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HomeMy WebLinkAbout00-23P_TOWN CENTER_ELLINGTON ROAD - BUCKLAND ROADnn Co U'./ TOWN a LI 7=� ELLINGTON ROAD/ BUiCKLAND ROAD SOUTH WINDSOR7 CIONNECTiCUT 011r XA/flffN V f"'kf"%K101r r"NO A XA11K1f1"%.0 FEBRUARY 2, 21@002 " 0U �.t :i ;'^„ F' •lT 1 k,'R i�.. ' - I�� • i•.7� 4 1 - ��14 • • ` j._� K a.! J- __!L,` S �., ^i� `t�G� .ter , (R evised M - .. �•_ �, y�";� I� v �� ,y* � -..:.r'S" tom• A' � ' : � ''ti� (r .-ti� t� ♦ \` y,� � 'l ���l�r Ho �,< �} `•-, � �' �{for �- I �- i r `.{ : r i r pit \ ✓ / d+ i � tt a COAA SITE i � .• :! .. ,; s �i"`Y,�,' 1 -�" S�. 'vp� 1.-... -� � � I FBI' ty __ y - £ .^ / w _ RR z j l , Il ,? ``, I �• tp t - % j f ^� SITE • M SITE LOCATION PLAN ZONING MAP Owner: Richard S. Kelley INDEX SHEET NO. -f1744 Ellington Read, South Windsor • ExistingConditions Plan EX-1 Connecticut 06074 (860) 644-8'761 S avin s Bank of Rockville Demolition Plan C-1 1645 Ellington Road Plot Plan C-2 ct�ED South Windsor, Connecticut 06074 a APR 3 2002 Crni i f � W vi r] crn� 4ZQrn l*nrr T -i-tA n n Ty r°%^r%cmr♦ t gmc Tn I-* Kev Man C-3 LJV LA LoLL ■■ 1,LL%A*zW L eJt.ii.LWL 1JA v iiir= L i %Je%,A %.11.*7, iii— — —,d--- —'r — — SOUTH WINDSOR PLANNING DEPT, C/O Summerville Healthcare Group, Inc. s C-4 Landscape Plan 5285 Shawnee Road, Suite 401 .Alexandria Virginia 22312 Utilities Plan C-5 Gradiing, Drainage & Conservation Plan C-6 .Applicagit• Richard S .Kelley oco,�9'ac, .� .� �>>;,-, n+ ra„�,a c��,+1, W;Y,,a ��,�. �i � a T .i n'k + i T11 cY T�1 a C� 7cEJ:`�'a .L / •-r-r J.:.L111116 l,Vll 1VVGLL1, LjV L.LU11 W11111,1DV1 Ldl l�v JJ151J. L*J•.LIL� J. ALAJ.1 Connecticut 06074 860 644-8761 . ShopIrrigation Plan Not Included �3 L�and The Stop Supermarket Co. P.O. Box 1942 Construction Layout Plan C-9 FINAL PLANS y Boston, Massachusetts 02105 Contr%ol Notes �,& Erosion Details C-10 I • y ~= , Prpr,arrm4 u1T• T% _ i '1I c�1_._ _ 1 TOWN O� `��', � � � �T4�l� �di? 1"1 4 �. L _ � � a -M, ..r.,.L, . le�q r .0 ec .� .��o rie eZs 4- � l ���.r= u � 10 i Engineering.lnc. qomftL Phasin PlanC-19 _ _ A-2 Survev B 1 th.ru B 2 Pease international Tradenort 1� ; 1. � . 15 !?ye Street, Suite 305 `� °�Tr� -�,1�� - Build*ngE1ev i Ion sin e�m '-"` 1 Portsmouth, (dew Ham�Sshire 03801 m (603) 433-8818 aei@2.j@ppledoreeng.com +........ark- � , ice. 's:ll!3I:r.:ae7tern!:=r.1u�H sa: l.YNIl 3-,L,•a.••rwng ,e$+'i�>•®o�arL' a a n r !-7 EXISTING N BUILDING O EXISTING BUILDING j 4; NOTES: 51 /40 _ N/F rj p� _�1 © N85'41'43"E ,•� 1. FOR BOUNDARY INFORMATION SEE SHEETS B1 & B2. _ — �-= — ROBERT JONES & �� PHYLLIS TOWNSEND 51 /45 0 2. EXISTING CONDITIONS SHOWN WERE DEVELOPED BY DESIGN PROFESSIONALS, INC. ` - - - - /- _ - '" -- `" Ss��3'4Z,.e N/F THE EXISTING BUILDINGS (SUMMERVILLE AT SOUTH WINDSOR AND THE BANK AT 1 L._ -_ _� �' - - - ``< '"1Q; JOE & 51/46 NORTHWEST PORTION OF THE PROPERTY) WERE COMPILED FROM RECORD DRAWINGS. I / \ f -------•- -•� 1 IRENE BERTRAND N/F THE REMIANING TOPOGRAPHY WAS FIELD VERIFIED BY DESIGN PROFESSIONALS - - - - - - - - - - - - i •i 1 �-- DVF ASSOCIATES LLC INC. TO T-2 STANDARD OF ACCURACY. rJ \ — — — -- — — -- — — t — — 1 —"" - X. M01f. w \�� .-----`—_�• TRANS. EX\MON. p 3. WETLANDS WERE DELINEATED BY REMA ECOLOGICAL SERVICES MAY, 2000. i � �� -- — _. — — — — � \ \ — — PAD 1r 47 SITE DATA BLOCK: I , \ \ # �� \ MON.I 51 /F ZONED - RC (RESTRICTED COMMERCIAL) /� - \ \ \ \\ ` �' S� ELIZCBETH G. MOLLOY ALLOWED USES - GROCERY STORES ARE AIK ALLOWED USE / // SMH 4 DIMENSIONAL REGULATIONS REQUIRED EXISTING Ex. WELL MIN LOT AREA 30,000� SF 24.8 ACRES 51 /10 1 / / / T.F._95.52 13 SPACES MINIMUM LOT WIDTH 150 750 N/F _1 � /^\ / / F.L.=90.17 / \ 1 \ \ ` MINIMUM LOT DEPTH 150' 1,000' AMSEL PROPERTIES PARTNERSHIP (I 1 IPA ES ) i \ \ \� \\ �0jo3�� z MAXIMUM STORIES 3 <3, C/O RICHARD MAHONEY ►I J / X/MON. o MAXIMUM HEIGHT 45 43 f 10 , i� I I I I MINIMUM FRONT YARD 65' 61.1' SETBACK t MINIMUM SIDE YARD 10' 23' / f 1 — ' o @ 2 RO�ANE GAS \ \ S�� Z MINIMUM REAR YARD 25' 46' i J 1 gb P — \ o� \ 0 P% \ \ 1�K C&D'EkS � � � \ 289 7'32"E � � MAXIMUM LOT COVERAGE (BLDG) 25% 17.1% ( r J / �I3 SPACES I V,C /' \ �� q� (4) 1000 GAL\TANK \\• 3� Z o MAXIMUM IMPERVIOUS AREA 60% 47.59b EXISTING i / / / \ B-CL �8• / F �� t \ O a -' R BUILDING / 24 PAC T.F.=94.53\ Soo \ \ , \ \ i� U � BUILDING SUMMA Y b a 1 / \ ES NV.=90.23 � / .PF � \ \ \ I / EXISTING BUILDINGCONDITION: � / S H [ 0 \ 1\ \ \ LL 0 � ELDERLY HOUSING 60,000 SF (90 UNITS) cM� j T F. 94 71 o I EXISTING RETAIL o \ -' \ j I / / O BANK 2,500 SF EX 3 4" I.P. 320-� ' L. 88 86 , 65,000 SFf o OFFICE 24,840 SF / I J 10- \ / 0 1 J \ \ CVS 10,125 SF EX-MBN - -- N86'4�4'02 E _ - / ' \} EXISTING RETAIL 65,000 SF / \ 162,465 SF - - - - j \ s® PREVIOUSLY APPROVED BUILDING (NOT CONSTRUGTEDi OFFICE 13,700 SF PR VIOUSLY APPROVED 1? l S" OAK / J / / \ \ / 28 S AC S \\ \ N Z TOTAL APPROVED 176,165 SF 8, 00 SF OFFICE BUI DIN \ '- / CB-CL CB 9• • j \ \ NOT CONSTRUCTED 24" 12" I / \ T.F.=94.24 T.F.=94.25 A I 1 I ! \ \ PARKING REGULATIONS { ) •� DOUBLE \\ ��8" / \ // 3 E— INV.=89.76 INV.=89.6 / �' \ CB-CL a 4 \ \ \ \\ I STALL SIZE 1O'x2O' ASH v / / - " RETAIL STORES - 1 200 GFA __ddAP L � \ T.F. (93j 7 ASH ---CB `• � INV.18 89.05 / � — -., 15 SH T.F.=94.77 ._�� / V, s INV.(24")=88.85 / �•- - \ \ I � '� SHOPPING CENTER - <200,000 SF OF GFA = 4/1,00o SF--p.�=91•47 \ - j I \ \ \ \ I ire NO PARKING WITHIN 10' OF LOT LINE 10 I I V.(30 )=88.37 NO CLOSER THAN 25' TO TRAVELED PORTION OF HIGHWAY EXISTING SETBACK \ INV.(OUT)=91.27 / s p FP _ s 1 TREE/10 SPACES BUILDING �'o \\ 1 P // 1 35 SkCES-66--- \ '� vPVC 4' O•w d rE (0 I 11S- Anil si�� I t 1 1 . �f� '.... \_ �G .� W f ® J PARKING CALCULATIONS oIN - / O I ACES S `0y \ 1 U - / ► �fb11 -09 � SHOPPING CENTER = 75,125 SF 4/1000 = 301 SPACES z \1 ORC� - o oz f e�,lk \ \ ' \ I wa OFFICE = 24,840 SF 4.5/1000 = 112 SPACES 51 9 — 5 ° / SPACES 0- 04 BANK = 2,500 SF (1 /250 SF + 5 EMPLOYEES) = 15 SPACES N� —a • 4,4 \SBOX \cn 1 ELDERLY HOUSING = 60,000 SF-90 UNITS (1 /2 UNITS + 5 EMPLOYEES) = 50 SPACES / - 0 114' ssox _ # - \ I 1 f �, o� o BOX CB C _ _ _ _ 14�S�OX' --7- - ry o N SPACES REQUIRED: = 478 SPACES SNET `! I \ T, ` 94.74 ELEC.B I 4 TOTAL EXISTING SPACES: = 545 SPACES / AV.(15")=90.79 1 ` ( cn �� `CIT I N 'S 4 \ \vl\ #'� INV.(24")=90.69 12' ARai r LGC. X J / 1 I BAN D _� >- t�, W M I \ \ 14' SBOX # \ J ` 6" P m to Vl J �-- v \ \ \ ( / I I� m to 10' SETBACK PAD pP \ \ I \ // 1 _ - I 11 SPACL / I o pp m O 0) CB-C I EX. 1/2" I.P / - _ 1 / T.F.=96.02 ��`�� ' I , I I N86'44'02"E \ \ ~ Z S y r- O (n W t_ / EX. 1 /2 I.P. _ \ \ ' A S a W > <j O G \\ \ 12' ARCH \ 1 1 ( I to ti i J 0 \ 1 p SUMMERVILLE ASSISTEDa� 6 5-sooty 1 0 (n o Q a ti s2. - o LIVING FACILITY p,CK — -- 1 1 \ J J 60,000 SF ' I 1 , EXISTING \ Q \ CVS PHARMACY 1 / \ # 14 SBOX \ 1 \ I 10,125 SF 1 ` \ 12' ARCH 1 1 1 \ \ 1 S ACAS ( �/00 w —� 1 o` # ` 1 1w N TEL > eox N \ GAZEBO 0�41 '' I I I 1 { I I I i :pc — -": `^--�' — 1 , a3 a i�§'Sm1Y \1 12, $- I G 40' WETLAND �t2`SPACESCB-C TEL Box / / f I i �1 SPACEs t I / ER'` .6'. 1�c T.F.---98.80 1 ! I c � k i QJul 5-� ` C 9 Sp IN S 95.6�, ° '1 # / I 11 SPACES J � J S �� � \ / I � > 1 � � � p $ � � 8 SPACES \ t �-- — -� 12' ARCH I #14' seox j 1z ARCH / I I I 14' seox �\\ P I V�IVICE CLEES � �\ 11 I I I 50 16 / dOiS ` sz5'-soave /� e 1 fl \ I I I 1 ONLY"8• Syc. ° \ \ I 1 1 I I I N/F �-- — — J \\ rl I I /��. ,r sc ° o `\\\ J(1 I I 11 I SAVINGS BANK � � QJ �\ �0 1 1 \ ` 12ISPA C;Es •Q' ° 14' SB'X \\\\\ RIP -RAP I I (i � ra 1 0 � \ PLUNGE I OF ROCKViLLE � w tin � i 1 0 \ �\\` POOL I I I I� ® ' STOP \ SPACE f' \\ I I � 'a SIGN \ #14 SBOx / ,4' x % STOP \ I \ �� ` ' %9 ° . , I 10. 4 \ 325'-sooty '� B0 B• ' . `4 i•. SID YARD cj / st - `s,9 �'-o ,; I 1 J J E A } \ 4'X4' T.E. 101.26 , •+.gr ACCESS — mac- • / _T \ ° SIGN 6 91'SI ° S \ \` / ® ^I '�y DooR-wA R S89'41'42"W 238 97' - �e l�` I I I 6" F.E. [y �1 a - TV CLD.f: DOiIES��. _ J I J 14 % 5._ ` 1 I J L=83.84 �j 9 o R. C ` / STOP le SBO az5#soo�t = / / L�� B` P .c. i src yo s9 \\,\ -- �' 3-800w stop°F` I — "SOVEREIGN BANK" SIGN , 1 — _ i # _ I - svc. '�� sIj gic f w f — — — _ — 1\ ° I 1 G�PACES \ INV=9o; # 32 8' stop 114 1 , I 6- F �`� ° 1 1� 1 I�I (�j ® C " I - ---� SRC _ 1 I. J I ,0 � 12 S�ACES / / I I -- ( \\ d� 'f111' IiIIf I ID�d cId2 \ I �`f` ' 111 I I(J I a.# id � 1 SPACES 1 6 sPAc� \ \\ // \\ \ I 1 4' sBox 1 I ) , r I(J( c o z 15 SPA\C�S •' •� Dx H DI AP ► , I 1 I oS�� 10 1 I �YC. d T ° qDEl0Y'ARQ_ �+ / "' / / \ (DIR TION° a• B.P. EXISTING OFFICE / , ) I J Z EXIS \ o' BUILDING / / / �' 1 / \ o F�'` E \ ® I" I ! J \ 1 BANK \ 8,040 SF >' / EXISTING OFFICE / ca ` \ / BUILDING /PREVIOUSLY APPROVED / '� 6x I s= ' B.P. /EX 8,000 SF / I / 5,700 SF OFFICE BUILE) G \ co "� / •. �1I C I r /il , I I P,e �a % .. \. L� i .. , . _ _ r l // / i i . ........ NOT CONSTRUCITE� \ w t _ _ ,•r : 1, , , 1 / ^r ` t / / / • MAP p 1" MAPLE -- _� ../ ' \ v .4 nnu., O / i , / . I / / ° -J ° / — ��� ,�^ SF'R_�10E I 1 .� ° ¢ B'P• �� _ / / / 1' I 2 \ / / c,. / J ~ •b6 _ �! � � 9 5'-800 # 4• B' � J' / J I --PYLON SIGN Ii O\ 1 • BRADFORD 12' ARCH 40 WE LA r '' J l J I 51 /1 ' �� OL1 r \ \ J 12X15' PEAR (T1P.) I Q � I N F CO (a AN \ ° \ \ ..`tD Z \ N_-4-MAPLE \ °�g'55"y�r < <- f3UFFE // / J J /POLE \ ° \ \LO \ J C. ° 5 S1`— ` ,Zs t o 1 SYc E ° vl oN slcN O ( (/ RICHARD o 1 �- \ \-- ° ( ` 4• MAPLES ../ 15• MA / / KELLEY .. �. I I BU�LE I �`� ' SNET~ \\ i // '� UP 'SIIGN DIRECTION \ ° - 'eQ MAP1E 1 0 _ 4' MAPLES ` _ o - _ -� U1 ° ,> ° - 0l61�B191t11111' EX." MON. a Q _ EXIST. .� sT. SIGN / \ — W JCL c M 1= \ _ ROUTE �I EcMON \ 1 I \ t/ \ \ sss x6 o° TEL B 6` � G \ \ \ \ 21" R.C.P � \ = SIGN 7 \ i , \ ` \ \ \ — \ \ —� \ \— _ O fh Xca / / I \ / 1 / / T o co v T- O p�' �e o' i " IM N 12" MAI 12" R1N ale O 0�0 0 A L A T MAIN \. \ "� Inv ° co-12" MI — — ® —� — — — — — — — — / �pti RO sf O I O SIGNS / _ _ co EwsT _ _ _ _ _ RR _ ®��� \ RD. SI \ m DIRECTIOi� '� \ SIGNCTION + QED G N M SIGN X2' 51GNALEl LO 50 0 25 50 10D 200 TELBOX SPAN � a LZ � POLE ST METER - - - EXISTINCCO. ONDITIONS PLAN ZA i t NO OUTLET ( TN FF!Ti'T 1 DEMOLITION NOTES: 1. THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS PRIOR TO COMMENCING CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE CONDITIONS OF ALL OF THE PERMIT APPROVALS. (SEE SPECIFICATION FOR PERMITS) 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ADDITIONAL PERMITS, NOTICES INSPECTIONS AND FEES NECESSARY TO COMPLETE THE WORK. 4. ALL MATERIALS SCHEDULED TO BE REMOVED OR NOT INCORPORATED IN THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS OFF -SITE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND CODES. 5. THE BEST AVAILABLE INFORMATION WAS USED TO DETERMINE THE LOCATION AND SIZE OF EXISTING UTILITIES. THE EXACT SIZE AND LOCATION OF UTILITIES SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. THE CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH THE APPROPRIATE UTILITY COMPANY. 6. ANY EXISTING WORK OR PROPERTY DAMAGED OR DISRUPTED BY CONSTRUCTION/DEMOLITION ACTIVITIES SHALL BE REPLACED OR REPAIRED TO MATCH ORIGINAL EXISTING CONDITIONS. 7. REMOVE ALL TREES AND PLANTINGS UNLESS SPECIFICALLY IDENTIFIED TO REMAIN. CONTRACTOR SHALL GRUB AND REMOVE ALL STUMPS WITHIN LIMITS OF WORK AND DISPOSE OF OFF -SITE IN ACCORDANCE WITH FEDERAL, STATE & LOCAL LAWS AND REGULATIONS. TREES SHOWN FOR REMOVAL ON THIS PLAN ARE FOR THE CONTRACTORS CONVENIENCE. ANY TREES WITHIN THE WORK LIMITS NOT IDENTIFIED TO REMAIN SHALL BE REMOVED. COORDINATE TREES TO BE TRANSPLANTED ON -SITE WITH THE OWNER. 8. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF OFF -SITE ALL EXISTING STRUCTURES, UTILITIES AND PAVEMENT NECESSARY TO COMPLETE THE WORK, UNLESS OTHERWISE SPECIFICALLY IDENTIFIED TO REMAIN OR TO BE REMOVED BY OTHERS. 9. ALL PAVEMENT TO BE RECLAIMED UNLESS OTHERWISE NOTED. RECLAIMED PAVEMENT MAY BE TEMPORARILY STOCKPILED ON -SITE AND USED AS A BASE COURSE MATERIAL. IN AREAS WHERE PAVEMENT RECLAIMATION IS NOT FEASIBLE OR NOT EFFICIENT, THE CONIRACTOR MAY REMOVE PAVEMENT AND DISPOSE OFF -SITE. 10. THE CONTRACTOR SHALL REMOVE ALL ABANDONED UTILITIES LOCATED WITHIN THE LIMITS OF WORK. ALL ABANDDNED PIPING TO REMIAN OUTSIDE OF THE WORK LIMITS SHALL BE PLUGGED AT THE LIMITS OF WORK. CB-C T.F.=96.02 LEGEND EXISTING EDGE OF TREES OF REMOVAL =SAWCUT/LIMITS —Q— PROPERTY LINE LIMIT OF WETLAND BUFFER -- LIMIT OF WETLANDS 24" FPE EXISTING DRAIN LINE W EXISTING WATER MAIN G EXISTING GAS MAIN 8" PVC EXISTING SANITARY SEWER .q EXISTING FIRE HYDRANT ® EXISTING CATCHBASIN 0 EXISTING DRAIN MANHOLE 0 EXISTING SEWER MANHOLE 24" FPE REMOVE DRAIN LINE W REMOVE WATER MAIN G REMOVE GAS MAIN 8" PVC REMOVE SANITARY SEWER q REMOVE FIRE HYDRANT ® REMOVE CATCHBASIN I ® REMOVE DRAIN MANHOLE 0 REMOVE SEWER MANHOLE I OL.P. REMOVE LIGHT POLE & BASE OREMOVE EXISTING SIGN 0 REMOVE EXISTING UTILITY POLE EDREMOVE TREE/SHRUB EE] E] _ REMOVE EXISTING CURB I REMOVE EXISTING PAVEMENT/ � ~ ................ SIDEWALK REMOVE LANDSCAPE AREA OA TR L A -ND- SAWCUT PAVEMENT LIMIT OF RECLAIM - EXISTING BUILDING EXISTING BUILDING 51 /40 N/F _ --_ — — ROBERT JONES & (V O cV � M 0 �— PHYLLIS TOWNSEND 51 /45-0 ` REMOVE TRANSFORMER N/F a -REMOVE AND PAD JOE & 51/46 J a SIDEWALK IRENE BERTRAND N/F (p __ r ... ....., �F���� ♦♦♦♦tiff♦♦i♦♦ ♦♦♦i ♦♦ •is _ _ .. , - r . �♦+Ott••,��51/47 1f�+♦*♦�+- NA MA +�+- WA+ -EX. WELL %i�♦�+�+��♦�♦�i�'�'� � ♦+� � � • .1- 1 51/10 AMSEL PROPERTIES PARTNERSHIP ij EXISTING ♦ 'a • 1a • 1 �� • ` • BUILDINGt ♦♦ 1 + I • ' • . 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SIGN ROUTES DIRECTION SIGN T EXIST. 12" MAIN RO SIG RD. SI — coeu \ NO OUTLET 12" MAIN PYLON SIGN " (4)-4- MAPLES 12'X15' PEAR (1YF'.) BUFFER N/F ° 4" MAPLED o ° ° o Q - IJ SYC (E o ° PYLON SIGN o RICHARD 0 ) lJ � ° 15" MA E KELLEY 0. 00 4" MAPLES\// / v N C MAPLES SNE � \ '� 1,{) N DIRECTION o s- MAPLE t o 4' MAPLES o 59 ,.-i ° �\ 2r'� Ct3 O CL SIGN 50 " MAIN IC ,', fr :G3 - — — — SI DI EJCTiON 25 X 50 v100 200 ( IN FEET ) — — tlttlt6ltlllttltl 1 \ MEL-— IL _ — A _ __ co —� TEL Box � X-ING 0 U) � ExSIGN SIGNAL _ "SAWCUT PAVEMENT �uur ti- nrn� •u• I uj Lu A LIMIT VP mr-%A- IM "' L S� 12" MAIM ' 12" AiAtN " 1= p co TEL o SPAN POLE — — — — — � DIRECTION PED. El cn 1'X2' SIGN SIGNAL N O 22 TELBOX 0- r WATER M R DEMOLITION FLAN I C--1 CONSTRUCT BRICK_ SCREEN WALL WITH GATE ENCLOSURE HEIGHT OF WALL TO MATCH TOP OF BRICK ON BUILDING ELEVATION (BBC) SITE DATA LOCK:_ CONSTRUCT "NO ZONED - RC (RESTRICTED COMMERCIAL) THRU TRUCKS" SIGN BEGIN ALLOWED USES - GROCERY STORES ARE AN ALLOWED USE WALL - DIMENSIONAL REGULATIONS REQUIRED EX15TING PROPOSED EON MIN LOT AREA 30,000 SF 24.55 ACRES 24.55 ACRES RESERVE PARKING: RESERVE PARKING SPACES NCE MINIMUM LOT WIDTH 150' 750' 750' TO BE CONSTRUCTED ONLY IF APPROVED BY MINIMUM LOT DEPTH 150' 1,000' 1,000' THE SOUTH WINDSOR PLANNING AND ZONING BEGIN CC MAXIMUM STORIES 3 <3 <3 COMMISSION (MEET EXISTING R2 MAXIMUM HEIGHT 45' 43'f 43'f CONSTRUCT TEXTURED I MINIMUM FRONT YARD 65' 61.1' 61.1' CROSSWALK (TYP) I MINIMUM SIDE YARD 10' 21.8' 21.8' MINIMUM REAR YARD 25' 49.5' 49.5' END CC MAXIMUM LOT COVERAGE (BLDG) 25% 17.1% 20.6% (MEET EXISTING MAXIMUM IMPERVIOUS AREA 60% 47.67. 56.057. BUILDING SUMMARY CONSTRUCT "SERVICE'S R200' R25' EXISTING BUILDING CONDITION: VEHICLES ONLY" & ELDERLY HOUSING 60,000 SF (90 UNITS) "TRUCK ROUTE" SIGNS BANK 2,500 SF CONSTRUCT 5' WIDE OFFICE 24,840 SF CONCRETE SIDEWALK i CVS 10,125 SF 10' EXISTING RETAIL 65,000 SF SETBACK 162,465 SF PREVIOUSLY APPROVED BUILDING (NOT CONSTRUCTED)• F7 k OFFICE 13.700 SF TOTAL APPROVED BUILDINGS 176,165 SF EXISTING PROPOSED CHANGES BUILDINGS: BUILDING DEMO EXISTING RETAIL-12,077f SF b ELIMINATE PREVIOUSLY APPROVED OFFICE-13,700 SF m r� NEW SUPERMARKET 66,496 SF NEW RETAIL 3,290 SF 44,009 SF PROPOSED BUILDING SUMMARY: II ` - - ELDERLY HOUSING 60,000 SF BANK (EXISTING) 2,500 SF Ir _ w I U V OFFICE 24,840 SF _ _ 0 � CVS 10,125 SF I I� < Q - -I REMAINING RETAIL 52,923 SF NEW RETAIL 3,290 SF Q J W PROPOSED SUPERMARKET (GROUND AREA COVERED) 66,496 SF I �I 220,174f SF CC R1o' R2o PARKING REGULATIONS I U CONSTRUCT TRUCK ROUTE" SIGN • •°' STALL SIZE - 10'x20' 10' c RETAIL STORES - 1/200 GFA EXISTING SETBACK R5'MCCeN PD,,,.,.RI III niNin ��rR10' L°0►11STR SHOPPING CENTER - <200,000 SF OF GFA = 4/ 1,000 SF ""' " I i W R3 �-I 71P- -- NO PARKING WITHIN 10' OF LOT LINE NO CLOSER THAN 25' TO TRAVELED PORTION OF HIGHWAY U w 1 TREE/10 SPACES 0- Q R2o c 3' N PARKING CALCULATIONS M _ SHOPPING CENTER = 132,834 Sr = 4/1000 = 532 JPACtS OFFICE = 24,840 SF 4.5/1000 = 112 SPACES BANK = 2,500 SF (1/250 SF + 5 EMPLOYEES) = 15 SPACES ELDERLY HOUSING = 60,000 SF-90 UNITS (1/2 UNITS + 5 EMPLOYEES) = 50 SPACES e C TOTAL EXISTING SPACES: = 545 SPACES I I RS MID SI TOTAL SPACES REQUIRED: = 709 SPACES SPACES CONSTRUCTED: = 635 SPACES R8' R15' 10' SETBACK RESERVE SPACES: = 25 SPACES END CC R2oo' WAIVED SPACES = 49 SPACES (MEET EXISTING WAIVER REQUEST: SECTION 13.3 U REQUEST WAIVER FROM REQUIRED 10'x20' N R3' v�i rn PARKING SPACE DIMENSIONS TO 9'x18' # 04 65' N WAIVER REQUEST: SECTION 13.4.1 ACK REQUEST 49 PARKING SPACES BE WAIVED FROM TOTAL PARKING SPACES REQUIRED EXISTING e , ' 24' 0 CVS PHARMACY 14 18 24' EXISTING PYLON -BEGIN CC 10,125 SF 0 SIGN - TENANT SIGNS T 00 (MEET EXISTING BE MODIFIED TO INCLUDE 0(AI r-END CC RS STOP do SHOP PANEL BEGIN CC CAI 0' R100' o (MEET EXISTING RELOCATE EXISTING I n w R 7 60, R3' LEGEND: NO LEFT TURN SIGN N r N ' R15' RS R3' ® CART CORRAL (TYP) 4 R' S R1 ' 10 12 PACES N �p� R P R10 RV HANDICAP PARKING SPACE # R3' to ® tO ®SPACES & PAINTED ISLAND I ®SPACES - 1 R2 R3' 25 CONSTR / 5' I OI I R15 3 TEXTURE C OSS C EXISTING PARKING SPACE ft3, � �`evi \ 18 SPACES ols C PROPOSED PARKING SPACE s0. 18 SPACES (9'x18') r I o R12' R15 R OC TE IG `\�- CC 3 R30' ':• CONSTRUCT R. _ 2 PDYL CONSTRUCT ROUTE" 51 C - _ RESERVE PARKING SPACE 31 15 6z " �• =777!P-D SPACES END CC �� y CC �Eul �'T XIS NGZ'••, R2 _ �i R100' $Z P Y� .� CONI:KE I t PAD/ WP,LK- - BEGIN E 3 -I� - PROPERTY LINE CONSTRUCT SIG / /END-C�- ° ST R2o CC -- SETBACK LINE %- - - - - CONTTR EASEMENT LINE I BAR, & LIMIT OF WETLANDS U TR R3 R37' CC rnNf'RFTF CURB r _ ROUIBB SIGN R63' SYL SINGLE YELLOW LINE -RELOCATE SEVEN (MEET EXISTING) ENb EIB � I I PARKING SPACES I (MEET EXISTING) 1 DYL DOUBLE YELLOW LINE D BEGIN BB R15- R3 - SWL SINGLE WHITE LINE Z (MEET EXISTING) GUARD RAIL ® I SCREEN FENCE C -a- SIGN ° B N BB 10' • LIGHT POLE BASEt E EXISTING) S DE YARD 1 4�A I EXIST( r ®� BOLLARD �I I EXIS BANK �/ I 8' P7i: EXISTING ij/�, NOTES: 3. ALL TRAFFIC PAINT SHALL MEET THE REQUIREMENTS OF AASHTO 8, PAVEMENT MARKING ARROWS, WORDS, SYMBOLS, STOP BARS, I N N BUILDING M248 TYPE "F". APPLY 2 COATS OF TRAFFIC PAINT. APPLY THE SIGNS AND CROSSWALKS SHALL MEET THE REQUIREMENTS OF THE O O N 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH FIRST COAT NOT LESS THAN 5 DAYS AFTER PLACING BITUMINOUS C IDOT SPECIFICATIONS. � � O EXISTING APPLICABLE TOWN, STATE, AND FEDERAL CODES. � PAVEMENT. APPLY SECOND COAT JUST PRIOR TO STORE OPENING. a� BUILDING 9. ALL CURB TO BE EXTRUDED CONCRETE UNLESS OTHERWISE NOTED. N N � � 2. STRIPE PARKING AREAS AND DRIVES AS SHOWN, PAVEMENT 4. SEE DETAILS FOR PARKING STALL MARKINGS, HANDICAP SYMBOLS, CONSTRUCT SEGMENTAL MARKING COLORS SHALL BE AS FOLLOWS: 10. THE PARCEL IS NOT LOCATED IN THE 100 YEAR FLOOD ZONE. I� r7 N p BLOCK RETAINING WALL #2 WHITE - PARKING STALLS, STOP BARS & LEGEND, CROSSWALKS, SIGNS, AND SIGN POSTS. HANDICAP SYMBOLS AND PAINTED ISLANDS. 5. PARKING STALLS SHALL BE 9 FEET WIDE BY 18 FEET DEEP UNLESS 11. ALL PAVEMENT TO INCLUDE BINDER AND SURFACE PAVEMENT PRIOR CONSTRUCT OTHERWISE NOTED. TO GRANTING OCCUPANCY CERTIFICATE TO "STOP &SHOP". ----� - CONSTRUCT 10' HIGH LC6W - FIRE LANES & LEGEND, CENTERLINES, -0 TRANSFORMER PAD » 12. SAW HORSES SHALL NOT BE USED TO CONTROL PARKING IN THE R- TIMBER FENCE \ 6. PAINTED ISLANDS SHALL BE 4 WIDE DIAGONAL LINES ®3 -0 O.C. STORE FRONT AREA. �- D WALL __ 7' MIN 'CLEARANCE _ CONSTRUCT DUMPSTER BORDERED BY 4" WIDE LINES. PROVIDE THE WORDS "NO PARKING J J J Q Rs5' ;d C --� . AROUND PAD END FENCE END ENCLOSURE FIRE LANE" IN 3-FOOT HIGH LETTERS EVERY 200 FEET IN THE 13. SEE SHEET B-1 AND B-2 (A-2 SURVEY) FOR PERIMETER (MEET EX PAINTED FIRE LANE. INFORMATION. ?� R 14 CONSTRUCT ) 7.-STOP BARS SHALL BE 12" WIDE. 14. SEE SHEETS C-6A, B AND C FOR ALL WORK ASSOCIATED WITH c3oR. DOLLY PAD "CONSTRUCT o OFF -SITE IMPROVEMENTS. o,DOLLY P Rs°. 15. VESTIBULES AND GABLES BEING CONSTRUCTED AS A PART OF THESE N IMPROVEMENTS SHALL NOT HAVE A SECOND FLOOR OR MEZZANINE AREA. OyENCLOSED :T = - / Z Q \ �// 16. THE CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR TO �OOCK - -RECECvfNG ,y-•-_ .•' r -'�I..".0 "'�-'°�- '•. ;��- ^-- ^! �O `� �-I T ME7=0�ukIc A� i i i�i Irc AWN noAnrC or 71u SF - _" '_"',�'.�.-.i---/ . v " EEC'OSED - r '---------_..-� . R9' i �P<� ` C - ` uG i �r�rnuV� n�� LIN nivv v��nv�..�. 1,527 CEI SF - - \` 17. CLEAN AND COAT THE VERTICAL FACE OF EXISTING PAVEMENT CONSTRUCT CONC. / AT THE AWCUT LINE WITH RS-1 EMULSION IMMEDIATELY COMPACTOR PAD (BBC) X3 ONS'TRUCT 1x� ` VPRIOT PLACING NEW BITUMINOUS CONCRETE.CONCRETE CORRIDORCONSTRUCT TIP VVI`�V 3Da sF B��D (� `��1R CTOR SHALL ROVIDE EXCAVATION AND SUBGRADE I�- DOWN RAMP STAIRS (BBC) SPRN ERL EXTEND EXISTING #RATION FOR ALL CONCRETE PADS & SIDEWALKS Z Z BEGIN BB 22R ;�V,E LW ` \hdJACENT TO THE BUILDING. CONCRETE AND GRANULAR LIMIT OF NDOR RAMP %� �+. BA E TO BE PROVIDED AND CONSTRUCTED BY THE SIDEWALK BSC (' BC) LIMIT OF (MEET EXISTING) \ BU DIPIG_.CONTR7TOR. OU D z EXISTING �-PROPOSED ® CON UCT NTRACTOR TO PROVIDE BACKFILL AND COMPACTION AT Z 1-- Z 0 s CURBLINE AFTER CONCRETE FORMS FOR SIDEWALKS AND BUILDING .o � z z 0 - I RETAIL ADDITION _ TRANSFORMER PAD �1 PADS HAVE BEEN STRIPPED. COORDINATE WITH BUILDING i`0A 1,100 SF f �, o� �� p(TE EEXISTING , ONTRACTOR. U n `�J,' •L W PROPOSED ?� � e WALL TO NEW 20. SEGMENTAL BLOCK WALL•. � 0_ � � RETAIL ADDITION �`�• ,.� CURB LINE I CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING RETAINING d 0 � Cy t WALL DESIGN FROM WALL MANUFACTURERS AND SUBMITTING p �Em"z i i �17 ) 2,190 SF f �� ` DESIG TO ENGINEER FOR APPROVAL PRIOR TO COMMENCING p p Q TOTAL GRO_ UND COVERED CONS CTION. CONTRACTOR SHA FURNISH ALL LABOR w w Of �OAISIl3 CT TEXTURED AfE`ZZ jA =66,496 SF CO_ S7RUC UTILITY ROOM "'?• s'.� w to W =4 6 c� l�Ci PAF2KING"FIRE LANE -LIMIT OF �, MATERIALS, &EQUIPMENT RE ED 0 PERFORM ALL OPERATIONS - - Z ROSSW - . . _ SIGN `L IN CONNECTION WITH INSTALL T10N OF RETAINING WALL IN ,�j LIMIT OF =71 492 SF 31-0650(D) BSC WALK E-STRIPE / ACCORDANC WITH DESIGN A PROVED BYE NEER. � Of U SIDEWALK BSC PARKING AREA . 21. THE CONTRA OR SHALL PR VIDE AN AS -BUT T PLAN PRIOR CONSTRUCT "FIRE LANE EXISTING BUILDING NO PARKING" SIGN CONSTRUCT OLLA D o TO REMAIN ° TO THE COMPLETION OF THE ROJECT. o 31-0650(D) CONSTRUCT " MOUNTED HA 52,923 SF�END BB K) N NO PARKING" $R LANE SIGN 31-062A >- CA Y (MEET EXISTING) END BB 22• BENCH SHALL BE 6' MAHOGANY DEL #28 BY VIC R STANLEY Z (MEET EXISTING) WITH DIRECT �RY IN GROUND INS LLAITON. EN ENTRANCE CONCRETE 31-0650(p) Z CONSTRUCT (WOOD) BEGIN BB I p 312 SF SIDEWALK (BBC) GREENHOUSE TDB BENCHES (3) R b EN N,335 SF �� I ' ♦� e. y. e.tY .• °, wD �'Q . CANOPY , LIMIT OF V ' ,y • p. - e V ' ;' •• " a ' • ti' -. h '• ° °� ' ".. ° -, '; � : •.:.. 6...--�---•.-. �-�- 1�Ly SIDEWALK BSC N `6�i'. °- - b.' .... ,ibk . b - n.. •' .p!°. ' e _ T y. TOWER r j RECONSTRUCT 24 ► \ -''vim w 1•fnr CONSroI �.,,• ... - 1' _ KI--r. b. ; . y. ; . , DUMPSTER PAD _ y .. , A�w 1 f tANDICAP t7 "v - -c [ °.: - RAMP N i' dt CONSTRUCT I I y WN RAMP CC (BBC) �, DUMPSTER ENCLOSURE R5'� 5, R5 R3' R5' 5' CC ONSIRUCT cn R R3 3' © R3' R3 R5' ♦ C R5 R5' PAIN'€ED FlRELANE 0 / / \ R3 R3' R3' f-)R04 5' R5• CC R5' d _� 3' O _ t R3' R3' ♦ D (on X, / � i / - i r\ v I I ( I I v - CONSTRUCT AI 9 04 ISLAND ' ° \\ V cl n F= ° o�i '_' R4o' �p / I i- w llJ I�j Ui ON - AP R3. = R3 rn j = to to -! .- O U to }- R- 3' R3' C�3, R3 RS RS 3' / wmw M m O P7 R3' CC RS 380 R3 )3' R3' S IR3' D Q p m Ld v-- W 42 > U C� O U m rn R3' ® 3 R3 CC R3' R3' CC I J Z a a a 0 0 rn R3' C R3' 3' I- Q Cn Q a_ O W O co a ° 0 0 0) W N RV ♦ SUMMERVILLE ASSISTED � ¢ U w o' o_ w -i N N co In n a° °N' rn 011 R3� LIVING FACILITY I p p p Q L'' °° �" 0) co Q. o U °' 26' 60,000 SF N CO y co C O V I p STRIICT UGFI "' CO co C / oa BASE N w CN I lf' TOWER �t LOCATE CART N C►NSTRUCT 5' WID w �� I OCATE CAR 18' 24' 18, ClNTRR T B CONC. SIDEWALK v 3 R R3' --MN HANDCAR RECONSIRUCIII DUMPSTER PAD D R SIGN 31 062A de CONSTRUCT R3' R3 R3. CC 60 R3' I __-- 3 - DUMPSTER ONSTRUCT "STO "SIGN, i° 60' ' 60'R3 R3' R3 3>_ _ }73`�a�.a� 3' ENCLOSURE I I I I I I I I BAR, &LEGEND YP) -� I ' ® m Va o 6 ' CC Rs' R3 ♦ 40' WETLAND 0 60' R3 R3 BEGIN BB BUFFER 'd 4 6,0 .r q 0 3' TDB 1�.� AO �79 ' q � D4 a CS �R3 R3 II UCT R ' CC CO --- 30' "p � (MEET DgS11NG BEGIN WALLr�� � p � m W 5' 3' LIM OF - N 1RUCCTT )LANDSCAPE D BB O PAVEME TF-XISIING ISLq D MEET EXISTING 15. BEGIN GUARDRAIL DETENTION ;� g 11 x a D R5' WALK ('TYP) R10, R3' RS 24' R5 3 BASINgo OspoCes CONSTRUCT "DO o MEEr EXISTING Rts' R3' PGtC,`ENTER" SIGNCONSTRUCT NOT / NOT EPIlFtt SJGN > CONSTRUCT gQ g R3'3' R3' R3' TIP DOWN RAMP o' END CC -0°4 ® v� R3' R • - a R1o' S,p - CONSTRUCT GUARDRAIL- W � � �o�q "TRUCK- R10' U-I� - 41 W - _ (n 0 R3' R3' R3' CONSTRUCT RED BEGIN B O d y WW TERMINAL END SE T1ONS - - ®, '�CROSSWALK ( ) R1 ®R5' 43 O�.a, T d01$ 1 N �I Q CL J 18' / 3V R25 R3' !� ° '�y CO TRUCT SEGMENTA SIDE10' ® �° o � ^ 2__ o R2o' �-R10 R,O ' `v .N % R-_ CONSTRUCT 5 DE ON , ,,, „Q j / (� S,o �' �Q BL K RETAINING WALL #1 YARD ®Q m0 M PDYL D _ %R10J R10'`p �' R10 R p R10� R1 dO1S :. CONSTRUCTSIDEWALK M TRUCK ET STING Q 3 s 9pF 9s / END B I I ®��i v,� 10 " R3 R5 L , s (MEE EXISTING) (.y t a c ROUTE SIGN d0 3 � � UCT "STOP" SIGN R20' /,-� M PDYI R10 1 R jOsq �+ I ' ® U m LEG ND (TYP) STOP N PDYL CONTRR q sA " BEGIN CC DOWN9o�s ?r• (MEET EXISTING ENDCONSTRUCT "STOP" CONSTRUCT 5' WIDE 1 I in o 0 CID (MEET )kAING) SIGN, � BAR & LEGEND R2o' 0;:s.�a�� - An MY EXISTI� G) � I I � 1� oil o I I I I I I I II I I I �E�N tB X TI G} -w � --- - -• ; -- :.• >..:. / •� I'I I I j � �• 0-.w n ♦ n 0 SPACES CONSTRUCT TEXTURED R�OO' tt I 0- CONSTRUCT (TYP) BEGIN CC 81 11 SPACND CCES R3 e (MEET EXISTING) MEET EXISTING) BB R3' 12 (SPACES TIP DOWN RAMP ( I I FIE , pit 45 SPACES END BB o � (MEET EXISTING) CONSTRUCT 5' WIDE ID CC CONIC. SIDEWALK-,,,R5' Ff �s�ti 1 a (E T XI N) BEG( s� so I ONSTRUCT 5 WIDE d o Cf flpflq CONIC. SIDEWALK (MEET STING) p'a0 NG OFFICE CONSTRUCT CONCRETE T R3' r �� IT I I UILDING DUMPSTER PAD & ° b o 0 END WALL( 040 SF DUMPSTER ENCLOSURE EXIST DUIIIMPSTER p I 1 I / D GU�RDRAIL di CONSTRUCT HEAVY DUTY I I CONSTRUCT HANDICAP / 8,000 SF CONSTRUCT NEW U PAVEMENT SECTION 1 I I SIGN 31-062A do VAN J OR RELOCATE ACCESSIBLE SIGN R7-8B EXISTING GAZEBO QA PARKING AISLE DESIGNATION SIGN Ia I - �- EXISTING PYLON Q BBC BY BUILDING CONTRACTOR ICU BSC BY SITEWORK CONTRACTOR ONSTRUCT 4' WIDE o SIGN -TENANT SIGNS TO U v � �_ W BE MODIFIED TO INCLUDE v U , CONIC. SIDEWALK STOP dt SHOP PANEL 40 WETLAND I CO ca r v BUFFER O y o co O � MEET EXISTING h END CC Q. b MEET EXISTING `` SIDEWALK �� 4 R5' �"� (MEET EXISTING) ro b SIDEWALK _ c6 O 0 L0 O- �.._� Rio BEGIN CC ca - - - - - - - _ - - - - - (MEET EXISTING) _ _ - - A - - _ O N Jt CO EXISTING N L- CO 1I I ICI (` Tn m R n A n SIGNAL F- O ° r-' Cc U !'�[_K(�L gA('I�V U � EXISTING � � _ � � I I I o - - - � I - - � Lbw N � _ ----__!�_�,,l.f�_L L-III* SIGNAL IC - - - - - - 50 0 25 50 100 200 w ( IN FEET ) C5 1695-1751 ELI,INGTQ_N RLc�4D N ,=�$ PLOT PLAN c-z R EC,"-H NEW DBEoBED JUL 3 f3 0 q, L D 2 02 SOUTH ININDSOR PLANNING DEPT. SITE DATA BLOCK: ZONED - RC (RESTRICTED COMMERCIAL) ALLOWED USES - GROCERY STORES ARE AN ALLOWED USE DIMENSIONAL REGULATIONS REQUIRED EXISTING PROPOSED MIN LOT AREA 30,000 SF 24.55 ACRES 24.55 ACRES RESE MINIMUM LOT WIDTH 150' 750' 750' TO B MINIMUM LOT DEPTH 150' 1,000' 1,000' THE MAXIMUM STORIES 3 <3 <3 Comm MAXIMUM HEIGHT 45' 43'f 43'f MINIMUM FRONT YARD 65' 61.1' 61.1' MINIMUM SIDE YARD 10' 21.8' 21.8' MINIMUM REAR YARD 25' 49.5' 49.5' MAXIMUM LOT COVERAGE (BLDG) 25% 17.1% 20.6% MAXIMUM IMPERVIOUS AREA BUILDING SUMMARY 60% 47.6% 56.05% EXISTING BUILDING CONDITION: ELDERLY HOUSING 60,000 SF (90 UNITS) BANK 2,500 SF OFFICE 24,840 SF CVS 10,125 SF EXISTING RETAIL 65,000 SF 162,465 SF PREVIOUSLY APPROVED BUILDING OFFICE (NOT CONSTRUCTED): 13,700 SF TOTAL APPROVED BUILDINGS 176,165 SF PROPOSED CHANGES BUILDINGS: DEMO EXISTING RETAIL -12,077E SF ELIMINATE PREVIOUSLY APPROVED OFFICE -13,700 SF NEW SUPERMARKET 66,496 SF NEW RETAIL 3,290 SF 44,009 SF PROPOSED BUILDING SUMMARY: ELDERLY HOUSING 60,000 SF BANK (EXISTING) 2,500 SF OFFICE 24,840 SF CVS 10,125 SF REMAINING RETAIL 52,923 SF NEW RETAIL 3,290 SF PROPOSED SUPERMARKET (GROUND AREA COVERED) 66,496 SF 220,174E SF PARKING REGULATIONS STALL SIZE - 10'x20' CONSTRUCT BRICK SCREEN WALL WITH GATE ENCLOSURE , EXISTING i NOTES: f 3. ALL TRAFFIC SHALL MEET THE REQUIREMENTS OF AASHTO 8. PAVEMENT MARKING ARROWS, WORDS, SYMBOLS, STOP BARS, HEIGHT OF WALL TO MATCH EXISTING BUILDING 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH M248 TYPE F . APPLY 2 COATS OF TRAFFIC PAINT. APPLY THE FIRST COAT NOT LESS THAN 5 DAYS AFTER PLACING BITUMINOUS SIGNS AND CROSSWALKS SHALL MEET THE REQUIREMENTS OF THE CTDOT SPECIFICATIONS. TOP OF BRICK ON BUILDING ELEVATION (BBC) BUILDING APPLICABLE TOWN„ STATE, AND FEDERAL CODES. PAVEMENT. APPLY SECOND COAT JUST PRIOR TO STORE OPENING. 9. ALL CURB TO BE EXTRUDED CONCRETE UNLESS OTHERWISE NOTED. CONSTRUCT "NO THRU TRUCKS" SIGN-� BEGIN CONSTRUCT SEGMENTAL 2• STRIPE PARKING AREAS AND DRIVES AS SHOWN, PAVEMENT MARKING COLORS SHALL BE AS FOLLOWS: BLOCK RETAINING WALL #2 WHITE -PARKING STALLS, STOP BARS &LEGEND, CROSSWALKS, 4. SEE DETAILS FOR PARKING STALL MARKINGS, HANDICAP SYMBOLS, SIGNS, AND SIGN POSTS. 10. THE PARCEL IS NOT LOCATED IN THE 100 YEAR FLOOD ZONE. 11 ALL PAVEMENT TO INCLUDE BINDER AN SURFAC RVE PARKING: RESERVE PARKING SPACES E CONSTRUCTED ONLY IF APPROVED BY SOUTH WINDSOR PLANNING AND ZONING BEGIN CC ISSION (MEET EXISTIN R2 CONSTRUCT TEXTUREDI CROSSWALK (TYP) END CC (MEET EXISTING R25' CONSTRUCT "SERVICE 1 R2CV VEHICLES ONLY" & "TRUCK ROUTE" SIGNS CONSTRUCT 5' WIDE I CONCRETE SIDEWALK 10' SETBACK RETAIL STORES - 1/200 GFA EXISTING SHOPPING CENTER - <200,000 SF OF GFA = 4/1,000 SF BUILDING NO PARKING WITHIN 10' OF LOT LINE NO CLOSER THAN 25' TO TRAVELED PORTION OF HIGHWAY 1 TREE/10 SPACES PARKING CALCULATIONS SHOPPING CENTER = 132,834 SF = 4/1000 = 532 SPACES OFFICE = 24,840 SF 4.5/1000 = 112 SPACES BANK = 2,500 SF (1/250 SF + 5 EMPLOYEES) = 15 SPACES ELDERLY HOUSING = 60,000 SF-90 UNITS (1 /2 UNITS + 5 EMPLOYEES) = 50 SPACES TOTAL EXISTING SPACES: = 545 SPACES TOTAL SPACES REQUIRED: = 709 SPACES SPACES CONSTRUCTED: = 620 SPACES RESERVE SPACES: = 40 SPACES WAIVED SPACES = 49 SPACES WAIVER REQUEST, SECTION 13.3 e REQUEST WAIVER FROM REQUIRED 10'x20' PARKING SPACE DIMENSIONS TO 9'x1 B' # 6' C WAIVER REQUEST SECTION 13.4.1 ACK REQUEST 49 PARKING SPACES BE WAIVED FROM TOTAL PARKING SPACES REQUIRED -' v 2'4' EXISTING PYLON SIGN - TENANT SIGNS T oo- BE MODIFIED TO INCLUDE STOP &SHOP PANEL BEGIN c®iT �- >- RELOCATE EXISTING D m cn LEGEND: NO LEFT TURN SIGN I ® CART CORRAL (TYP) R' I HANDICAP PARKING SPACE R3' & PAINTED ISLAND C EXISTING PARKING SPACE 18 SPACES R3' C PROPOSED PARKING SPACE 5 9° 30' . EXISTING BUILDING 0 0 cne Uj a da--_ R10' R20 I CONSTRUCT TRUCK ROUTE" SIGN 10' SETBACK R5' CC91 I R10` Lu R3 U R20 cn I O � • I21 I e ' R3' R8' R15' 10' SETBACK END CC R200' - (MEET EXISTING R3' EXISTING CVS PHARMACY BEGIN CC 10,125 SF :I (MEET EXISTING ' D CC (MEET EXISTING V R100 R.7' G R15 ERI Tip. N P flu I ®SPACES Q12 PACES N� m ®SPACES r R2.5' 1 1 1 I I 18 SPACES (9'X18') RIV R15 C OC TE R15 . � - _ RESERVE PARKING SPACE 31 15 z -� ^' ASPACES END CC ,r,♦ -` • = �'. CONCRETE PAD/WALK (M S NG R2 100 CONSTRUCT TRUCK -� PRnPFRTY I INF nnue.Tn, r r.,... ROUTE" SI(NI - SETBACK LINE I wrva r r<ua i _ a1u BEGIN BB/END C� -� - EASEMENT LINE 00 I C LIMIT OF WETLANDS CC I CONCRETE CURB 0 Sn- SINGLE YELLOW LINE DYL DOUBLE YELLOW LINE D SW- SINGLE WHITE LINE z I GUARD RAIL SCREEN FENCE �] -v- SIGN i LIGHT POLE BASE • BOLLARD I CONSTRUCT HEAVY DUTY I PAVEMENT SECTION O PARKING AISLE DESIGNATION SIGN BBC BY BUILDING CONTRACTOR ' BSC BY SITEWORK CONTRACTOR i • I / J,-� - -- OAKLA OV EXISTING SIGNAL LEND -BB - - - Z(MEET EXISTING) RELOCATE SEVEN PARKING SPACES -BEGIN BB (MEET EXISTING) Ir BB i 10' :Y R3' - D E PAVEMENT PRIOR HANDICAP SYMBOLS AND PAINTED ISLANDS. 5. PARKING STALLS SHALL BE 9 FEET WIDE BY 18 FEET DEEP UNLESS TO GRANTING OCCUPANCY CERTIFICATE TO "STOP & SHOP". WALL- --"" CONSTRUCT 10' HIGH CONSTRUCT LL-8W < FIRE LANES & LEGEND, CENTERLINES, OTHERWISE NOTED. TIMBER FENCE TRANSFORMER PAD » 12. SAW HORSES SHALL NOT BE USED TO CONTROL PARKING IN THE -.'GIN �\ 6. PAINTED ISLANDS SHALL BE 4 WIDE DIAGONAL LINES 3'-0* O.C. STORE FRONT AREA. R65' D WALL - 7' MIN CE END FENCE ` CONSTRUCT DUMPSTER BORDERED BY 4" WIDE LINES. PROVIDE THE WORDS "NO PARKING • AROUND PAD �® G�` �ENC_LOSURE FIRE LANE IN 3-FOOT HIGH LETTERS EVERY 200 FEET IN THE 13. SEE SHEET B-1 AND B-2 (A-2 SURVEY) FOR PERIMETER ? " R4 (MEET E7pST117G) PAINTED FIRE LANE. INFORMATION. CONSTRUCT 7.-'3TOP BARS SHALL BE 12" WIDE. 14. SEE SHEETS C-6A, B AND C FOR ALL WORK ASSOCIATED WITH r.Ro'ToR DOILY PAD 14CONSTRUCT p OFF -SITE IMPROVEMENTS. _ u;-Y p `�? Rao 15. VESTIBULES AND GABLES BEING CONSTRUCTED AS A PART OF THESE IMPROVEMENTS SHALL NOT HAVE A SECOND FLOOR OR MEZZANINE AREA. ENCLOSED :-.. -: ... ...._ .: .. a.. _ ..•. --- ..... � N � Q 16. THE CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR TO DETERMINE ALL LINES AND GRADES. 830 SF 710 SF a, .• a•+. r ' c .. • a ENCLOSED R9' CONSTRUCT CONIC. i527 -' - �k'� ` ` 17. CLEAN AND COAT THE VERTICAL FACE OF EXISTING PAVEMENT CONSTRUCT AT THE AWCUT LINE WITH RS-1 EMULSION IMMEDIATELY CONSTRUCT COMPACTOR PAD (BBC) X3 CORRW BOLLARD (TYP) �• PRIG T PLACING NEW BITUMINOUS CONCRETE. OR DOWN RAMP TIP CONCRETE SPRINKLERL 300 EXTEND EXISTING ``� 18. 0 TRACTOR SHALL PROVIDE EXCAVATION AND SUBGRADE STAIRS (BBC) i001', - R� , WALL 0 NEW Pg�(R'ATION FOR A+LL CONCRETE PADS & SIDEWALKS 1 BEGIN BB ° CURB XO ` JACENT TO THE BUILDING. CONCRETE AND GRANULAR LIMIT OF DOR RAMP - BA •E TO BE PROVIDED AND CONSTRUCTED BY THE SIDEWALK BSC ( BC) LIMIT OF (MEET EXISTING) BU DINQXONTR�eTOR. EXISTING / PROPOSED . ucT NTRACTOR •Td PROVIDE BACKFILL AND COMPACTION AT o BUILDING ,o CURBLINE AFTER CONCRETE FORMS FOR SIDEWALKS AND I RETAIL ADDITIONS TRANSFORMER PAD 1,100 SF f lb- a� PADS HAVE BEEN STRIPPED. COORDINATE WITH BUILDING " 0)EXTEND EXISTING �FONTRACTOR. WALL TO NEW PROPOSED ?�S- CUB LINE 20. 1EGMENTAL BLOCK WALL: RETAIL ADDITION q CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING RETAINING FEED S P R .�a••-+• . ft � 2,190 SF f � WALL DESIGN FROM WALL MANUFACTURERS AND SUBMITTING TOTAL. GROUND C(I $p � DESIG TO ENGINEER FOR APPROVAL PRIOR TO COMMENCING CT TEXTURED =66.496 SF STRUC " UTILITY ROOM �? CONS, CTION. CONTRACTOR SH FURNISH ALL LABOR, MATERIALS, & EQUIPMENT RE ED 0 PERFORM ALL OPERATIONS CROSSWALK 31-PARKINGSIGNELANE ` LIMIT OF IN CONNECTION WITH INSTALL TION OF RETAINING WALL IN LIMIT OF =711 49 SF 0650(p) IN SIDEWALK BSC / BSC E-STRIPE / ACCORDANC,WITH DESIGN A PROVED BY E NEER. CONSTRUCT "FIRE LANE / EXISTING BUILDING \PARKING AR ER '�- 21. THE CONTRA OR SHALL PR VIDE AN AS -BUT T PLAN PRIOR NO PARKING SIGN CONSTRUCT D TO REMAIN ° TO THE COMPLETION OF THE ROJECT. 31-0650(D) CONSTRUCT "FIRE MOUNTED HA 52,923 SFf END BB NO P � » SIGN E SIGN 31_062q �A (MEET EXISTING) END 22. BENCH SHALL BE 6' MAHOGANY EL 28 BY VIC R STANLEY BB EN ENTRANCE CONCRETE 3i-O6 0 WITH DIRECT filIRY IN GROUND INS LAT10N. p 312 sr: SIDEUy, (BBC) GREENHOUSE TowER CONSTRUCT (WOOD) BEGIN BB (MEET EXISTING) ' 335 sr• BENCHES (3) R I EN LIMIT OF 1 e•,: ..t►.. x k �. wD •. CANOPY y. _ . , „ .../ .• SIDEWALK BSC I b. :blb• -a y. Towm eG r d1U• s- - �a y .i.�' i y •. .•.e .Da ' •'f . . - y �i i �� , RECONSTRUCT 24' i8' "' DUMPSTER PAD CAP.'INRCT -'-CONSTRUCT dCONSTRUCT RAMP (BC)RAMP DUMPSTER ENCLOSURE R5' 51 :.... R3'- ... - R CONSTRICT Of 3' R3 B R3• R3 5' R5' CC R5, PAINTED • IRELA ME LLJ , 3' R5' R3 RV R3 ® C C R5' R5' c R3 R5 / v a -i -j i�: I Q Z O I-- Z to to c 0 Z Z o w O O n � � U � LL-O Q 0( W Q w Z Ld NI1IZ 3 ' ' R3' R3' D in -� N _ r R3' R N N � 0.� - LAND UCT AINTEp � �C'L7 P- I CON _... _ R40' MOU AP RV II cf) WI� Zn td USIGN R3' rn Q ® f- Ld � R3' 3. R3' C R3' .365R3 3' R3' 3'. / I m to i- CD R3 R3 VR3 I Q ms�- _ R3' CC R3' R3' - 'd � o V m 01 R3' 3' R3' X:C R3' , x 42 / � U O ® Z Z O L1� Z a a a 0 m m m R3' R3 CC 3' I LiJ WI U ?�, X -3 R• _ Ld R3' • SUMMERVILLE ASSISTED i Q U w� ate.. f - N O N �+ �► q C a° m °' R3' LIVING FACILITY 0 to 0 0 Q 0- b- O U 0 ao ® oo °• ° 0 � 26' °p 07 ° 60,000 SF I STRUCT UGH I I I - BASE N N N °' a24' 18' TOWER LOCATE o I CART _ STRUCT 5' WI w R3' CURRAL (,O, i8' 24 18' CI SIR T B CONIC. SIDEWALK -"-� 3' R MOUN DICAp RECONSTRUCT -J'i; co R3' HAINDICAP DUMPSTER PAD � �� � � 60' Rs' CC R3, 6Q, R3' R3' R 3' R3' SIGN 31 062A & CONSTRUCT to " " # Q di a 60' R3 DUMPSTER II I11111 STRUCT ST SIGN, [� �, B 3' 60' Rs' ,R3 ® 3, 3' ENCLOSURE BAR, & LEGEPIDOYP) .. ��� I I Q ° c RV TRUCT 60 CC R3 R3 ® 40' WETLAND 07 6 R70' R OSSWALK - 60 R3 60 3, BEGIN BB BUFFER I � :3 ,� � qo DNSTRU R' R' CC r R3 .(MEET EXISTING ABEGIN BB iri g sia g P-DOWN R 5 3 UMIT Of' EVSTIN D BB ,a BEGIN WALL I I I B {� RAMP R5 R3 PA T G MEET EXISTING 15` �^ -BEGIN GUARDRAIL DETENTION �s g �, ; -9,0 R10, R3' 3, 24 R5 BASIN I I N a C 3 RV RV R3' R3' R3' CC 3. GIN BB R15' 3. C U T "D N .Aci 1d ts: r>a8 R5' R5' R R3' MEET EXISTING GF' ONSTR C 0 NOT I I I CONSTRUCT TEXTURED R5 R5 R3' CONSTRUCT R3 5QQ' ENTER SIGN RN CROSSWALK (TYP) CONSTRUCT LANDSCAPE 5' R5' R5 TIP DOWN RAMP °' END CC Rto' R1o' ISLAND (TYp SCAPE N R5 BEGIN '00 so CONSTRUCT GUARDRAIL CONSTRUCT REDr� R10' CC SPACES , CROSSWALK ( ) R1 R5' ® a �oF W/ TERMINAL END SE TIONS _ _ U \ " g g R3D' 9 ns R30' ® S • ^�( Oh g tz y d tz IL / ' � R25' ° �� 0, ..... •- - -� _-� _f � � � � 1 1 3 V ro �RETAININGSEGMENT 1 R3' •�, R2o, R - _ CT "STOP" ALL1 SIDE YARD O g �� - -_ - = - 1 n SIGN do LEGEN s'.o ' BL U A a R2 ' a n. �` nns ,rnr er runt N: _ - rY)1 CONSTRUCT LICK n `l3/ / 9_ 90Fn _ .-END B C_1 i A -a,vra,Rv., ca muG � y ST �:c: CONIC. `SIDEWAUC -_ ROUTE" SIGN - - R3 R5'�% `Fs+ (MEEK EXISTING) I I ;� a� CONSTRUCT " P S R2o' R2 R2o' R ! 3' "ViBAR, & LE D (�') SrOP - g U Oso ss c CC PD-CON TR 90 9J �i P DOWN RAMP, BEGI •ND BB ,... # (MEE EXISTIN R26, R CON WIDE EXISTING , I 18% • A 1�c TOP STING) 13 SPACES BEGIN CC �' • d _ (MEET EXISTING) 81 D CC 11 SPACES R3 R3' o CONSTRUCT "STOP" ►.. I I w o d� c e (MEET EXISTING) 12 SPACES SIGN, BAR & LEGEND 45 SPACE BEGIN CC (MEET EXISTING) CONSTRUCT 5' WIDEvi . I r FAIL) .(t` CONIC. SIDEWALK-w ok r Fi _�`T>>. r i 1 d v - -- .� -„s �BEGI s '777-j (E N) � .• •> (MEET STING) cpcp0�6� R3' O O,� 'f I I EXISTING OFFICE CONSTRUCT CONCRETE "'', R1 BUILDING DUMPSTER PAD & ��-` to m END WALL I E 8,040 SF DUMPSTER ENCLOSURE EXISTING OFFICE 4 'b / D RAILI BUILDING CONSTRUCT HANDICAP 8,000 SF CONSTRUCT NEW y m SIGN 31-062A &VAN OR RELOCATE ' I ACCESSIBLE SIGN R7-88 -- ° ' EXISTING GAZEBO �° - `- r `- - • • EXISTING PYLON- � Q- o SIGN - TENANT SIGNS TO BE MODIFIED TO INCLUDE c) }CIO F STOP &SHOP PANEL u 40' WETLANIn I ■� 00 O 25 50 ( IN FEET ) 100 T to J 4PPROVED BY SOUTH WINDSOR PLANNING AND ZONING COMMISSION ON FEBRUARY 5, 2002. CHAIRMAN DATE `TJ > f MEET EXISTING 1695 VSUFFER rEND CC (MEET EXISTING) BEGIN CC (MEET EXISTING) EXISTING SIGNAL 0 1751 .ELLINGTON ROAD PLOT PLAN MU co �- Z 'qVJ CM (DCU 2 6 _ �-�z L CO .4J •� "-' Coo :: to o 00 co d C L1_ N 0 ILO 0 C-2 ` � I I I I I 51/36 F 8 F N` SAMSEL PROPERTIES P F CALVARY CHURCH HURCH I I 1 51/34 C/O RICHARD MA - OF THE ASSEMBLIES / I N/F / CARMON & COMPIX - - - by I I I I F: I 51/33 I / N/F 51 /35 VILLAGE AT /�- - - BUCKLAND COURT I SAMSEL PROPERTIES PARTNERSHIP 1 I C/O RICHARD MAHONEY I I D_I � 51/32 FREDKATTEt> /' N/' ' loll 52/92 N/F 1 JOHN & DONALD DZEN / / PROPOSED�!� I m SAMS TRAFFIC SIGNAL / f y ` 1540 SULUVAN AVENUE - SOUTH W1NO.SOR, CONN. 06074 p ' I 1 AREA CODE B84! 844.2511 / / I u July 18, 2000 Certified #P462498107 I I I 1 J-- Robinson & Cole 1 1 Is Attn: Attorney Tom Cody 280 Trumbull Street Hartford, CT 05103-3$97 I I I I I - RE: Appl. #00-23P, Stop & Shop, 1725 Ellington Road, RC zone I 5 /F FRANK E. AHEA N 1 oz ■ To Whom It May Concern: 51 /10 N/F Op ■i I I I SAMSEL PROPERTIES PARTNERSHIP j P At the July 5, 2000 regular meeting, the Inland,Wetlande , I I I I C/O RICHARD MAHONEY � II Agency/Conservation Commission approved application #00-23P - Stop & _ - - Shop Supermarket, Inland Wetland/Conservation Commission application I for the construction of a retail facility, drainage structures and associated _ I ■ improvements on 1725 Ellington Road (Assessor's map *5 1, Parcel #'s 2, 3, 4, 5, 6, 8b, 8d, 9 and a portion of lot #16, on Map #50 formerly known as a portion of lot #17 on Map #50 and a portion of lot 4148 on Map #51), RC zone. This approval is subject to the following conditions: 51/12 ■ N/F I 1 ■ / 1. One blueprint copy of the entire set of plans and this letter RICHARD S. KELLEY 1 reproduced thereon, must be submitted to this Commission. This I _ �N8 woomm" �2� i - - must be completed within 65 days of approval prior to any I _ _ - - 101.81, / construction activity on the site. Plans submitted to Planning & I I / Zoning Commission shall be considered having met this requirement. ■ 2. The application shall indemnify and hold harmless the Town of South — - - T - - - - - - I ■ Windsor against any liability, which might result from the proposed I operation or use. I 00 0 Ito O Lo 3. The permit is valid for five years and shall expire on July 5, 2005. It I � is the landowners)/applicant(s) responsibility to track expiration 1 ' ■ z' dates and notify the Commission of a renewal request at least 65 days I 51/9 prior to expiration. _N/F \ \ — _ I N/F MELVIN STEIN % 51/13 - - - - - SNET ■ N/F ■ 1 HAROLD L DODD N= 6'44- 02" Step 6c Shop Supermarket i _ - July 18, 2000 Page 2 ��, ►k EXISTING 4. An approvals required must be obtained and submitted prior to any 1 N PHARMACY activity on the site. 5. A contact person shall be identified on the plans, p I 51 /14 ■ 6. We recommend a bond in the amount of $5,000 be submitted to the I N/F Planning & zoning Commission to ensure compliance with the erosion and I j LTON & IVIRGIN A FLOR ELIS M tosedimentation control measures. e 7. We recommend a bond in the amount of $5,000 be submitted to the I o Planning & Zoning Commission to ensure the growth of the basin 4 z plantings. t1 II n - - y 8. Incorporate the long-term wetland mitigation plan as specified on the plan 1 entitled "Wetlands mitigation plan' prepared for The Savings Bank of �l 51 �1 ■ 1 238.07' Rockville dated 10/20/99. OJ. KIRBY .. 3 4 _ HOLCOMB I I t5y 41 4Y W - I 51/16 I 51/7 9. Yearly maintenance of invasive plantings. Willentat7 the physical annual N/F N/F inspection and removal of invasive plants incltading purple lysstaife and JUU I SOVEREIGN BANK pl'tragmites. i ULLER EXISTING Very truly you-, — — — BANK 51 /19 I N/F 51/ . I N 4 INLAND WETLANDS AGENCY/ JKIRBY I H1 , CONSERVATION COMMIOLCOMBE ROBE & SSION /20 I BROB I I , WINDSOR_ ' 1'iSZ.il� WalntJ/'/'•,• _ .RTS CENTER e hatrperSon \ I L�-1 I 51 18�____�- EW:dr N F ROB BRIAN SMITH cc: Chief Building Official 0- Town Engineer Stop & Shop Supermarket OA-BEAN ? 64/17 _ _ _ 1*- - N/F / 7 RAMOND HEGWEILLER / 1 f / TXISTI G Q TRAFFIC SIGNAL / 64/18 WAPPINGNCOMMUNITY / / 64/19 ` CHURCH INC. / N/F \ T / I PARSONAGE WAPPING COMMUNITY I / CHURCH \ 1 I / I 64/20 , -- -- -_ / N/F I WAPPING COMMUNITY CHURCH I / / 6,4/21 I \ WAPPING COMMUNITY I —� CHURCH ■ IGARY & JEAN G LLI // \ 27/15 I I , / / f � i�-"i:✓„'r• � � t +^.c.j.+�..^i. ���,•�n.'-f,.•� \ CATHOLIC N/F NE HIP I / � \ \ ASSOCIATION MOF THE I' / / / / // �``lara� co` 4` � 15a0 SUWVAN AVENUE SOUTH WfNDSOR. CONN. 0607a a AREA CODE e6t1! 6442517 EY � � ARCHDIOCESE OF HARTFORD / 51 /41 / / / / / CERTIFIED MAIL \ N /F JAME:S DESROCHER 51/42 N/F/ February 19, 2002 DAVE & NATHALIE / 51/43 / / WISNESKI N/F / Mr. Richard S. Kelley PEDRO DACRUZ RSK-Kellco Inc. \ 1744 Ellington Rd 51/38 / / South Windsor, CT 06074 N/F STEVEN HERSHCOPF / �'' / Dear Mr. Kelley: / , I WAYNE GERLT / \ \ \/ / 51/44 \ \ N/F At its February 5, 2002 meeting the Planning and Zoning Commission voted to settle all litigation ANDRIAN & between Stop & Shop, Inc., Richard S. Kelley and the Town o€South Windsor by approving a site plea of / CHERYL KEBALO development to construct a supermarket at Town Center based on plans prepared b 1 _ , _� \"�� . • .. Engineering dated Febmar2, 2002. as revised, and architectural elevations prepared byr John A. 50/22 Matthews, AIA, dated February 5, 2002. LIONEL &N/FMARGARET This approval is subject to the following: ,� '�, i • , ! / , Q / SOUCY / • i II / ,: �/��^ , \� / �\ 1. Prior to commencement of any site work; a meeting must behold with Town Staff. / / / • �, VC • / / / \ ' 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. I / 51 F ,// 1• / STjQ \ / 3. This applieatkon is subject to the conditions of approval of the Inland Wetlands Agency/Conservation I / BUCKLAND MEADOW % \ ` / 50/21 Commission, including two bonds, one in the amount of $5,000 for erosion & sediment control 1 ASSOCIATES / / / / / / N/F / / compliance and one in the amount of 11,000 to ensure the growth of the detention basin plantings. I: ARMAND, LIONEL & / MARGARET SOUCY/ 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. � 50/20 N/F / S. Footing drains are required if the building has a basement ESTHER COTTON / O !' / / ♦ � / / 6. A landscape bond is the amount of$20,000 is required and must be submitted prior to filing of 0 / ♦ mylazs. 50/' 1 / / / / -� ♦ / / MUHANA 7. Alt plans used in the field by the developer must bear the stamp and authorized signature of the Town HUMERA of South Windsor. 51 /39 ' / / `•� ♦ / 8. WPCA approval is required. 1 / / PROPERTIES PARTNERSHIP / 5O N/F// : \ ` ` 9. If a State Traffic Commission certificate is required, no building permits will be issued until the / ROBERT JONES & \ �♦ \/ certificatehasbeenissued(perCGS§14-311). PHYLLIS TOWNSEND / - _ 51 /45 / ` / 10. The building street niunber must be included on the final plan. N/F JOE & 5N%F6 ° 11. A waiver is granted t0 allow parking stall size to be 4 feet by 18 feet and to eliminate 49 parking IRENE BERTRAND /DFV ASSOCIATES LLC/ Q O spaces, in accordance with the waiver provisions of Section 13.4.1. Stalls mustbe "hairpin" striped, 51 /47 # I / ' ' with 18" between stripes. AREA OF DETAIL /�IZABETH G. MOLLOY % �' 12. A waiver is granted to allow light pole height to be a maximum of 32.5 feet high in accordance with / / the provisions of Section 17.20.3, in accordance with the .Alternate Lighting Plan, sheet CS-b, dated February 2, 2002, Parking lot lighting betwc(m the hours of 10 p.m. and 6 ant shall be progressively ® / / o / — \ \ dimmed such that lighting closest to the store and at the main entrance on Ellington Road can remain �G -- — , / at 100%, lights midway dimmed to 75%, and lights Ambest away dimmed to 50°/0, subject to review r by PZC as to the safety and adequacy. 13. Town Engineer's review of site modifications is required. N8541'43"E ...�� 317.90 aw,S�4 3 / / / % ! 14, floodlighting must be shielded in accordance with zoning requirements, and cannot Spilt beyond the �zp2ry` _ ,' / NO IMPROVEMEN S i fapade. , / / I5.Only two secondary signs are allowed. N O n 0 'D CL CL Z O U Imo- Z to O Z in O U O Li. O 0 .1., W Q N C) N W 0 6 N Z 0 THIS rUM HUUP N OF THE SITE 16. Construction of the off -premises sidewalk is subject to approval by IWA/CC and to the acquisition of p (� -C] _ ` • �1�8 is f' /-'� • ,' �� \ \ necessary easemotits and/or permission fmm owner(s) o£the property. N � L \ �0 I' / 17. Brick pilasters are to be continued around building comers. N W O 3 rn � - - \ , 0�` 18. No Certificate of Occupancy for the sup=mket will be granted until final pavement is placed. to J V- ZO \ 219.37�- f i / 50/17 19. This approval is subject to applicants' withdrawal, upon approval of the CT Superior Court, of the p_ m PROPOSED SUPERM T \ � 1 N/F ��owin eats' m \ _ US POSTAL SERVICE $ appeals: W Q Q Q l \ I I #1 The Stop & Sh v Sut>ermarket Comuanv, et at vs. Planning &Zoning Cartunissfan Superior W m j U O \ Court Docket No. CV-00-0802553S j Z Z O LL 1 Z I I ,J Qf \ L► .. 1 t� 1 #2 Sh Su ermarket Co an et v . P & Zonin Commi s ' Superior fW- Q V) Q n- O J EXISTING \ " �— Court Docket No. CV-ol •0806007s Q U w 0 a of - o RETAIL �r ' ■ rn ` I #3 The Stop & Sh-w Supermarket Company et alvs. iz Board of Appeals Superior Court Docket No. CV-01-0806241S V #4 The Ston & Shop Su market Company, et al vs Zoning Hoard of AM-d Superior Court I Docket No. CV-01-0807217S (A00) ■ !r \ - / ■ \ i and the following action currentlypending in Federal Court far the District of Connecticut: The Stop & Shop Supermarket Cowafiv vs. Town of South Windsor, et al Docket No. A O \ 30I CV 1297 (JBA) C A. o ■ lei ' ■ ` \ I I o o 0ge ci SU M M ERVI LLE ' Black and white transpazent mylars of Sheet #C-2 with the above modifications, together with three b SSISTED LIVING ■ I ` I blueprint copies of the entire set of plans must be submitted to 0 a Corataission within 30 daya to be FACI LI T1G ■ I stamped and signed. lire letters of approval of this Commission, as well as the inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars.I co After the mylars have been signed by the Cotnrnission, they will be returned to you for filing in the Office ^I N of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning I IIIII Department. tlp Te ,o' vE AND .. 1 \ ^+ ` �; .�� tJ dam° BUFFER 1 - l` � Sincerely, ro ■� \ \ _\ Kevin McCann, Chairman W ,� O's 0 4- Planning and Zoning Commission P4 ME 4D H m \ I t `. \\ xMcC/lcag ® e� 0 3 cc: Town Engineer w / : ■ ° \ \ Chief Building Official o n ID m bb \ Assessor A I,TI C' I ' \ '.\ Arty Solomon Kerensky -- ANK/0 IC 1 ■ . \ lei �' C r 51 /1 N/F 1 RICHARD S. KELLEY Itim V a). pro ••\ I � � o 50/16 EXISTING 0 \ `�1 tl / ° SAVINGS BANK OFFICE OF ROCKVILLE \ ` r �� O tl 0 IN/F_ l,T� .g�_uAD EXISTING XISTIN �'°%� °' lJ\' "' a a0 OFFIAFFI CE 486.66' 473.7 r ° Irk S89'38 05 W - - - - - - _ r2 N89'41 - - --- -- - -- -- -- -- -- -- -- --��- -- -- -- -- - -- -- 0 t� 0) I 1 I ® 64 40 I 1 �. 1 1 .—� _r I 1 I I Lip GRAPHIC SCALE I W RREN NEWBERRY I THOMAS McKENNA 64/43 I too 0 50 100 200 400 t] I I Co N/F I I 64/47 I I I Ii::. O 64/ 9 I R HARD S. K EY N! F I I I ■� O N/ I 64/46 GARY SPELUCIN , 64/ 8 I I .:.� OWN O CU OF 64/41 1 I f -' N/F , N/ NDSOR N/F I RICHARD S. KELLEY NUNZIO & NCENT ( IN FEET) I '� 1 RICHARD S. KELLEY SICA & G TRAUD , I _ _ I 1 N I 1 __ 1 I � GAET 0 I I I N/F , 1 I � `�`;_ � � 1 6N/F2 I - - - - - _ - - - I 1610 EWNGTON ROAD ASSOCIATES 'p L{� CL I _ RICHARD S. KELLE I I 64/50 1 ■ coC 64/38 (6 I I HENRY & SHIRLEY WAYNER I I I N F - : N 1 I JEFFREY COHO - I N � _ 64/49 J _ _ .. ZP O (n WEBSTER COURT ASSOCIATES I _ �. _ _ I LU C Z 1- Qi rr 00 64/37 1 1 1 64/45 __ L I N/F CH D S. KELLEY I - - �� _ _ O m RICHARD S. KELLEY 1 I 63/11 1 1 .:�, >, N m N/F SOUTH WINDSOR LAND 1 (!3 W - ^ - - - -a, 6N/36 6N/F4 - �` _ TOWN OF RICHARD � i RICHARD S. KELLEY tP,, R, VED BY SOUTH WIND-SOR-PLANNING AND ZONI C �NIM SSION ON FEBRUARY 5, 2002. - - ('I-IAIRMAN DATE I CONSERVATION TRUST, INC. 1 N Lo 0 0 KEY MAP C—3 PI ANT SCHFnl11 F CODE1 BOTANICAL NAME ICOMMON NAME I SIZE REMARKS QTY DECIDUOUS TREES FP Froxinus Pennsylvanica 'Marshalls' Marshalls Seedless Green Ash 16' Ht. B&B 3 GTI Gleditsia Triacanthos Inermis 'Shademaster' Shademaster Honeylocust 16' Ht. B&B 25 ZS Zelkova Serrato 'Green Vase' Green Vase Zelkova B&B 41 CK Cornus Kousa Kouso Dogwood 14' Ht. B&B 2 CP Carpinus Betulus 'Frans Fontaine' Frans Fontaine Hornbeam 16' Ht. B&B 5 EVERGREEN TREES PG Picea Glauca White Spruce 8 - 10 Ht. B&B Sheared 1 PN Pinus Nigro Austrian Pine 8-10' Ht B&B (Sheared) 9 PS Pinus Strobus White Pine 8-10' Ht B&B (Sheared) 15 SHRUBS IGC Ilex Glabra 'Compacts' Compact Inkberr 2 1h - 3' Ht. Container 78 TC Taxus Cus idato 'Densiformis' Dense Spreading Yew 2-2 Ht Container 31 RO Rhododendron Olga Mezitt Olga Mezitt Rhododendron 2 3' Ht. Container 74 IM Ilex Meservae 'Blue Prince & Princess' Blue Prince & Princess Holly 2 '� - 3' Ht. B&B 11 JM Juni erus Chinensis 'Mountbatten Mountbatten Juniper 6 - 7 Ht. B&B 7 JP Juni eras Chinensis 'Seagreen' Sea Green Juniper 2 - 2 1h' Ht Container 146 SB Spires Bumaldo 'Anthony Waterer Anthony Waterer Spirea 2 1h - 3' Ht. Container 54 JC Juniperus Chinensis Pfitzeriano 'Compacts' Compact Pfitzer Juniper 15 - 18" Ht. Container 196 GROUND COVERS AND PERENNIALS DL lHernerocallis Stella Doro Stella Doro Daylify 2 Qt. Container 100 H Hosts 'Royal Standard' Royal Standard Hosta 2 Gal. Container 30 #I 10' SETBACK EXISTING BUILDING4 c I Lz om w 0� —_ BI CH 15" OAK PLANTING NOTES: I ° 24"/12" 1. PLANTS SHALL BE IN ACCORDANCE WITH THE CURRENT "AMERICAN DOUBLE 18" -, ASSOCIATION FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN r,7777 °° AS MAPLE'' ASSOCIATION OF NURSERYMEN. 2. PLANT STOCK SHALL BE GROWN WITHIN THE HARDINESS ZONES 4 THROUGH 6 1515 ASH ESTABLISHED BY THE PLANT HARDINESS ZONE MAP, MISCELLANEOUS 10' PUBLICATIONS NO. 814, AGRICULTURAL RESEARCH SERVICE, UNITED STATES EXISTING SETBACK DEPARTMENT OF AGRICULTURE, LATEST REVISION. BUILDING 3. ALL PLANTS MUST BE MOVED WITH THE ROOT SYSTEMS AS SOLID UNITS WITH BALLS OF EARTH FIRMLY WRAPPED WITH BURLAP. NO PLANT SHALL BE ACCEPTED WHEN THE BALL OF EARTH SURROUNDING ITS ROOTS HAS BEEN 1 BADLY CRACKED OR BROKEN BEFORE PLANTING. ALL PLANTS SHALL BE FRESHLY DUG. ALL PLANTS THAT CANNOT BE PLANTED AT ONCE MUST BE HEELED -IN BY SETTING IN THE GROUND, AND COVERING THE BALLS WITH SOIL AND THEN WATERING. DURING TRANSPORT, ALL PLANT MATERIALS SHALL BE I WRAPPED WITH WIND PROOF COVERING. 4. PARKING AREA PLANTED ISLANDS TO HAVE MINIMUM OF 4" TOPSOIL. I I REMOVE ALL CONSTRUCTION DEBRIS BEFORE TOPSOILING. 5. PLANT MATERIAL SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS TO THE ORIGINAL PLANTING GRADE PRIOR TO DIGGING. 10' SETBACK 6. ALL DISTURBED AREAS NOT TO BE PAVED OR OTHERWISE TREATED SHALL RECEIVE FOUR (4) _ INCH LOAM AND SEED. — — 7. SEE PLANTING DETAILS AND SPECIFICATIONS FOR 1 JC ADDITIONAL REQUIREMENTS. # 8. ALL PLANTING SHALL CONFORM TO 6 SPECIFICATIONS, SCHEDULES AND MAINTENANCE ACK INDICATED IN THE STATE OF CONNECTICUT 1FF DEPARTMENT OF TRANSPORTATION STANDARD EXISTING SPECIFICATIONS FOR ROADS, BRIDGES & CVS PHARMACY 71G INCIDENTAL CONSTRUCTION, LATEST EDITION. 00 10,125 SF �J W 9. ALL CONSTRUCTED LANDSCAPE ISLANDS SHALL BE v7 PROVIDED WITH IRRIGATION. AN IRRIGATION PLAN •-00 D SHALL BE SUBMITTED TO THE SOUTH WINDSOR 0 m 1FI PLANNING DEPARTMENT FOR APPROVAL PRIOR TO m CONSTRUCTION. 10. THE CONTRACTOR SHALL FURNISH AND PLANT I L,• ALL PLANTS IN QUANTITIES SHOWN ON THE PLANS. 4 12 SPACES NO SUBSTITUTIONS WILL BE PERMITTED UNLESS P �¢c 3R0 TRANSPLANT EXISTING APPROVED BY OWNER. ALL PLANTS SHALL BE I SHRUBS TO ISLANDS ~ NURSERY GROWN. 11. THE NUMBER OF EACH INDIVIDUAL PLANT TYPE D 5J AND SIZE PROVIDED IN THE PLANT LIST IS FOR THE CONTRACTORS CONVENIENCE ONLY. IF A S� ° DISCREPANCY EXISTS BETWEEN THE NUMBER OF PLANTS ON THE LIST AND THE NUMBER SHOWN ON THE DRAWINGS, THE GREATER NUMBER SHALL 1 APPLY. P s _ 0A�LAN� EXISTING BUILDING TRANSPLANTT 4F 7JM ®® QD r--�� TRANSPLANT 1PS L EXISTING ' BUILDINC PLANTING NOTES CONT.: 15. THE CONTRACTOR SHALL INFORM OWNER AND THE LANDSCAPE ARCHITECT, 12. TREE STAKES AND WRAP SHALL REMAIN IN PLACE FOR NO LESS THAN IN ADVANCE, WHEN PLANTING WILL COMMENCE IN ORDER TO ARRANGE 6 MONTHS AND NO MORE THAN 1 YEAR. PROPER SCHEDULING. FAILURE TO DO SO MAY RESULT IN LOSS OF TIME 13. PLANTING SHALL BE COMPLETED FROM APRIL 1ST THROUGHT NOVEMBER 1ST. OR REMOVAL OF ANY PLANTING NOT INSTALLED AS SPECIFIED OR DIRECTED. THE CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR STOCK TO 16. THE CONTRACTOR SHALL LOCATE, VERIFY, AND MARK ALL EXISTING AND ALLOW FOR PLANTING IN ACCORDANCE WITH THE CONSTRUCTION SCHEDULE. NEWLY INSTALLED UNDERGROUND UTILITIES PRIOR TO ANY LAWN WORK OR o 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTING THE PLANT PLANTING. ANY CONFLICTS WHICH MIGHT OCCUR BETWEEN PLANTING AND MATERIAL DELIVERED BY THE NURSERY SUPPLIER AND SHALL NOTIFY THE UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER SO THAT OWNER AND LANDSCAPE ARCHITECT OF THE DATE OF DELIVERY TO ALLOW ALTERNATE PLANTING LOCATIONS CAN BE DETERMINED. • o \ AN ON- INSPECTION OF THE PLANT MATERIAL PRIOR TO UNLOADING. • 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PLANTING AND LAWNS AGAINST DAMAGE FROM ONGOING CONSTRUCTION. THIS �. PROTECTION SHALL BEGIN AT THE TIME THE PLANT IS INSTALLED AND CONTINUE UNTIL SUBSTANTIAL COMPLETION. 15PS � in >- ' 18. THE LANDSCAPE ARCHITECT SHALL INSPECT ALL WORK SHOWN ON THE `v DRAWINGS AND AS SPECIFIED FOR SUBSTANTIAL COMPLETION UPON WRITTEN °,:::.�• -�-� \ `� Lu REQUEST OF THE CONTRACTOR. THE WRITTEN REQUEST SHALL BE RECEIVED AT LEAST 10 CALENDAR DAYS BEFORE THE ANTICIPATED DATE OF INSPECTION. UPON COMPLETION AND RE -INSPECTION OF ALL REPAIRS OR RENEWALS r. 15H L KI'G R e.': .ay`':rtia".°` 6': ,: b.'.a. '¢:e�• r '•6 a iU-P 2GTI 5JGC 2G11 N P RKI ' ` �,,. ;..6 BI;�LCH �{T1'P) _ zitv &C 9GTI Dppv`'O"p'pTTT��T�TT 2 LONDON PLANE EXISTING OFFICE BUILDING 8,040 SF LONDON 19 (4)-4- MAPLES EXISTING OFFICE BUILDING 8.000 SF ',J{ MAPLE 0 o' a 0 o Z e MAPLE o ° O o 4' MAPLES 6' MAPLE 4• MAPLES 0 ELLINGTON ROAD IIC— — - - - - so 0 25 so 100 60 ( IN FEET) 200 i / �t ECESSARY IN THV JUDGMENT OF THE LANDSCAPE ARCHITECT, THE LANDS APE C TECT SHALL CERTIFY IN WRITING TO THE OWNER AND THE CONTRA TO A TO THE SUBSTANTIAL COMPLETION OF THE WORK. ` 1� CON Cj6R SHALL MAIIQTAIN AND GUARANTEE ALL PLANTINGS TO BE \ IN G EALTHY, FLOURISHING AND ACCEPTABLE CONDITION, FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF ACCEPTANCE OF SUBSTANTIAL COMPLETIO At: -GRASS , TREES AND SHRUBS THAT IN THE OPINION OF THE ALA SC ARCHITECT HOW EVIDENCE OF DETERIORATION AT THE END OF THE \ ONE YEAR PERIOD SHALL BE REPLACED BY THE CONTRACTOR. SUPPLEMENT LANDSAPE STONE MATCH EXIS NG I CV \ 0 \ \ v V) N 0 Z 0 F- Z Fes- cn U)O Z Z 0 O U O � a� U U) tY OO � J w (n W Z EXISTING BUILDING TO REMAIN r Z 4 ; la I b i:u a EXISTING TREES & SHRUBS ■r C) b• RELOCATED GAZEBO 10' MAPLE y _ O TRANSPLANT 1 LONDON PLANE 4' MAPLES o ° A 15' 10' SPRU 2RO �r a N F.�.1.1 •""''f - • a" "beZ4'.'u�naow�P7'C'�" I ' N I N Cq >- 3 Z O U / I I m cn 5.:m o w I I m M r U_ Q t] C)m Z .- w / 1�j Z Z O ED Z I J U 3: (r -3 SUMMERVILLE ASSISTED Q v w � a_ � �_ LIVING FACILITY o U) 0 0 60,000 SF II � 10 I � om a` # I o �m Aq o I w ®aA C I w °1 C,ce y w ° 10, Qi o SIDE YARD ►mil ® h ®l o off 02:;1 n bm m o m In . G I I I w o2'°04 I 0o sit 00 id 0 '`100 os,�N� Rig r�-43m... I S," �F I � I ■ `lY I I O 'a 0) CD o U Im RD O If 15' MA _ CD U rI y 4" B.P. /I�� -0 L N ��Ii1161Bllllig�lll� _ co ® cC- J �.. to — — — — — CL oU I�CU S (D ScO a) 1e 11 =CO c CO o 00 m >, Cn Z6LLtM N U-) O o LANDSCAPE PLAN C-4 y_ L NOTES: 1. THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE "CALL BEFORE YOU DIG" NUMBER ON -SITE AT ALL TIMES. 2. THE BEST AVAILABLE INFORMATION WAS USED TO DETERMINE THE LOCATION AND SIZE OF EXISTING UTILITIES. THE EXACT SIZE AND LOCATION OF UTILITIES SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 3. PROVIDE PERMANENT PAVEMENT REPAIR FOR ALL UTILITY TRENCHES IN ROADWAY. SAW CUT TRENCH, PAVEMENT THICKNESS TO MATCH EXISTING PAVEMENT DEPTH. OBTAIN ALL PERMITS FOR TRENCHING. 4. COORDINATE ALL WORK WITHIN ROAD RIGHT-OF-WAY WITH CDOT AND TOWN OF SOUTH WNDSOR. 5. UNDERGROUND ELECTRICAL, CONDUIT MATERIAL AND INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND ALL UTILITY COMPANY STANDARDS. 6. ALL UNDERGROUND CONDUITS SHALL HAVE NYLON PULL ROPES TO FACILITATE PULLING CABLES. 7. SEE TOPOGRAPHIC PLAN FOR BENCHMARK INFORMATION. 8. SEE GRADING, DRAINAGE AND EROSION CONTROL PLAN FOR PROPOSED GRADING AND EROSION CONTROL MEASURES. 9. WATER PIPE SHALL BE DUCTILE IRON, CLASS 54, CEMENT LINED. 10. GRAVITY SEWER PIPE SHALL BE RUBBER GASKET PVC, SDR-35 RATED. 11. COORDINATE ALL UTILITY WORK WITH APPROPRIATE U11UTY COMPANY. ALL UTILITY WORK SHALL CONFORM TO THE STANDARDS OF THE PUBLIC UTILITY. 12. THE EXACT LOCATION OF NEW UTILITY CONNECTIONS SHALL BE DETERMINED BY THE UTILITY COMPANY. 13. ADJUST ALL MANHOLES, CATCHBASINS, CURB BOXES, ETC., WITHIN LIMITS OF WORK TO FINISH GRADE. 14. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE TOWN AND STATE CODES. 15. SEE BOUNDARY PLAN FOR ANY EXISTING UTILITY EASEMENTS. 16. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE WORK OR REQUIRED FOR FUTURE CONNECTIONS SHALL BE REMOVED AND PROPERLY TERMINATED AT THE MAIN. 17. ALL SANITARY AND STORM DRAINAGE CONSTRUCTION SHALL CONFORM TO THE TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 18. CONTRACTOR SHALL PROVIDE EXCAVATION, BEDDING, BACKFILL, AND COMPACTION FOR I I CONSTRUCT THRUST BLOCK (TYP) DX• WELL I CONSTRUCT HYDRANT, GATE VALVE & THRUST BLOCK NATURAL GAS SERVICE. COORDINATE WORK SCHEDULE WITH YANKEE GAS. I I UTILITY CONTACT SUMMARY WATER ELECTRIC MDC WATER COMPANY CL&P SAL BRANCADO JAHON KARAVENDI (860)278-7850 ext 3643 (860)871-3443 GAS TELEPHONE YANKEE GAS SNET LAURI TAIT PHAKSINH MOUNDRATY 860 292-2242 (860)725-4168 S.M.H. T.F.=c i?i%TTTT � EXISTING BUILDING T.F.=96.20 + _ _ - - G EXISTING j BUILDING EXISTING BUILDING CONSTRUCT UNDERGROUND C�7 _ (ELECTRIC SERVICE W/ pi ----- -" CONSTRU " SCH 40 SWEEPS FROM CONNECTION COMMUNICATIONS CONDUITS W/ VERIFY NUMBER AND SIZE SWEEPS FROM CONNECTI IN FIELD (COORD W/ UTILITY) INTERT • " (COORD W/ UTILITY) - GONNECCTT TO EXISTING ELEC VICES z:. 4 D.W.IL -� IL GAS METER T (BY YANKEE GAS) INTERCEPT & CONSTRUCT 8"x8" TEE, CONNECT TO GATE VALVES & L EXISTING 4"DI THRUST BLOCKS Z WAS SERVICE CONSTRUCT 8" DI FIRE PROVIDE EXC-AVATM .HpDING SERVICE, THRUST BLOCKS SPRINKLER BACKFILL AND COMPACTION 19. A 10 FOOT MINIMUM EDGE TO EDGE HORIZONTAL SEPARATION SHALL BE PROVIDED BETWEEN ALL WATER AND SANITARY SEWER LINES. AN 18 INCH MINIMUM OUTSIDE TO OUTSIDE VERTICAL SEPARATION SHALL BE PROVIDED AT ALL WATER/SANITARY SEWER CROSSINGS. WHERE SEWER AND WATER CROSS, ENCASE SEWER IN CONCRETE 6" THICK OR SUBSTITUTE RUBBER GASKETED04{; PRESSURE PIPE FOR A MINIMUM DISTANCE OF 10 FEET EACH SIDE OF THE CROSSING. CROSSING SHALL CONFORM TO MDC WATER COMPANY SPECIFICATIONS. CONSTRUCT HYDRANT. 20. COORDINATE ALL WATER LINE CONSTRUCTION, INCLUDING LEAKAGE AND DISINFECTION TESTING GATE VALVE &THRUST BLOCK 0 N�' WITH MDC WATER COMPANY. .a PROVIDE EXCAVATf01V, BEDDING" 2-1_- COORDINATE ALL WORK ADJACENT TG'- THE BUILDING WITH BUILDING- CONTRACTOR_ . BACKFILL AND COMPACTION 22. THE CONTRACTOR SHALL ARRANGE AND PAY FOR ALL INSPECTIONS AND SUBMIT COPIES OF FOR NATURAL GAS SERVICE ACCEPTANCE CERTIFICATES TO OWNER. • (COORDINATE CONSTRUCTION 23. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL MANHOLES, BOXES, FITTINGS, CONNECTORS, W K YANKEE GAS COVER PLATES, AND OTHER MISCELLANEOUS ITEMS NOT NECESSARILY DETAILED ON THESE DRAWINGS TO RENDER ALL UTILITY INSTALLATIONS COMPLETE AND OPERATIONAL. .,�4. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT PLAN PRIOR TO COMPLETION OF THE PROJECT. TO WITHIN 10 FEET THE BUILDING FOUNDATION. O 25: EXIEND WATER, SEWER AND TELEPHONE SERVICES OF EX -GAS TO METER. EXTEND ELECTRIC TO THE TRANSFORMER. CONSTRUCT 8" DI FIRE SERVICE INTERCEPT & CONNECT ` ` TO EXISTING ELECTRIC ` / z SERVICE. CONSTRUCT O CONDUITS TO TRANSFORMER • (VERIFY NUMBER & SIZE IN FIELD) \ j ROPANE GAS S elf Z & GATE VALVE ROOM FOR SECONDARY SERVICE. \ / CONSTRUCT k I (CONNECTION BSC) CONDUITS & INSTALLATION •��� P� o� K COVERS BY BUILDING ELECTRICIAN (4) 1000 GAL. TANK z O CONSTRUCT 4 DI DOMESTIC O i!} SERVICE, THRUST BLOCKS & GATE VALVE a CtJ (CONNECTION BSC) \ ° O ca x 0 l U_ FF�96 0 ` o •3 CONSTRUCT 35 LF } 6" PVC, S=0.02 w ° to CONSTRUCT 73 LF p 6" D1, S-0.01 INV-89.0' '0!y INV=89.63' INTERCEPT EXISTING (CONNECTION BSC) ry (CONNECTION BSC S' PVC UCTT �CRO� CONNECTTO NG 1 INV=88.3t EXISTING BUILDING- GAS SE61 CONSTRUCT 4000 GAL TO REMAIN BY YANKEE GAS) N Z GREASE TRAP CONSTRUCT 90 RIM -SET TO FINISH GRAD 6" DI, S-0.02 CONNECT TO INV IN-88.93' INV-90.36' % EXISTING WATER MAIN INV OUT-88.s8' (CONNECTION BSc) _n INTERCEPT & CONNECT SMH TO EXISTING COMMUNICATIONS a T.F.=89.25 '`' `b~ k' b' O •6 •. 6•' .dw •.6. ',► �i,, 1,�. >' ••• •, •'4 CONDUITS (COORD W/ UTILITY F.L=84.1 • . .' CONSTR CT 188 LF� CONSTRUCT LF 8" PVC, S_O. 8" PVC, S=O 02 CONS UCT SMH -o RIM-9 INV IN 88.56 INV T=88 46 �� �► # /� « INTERCEPT & CONNECT TO ' EXISTING 8" DI WATER MAIN EXISTING I CVS PHARMACY I RELOCATE 10,125 SF ROPOSED LIGHT I HYDRANT POLE BA (TV) I N p i I # I 0 i LEGEND O N• D EXISTING DRAIN LINE W EXISTING WATER MAIN G EXISTING GAS MAIN S EXISTING SANITARY SEWER * EXISTING FIRE HYDRANT ® EXISTING CATCHBASIN ® ' EXISTING DRAIN MANHOLE U EXISTING SEWER MANHOLE I Pp PROPOSED STORM DRAIN I PW PROPOSED WATER SERVICE PG PROPOSED GAS SERVICE PS PROPOSED GRAVITY SEWER PE PROPOSED- UNDERGROUND ELECTRIC - SERVICE PT PROPOSED UNDERGROUND COMMUNICATIONS SERVICE PROPOSED FIRE HYDRANT PROPOSED CATCHBASIN ® PROPOSED DRAIN MANHOLE ® PROPOSED SEWER MANHOLE I PROPOSED LIGHT POLE BASE PROPOSED THRUST BLOCK H PROPOSED GATE VALVE BBC BY BUILDING CONTRACTOR BSC BY SITEWORK CONTRACTOR -- z 0AWLAND T d0 is I :• 6 - J J I _ 8 IRE 1 • DOMES STRUCT TRANSFORMER C7* r I PAD AND RELOCATE I TRANSFORMER. COORD INFIELD �¢c FINAL LOCATION IN FIELD WITH CL&P. EXTEND CONDUITS TO NEW TRANSFORMER AS NECESSARY. (VERIFY NUMBER & SIZE IN FIELD) Q' I EXISTING OFFICE EXIS BUILDING BANK 8,040 SF I. i I o I I II _T.F. "105.16 T.F.=104.56 T.F. "100.98 SMH T.F.-=94.40 F.L -=86.09 RELOCATE 8" # TOP SMH T.F.=94.17 F.L.(IN)=83.37 T F.L.(OUT)=82.8 133 EXISTING OFFICE BUILDING 8,000 SF ii� 0 0. •4v 0AS 4`Dw 8' F.w vas 44, / J N N SMH ,� N T.F.=94.91 In V) FL.=87.61 ® N � RECONSTRUCT I O SHAH TO ACCEP m(n m m Z M 8 PVC f INV-87.7f a �`¢ om®Ld �o / / J 0 � � Z IOU- ¢ cn ¢ CL O w SUMMERVILLE ASSISTED , ¢ 0 w w 0_ w LIVING FACILITY 0 (n 0 o ¢ a• u` 60,000 SF °3 f 40' WETLAND :. ER �$'4 93 tog F.L.=82.15 '/.• • • • ��l 0 O y0 •y1 `G !V \ ,•iONJ N Ey- wELL f ME 4 s N"! � a WI s 1.5 D.W. 6 F. SMH `%aem T.F.=93.01 I f a� F.L.(IN)=81.61 N FLOUT)=81.51 WELL : ya � a CL cm CD D- U 40' WETLAND f BUFFER M.H. - .. '� M cu ::; ::c o N : CL SNET i- - - - _ S.M.H. �>• :: O CL253 T.F.=95.1 . O - v..'I IIIIItIBlidl�llf(I 11 G - - - - A - - __ ° G _ N 2i" R.C.P. ►c0 AZ _ - - - - - - - - - -- - -- O -- - - - -' r a::Uj � N--� - L s CO aC T T a) *-• _ ^,i" PAIN 12" ItAINt 92" VAIN - _ ...._.• o - 12" MAIN i[' rnwin - 0 w co j=7ZKZ IC- n& . ,, - - - - S.M.H. + � - - - 8T.F.=93.95 a) � O o 0 0 25 50 100 200 ( IN FEET) UTILITIES PLAN C-- 5 EROSION CONTROL NOTES: ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN 13. AIS 1. ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE TH "GUIDELINES FOR SOIL EROSION AND WATER CONSERVATION" AND 14. AL TOWN OF SOUTH WINDSOR REGULATIONS. SN 2. SEE GENERAL EROSION CONTROL NOTES ON THE EROSION CONTROL AT DETAIL SHEET. AF AL 3. SILT FENCE BARRIER SHALL BE INSTALLED AS SHOWN UN AS FIRST ORDER OF WORK. DE DE ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED NE DURING THE CONSTRUCTION PERIOD IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN OF SOUTH WINDSOR. 5. PROVIDE INLET PROTEC11ON BARRIERS AROUND ALL EXISTING AND PROPOSED STORM DRAINAGE INLETS WITHIN THE WORK LIMITS AND MAINTAIN FOR THE DURATION OF THE PROJECT UNTIL PAVEMENT HAS BEEN INSTALLED. 6. THE CONTRACTOR SHALL REMOVE THE TOPSOIL FROM THE AREA OF THE DETENTION BASIN WHICH IS TO BE EXCAVATED. THIS TOPSOIL SHALL BE STOCKPILED SEPARATELY FORM OTHER EXCAVATED MATERIALS AND SHALL BE REDISTRIBUTED ON THE BOTTOM AND SIDES OF THE BASIN AFTER EXCAVATION OF THE BASIN TO THE DESIGNATED SHAPE IS COMPLETED. 7. THE EXPANDED DETENTION BASIN AREA SHALL BE SEEDED WITH NEW ENGLAND WETMIX (BY NEW ENGLAND WETLAND PLANTS INC. OF AMHERST, MA) AT A RATE OF 1 IB PER 5000 SF AND COVERED BY ERO-MAT BY CONTECH. 8. THE EXPANDED DETENTION BASIN AREA SHALL BE PLANTED AS SPECIFIED BELOW: DETENTION BASIN PLANTINGS: / EXISTING NOTES: 5. DENSITY REQUIREMENTS: N CONSTRUCT 100 LF BUILDING LOCATION MINIMUM DENSITY* O PDMH7 CONSTRUCT BAYSAVER 1K 1. ALL DISTURBED AREAS NOT TO BE PAVED OR OTHERWISE TREATED M JVED EROSION CONTROL BOND IS REQUIRED BEFORE EXISTING 15 HDPE. S=0.004 \ RIM=92.1' PDMHS PRIMARY SEPARATION MANHOLE SHALL RECEIVE 4" LOAM. SEED FERTILIZER AND MULCH. BELOW PAVED OR CONCRETE AREAS 959' BUILDING , • � az T OF ANY CONSTRUCTION ACTIVITIES. INV =88.2' PCB11 RIM=92.0 CON 6 LF RIM-91.3 TRENCH BEDDING MATERIAL AND N +� TW-91°5' . CONSTRUCT 90 LF / , 24" IiDPE, S=0.01 2. ADJUST ALL MANHOLES, CATCHBASINS, CURB BOXES, ETC. WITHIN \ o AND DRIVEWAYS SHALL BE RIM=91.1 " INV IN*87.44 INV=86.96 SAND BLANKET BACKFILL 95% t� p ING AREAS, SIDEWALKS. TW=91.5, _ _ 15 HDPE, S=0.004 / + LIMITS OF WORK TO FINISH GRADE. CONSTRUCT 11$ LF 8 INV 87.80 _. INV OUT 87.44 PC810 CONSTRUCT BAYSAVER 1K BELOW LOAM AND SEED AREAS 90� .EAN OF SAND, LITTER, AND OTHER POSSIBLE POLLUTANTS 12" HDPE, S=0. BW-90. _ = = = - �'� RIM,-91.1' CONTAJNMENT STORAGE MANHOLE 3. CONTRACTOR SHALL PROVIDE A FINISH PAVEMENT SURFACE FREE TWICE A YEAR. ONCE AFTER LEAF FALL, AND ONCE �IN�i=$7.02' RIM=91.5' OF LOW SPOTS AND PONDING AREASCRITICAL AREAS INCLUDE *ALL PERCENTAGES OF COMPACTION SHALL BE OF THE MAXIMUM DRY OWMELT AND AT OTHER TIMES AS MAY BE NECESSARY. -- _ �„�- . DENSITY AT THE OPTIMUM MOISTURE CONTENT AS DETERMINED AND BUILDING ENTRANCE AND EXIT RAMPS AND LOADING DOCK AREAS CTURES INCLUDING CATCHBASINS, STORMWATER TREATMENT ( :- -- - ADJACENT TO THE BUILDING. CONTROLLED IN ACCORDANCE WITH ASTM D-1557, METHOD C_ a ID OUTFALLS SHALL BE INSPECTED QUARTERLY FOR FLOATING - - - CONSTRIJC'I� STRUCT 64 LF J ¢ _ 24" HDPE, S=0.004 4. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH FIELD DENSITY TESTS SMALL BE MADE IN ACCORDANCE WITH VD SEDIMENTS. STRUCTURES SHALL BE CLEANED AS / ' - �. - - - 104- F 14 HD APPLICABLE TOWN AND STATE CODES. ASTM D-1556 OR ASTM D-2922. ZY BUT AT LEAST ANNUALLY. - - - - g3.5' 0. \.�`� _ 6. ALL STORM DRAIN SHALL BE HIGH DENSITY POLYETHYLENE 1 �.�� i /� \ (HANCOR "HIQ", ADS "N-12, OR APPROVED EQUAL). °�1° 9�` ,� \ \ \ 7. ALL CATCHBASINS, MANHOLES, AND DRAIN LINES SHALL BE ( ( / -- -- -'�_ f--1 / _ _ �'-lk c� :.':...: r': • •� r �� \ APPAq WAVP CLEANED RTARII I�Fn SEDIMENT AND DEBRIS AFTER ALL -1�� \ i ,•,' _ - 4­1.--\' 8. SEE EXISTING CONDITIONS PLAN FOR BENCHMARK INFORMATION. PCB12 i ` / / CONSTRUCT \ . 98 8r k \ \ \ -�, 9. EXTEND ROOF- DRAIN LEADERS TO WITHIN 10 FEET OF THE BUILDING \ \ \y FOUNDATION. CONNECTION BY BUILDING CONTRACTOR. RIM=92.6' / CONSTRUCT 6 LF 30 LF. 12"DI / \ CONSTRUCT 22 ' ' ' \ ` \ \~` " " INV OUT-88.79'_ , ,( i^ , 4" PVC._S=0.01 ,�"�•QQ�, / �l, I 1y nt Sinnon , ; ,; \ \ \ \` 10. 20P�SED LANDSCAPE CATCH BASINS SHALL BE 12 x12 SQUARE - ! l� INV=BB.S>3' ""'"""•" I IL. "' °""' / ` PROVIDE FOR A 1 -x12" CAST IRON GRATE AS MANUFACTURED / d (CONNECTION BSc) (CONNECTION BSC)) \ INV-87.88 ,t'�DMH5 �� •'• \ ARE"THI THE \ .� (&ONIJECTION BSC) RIM-93.0' ; ' ' \ \ �NL1i ACK 4,357 SF\ \ BY DS OR APPROVE EQUAL 0 / I INV IN-86.70' \ \ 1= L96- - -1 CONSTRUCT 118 LF INV OUT-86.70' I6 cf-a S=b.005` Kt�f/A- "I _ � CNECnc� n"�\ FC� I Imo' SCIENTIFIC NAME COMMON NAME SPACING QNTY PLANTED FORM SCIRPUS FLUMATILIS RIVER BULRUSH 3' O.C. 25 LIVE PROPAGULE OR WHOLE PLAN SCIRPUS CYPERINUS WOOL GRASS 3 O.C. 30 LIVE PROPAGULE OR WHOLE PLAN SCIRPUS PUNGENS THREE -SQUARE BULRUSH 3' O.C. 35 LIVE PROPAGULE OR WHOLE PLAN SAGITTARIA LATIFOUA ARROWHEAD 3 O.C. 40 LIVE PROPAGULE OR WHOLE PLAN PELTANDRA VIRGINICA ARROW ARUM 3 O.C. 25 LIVE PROPAGULE OR WHOLE PLAN SPARGANIUM AMERICANUM IBURREED 3' O.C. 60 LIVE PROPAGULE OR WHOLE PLAN SCIRPUS VALIDUS ISOFT-STEM SULRJSH 3! O.C. 25 LIVE PROPAGULE OR MOLE PLAN CEPHALANTHUS OCCIDENTALISI BUTTONBUSH 3' O.C. 25 POTTED 3-4' HT LL- ` \ r \ \\ 24" HDPE, S-0.004-� \ \ \.,.. \ CBAL \ i / / coN�>�s�-coo. \ - , Lzzz-,/-=96.3' i -N� 92.2 - \ T.F.=9.0.65� - STRUCT 28 LF ` " \ l \PLCB 1 . • \ PdM INV.=88.52\ \ \ \ vwi " - MM 95.8 4 PVC. S-0.01 1 _ R M=9 - - - PCB 6 / ( INV=92.48' INV�I.=92.36 \ \ \ \ 1 - RIM=95.9' CONNECII Si - - - - - BAN$TRUCT 146 LF _ = INV"Ot},-9t.46' \ \ " STRUCT 22 LF \ \ \ IN=85�7Si i CONSTRUCT ~ -- INV IN-90.80' ( ( ONSTR CT 28 LF 6 PVu �O:O1G \ / CONSTRU V $6 LF \ 8 PVC, Sa0.02 EXISTING BUILDING 5.79 a. WETLAND EMERGANTS TO BE PLANTED IN GROUPINGS OF 15 TO 20 PLANTS SILT FENCE (TYP°) \ 9" CONSTRUCT 20 LF 0 01 \ \ TO REMAIN OF ONE OR TWO SPECIES. PCB7 CONSTRUCT OUT=90 ( / 4 PVC, 0.01 " 8 Pam' =96.3t \ \ \ \ ( \ INV=91.92 4 PVC. S=0.010 CONSTRUCT 4;0 LF CONSTRUCT 3 LF FF \ \ \ P RIM-95.3' 15" HDj�E, 5 0.01 / (CONNECTION BSC) INV NNE.G � BSC) 4" PVC S=Q.0 0 PLCB 2 y DMH b. BUTTONBUSH TO BE .CANTED IN FOUR TO FIVE RANDOM GROUPINGS OF , . FIVE TO SIX SHRUBS EACH INV OUT-91.44 \ Q� INV=92.38 / RIM=95.8 �i T.F.-90.78 CB-CL \ \ \ CONSTRUCT 128 CONSTRUCT 0:0. \ \ ( �- CONSTRUCT 34 LF .1 CONNECTION BSC) INV OUT-92.8 .F.=88.82 c. DETENTION BASIN SEEDING AND PLANTING SCHEDULE PROVIDED BY gy' a'?.` 6 PVC, S-OL16 INV=92.59 ( � � r►" REMA ECOLOGICAL SERVICES. 12 HDPE, S`0.010 :,* , ' s:�:.' , 1 \ Z PCBS b: 6 . • `.\.. , . y -` Rom• \ 9. INSPECT SILT FENCES AFTER EACH RAIN STORM OF 0.50 INCH RIM=96.0' to nR GREATER REPAIR/MnDIFY PRnTFr"nnN AS NECESSARY Tn . EXISTING ........ I . ° I D \a a f -tom• • k1�\ /7, . �,ti ( \ _ \ _ � S BUILDING INV Nv TOUT=91.0' 11 I �S �I=s 6 1, y ,� \ - PCB3 MAXIMIZE EFFICIENCY FILTER. REPLACE ALL FILTERS WHEN 4� SEDIMENT IS 1 /3 THE STRUCTURE HEIGHT. \ ( `� / 5 ' �y� h� ochry X4h� �h'6 y ►. ryy IN 91.1 ' ' \ �.\ RIM=94.0' " CONSTRUCT / °' °� ca h• h '` �y o'� \ INV IN 90.5 f;8) r 10. CONSTRUCT EXCELSIOR MAT ON ALL SLOPES STEEPER THAN 3:1. " �� o�h' g• y� ,s� '� In'-, INV IN=89.44 36 LF 15 HDPE, / 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND 5=0.053 - / J �o \- ® �h c�by'pool,,�h� INV OUT=89.34' , I WIND FROSION THRnI1GHOIIT THE CnNSTRI ICTI(MI PFRIOn- nilST mwTRnI 04 METHODS SHALL INCLUDE, BUT NOT LIMITED TO SPRINKLING WATER v- R1 4.0 " ` ' p ON UNSTABILIZED SOILS SUBJECT TO ARID CONDITIONS. REPLACE FRI�ME n ` I( / \ _ INV JN*-BM4S - - _ ° � ° o t 4 HDPE, S=0. ® CD dt GRATE WITH j _ 12. DEWATERING OPERATIONS SHALL NOT BE DIRECTLY DISCHARGED FRAME & COVER / / \ -+ �T �� 1� ° z I / N a INTO THE DETENTION BASIN. PROPER METHODS AND DEVICES CB-CL / -l13 C15T HDP �` / - -- ` I ,/ N 3 � SHALL BE UTILIZED INCLUDING TEMPORARY SEDIMENTS BASINS, T.F.=97.39 \ -- _ - - - �' w W M Z PUMP INTAKE FLOATING AND OTHER METHODS NECESSARY INV.=92.99 �0' \ % \ B O cn -� O TO RETAIN SUSPENDED SOLIDS. \ / \ CONSTRUCT ( I I :c U a \ / 40 LF 12" HDP \ I / / m In >- ,� CB) - \ I S-0.005 m U) m m O M i M =V4. - ( CON TRUCT _ \ INV MIN .94'(6") CONSTRUCT 12 LF ( 84 24" HDPE, o m w INV IN 22' 24" HDPE,\S= .004 i S- 00 ECONSTRUCT CB I / w z z Ld O W Z 0 \ N OUT 89.12 \' i \yo " S2 HDPE, S= .004 VA87CF�PT 24 ` SUMMERVILLE ASSISTED , ¢ c� w � C- x --1 J � � F - ¢ U) Q 0- O Ld s" Pvc LIVING FACILITY p p p ¢ 0- �`- \ RIM H95 1 ` ( ( I 60,000 SF � I EXISTING (` ' 1 1 INV IN 9,14'(1 ) , ICB. 93.74 \ 6 CVS PHARMACY t ( - ` , IN IN 14' li V.=87.64 i REPLACE FRAME 10,125 SF FR GRATE WITH FF= 0 3\ ----`� \ FRAME do COVER 1 1t PDMH3• r \ \ \ RECONSTRUCT MH � \ \ \ � / RIM=93.5' ( _REfoBNSTRUCT RIPRAP ' a \ INV IN=84.64' ) i-PLUNGE POOL TO ACCEPT ° 00 I / NV 9lot TO C�T(NIC) R _ \\ i ( �s --� i INV OUT=84.64' 24" HDPE F.E.S. CONSTRUCT CB 66 " \ • r -- ! I I I I I l I __ -_- a RIM=99.57 CB-C 14 CEPT 15 HD PE l o ® o INV=96.7 T.F.=99.57 dt CONS RUCT PDMH2 ' ` t \ i ( ( CONSTRUCT 180 LF 1 40' WETLAND =-! - ' r ^� 't "' 6 (NIC) a INV. 96.60 MfA 100.2 J f I i ( ( ER 18 F.E. �� o �1NV IN=95.29 / � � a • 4 RCP, S=0.004 1 F.L.=83.99 " � � �� � CONSTRUCT 18 LF �¢c REPLACE FRAME � , f ` i ( / 10 F.E. ~ g �°.# a I2" RCP S-0.01 Q. & GRATE VATH ( INV OUT=95.19 i CB-CL f / RIP -RAP F.L.=84.36 } j A g '2 NIC) o�` �`' q� FRAME do COVER \ �. PCB9 CONS CT �s PLUNGE CB-C 1 C.P CB-C • NSTRUCT 27 LF IN t OTEC ON I j T F.=93.47 ( # TW=9 :0t \ \y POOL ti 1 o T.F.=99.87 , T.F.=100.47 RIM=99.4 1 " HDPE, S-0.01 / i i ®AR ('ryp) �' 1�1V.=86.9 rn ' BW-90:0 \ \ \` I N n N INV.(W)=94.05 �'.o INV OU 95. �O / f I I , .� W� � \ D SECTION R.C.CONSTRUCT FLARED I i i ' ".I 4 O •d c of INV.(S)=94.01 I \ \ / SI , ` w \� INV=84.00' i I w � ® �' I � D.M.H. CONSTRUCT SEGMENTAL I / y -� ( \ I BLOCK RETAINING WALI(( T.F.=100.40 p UBL I INV.(W)=96.44 z ( =94.58 ( W \\ \\ (( ri 0 •$ LEGEND INV.(E)=94.21 O PCB d IN :(15")=89.78\\ �' 1 f BW <0, „\\ CONSTRUCT I i - - Cj \ � gg • :. .., \) 1 v_ . 0 =86.58 a:�� t �. .. , , , .. !� I >� �� _ %'.��\ \� PLUNGE POOLS t f q _ RIM=101.2'� ^ _ _zoo _ V EXISTING DRAIN MANHOLE - I _ NV =(VIF) 1 - - - - _ \ J - .-� . �i \ �� / t 0'� -�... \� / i ' y � � V $ ® EXISTING CATCHBASIN / \ / Q I I J / �. L \ ` j \\ r --s6 BW 84. \ \WALL IAN 6a ! o q "° o L. PCB PROPOSED CATCHBASIN 1 �ND 12" - STOP J \ ` J - w `\ I j f w `1 r O W W RCP ■ PLCB PROPOSED LANDSCAPE CATCHBASI U01 2:4 ® PROPOSED DRAIN MANHOLE / / �� GRADE AREA TO ( i l / D " R O 0.005 F.P.F. / / 91.0'� \ \ j\ I I I I w0� - DRAIN TO Cy i J # /) / 15 ADS ® Ne Byy= �\ \1 i N.. • PROPOSED LIGHT POLE BASE -p08 - / -"` 1 �- ^" 0.031 F.P.F: L -- ' PROPOSED INLET PROTECTION I r L• COIVSIRUCT 45 LF INV==v7.S ' I \ \ \ J / ti - Ri =94:4 b : - - - I T.F.=92.34 B 1�015-HDPE, _QO` (�F) I \ - 1 :¢c TOP ;IN - - -7 0- - - EXISTING CONTOUR INV.=85.12 �.• 5' S O 0.01 x16.25 EXISTING SPOT GRADE O� ( / I I \ CON 1RUCT DETENTION p�`» it / I , \ \ " BASIN EXPANSION gyp, o d c b -D-- - EXISTING DRAIN LINE - -���- ` \ \ / 15 ADS ®� I \ I! i { NOTES 6.7 & 8) ( ~ A % \ T.F.=97.14 \ 0.011 F.P.F. ' l / r i o 12 PROPOSED CONTOUR - - - - - \ / \ \ �- INV.=93.39 \ CB \ I \ ( ( 5" F.E. a / \ \ \ \ T.F.=94.33 - \ I ` REPLACE FRAM C& GRATE / F / j �(f F.L.=84.24 +11.4• PROPOSED SPOT GRADE \ \ � � � � WITH FRAME OVER F s� TW= •0 I ( ( � `- \ ( `INV.=90.73 \ I i (SET RIM TO GRADE) / �S`�Soc�l BW- .0' (( -^-PD--- PROPOSED DRAIN LINE �pL ' \ \ \ ,� , \ \ \ I SILT FENCE �7/ \ \ \ I / \ I -00 o `r'�9'l' tE:T=BASIN "F•E.8 t 49 EXISTING OFFICE / -- � '• ' • `L83.20 W W DETENTION BASIN EXPANSION ( Z \ \ BUILDING / : a' ► C-CBI '`� /�'F I 91.0� '.'\ T.F.=912.66 > ,/ _ I �..� ,.'. F W I �• \ % \\/ I I bAINK ' \ \ \\ I • F.F a101.55 ( / EXIS IIIVG OFFICE // // J!1(V`= 8.48 UTLET BUILDING / F.=88.02 c TW ELEVATION ®TOP OF WALL c�0� I \ \ ( / / 0 8,000 SF / / BW ELEVATION 0 BOTTOM OF WALL _ / F.F.-97.61 i v _ " L y \ \ l / / b -CL T.FC 89.31 i C-CB / 5 F.E. -o BSC BY SIIEWORK CONTRACTOR � � J / / .� i / r - - J \ o � // 1 � F.L.=82.97 I / / / CONSTRUCT 25 LF \ i , I aD \ ' / / 6" PVC, S=0.01 T.F.=90.91 INV.=86.61 T.F.=89.66 BBC BY BUILDING CONTRACTOR i ` / ( 1 / INV.=87.5$ # INV.=85.71 / ( / .. �- NIC NOT IN CONTRACT O�' r sow I 1\ \ \ CB-CL f f / _ I \ 00 40 WETLA j �' \ \ \ \ \ \ T.F.=96.06 / / // \ \ BUFFE ��/ ' / / / / O INV.=93.96 1 < NV=92.1 INY=91.85 I I CB / - �Z6-, 24 F.E. w (/ STRUCT O \ " _ - \ : LT FENCE i \ \ _ t T.F.=96.13 i ` _ _ T.F.=92.08 F.L.=82.Q' \ %%// •) F.-L.=87J25 / "o Lo CL Illllilillilltl 0 _. - - - - -_� ■ c�0 i -7)_ \ T.F.=85. 3 •,o _ CD N ta \ \- 'C_ \ - \ \ - ,� - \ \ \ \ ` ` \ - O to N Lu / P. s> !_ C0 oo �� z _ 0AXLA /" /� e15 _ __ _ 113, �/^ \ • R.C.P. " R.C.P. - r �izXc- \SCALE-- =55.97 1 _ - CB M� D.M.H. - - T.F.=84.96 N Lo O o gR.C.P. � --" - � so o zs so 100 zoo T.F.=96.65 C6 12 CB CB }�\ �'L To CB T.F.=94.45 &="9'toNSER rCB T.F.=105.75 T.F.=103.33 GRADING DRAINAGE VA TION PLAN V 6 CB CB T.F =109.55 T.F.=107.70 T.F.=110.07 \��` f - _ \ TB_=1n4.19 ( TN FEET 1 in COMPARISON OF NEW LIGHTING REGULATIONS TO PROPOSED LIGHTING DESIGN PARAMETER TOWN EXISTING PROPOSED COMMENT CODE MEDIUM STRIP AREA TYPE OF USE ACTIVITY RETAIL SHOPPING CENTER NUMBER OF PARKING N/A 33 29 15% DECREASE LOT FIXTURES NUMBER OF N/A 452 535 EXCLUDE & PARKING SPACES WEBSTEILL EBSTER BANK WATTS PER SPACE N/A 42.6 43.4 NEGLIGIBLE CHANGE MINIMUM IN -TENSITY- 0.33 FC 0.4±FG 0.6 FC MEETS REQUIREMENT AVERAGE INTENSITY N/A 2.2±FC 2.1±FC NEGLIGIBLE CHANGE 11 FC(15'H) MAXIMUM INTENSITY 4.0 FC 5.6 FC(32.5'H) 5.6 FC(32.5, H) MOREUNIFORMIS THAN EXISTING MEETS MAXIMUM/MINIMUM 12:1 11:1 9:1 REQUIREMENT ESSENTIALLY AVERAGE/MINIMUM 3:1 5.5:1 3.3:1 MEETS REQUIREMENTS FIXTURE HEIGHT 25' 32.5' & 15' 32.5' SITE LIGHTING NOTES: 6. LUMINARIES SHALL BE WIDELITE, SUPRA-LYTE, CATALOG NUMBER SLM-800-S-BL1 1. ALL EXTERIOR CONDUITS FOR LIGHTING SHALL BE A MINIMUM 1 1/2" (DUAL LAMP FIXTURE 400 WATT METAL HALIDE) UNLESS OTHERWISE NOTED. DIAMETER PVC SCHEDULE 40. ALL CONDUITS UNDER ROADWAYS AND PROVIDE BI-LEVEL BALLAST IN ONE 400 WATT MH LAMP PER NEW POLE. PARKING AREAS SHALL HAVE MINIMUM COVER OF 24 INCHES. 7, THE FIXTURE MOUNTING HEIGHT SHALL BE 32.5 FEET. Z. ALL POLE MOUNTED LIGHT FIXTURES SHALL BE RECESSED TO SHIELD g POLES SHALL BE SQUARE STRAIGHT STEEL BY WIDELITE, CATALOG o.00 o.os 0 0.49 0.51 oa d.o5O6 o.osohs �.oc- a os -- a os o.os o.05 o.os s o.os o.os o.aa THE ILLUMINATION SOURCE FROM THE VIEW OF ABUTTING PROPERTIES. ° tl n n n� •-a' o n n n n n n n NUMBER 101-5007-25-DB 3. ALL WORK SHALL MEET REQUIREMENTS OF NATIONAL ELECTRIC CODE 9. GROUND ALL POLES. PROVIDE 3/4" X 8'-0" GROUND ROD AT EACH POLE 0.01 0.08 1. s 3.00 2.St 0.14 0.13 0.92 0.12 0. 10 D.10 0.10 0.11 0.11 o.tt �c�s, 0.05 0.04 0.02 0.01 0.01 4. ALL UNDERGROUND CONDUITS WILL HAVE NYLON PULL ROPE TO WITH #6 AWG COPPER GROUND CONNECTION. (SEE DETAILS) ° a n n n tl tl a n a a f ■ n n a• `n n tl tl 0 •�• \` FACILITATE PULLING CABLES. 10. PROVIDE SHIMS AS REQUIRED AND SET ALL POLES PLUMB. PROVIDE FULL 0.01 .10 1.34 i .09 0.4s 0.21 0.51 0.60 0.51 0.32 0.36 0.37 0.31 0. 0.32 0.31 0.20 0.12 0.07 0.04 �np2 0.01 0.0 5. ALL SITE LIGHTING EQUIPMENT SHALL BE IMDELITE, DARK BRONZE FINISH. ANCHOR BOLT COVERS. a.'. ' a'; : �• 11. FLOODLIGHT SHALL BE MOUNTED TO ILLUMINATE STOREFRONT. MOUNTING 0.01 ( ° 09 1.04 61 1.53 0.58 0. ` y 3.04 1.70 0.59 1.52 1.71 0.95 0.64 1.03 0.99 0.55 0.91 1.38 1.21 0.51 0.29 0.17 0.07 0.02 ° 01 �.0o HEIGHT IS 23'-6" ABOVE BASE. PROVIDE CUT OFF SHIELD TO PREVENT n n __ = n n LIGHT FROM PROJECTING ABOVE THE HORIZONTAL PLANE. FLOOD LIGHT SHALL BE WIDE-LITE EFX-M-400-C-480-HM-DB. 0.01 0. 0.51 2.24 ; ; �(53 ""12.71 4.2D 1.1s ;'o' •; ;� 4.F8 '' ; : 7 +.4 2 8. 3I8 1.12 0.50 0.11 0.03 0.01 0.01 `� 12. N0. 6 WIRE AND LARGER SHALL BE THHN. ALL N0. 8 WIRE AND ■ `n a a tl _ SMALLER SHALL BE THWN. 3 4J 4.19 0.76 0.01 0.00 `- 13. PARKING LOT LIGHTING BETWEEN THE HOURS OF 10 PM AND 6 AM SHALL o.o0.0 0.96 O a n a a BE PROGRE IVELY DIMMED SUCH THAT LIGHTING CLOSEST TO THE STORE AND v a v AT THE M N ENTRANCE ON ELLINGTON ROAD CAN REMAIN AT 100% 0.01 �j0.0 0.50 / L o.00 - (CIRCUI A & B) LIGHTS MIDWAY DIMMED TO 75% (CIRCUITS C,D,E&F) AND n - n I n a i TS RTHEST AWAY DIMMED TO 50% (CIRCUITS G & H). ALL FIXTURES AVE HE ABILITY TO BE ADJUSTED AT ANY TIME IN THE FUTURE TO BE 0.01 0.0 0.61 . 1 •00 DIMMED OR NOT DIMMED. IF THE SOUTH WINDSOR PLANNING DEPARTMENT n tl a , DETERMINES THAT THE INITIALLY PROPOSED LIGHTING PATTERN \ CAUSES UNIFORMITY ISSUES THE OWNER WILL AGREE TO ' 0.01 0.1 1.27 24 ALTER THE DIMMING PATTERN UNTIL AN ACCEPTABLE DISTRIBUTION ° a IS REACHED. I EXIISTING / ING 0.02 I 0. a -.139 ®• I I o.o d.04 0 0 1.2` .26 PROVIDED EXCAVATION. BEDDING / LEGEND o.01 0.02 0.03 0. _o.os o.as o.12 a 35 z z7 s• BACKFILL & COMPACTION FOR CONDUITS FROM JUNCTION BOX • PROPOSED LIGHT FIXTURE (SLM-800-S-480-DB-BL1)) 0.02 d.o3 0.05 0.09 0.14 0.22 0.36 .67 2.84 a. TO BUILDING. CONDUITS, CONDUIT (32.5' MOUNTING- HEIGHT) a n a n n n a n INSTALLATION & CONNECTIONS EXIf�NUILDING BY BUILDING ELECTRICIAN TO 315-BDOW>¢c EXISTING LIGHT FIXTURE SUPRALYTE 0.03 o.os I o.11 0.22 0.36 0.55 0.73 .24 1 9 1. 32.5' MOUNTING HEIGHT (DUAL 400 WATT) n a n n n tl °� a TRACTOR TO RUN WIRE 14' SBOX tit EXISTING LIGHT FIXTURE, SHOE BOX TYPE, I I TO JUNCTION BOX. LABEL • 14' MOUNTING HEIGHT (250 WATT METAL HALIDE) 0.04 0.10 0.21 0. 1.41 1.73 6 1. 7 ° & CODE ALL WIRES 12' DEC>Qc EXISTING LIGHT FIXTURE, ARCHITECTURAL TYPE,'" - ' MOUNTING HEIGHT 175 WATT METAL HALIDE d s r �� e a' °° " 'T'� 0 12 MO ( ) ��•• '• • 0.06 0.16 0.38 0 0 1.12 1.54 2.22 2. 1a7i "1.2 6 s �0 ! .: t 90.• • ' 1.,�4. • 1.43 . • 1,8l�•... 2 1.76 EXISTING SIGN LIGHT EXISTINGFa ° .. "" BUILDING n0.06 n0.17 I 0,49 97 n1.40n 89 57 4• 1r. �® '91- '?r1T -i.$� 1.93 2.11 2.60 i b'39'144g�..�' PROPOSED FLOOD LIGHT (EFX-M-400-C-480-HM-DB) n n a n �. ♦ a r s r -- -° �, �,�, J °_ _° _ N RELOCATE 250 WATT METAL HALIDE SHOEBOX / 0.07 0.19 10.55 .07 1.40 2.44 77 44 3 4.04 2 6� (g�3.10 2.34 .GO 2. S0 2.02 2.28�$5vQ A 5 1.47 a a . 0.36 (14' MOUNTING HEIGHT) Lzzzj B ®a f n 'oe A v a ° a A o a 9j. RELOCATE ARCHITECTURAL PEDESTRIAN FIXTURE 12' D.o7 o.t9 .54 1.08 1.24 2.a9 A .67 1 2.63 327 A.00 2.49 2.99 2.58 9s 2.78 2.93 015 26ei a4o�j2.74 3.15� a.s4 1.84 1.56 o.s3 0.3 v v tl v v v a �v v a 91�0 xj © CIRCUIT NUMBER 0.09 0.20 {( 53 1.06 1.41 1.91 2.11 3.31 4 2.97 3.27 3.08/ )98 3.15 3.04 2.67 2.83 2.67 ..78 2.68 2.65 .36 2.85 2. 2.97 3.c�° 3 j 2.72 2 1 1. 1.55 1 0.74 a v P' a a a n ' / n bO - - - - - EXISTING CONDUIT (( e 0.11 0.22 .49 1.12 .34 1. 2.14 70 2.66 3.35 3AI J{ 4.55 3.48 2.80 2.99 2.90 3.25 2.89 2.75 2.68 2.78 2.62 3.18 2.84 .52 2.61 2.34 .74 1.59 0.91 NEW PVC CONDUIT ° ° a ° ®O JUNCTION BOX I 0.14 0.21 0.12 0,11 0.19 0.17 0.12 0.13 0.21 .39 0.65 1.05 1.20 1.20 1.79 .3 2.36 3.00 4.3 3.10 2.52 2,29 2.53 3.98 4Zl 3.13 °. 2.52 3.3D 3.46 3.21 a 2.58 2.73 2.15 1.94 1. Fil® _ v a !b J _ OAK LA - / 0 CIRCUIT NUMBER LOAD SERVICE VOLTS AMPS KW WIRE SIZE A PKLTG. 480 4.8 2.28 #8 B PKLTG. 480 4.8 2.28 #8 C PKLTG. 480 3.8 1.82 #8 D PKLTG. 480 3.8 1.82 #8 E PKLTG. 480 3.8 1.82 #8 F PKLTG. 480 3.8 1.82 #8 G PKLTG. 480 2.8 1.37 #8 H PKLTG. 480 2.8 1.37 #8 I PKLTG. 480 3.7 1.75 #8 J FLOODLTG. 4W 3.8- 1.82 #8 EXISTING BUILDING EXISTING ' BUILDING f� i. , r 0 5 rflN 0.34 0.48 0.38 0.68 0.91 1.11 1.07 1.76 .2 2.63 2AY 2.4 2.68 2.84 2.9 2.83 2.68 2.9 3.55� eiQ` 2,78 2.59 2.30 .98 2.85 2.45 2.28 2.08 3.35 2.20 2 0.97 3�5'-BOOWn a ■ n• v a tl tl ►� ,� v� �o� � n tl r tl n n 1/ r 73 1. 6 n., 5 1.91 2.83 1167 1.7 2.40 2.91 3.1 3.12 2.70 2.1 2.26 2.75 2.92 3.01 2.53 2.66 2.43 2.78 � 82 a 'Fes 50 2.94 2.92 2.42 / 1 I 93 1.21 1.32 1. EXISTING 6 s 2.30 2 2.77 60 2. 5 2.77 2.61 3. 2.87 2.51 1. 2.50 2.59 3.12 3.03 2.77 2.32 2.16 2.79 3.08 3.24 2.55 2.27 1.86 2.26 7 1.33 CVS PHARMACY ° e� 10,125 SF / 9 4 2.52 1.72 1.5 7 2 5 3.29 42 6 2.65 3.1 3 8 3.70 2.35 2. 9 2.56 2.42 2. 3.18 2.58 2.90 3.00 2.61 2.01 2.50 2.66 3.09 3.03 2.67 1.80 2.15 2.02 7 5.13 2.21 1.7 .5 40 3.74 34 2.26 3 .68 1. 9 .86 �1 ` _iaw fo6 2.3 7■52%, 2.69 3.5 3.81 2.74 2.7 2.72 2.55 2.3 2.7 2.07 1. 4 n r � 2.16 2.13 2.12 2.35 2.4 .99 43 2.81 .57 2.53 2.66 .791 2.52 2.07 .43 2.25 2.19 E A8 2.33 2. .25 2.6E n 3 2.4 ° . 4 2.57 9 3.49 1.77 119 121 9 5.47 2.94 1.80 1.91 v I a v tl a v a v v ' tl v v a a a v r v a ■ 32 2.57 2.68 2.08 2.57 2.59 2.78 2.25 2.54 2.45 2.cl 2.3 9 2.61 .24 1.53 1 2.15 2.43 2.57 2.19 2.12 0 2.19 2.21 2. 2 2.56 2.22 1. - 2.26 2.24 2. 8 2.592.52 2. E 1. 50. 4k_�_ 7 2.73 3.03 2.86 3.73 3.06 3.54 3.59 3.45 3.25 2.4- 2431 2.3 2.48 2.63 2.22 1.51 2.18 2.40 2.24 1 2 2.04 2.45 2 /1 2.34 1.96 1. 7 1.78 2.28 2. 4 2.71 2.66 1. 7 2.12 1.5 .18 0 2 v / v v f v v v n v n \ 3.8332 5'4�yy 4. 2.5 6 ? . 2.21 2.21 2. 2 2 2.28 2.64 1.7 2.59 2.08 2.28 2.33 2.04 .98 2. 19 1.88 1 59 1.78 2.15 64 2,.56 2.13 29 1.98 1. 72 n tl` .,` ` -- -• -- _�yO�-�}, �. .�• "'� -•f �� �-° �- -�n� tl n a n n nj a O n tl n O n n a a n O O 0 a a O n 7 4 .12 1. 1.72 2.93 3.45 4.28 3.26 3. 4.09 4.28 3.41 2.5 2.6 2. 2.63 2.44 3. n 3.93 2.38 2.47 2.37 271-8' s2 3.87 4.13 2.88 2.12 1.69 1.26 1.66 1.89 ° . 2„87 2. 2.22 n .05 1 1.23 .7 ° . 0.2 0/13 0.07 O H � 0.83 1.23 1.3� 1.82 1.55 2.8� 2.71 3.2 82 2.68 2.20 2. 2.73 3.08 3.9903.63 4.20 2. 2.9 00 2.50 3.00 5.02 3. 1.72 1.89 �P.'�0 a,.03 4.17 2.02 1.91 1 1.57 1. 0.88 0.4 0.9 o - r v n' ° tl v a b. as v n v • tl O v a v ° n v n v v tl / v n' 7 8 3.56 3.28 2.92 z s1 3.08 2.09 3.59 2.94 3. r 3.29 3.02 2.46 1.66 2.36 2.92 3.46 I® 4.85 2.62 2.4 2. 2.21 1.66 1.27 1.23 1.42 2.66 4, 00 0. 7 n• av' �a' n a • ° a ..77 p .92 1.49 1.54 .68 .48 / 2.17 0.94 1.43 1.87 2.01 49 3.74 3.29 3.60 3.17 3.05 5 3.250.40.65 0.78 0.70 1.19 3.15 14 SBOX 0. 0.25 0.29 0.31 0.53 0.72 1.13 1.41 1.57 .18 .72 2.9 .62 2.56 ~4.58 -7 +.*6-- •3,46-- -2.63_ 7 2.37 3.16 4�7p( ,- 7 3.Ot 3.57 4.52 3.15 3.51 3.20- 3- 43� 3.25 3.69 2.96 2.78 3.43 2.68 2.09 2.39 3.35 1.53 .0 �� 0.13 0.22 0.39 0.71 0.99 1.19 0.99 1. 1. 2. 2.15 2.71 1.98 2.47 2.32 2.68 2.39 2.4 7 2.92 2.59 3-HV- 7 4.m-- *.SS yp►,�87 2.53 4.36 2. � 6: 2.52 1.66 1.97 1.93 1.54 1.1 a v v v ° v n a v n v v v tl a a v v a v v }I a -'C' r� al INTER&03T�60STING LIGHTING ��. Il 325'-BOOW a 0.79 0. 20 1 6 1.75 1. D4�4Y�`^t1Q "D SWgT• 1.96 2.09 1.24 2.05 2.04 2.44 2. 7 1.. .75 2.64 2.33 2.71 2 46 2.6 n . tty% �5 2.� 2.-19 2.97 �2 74 2.32 2.09 n . .82 7 tl( al tl f NCFOR ��CE TO , MAIKE CON NEW POLE. ECT a v ` ♦`` a ' n 0.44 0.47 6 Q. 1.01 1.05 0.98 1.02 1.23 1.47 1.51 1.31 1.04 1.44 1.86 2.02 1.82 1.49 0.99 1.63 2.05 2.21 1.76 1.61 1.17 .90 - 1.91 2.07 1.48 1.10 1.87 2.10" --2.A4 �. .37 v + v ■ a a a o v n v 0.16 0.18 5 d 3 0.64 0.95 0.95 1.19 1.19 1.0$ 01.?7 1.16 1.36 1.49 f, 53 1.28 0.97 1.43 1.87 1.78 1 1.16 1.41 1.72 1.94 1.84 1.92 4 v v v v v v v v v v v u v v tl v v a v v tl n ` 0.05 0.07 �9 0.13 0.3 0.30 0.25 0.39 0.42 0.52 0.53 0. 0 T 0.57 0.8 0.87 0.97 0.72 0A0 1.20 1.67 1.58 4 a¢t I EXISTING OFFICE ° ° EXIS BUILDING 0.02 0.03 3 0.04 8,040 SF 0.1 0.09 0.10 0.13 0.15 0.16 0.17 0.1 EXISTING OFFICE Oi.25 0.25 0.23 0.32 0.34 0.38 0.3 `• ".:b .5 %(,89 1.13 1.57 ? 8 1 BANK v tl v a a n v n v v v v v v a v a v v v BUILDING 0.01 2 0.02 .03 0.03 0.04 0.05 0.05 0.05 0.05 0. 8,000 SF . 0.09 0.09 0.09 0.10 0.11 0.12 0.12 p - 6 0.27 0.45 O-JO 1.33 0 1 .01 0.0 ob1 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 0.05 0.07 0.13 0.21 0.44 O 0.94 .'7 ' n v v v v v v n v v a a v v v a n v r a • v r v a a r ■ v a a 11 ■ e 0.00 Ofo 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 .04 0.07 0.16 0.42 4 v n ° a a n n v n '• ° ° .00 0.00 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.05 0.13 0.38 0.84 2 a O a• v v v v ° ° n v ■ v v ram I l \II-\TnNi I?nAn C- SE*iF----100 - ( IN FEET ) 200 -� OTJ so"op of SUMMERVILLE ASSISTED LIVING FACILITY `4! 60,000 SF- 1 I I I l l I�-•-� '¢` � 14' SBOX 1.2 03 0.30 I► I'IVI Il a a 2.04 8 1.51 n v ■ n 0. Ttis00C� 12 ARCFI I 1-10 .06 1. 1.84 1.44 1.21 2 9 1.9E 1.58 1.51 1.1 2.4 2. 2.11 2.19 ARCH 1 366 I 1. i9 25' 3.71 3.77 _ 2.27 .i 1,13 / \� 1. 9 2 2.75 2.37 11.41 1z• ARa1 1 8 34Q1.21 1.43 �.14 v � v tl N M N 0 Z O t= 0 V z; Ok Z O Z O O up LL' W V O LL. o -J Q Ld of Z Ld N1,1Z6 S0 v b!l -a rn- I N N N Z(f) OF) 3 rn 0 O Vd tP1 _..1 s- O U I V) >- m I Lw Q Q00 > 0 Z :�= Ix W I- z Z 0 W Z 2 3�.: 0_ ­3 Q (n Q a O Ld J (n 0 0 <L 0.. Li t O �d om I 0 Ali C o V ai_ W od If I w W� O W A �m 0 g I E rn c a� O W Q. sZ ■�i o� cv) co co E T cc 00 1 ..-, 00 C W ao E co IL ^ N Lo O O rA Zo SET.Ej LICT11TITING PLAN C- 7 E� Point Northing Ecsting Description 200 361842.36 652562.17 EP 201 381779.97 652846.43 EP 202 361771.58 652744.24 EP 203 361790.10 652765.90 EP 204 361787.45 852789.77 EP 205 361766.11 6528MOI EP 206 361745.40 653049.50 EP 207 361763.66 653071.14 EP 208 361770.40 653066.70 EP 209 351765.62 653123.81 EP 210 361767.76 653100.62 EP 211 361763.20 653095.18 EP 212 361739.93 653113.26 EP 213 381729.81 653=34 EP 214 361743.38 653244.70 EP 215 361786.70 653298.40 EP 216 361760.11 653296.55 EP 217 361751.63 653280.03 EP 218 361717.05 653289.59 EP 219 361715.11 653299.77 EP 220 361713.35 653317.21 EP 221 361732.17 653203.74 EP 223 361711.34 653475.98 EP 224 361737.52 653501.27 EP 225 361677.60 653501.30 EP 226 361687.14 653491.44 EP 227 361687.71 653446.46 EP 228 361656.60 653502.27 EP 229 361597.14 653510.17 EP 230 361458.45 653526.85 EP 231 361637.27 653479.98 EP 232 361667.05 653438.26 EP 233 361668.67 653396.61 EP 234 361656.74 653390.52 EP 235 361608.56 653423.63 EP 236 381594.33 653447.48 EP 237 361658.12 653359.38 EP 238 361675.49 653347.42 EP 239 361654.43 653350.23 EP 240 361649.83 653270.19 EP 241 381684.63 653299.50 EP 242 361657.65 653263.99 EP 243 361635.04 653262.10 EP 244 361651.75 653233.39 EP 245 361669.23 653234.85 EP 246 361701.50 653208.64 EP 247 361710.03 653110.86 EP 248 381715.50 653047.09 EP 249 361736.17 652806.05 EP 250 361829.97 652516.65 EP 251 361794.86 652647.00 EP 252 381773.32 652570.86 EP 253 361730.92 652586.77 EP 254 361747.97 652575.63 EP 255 361749.43 652375.28 EP 258 361680.68 652431.39 EP 257 361651.23 652456.51 EP 258 361621.27 652529.40 EP 259 361687-60 652605.70 EP 260 361640.25 652586.44 EP 281 361658,31 652627.60 EP 262 381321.89 652565.22 EP 263 361344.81 652591.32 EP 264 361315.85 652615.01 EP 265 361293.98 652622.03 EP 266 361193.68 652707.10 EP 267 361182.98 652718.79 EP 268 361145.33 652750.73 EP 269 361116.15 652739.18 EP 270 361111.00 652753.64 EP 271 361096.08 652932.41 EP 272 361077.62 653101.46 EP 273 381075.27 653129.63 EP 274 361093.67 653180.58 EP 275 361081.04 653214.53 EP 276 361110.52 653152.08 EP 277 361131.15 653187.64 EP 278 361148.08 653196.31 EP 279 361130.69 653233.30 EP 280 381188.22 653229.77 EP 281 361327.51 653211.30 EP 282 361329.21 653241.54 EP 283 361379.03 653245.70 EP 284 361397.27 653217.11 EP 285 361468.89 653223.D9 EP I 286 361480.83 653251.69 EP 287 361506.44 653254.53 EP 288 361479.42 653223.69 EP 289 361564.42 653256.30 EP 290 361570.61 653226.62 EP 291 361592,21 653228.42 EP 292 361458.04 653309.15 EP 293 361338.70 653195.50 BD 294 361137.40 653178.70 BD 295 361164.63 652852.50 BD J - _ OAKLA EXISTING j BUILDING NOTES, EXISTING 1. COORDINATES PROVIDED FOR BUILDING CORNERS ARE FOR ESTABLISHING THE BUILDING BUILDING BASELINE ONLY. ACTUAL BUILDING CORNERS SHALL BE COORDINATED _ WITH ARCHITECTURAL PLANS. N85'41'43"E _.. 2. REFER TO ARCHITECTURAL PLANS FOR LAYOUT OF BUILDING FOUNDATIONS _ 31-r90--- AND COMPACTOR PADS. �! �°"�'l. P.K. NAIL S� 3. A COMPUTER FILE IN AUTOCAD FORMAT WITH LAYOUT INFORMATION SHALL N 361115.22 ()342„E BE PROVIDED TO THE CONTRACTOR UPON REQUEST. R65' � E 652985.65 Ep �©, ELEV=93.92 -A R20 ERORR41' EP X. MON. ` Lai + 276 r � ` �, 270 EX. MON. N r7 EP _ _ ° Ui R Et N oo �= cHpsr oN ENCLOSED - -• ►= .•.. .� : 30$L" X. MON. cy 294 OCf( RECEIHNG ` �" j C p O O EP 830 SF 710 SF L J TOI•t'9.:.•• • v Z BD +> F1 9iJl� R25' RECEIyNG 3 # RZ00' 1,527 SF P 7�•r8.56'� 295 Copa 8D I SPRMER R L 300 SF 267 10 280 117 sF Z �' . 266 a X. MON. I EP o \ EX. MON. N 361188.22 • �^ E 652427.29 TOTAL GROUND MEZZANINE COVERED 6 = 6,496 SF Z O H Z V)) c 0 Z 0 O Q. LL 0 W U) 101:81 �- a 71,492 SF 265 Of BUILDING- P.K. NAIL EX. 3/4" I.P. 30' 5' TO REMAIN o. N 361336.56 O I N 361276.63 mE 652494.05 NOPY N Z CA E 653247.54 EN ��� $ EP 262 ELEV=90.49' ' 262 312 SF Z P b GREENHOUSE TOWERU ° R25' <G S. R10 R20' a °: °�.::'y:� :,.•• .:: '. 335 SF X I P W4 PG ►cEN ,y. G ► a k: d. •: •.yq• : M. "! '� r. TDB EXISTING 3 R5. 1t b s ► ; ► .. ;�: ,.t BUILDING 00 o Rto' o AN Ki ,•.� b; . v.: - +�` • ♦ • ' °lap CIO R3 283 N l_ _ 5' 1r`1IN R20' - R5' 5' R5' R3' R5' b -.. • jbjS PA® O 3 N 5' R5' i Z 60' R3 1 3' R3 RV 3' R3 RS R3 ® R3'• R5' 5' R5' ` R5• �(nBill • R3' � R3' R3' ,1 J R3' R10' Am�p O} O i� 30 9 w 9H w N V N Cl! R40' �� N ^ 0 RV 286 ► R3' co W RS rn ILL! UJ N UJ- r N Z 230 292 � Q O O EP R3' EP EPR8' R15' R3' cq R3' 3' R3' RS R3' R' R3' -1 i- O EX. 1 /2" I.P R200 ® R3' R3' R3' � R3' P 0 m m EX. 1/2" I.P. - - N86'44'02"E - R3' R3' w �� �•!•� m Z e- rn � rA- "' a 0 m 0 O R3' ® 3 R3' R3, W � U N R3 287 v R3' R3' R3' " • 3, / 11J .W_I U � Of Z EP R3 R3, SUMMERVILLE ASSISTED , ¢ C-) w m ate. of J t CD 8 v 2s' LIVING FACILITY 0 V) 0 0< a_ u- N o 60,000 SF f EXISTING I CVS PHARMACY 14' 6' 30' o Tom 10,125 SF (0 7 3 O03- r c0 N R� R10 ' R3' 3' RV R3' ° 60, R3' R3' [� R3 # S7 58 7'32"E 219.37' Z' R2.75 60, R3 R3 3 R3' # w i E cq cq •ice 60, 6' 60' R3 3. R3 3' R3 3' R 3 # f ® � 0 o EP �' 233 R15 R3' RS Cn 60' 3' R3 7R3, '��� r�r�� rFi� 11 R3' R17' R10' R5' �'_ 60' ' R R3' V �d . cn # � R3' °' 60 48' `, rov,ER 2$8 (� � � a � L7r '� 11 R3' YC c,1 rn R35 1 R2.5' RV 51243 5, R ' 3' G� 01 R5' EP RS W W R15 •c��p � RS 239 44 R5' R3' RV R 15' 242 R10' 3• R5' R75 232 i$ EPEP # EP R5' R5' R5' RV 3' RS R3' �y R15' R3' 90' R6' R5' R3' R3' O EP � �REtl R15 236 .' � R3' R5' R5 R5° R5 �� R70' 3' 1 ~j ��q �d 226 EP 241 R10' 15' d R10 N RS' '00 O w$ 'dM EP u7 EP 2EP F EP R30' R30' 1 Rt �,' h R5' O I �n j b 10' 0) q « 1 M ° e / ' AON EP 3, R25' R3' '�� � env R 223 _i N �� W0' 219 218 o ,� 0 EP R20 10 _ R2Q 21tji' ';n' »9 M PDYL R2pn EP .. A S89.41'42"W-238.07 • STOp EP EP 212 EP RS RA1011, ix a R3 rp pro 7 j R20' R20' 206 O ro �0. R40' C o EPEP # EP -� A j uc7� Ln YL O O EXISTING SIGNAL R3 EA37' 209 0 1 207 7�t 205 REP R63' EP R5' 1Q( EP R20' R20' •� 1Q( TOP .. ► . ':e pO'G �� I b • R1. Z t wEP RV �p m b� R3 3' I o F N m -0 ;tl� ' R3' Rt Ob O'�9�/!- ' ti Ci ., m EXISTING OFFICE , . -.-.. °..... S� F I BUILDING 8,040 SF EXISTING OFFICE °' f c°� BUILDING . d� 8,000 SF ;•► HUB &TACK # �- °' • N 361866.31 ELEV=93.44' n co J 12' 12' 0 18' ' ' ■�': M co EX. MON. O N00'28'55"W 1:.. 'C 5.81' o N 361977.37 O E 652296.20 357.21' `� CD 'a U-) Q " '" - 168III1111111i1111 l .-� -�- - EX. MON_ - �: �= (L6 M E i 89'39'35"W S89 44 05 Rtio N89 41 55 W EX. 17 :: ~ 0) m RD -- - - o -.6.:z .? .? O 11 a, EXISTING w SIGNAL o , IC-S�- -- cu _I 0 _ _ icD E M - - - - a cam( M 50 0 25 50 100 200 a Q. ,u iwr , CONSTRUCTION LA YO UT PLAN c-9 Ls PROJECT NAME AND LOCAMON Town Center, Ellington Road, South Windsor, Connecticut LATITUDE: 41'-49'-35" LONGITUDE: 72"-33'-13" DESCRIPTION The project provides for the select demolition of existing retail spaces (12,077 sq. ft) and the construction of a supermarket. Additionally, the project will include improvements to landscaping, lighting, utilities and parking. SOIL CHARACTERISTICS The site is in an existing commercial development consisting of buildings and parking areas. The site contains areas of man-made cuts and gravel fills overlying natural soils that generally consist of fine sands, silts and silty clays. DISTURBED AREA The total area to be disturbed is approximately (9.1) acres. 1. Install temporary erosion control devices including, silt fences and inlet protection 2. Re -grade the existing detention pond and install xxxxxx. 3. Demolish existing buildings, parking field and utilities. 4. Construct new buildings, parking and utilities. 5. When all construction activity is complete and site is stabilized remove all haybales, silt fences and sediment that has been trapped by these devices. NAME OF RECEIVING WATERS On -site stormwater runoff will be primarily discharged to an existing detention basin via a closed drain system. The basin discharges into an existing closed drain system in Ellington Road that ultimately outlets into a tributary brook to the Podunk River. The peak discharge flows shall not exceed those presently existing. EROSION AND SEDIMENT CONTROLS AND STABILIZATION PRACTICES Stabilization shall be initiated on all loam stockpiles and disturbed areas where construction activity will not occur for more than twenty one (21) calendar days by the fourteenth (14th) day after construction activity has permanently or temporarily ceased. Stabilization measures to be used include: 0. Temporary seeding. b. Mulching. C. Stone rip rap. During construction, runoff will be diverted around the site with earth dikes, piping or stabilized channels where possible. Sheet runoff from the site will be filtered through haybole barriers and silt fences. All storm drain inlets shall be provided with barrier filters. Stone rip rap shall be provided at the outlets of drainage pipes where erosive velocities are encountered. OFF SITE VEHICLE TRACKING Vehicular access to the construction area shall be limited to three locations. A stabilized construction entrance as detailed on the plans shall be provided at each location. INSTALLATION. MAINTENANCE AND INSPECTION PROCEDURES OE ERi?SQN AND SEDIMENT CONTROLS A. GENERAL These are the general inspection and maintenance practices that will be used to implement the plan. o The smallest practical portion of the site will be disturbed at one time. o All control measures will be inspected at least once each week and following any storm event of 0.10 inches or greater. o All measures will be maintained in good working order; if a repair is necessary, it will be initiated within 24 hours of report. o Built up sediment will be removed from silt fence or haybole barriers when it has reached one third the height of the fence or bale. o All diversion dikes will be inspected and any breaches promptly repaired. o Temporary seeding and planting will be inspected for bare spots, washouts, and unhealthy growth. o A maintenance inspection report will be made after each inspection. o The Contractor's site superintendent will be responsible for inspections, maintenance and repair activities, and filling out the inspection and maintenance report. o Appledore Engineering, Inc. (AEI) shall inspect the site on a periodic basis to assure compliance with the Plan. B. FILTERS 1. Straw/Hay Bales a. Sheet Flow Applications I. Bales shall be placed in a single row, lengthwise on the contour, with ends of adjacent bales tightly abutting one another. 2. All bales shall be either wire -bound or string -tied. Bales shall be installed so that bindings are oriented around the sides rather than along the tops and bottoms of the bales to prevent deterioration of the bindings. 3. The barrier shall be entrenched and backfilled. A trench shall be excavated the width of a bale and the length of the proposed barrier to a minimum depth of four (4) inches. After the bales are staked and chinked, the excavated soil shall be backfilled against the barrier. Backfill soil shall conform to the ground level on the downhill side and shall be built up to four (4) inches against the uphill side of the barrier. Ideally, bales should be piaf:erM tan (in) fae+ nwny frnm the Rae of siape. 4. Each bale shall be securely anchored by at least two (2) stakes or rebars driven through the bale. The first sake in each bale shall be driven toward the previously laid bale to force the bales together. Stakes or re -bars shall be driven deep enough into the ground to securely anchor the bales. 5. The gaps between bales shall be chinked (filled by wedging) with straw to prevent water from escaping between the bales. 2. Silt Fence a. Synthetic filter fabric shall be a pervious sheet of propylene, nylon, polyester or ethylene yam and shall be certified by the manufacturer or supplier as conforming to the following requirements: Physical Property Test Requirements Filtering Efficiency VTM-51 75% minimum Tensile Strength at VTM-52 Extra Strength 20% Maximum Elongation* 50 Ib/lin in (min) Standard Strength 30 Ib/Tin in (min) Flow Rate VTM-51 0.3 gal/sf/min (min) * Requirements reduced by 50 percent after six (6) months of installation. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six (6) months of expected usable construction life at a temperature range of 0 degrees F to 120 Degrees F. b. The height of a silt fence shall not exceed thirty-six (36) inches. C. The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are necessary, filter cloth shall be spliced together only at support post, with a minimum six (6) inch overlap, and securely sealed. d. Posts shall be spaced a maximum of ten (10) feet apart at the barrier location and driven securely into the ground (minimum of 12 inches). e. A trench shall be excavated approximately six (6) inches wide and six (6) inches deep along the line of posts and upslope from the barrier. f. When standard strength filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy duty wire staples at least one (1) inch long, tie wires or hog rings. The wire shall extend no more than 36 inches above the original ground surfaces. g. The "standard stren th" filter fabric shall be stapled or wired to the fence, and eight (.inches of the fabric shall be extended into the trench. The fabric shall not extend more than 36 inches above the original ground surface. Filter fabric shall not be stapled to existing trees. h. When extra strength filter fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of item (g) applying. I. The trench shall be backfilled and the soil compacted over the filter fabric. j. Silt fences shall be removed when they have served their useful purpose, but not before the upslope areas has been permanently stabilized. 3. Sequence of Installation Sediment barriers shall be installed prior to any soil disturbance of the contributing drainage area above them. 4. Maintenance a. Straw/hay bale barrier and silt fence barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. They shall be repaired if there are any signs of erosion or sedimentation below them. Any required repairs shall be made immediately. If there are signs of undercutting at the center or the edges, or impounding of large volumes of water behind them, sediment barriers shall be replaced with a temporary check dam. b. Should the fabric on a silt fence or filter barrier decompose or become ineffective prior to the end of the expected usable life and the barrier still is necessary, the fabric shall be replaced promptly. c. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one third (1/3) the height of the barrier. d. Any sediment deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared and seeded. C. MULCHING 1. Timing In order for mulch to be effective, it must be in place prior to major storm events. There are two (2) types of standards which shall be used to assure this. a. Apply mulch prior to any storm event. This is applicable when working within 100 feet of wetlands. It will be necessary to closely monitor weather predictions, usually by contacting the National Weather Service to have adequate warning of significant storms. b. Required Mulching within a specified time period. The time period can range form 14 to 21 days of inactivity on a area, the length of time varying with site conditions. Professional judgment shall be used to evaluate the interaction of site conditions (soil erodibility, season of year, extent of disturbance, proximity to sensitive resources, etc.) and the potential impact of erosion on adjacent areas to choose an appropriate time restriction. 2. Guidelines for Winter Mulch Application. When mulch is applied to provide protection over winter (past the growing season) it shall be at a rate of 6,000 pounds of hay or straw per acre. A tockifier may be added to the mulch. 3. Maintenance All mulches must be inspected periodically, in particular after rainstorms, to check for rill erosion. If less than 90% of the soil surface is covered by mulch, additional mulch shall be immediately applied. D. TEMPORARY GRASS COVER 1. Seedbed Preparation Apply fertilizer at the rate of 600 pounds per acre of 10-10-10. Apply limestone (equivalent to 50 percent calcium plus magnesium oxide) at a rate of three (3) tons per acre. 2. Seeding a. Utilize annual rye grass at a rate of 40 Ibs/acre. b. Where the soil has been compacted by construction operations, loosen soil to a depth of two (2) inches before applying fertilizer, lime and seed. C. Apply seed uniformly by hand, cyclone seeder, or hydroseeder (slurry including seed and fertilizer). Hydroseedings, which include mulch, may be left on soil surface. Seeding rates must be increased 10% when hydroseeding. 3. Maintenance Temporary seedings shall be periodically inspected. At a minimum, 95% of the soil surface should be covered by vegetation. if any evidence of erosion or sedimentation is apparent, repairs shall be made and other temporary measures used in the interim (mulch, filter barriers, check dams, etc.). E. CATCHBASIN INLET PROTECTION 1. Inlet Basket Structure a. Inlet baskets shall be installed immediately prior to disturbing pavement and shall remain in place and maintained until pavement binder course is complete. b. Filter fabric shall be pushed down and formed to the shape of the basket. The sheet of fabric shall be large enough to be supported by the basket frame when holding sediment and extend at Least 6 past the frame. The inlet grate shall be placed over the basket/frame and will serve as the fabric anchor. c. The filter fabric shall be a geotextile fabric; polyester: polypropylene, stabilized nylon, polyethylene or polyvinylidene chloride meeting the following specifications: GRAB STRENGTH: 45 lb. min. in any principal direction (ASTM D1682) MULLEN BURST STRENGTH: MIN. 60psi (ASTM D774) J TLC c�L� Tall L L�� M �.- L�� nn u. rile ruUrI .�`i.II IIUVe all Openlng rIa greaLer LIIUII a number zu U.S. standard sieve and a min. permeability of 120 gpm/s.f. (multiply the permitivity In sec.-1 from astm 54491-85 constant head test using the conversion factor of 74.) e. The inlet basket shall be inspected within 24 hours after each rainfall or daily during extended periods of precipitation. Repairs shall be made immediately, as necessary, to prevent particles from reaching the drainage system and/or causing surface flooding. f. Sediment deposits shall be removed after each storm event, or more often if the fabric becomes clogged. F. STABILIZED CONSTRUCTION ENTRANCE 1. Specifications a. Aggregate Size: Use two (2) inches stone, or reclaimed or recycled concrete equivalent. b. Aggregate thickness: Not less than six (6) inches. C. Width: Ten (10) foot minimum, but not less than the full width of points where ingress or egress occurs. d. Length: As required, but not less than one hundred (100) feet. e. Geotextile: To be placed over the entire area to be covered with aggregate. Piping of surface water under entrance shall be provided as required. f. Criteria for Geotextile: The fabrics shall be Trevia Spunbond 1135, Mirafi 600x or equal. 2. Maintenance The entrance shall be maintained in a condition which will prevent tracking of sediment onto public right-of-way. When washing is required, it shall be done on an area stabilized with aggregate which drains into an approved sediment trapping device. All sediment shall be prevented from entering storm drains, ditches, or waterways. TIMING OF CONTROLSfMEASURES As indicated in the sequence of Major Activities the haybales and silt fences shall be installed prior to commencing any clearing or grading of the site. Structural controls shall be installed concurrently with the applicable activity. Areas where construction activity temporarily ceases for more than twenty one (21) days will be stabilized with a temporary, seed and mulch within fourteen (14) days of the last disturbance. Once construction activity creases permanently in an area, silt fences and haybole barriers and any earth/dikes will be removed once permanent measures are established. WASTE DISPOSAL A. WASTE MATERIALS All waste materials will be collected and stored in securely lidded receptacles. All trash and construction debris from the site will be deposited in a durripster. No construction waste materials will be buried on site. All personnel will The instructed regarding the correct procedure for waste disposal by the superintendent. B. HAZARDOUS WASTE All hazardous waste materials will be disposed of in the manner specified by local or state regulation or by the manufacturer. Site personnel will be instructed in these practices by the superintendent. C. SANITARY WASTE All sanitary waste will be collected from the portable units a minimum of once per week by a licensed sanitary waste management contractor. SPILL PREVENTION A. MATERIAL MANAGEMENT PRACTICES The following are the material management practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances during construction to stormwater runoff: Good Housekeeping: The following good housekeeping practices will be followed on site during the construction project: o An effort will be made to store only sufficient amounts of products to do the job. 0 All materials stored on site will be stored in a neat, orderly manner in their proper (original if possible) containers and, if possible, under ai roof or other enclosure. o Manufacturer's recommendations for proper use and disposal will be followed. o The site superintendent will inspect daily to ensure proper use and disposal of materials. o Substances will not be mixed with one another unless recommended by the manufacturer. o Whenever possible all of a product will be used up before disposing of the container. Hazardous Products: The following practices will be used to reduce the risks associated with hazardous materials: o Products will be kept in their original containers unless they are not resealable. 0 Original labels and material safety data will be retained for important product information. o Surplus product that must be disposed of will be discarded according to the manufacturers recommended methods of disposal. B. PRODUCT SPECIFICATION PRACTICES The following product specific practices will be followed on site: Petroleum Products: All on site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled. Any asphalt based substances used on site will be applied according to the manufacturer's recommendations. Fertilizers: Fertilizers used will be applied only in the minimum amounts directed by the specifications. Once applied fertilizer will be worked into the soil to lirnit exposure to stormwater. Storage will be in a covered shed or enclosed trailers. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. Paints: All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm sewer system but will be disposed of properly according to manufacturer's instructions or state and local regulations. Concrete Trucks: Concrete trucks will discharge and wash out surplus concrete or drum wash water in a contained area on site. C. SPILL CONTROL PRACTICES in addition to good housekeeping and material management practices discussed in the previous section the following practices will be followed for spill prevention and cleanup: o Manufacturer's recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of the procedures and the location of the information and cleanup supplies. o Materials and equipment necessary for spill cleanup will be kept in the material storage area on site. Equipment and materials will include but not be limited to brooms, dustpans, mops, rags, gloves, goggles, kitty litter, sand, sawdust and plastic or metal trash containers specifically for this purpose. o All spills will be cleaned up immediately after discovery. o The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contract with a hazardous substance. o Spills of toxic or hazardous material will be reported to the appropriate state or local government agency, regardless of the size. 0 The spill prevention plan will be adjusted to include measures to prevent this type of spill from recurring and how to cleanup the spill if it recurs. A description of the spill, its cause, and the cleanup measures will be included. o The site superintendent responsible for day-to-day site operations will be the spill prevention and cleanup coordinator. CONSTRUCTION SPECIFICATIONS STONE SiZE - CT. DOT 2" crushed gravel (see gradation table) LENGTH - Detailed on plans. THICKNESS - Six (6) inches (min.) WIDTH - Full drive width. FILTER FABRIC - Mirafi 6OOX or approved equal. INSTALLATION - The area of the entrance should be cleared of WI vegetation, roots, and other objectionable material. A road stabilization filter cloth can be placed on the subgrade prior to the gravel placement to prevent pumping. The gravel shall be placed to the specified dimensions. MAINTENANCE - The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights -of -way. This will require periodic top dressing with additional stone or additional length as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment spilled, dropped, washed or tracked onto public rights -of -way must be removed immediately. CRUSHED GRAVEL GRADATION TABLE % PASSING S EV€ SIZE BY MEiW 2 1/2 inches 100 2 inches 95-100 1 1/2 inches 35-70 1 1/4 inches 0-25 1 inch 0-10 AS SHOYM ON PLANS STABILIZE® CONSTRUCTION ENTRANCE NOT TO SCALE )ORT POLE ;'ECiFiED BY JFACTURER 12" AREA OF EMBANKMENT CONSTRUCTION OR ANY DISTURBED AREA TO BE STABILIZED (UPHILL) AREA TO REMAIN 1. THE GEOTEXTILE FABRIC SHALL MEET THE DESIGN CRITERIA FOR SILT FENCES, OF THE "GUMELINES FOR SOIL EROSION AND SEDIMENT COMRW. PREPARED BY CONNWnCUT COUNCIL ON SOIL AND WATER CONSERVATION. DATED JANUARI 1965. 2. THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES. 3. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL. BE SPLICED TOGETHER ONLY AT A SUPPORT POST. WITH A MINIMUM 6-INCH OVERLAP. AND SECURELY SEAM. SEE MANUFACTURER'S RECOMMENDATIONS. 4. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND Mum OF 12 IN n . WHEN EXTRA STRENGTH FAB(tIC IN USED wmiour THE WIRE suPPORT FENCE, POST SPACING BE AS MANUF RECOIMMENDS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LIKE OF POSTS AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH RE OMMENDATIONS. e. THE FABRIC SHALL NOT EXTEND MORE THAN 38 INCHES ABOVE THE ORWJAL GROUND SURFACE. AND WILL EXTEND To A MINIMUM OF 8 INCHES INTO THE TRENCH. FiLTER FABRIC SHALL NOT BE STAPLED INTO EXISTING TREES. 7. THE TRENCH SHALL BE BACKFiLLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. FILTER BARRIERS SHALL. BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER BAD SHAD. BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL. AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SITYLLL BE MADE IMMEDIATELY. 10. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER Situ_ BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 11. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THEY REACH APPROXIMATELY ONE THIRD THE HEIGHT OF THE BARRIER. 12. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS No LONGER REQUIRED, SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 6" MIN J SILT FENCE NOT TO SCALE SECURE "MIRAR 100X" (OR EQUIVALENT) FiLTER FABRIC TO WELD WIRE SUPPORT. MOLD 6X6, 42 LB WELDED WIRE SUPPORT AROUND INLET FRAME AND GRATE. EXTEND 6" MIN AT SIDES BACKFILL AFTER INSTALLATION OF FILTER FABRIC 1. CONTRACTOR IS TO CLEAN FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC AND MESH JUST PRIOR TO PAVING. INLET PROTECTION NOT TO SCALE EaMM PAVEMW VV&��xyn���tK17JyY�rKI�NJ _ y c 0 C: (n 0 Z U :3QD U •U V) 0 O N � O � 0 N16 Z Im N w -v N � Q 3G U Cn m M O P W® m 0 Z w H Z J Z 2 Z 3�: O iY w � Q (/) Q d O w Q U W W tL W --I 0 LO Q d U_ ilk r §4 As a c co a a a � 1 rft sIQ avao o FE ■ U c O a) CL Iu cu ■ CD R3U 00 Milk C%7 �.■� �a ccoE N ca �. O U) N L O co � ` `'' co C: C/) O ao co Cl)CD d ry CU co :. 1Z LL S C- to t .2 N O ate+ 1695 to 1751 Town Center J RED NEW PANEL r N 0 T ��� GREEN c o 19 TENANT 0 Z � o Z PANELS (TYP) -L II Q fn •U Ui 0j ci o W o u o 0 m .> a� N o z wEXISTING PYLON SIGN CENTER I ��y O� IN �bls P'RO� 9'-o» _ f� o N w NOTE: Z ALL ILLUMINATION IS EXTERIOR N N O O ovi nKi clnKi � 5� m M r i Aviv d71y�y bI inW k--I NOT TO SCALE m > o w z z 0 w z Y o 0 o o Q m L- ALLOWABLE PYLON LON SIGN AREA: 36 S.F. Q U Li.l a- x (MAX HEIGHT = 10') c� EXISTING PYLON SIGN AREA: PYLON A 42 S.F. WN Dvi nKl R d7 c Ir `1 IL-IVI I I — I %.f / 1 LLVIV LJ TL ..J•1 TOTAL AREA 84 S.F. m PROPOSED E!n,,ON SIGN AREA: PYLON A 42 S.F. A (HEIGHT=15') PYLON B 42 S.F. 09a 84 S.F. �'dw �bo w WbQyy ob PGC wV IS Cppp: 1" .d I✓ 8 CL o @� o 7003 U -0 LO ` m a; _ .. oU � W z E��� O 00 CL � IL LENGTH: AS REQUIRED WEIGHT PER LINEAR FOOT. 2.50 LBS (MIN.) HOLES. 3/8" DIAMETER, 1" C-C FULL LENGTH STEEL, SHALL CONFORM TO ASTM A-499 (GRADE 60) OR ASSTM A-576 (GRADE 1070 - 1080) V FINISH: SHALL BE PAINTED NTH TWO COATS OF AN APPROVED MEDIUM GREEN BAKED ON OR AIR DRIED, PAINT OF WEATHER RESISTANT QUALITY. ALL FABRICATION SHALL BE COMPLETE BEFORE PAINTING. 7' MIN. HANDICAPPED PARIONG STATE PERMIT REWIRED VIOLATERS WILL NO PARigNG BE FINED FIRE rF Km' I A N F_ RIGHT I 31-1526Z 31-0650(D) 31-0629 24" x 30" 12" x 18" 12" X 18" 4 SEE SIGN LEGEND FOR SIGNS & POST 6"DIA. STEEL PIPE, 6' LONG (18.97#/FT., 6.625" O.D.) FILLED WITH 3000psi CONCRETE PAINTED W/PRIMER AND YELLOW PAINT PAVEMENT SERVICE `° STOP VEHICLES _ e 0 ONLY is cncT unruT o 90• WT OPTION r--,1 Ise MUTCD R5-10Z ~ • . ,.....�w.. ° 1-9/16" 31-0002 P� 30" x 18" 30" x 30" • IN LEDGE DRILL do GROUT TO A MIN OF 2' 6" NOTE- ALL SIGNS TO BE INSTALLED AS INDICATED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION & CDOT SPECIFICATIONS. SIGN LEGEND & SIGN POST, NOT TO SCALE CONCRETE FOOTING SIGN BOLLARD. NOT TO SCALE CONSTRUCT 31-0629 (AS SHOWN ON SITE PLANS) 4" WHITE PAINTED LINES 4" WHITE PAINTED LINES MOUNTED ON BOLLARD AND CENTERED IN SPACE. u u u u 11 n In F 11 1 F n F 11-1 I� II 0 00 I 9 CENTER TO CENTER f 2'-0" LANDSCAPE ISLAND CONCRETE CURB 1PAINT SHALL BE FAST DRYING TRAFFIC PAINT, MEETING THE REQUIREMENTS OF AAHTO M248—TYPE F. PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER. APPLY TWO (2) COATS. QAMIIIAin CTAI I rhRnllvv J 1 ML_L. STRIPING (9.0 X18.01� NOT TO SCALE BARK MULCH 3" ABOVE CURB 0 0I 0 PLANTING SOIL MIX TO TOP OF CURB L4" " BARK MULCH ON WEED BARRIER FABRIC CURB XON LSF OR MIRAFI MIRASCAPE) EARTH SAUCER BITUMINOUS CONCRETE PAVEMENTS FINISH GRADE �— O O. • • • • - • - • .1�=�1=�11=11=11-�11�-11- = � • ILL-11.='�=1C=.11,=11=[1=.11.'�1-.11.'ll!: • • • • NOTE: PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED, OR WITHIN 1" BELOW SHRUB PLANTING NOT TO SCALE 4' HANDICAP GRAPHIC SYMBOL PAINTED WHITE (SEE DETAIL) .0' (TYP) — 4' WIDE PAINTED WHITE LINES 12'-0" CENTER TO HANDICAP IN CENTER SPACE VAN ACCESSIBLE SPACE NOTES: 1. ALL PAINT SHALL BE FAST DRYING TRAFFIC PAINT, MEETING THE REQUIREMENTS OF AAHTO M248-TYPE F. PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER. APPLY TWO (2) COATS. 2. SYMBOLS & PARKING STALLS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS W/DISABILITIES ACT AND CONNECTICUT DEPARTMENT OF SAFETY - CONNECTICUT STATE BUILDING CODE REQUIREMENTS AND THE CONNEC11CUT GENERAL STATUTES. I I • ► 111 I ^ ♦ r", P'1 ♦ r % I A/ I . I /1 HANUIUAl' I-'ANKINU STALL (9. 0 x18.0 1) NOT TO SCALE BARK MULC 3" ABOVE PLANTING S TO TOP OF BITUMINOUS CONCRETE I SYMBOL TO BE PAINTED IN ALL HANDICAPPED SPACES A"D HANDICAP SYMBOL, NOT TO SCALE GUYING APPARATUS: TURNBUCKLE WIRE OR CABLE & 1/2" I.D. REINFORCED RUBBER HOSE 2" SQ. HARDWOOD STAKES PAINTED ONE COAT W/GREEN PAINT (3 PER TREE) TREE WRAP TO 6" ABOVE FIRST BRANCH MULCH ON WFFD BARRIFR FABRIC SF OR MIRAFI MIRASCAPE) SAUCER LAWN FINISH GRADE UNTIE BURLAP & ROLL BACK FROM TOP 1/3 OF ROOT BALL. IF PLASTIC BURLAP IS USED REMOVE COMPLETELY. DuA-.NTING .c,0IL ./IX — T4JPEF I A,.PTS TOP SOIL & ONE PART MANURE EXISTING SUBGRADE NOTE: PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED, OR WITHIN 1" BELOW DECIDUOUS TREE PLANTING NOT TO SCALE BARK MULhiH 3" ABOVE CURB PLANTING SOIL MIX TO TOP OF CURB CURB BITUMINOUS CONCRETE PAVEMEI 12" 1 CURBED ISLAND CONDITION �-1 1/2- 1 6" 9 CON PIPE PAID & Y r- = 't x 10' LONG ;. FILLED GALV. STEEL BOLLARD. TED W/PRIMER 1LOW PAINT (TYP) BOLLARD NOT TO SCALE 3' x 3' x 5' CONC. FOOTING (TYP) LENGTH AS REQUIRED (SEE SITE PLAN) WHITE PAINTED STOP LINE 1'-0" 7'-9" 2'-0" 0 4" WHITE PAINT S ol �� v ■ I v ■ q LANE NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS STOP BAR 8c LEGEND NOT TO SCALE 3 GUYS EQUALLY SPACED AROUND BALL. ATTACH GUYS ® 2/3 HEIGHT OF TREE. ENCASE WIRE AROUND TREE IN REINFORCED PURREP FJDCE CEflIII?E WIRE ® RnTw 17MM WITH NON-CORRISIVE CABLE CLAMPS. GALVANIZED TURNBUCKLE 1 - EACH GUY 3" BARK MULCH ON WEED BARRIER FABRIC (EXXON LSF OR !!IP.AFI h!IP.ASCAPE) 4" EARTH SAUCER FINISH GRADE UNTIE BURLAP & ROLL BACK FROM TOP 1 /3 A OF ROOT BALL. IF PLASTIC BURLAP IS USED REMOVE COMPLETELY. METAL GROUND ANCHORS. SET ANGLE OF GUY TO ENTER GROUND AT LIMIT OF BRANCHING PLANTING SOIL MIX - THREE PARTS TOP SOIL & ONE PART PEAT HUMUS EXISTING SUBGRADE TAMPED PLANTING MIX UNTIE BURLAP & ROLL BACK 1/3 LAWN CONDITION NOTE: PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED, OR WITHIN 1" BELOW EVERGREEN TREE PLANTING NOT TO SCALE PARKING LOT SIGNAGE 2 SIGNS PER LIGHT P� SPECIFICATIONS: SEE SITE PLAN FOR QUANTITY AND LOCATIONS CONSTRUCTION: 1/8" THICK ALUMINUM PANEL WHITE WITH BLACK LETTERIN( PARVIKlr, AISLE DESIGNATION SIGN- 3/16"=l#—O" STOP & SHOP 1 O / BUILDING PAD 1 i I ISTOP & SHOP BUILDING FOOTPRINT I I BUILDING FINISH FLOOR GRADE 96.3 I BUILDING PAD SURFACE GRADE 95.3 Fr — I I I I J L' J i U J �— BUILDING PAD LIMIT NOT TO SCALE DETAILS c o c: (n +' o Z U L a® •U V) 0 0 0 U o � N 0 co N 3 0 3 rn cn Ir W W I— Ld Z Z O bi Z UJ C7 Q (n Q a- 0O Ld Q U 63 Of a- w J t� m O O Q mco IL om ram.`�. i ccN o ^I V me � 4 Ib0 dw cmmd ; 'cal _1 E, •t a: m° �q � �g ca n� - E-4 , h d f. N O n 1a.,� 0 e o a° 02 ao ao mi fig ium2'o UL E U c 0 � O 00 CT) (6 O � N O L 1,,,.:. �cu 0o �- cam cn c � a Q W a� s- :5 00 0op >, m -t (Dm 00 C—12 4..5" HOT BITUMINOUS CONCRETE PAVEMENT 2" TOP COURSE (CLASS 2) 2 1/2" BINDER COURSE (CLASS 1) 6" PROCESSED AGGREGATE BASE (CDOT M.05.01) OR RECLAIMED BASE MATERIAL. ------------- ------------------------------- ---------------- ------------------ COMMON*7A COMPACSUBGRA(STRIP AND ORANICS) NOTES. 1. HEAVY-DUTY PAVEMENTS SECTION SHALL BE USED IN ALL LOADING AREAS. FF -------------- 2. SEE GRADING, DRAINAGE & EROSION CONTROL PLAN FOR PAVEMENT SLOPE AND CROSS -SLOPE. HEAVY-DUTY PAVEMENT SECTION NOT TO SCALE SUPRA-LYTE f1Y3tri WIDE-UTE: NEW ADVANCED DEStGN FOR TODAY'S PERFORMANCE NEEDS a l� ntryrin ie Y'nh qn.-n n. a Ire va t :: MCrc, anFO/tartt I;xn av5i to aHeclhr - energy Ett(icianl nm� File sy"sa}lal,rt Ietf a-a Lrul.ellliayt-tgmttai e`rda+da-L7 is trw perfect 7 l• + charca far parklnr, rnadvay, and rrmpr4MsR in jt t ' �- Fp"pi?e'mtrer Ice. 'We TI e Igh,ng exprrl at V4dn ! ita.ltl• 'Izad;w'w,mcedn ,14i% to taGnol- u.11aslu-des!gnto SupraLf'o.Thu rC ut 1lnng 11fe I trn tang tNnt ,trUvli n,n>Intunt jt rirrma ne ti 'e e e.y, dureln il„ r,nd uric ..1 Inslalta - S r "fir 'ben and m;thtenaece J ...`;`' FUNCTIONAL STYLING The $upra-L, to how's!; lux ures ; � e0ni m and x dark yma mh Mcncrin '- ,� contiwrs and a dark nn;n�e tinisr, in I - htend with the orcaeectura.— nlen: e" coordmf bwdh other cola: Me apfxz ere ec elfevtive Ihal a 20 the wam. r'=S u wchenfini e's ar al black, slave a;rd l , n -11 vJa1t tiFS lama can p•odare the same [cM rp! ter I, It i IL 1 d r n.,n - t I - wi,iie Ilnishes arc avzilah.�. F>ag !n[.nsilie5 n5 a +t90 atratt HPS as. 3 u._, = , h 11t, w The ru �tem sry 1st �t hcn8g is a tune lamp in typical fum:nabs ?: tl h s ut re asH + iti a my artgfu ; tilq 5]�i 1T1 J �ni n lltn, ILt'tf -'k i ba rlda11-i1 rnr•gf. ;e irnJ he Ia I h S comh ?im tt d, ,1 amp a$ aggape op}rmizes the CIIstwt-utel. of a nth rwo p ltyf ' gra. i vie 4 unlered modals -xa :3a d t�k v.filt Sjniiiu "N , quaro TYpQ V tiatFer tvdh nc waste- 'r ' 4111 g it olYen ,p Anu - ta0 ke trod slil the p anal fil:tut 1 " -w tdt nr� soi ce me:at h..fiub u- NPS Q tJ w. s ,Type V lrminwr .,, th6 Supra Lt7fPas f. t rat. +Jar-u, off p alti hotr.'fi un'1, Ciir p tun �r:i,IL`S otfu IN, ad. tm -+Jq z.t t ,Flo hcctlrrai 3inls 0, .4110114W d@ ' mi r .ar be srottcbEd to pro i„ e r sn'hinq cF rm wmp let d t rrar �s ° `i, act !ram its nppava;nt:e or onsl ' n v e.'u I lrin rt rli m u d r rmx r; evvl U t!:u; rtirtafwtt r Ij a (Hailn Q s- pf�. a r r'kt nb ,n ?SFa. ICn urdn'm I ,nb Jvltent rm-ah dress:The tydtast 74 lOC�1ir�Si�jiy-----__-__--. >` Irtegrai ballast mastflael assethb , a,lay no+n!he lay.p heal. Thl dtl 11n NON-METALLIC assures zootttrupRmUInd rorpet UNIQUE DUAL LAMP n DESIGN�s we or the ba last com rienls, anti. SUPRA LYTE-"'R`�� ra3isr insiallatibnai-iheh Ftwc: nl Sirra-�.gtaha +nt.rr.�>vc It7d 9 _rared5 ra 4+r rtc}SL rP GOO ntical hnu;!n . P Yr )ql r non ;nery al6.al f o mti I,. It3 - fE-rrJiuu:t, a d.tat lur.rp mul b iqe; i rrt%S Supm L tr avadaMe trtixrnr .cbn--^urya� taaar,rs an cFact_e poly- ,T perleollo6 nett CGnshU tiara or retrOf a w'u�uf Ihr caul ru 1 1 r!dldu ,tilt orate tract talf a d a u 1 I - s fn Iucts Ilto Supra-Lylr :rz a ,s a - [gear. LV wal). a+syi�, trr u pre tr<'i Irl er for rman: rag to round Lutr[d I'll 110111, 1and o ur.d 6: u,.mere - T° ,k'$ GLARE CONTROL Suva L yte iru A ,ndalt u u d o ' st, :rcuro-xn 63 and 7 0 dr—v i and illGii EFFICIENCY mrx s I �- «-1 'a . ut-a t a tene St.pra-Ly16 offers ttom icihal and I"'i— tj fur two Co •lr l or i16•!ib pas cy 9e Cost saving u ter, I�1 post Ilui nl t on zu r actac r } p rap. r- ,ap I uric a F r t, only ro,n type L' ann rot par'nnlnr 'tnr r ,atl'rra f slrtr'• am7ma;re, with n oil s!all sgn�ni tiffs 3r un of ra U to also at nWyl in -rn dwt v. ,en wrt ah a c.dde inh tllar. pn:lem teq fired per pefr �' "r h n d nrd asy,n, r ac p K tar twn. Y Seco;IMY' t?o Supra-t.•o usris an ox- tralnr�railsetoraedcer iceilarrtp , ceniigutalion to achieve maximum I _ � prafl utte.ish es tOr HII71iPub sdurr55: ! O.. !i4CQu.4iV Optrest 0. - V•6tlorr; Lamp. r7is;yn L� u;h, E/r, r car ,7o+ml,lcr _- DUAL LAMP LUMINAIRE LIGHT FIXTURE NOT TO SCALE .0 UntL a Qa74st 7v,'-�stf,•�ttr 3" HOT BITUMINOUS CONCRETE PAVEMENT 1 1/2" TOP COURSE (CLASS 2) 1 1/2" BINDER COURSE (CLASS 1) 6" PROCESSED AGGREGATE BASE (COOT M.05.01) OR RECLAIMED BASE MATERIAL. ------------------------------ ---------------- _�= ________=___-- - COMMON FILL COMPACTED SUBGRADE (STRIP LOAM AND ORGANICS) NOTES- 1. HEAVY-DUTY PAVEMENTS SECTION SHALL BE USED IN ALL LOADING AREAS. IF 2. SEE GRADING, DRAINAGE & EROSION CONTROL PLAN FOR PAVEMENT SLOPE AND CROSS -SLOPE. STANDARD DUTY PAVEMENT SECTION NOT TO SCALE EXISTING PAVEMEN' 1T AND SEAL JOINT WITH TACK COAT M 04.01 JR 1 1/2" (COMPACTED) CLASS 2 BITUMINOUS ICRETE SURFACE COURSE (OR _CH EXISTING, IF GREATER) M 04 OR 1 1/2" (COMPACTED) CLASS 1 OR 2 TUMINOUS CONCRETE BINDER COURSE ( OR kTCH EXISTING, IF GREATER) M 04 (COMPACTED) PROCESSED TRAPROCK SE.- M 05.01 (COMPACTED) PROCESSED GRAVEL !BASE OVER COMPACTED SUBGRADE RE CH BACK FILL 02- GRADE (OR PROCESSED TRA ROCK), B 12" 12" NOTES MIN. MIN. LNIC 1. ALL SAW CUT AND SEALED JOINTS TO WIDTH BE EITHER PARALLEL WITH, OR VARIES PERPENDICULAR TO, THE CENTERLINE SEE OF THE PIPE. TYPICAL 2. ALL MATERIALS ARE TO MEET TRENCH FORM 814A, AS AMENDED * (SEE PAVEMENT SECTION) * (SEE PAVEMENT SECTION) TYPE K2 BIT. CURB NOTE: 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.1d4. FORM 814 A BITUMINOUS CONCRETE LI P CURB SECTION NOT TO SCALE ANCHOR RODS (4 REQ'D.) BASE PLATE HEX NUTS (4 REQ'D.) PLAIN WASHERS (4 REQ'D.) U FINISH GRADE W O a PLAIN WASHERS a r i111 (4 REQ'D.) - - - - - - - -_ ...._.. ____---•-- m GROUT AFTER POLE FOUNDATION IS SET AND PLUMBED LEVEL HEX NUTS BOLT VIEW (4 REQ'D.) LIG PLAN VIEW 5/8"0 GROUND ROD RIGID STEEL CONDUIT - o SEE SITE LIGHTING PLAN to =0R LOCATIONS & gUMBFR REQUIRED ►SE (151 NOT TO SCALE ANCHOR RODS (4 REQ'D.) BASE PLATE HEX NUTS (4 REQ'D.) PLAIN WASHERS (4 REQ'D.) FINISH GRADE W a PLAIN WASHERS (4 REQ'D.) - - - - - - - o GROUT AFTER -"--_ - - -'- m -- - - - - POLE IS SET AND PLUMBED FOUNDATION HEX NUTS LEVEL (4 REQ'D.) BOLT VIEW It C n SECTION ffm PERMANENT PAVEMENT PATCHING DETAIL. NOTTO SCALE FINISH GRADE 6" 3/4" RADIUS LOAM AND SEED - BITUMINOUS r: io TOP COURSE U 3" MIN. BINDER COURSE OK = = EXISTING PAVEMENT I I COMPACTED 8 1/2" COMPACTED BASE SUB -BASE NOTE: ALL WORK TO BE BY CONCRETE CRAFTERS, NAUGATUCK CT., 800-637-2464. BASE COVER 1" RIGID STEEL TO POLE -_ Il HIGH FIXTU 3/4"0 GROUND ROD RIGID STEEL CONDUIT - 0j 3EE SITE LIGHTING PLAN io -OR LOCATIONS & DUMBER REQUIRED c . 2'-0" I r PLAN VIEW "HT POLE BASE (32. NOT TO SCALE BASE COVER 1" RIGID STEEL TO POLE -� EXTRUDED CONCRETE CURB NOT TO SCALE BOND GROUND ROD TO LIGHT STANDARD AND EACH RACEWAY WITH #8CU MIN. FOUR 3/4"0 ANCHOR BOLTS WITH 4" HOOK. BURR THREADS AFTER SETTING POLE. BOLT TEMPLATE BY POLE MANUFACTURER. GROUT AFTER POLE IS SET AND PLUMBED. 5 #4 BARS RIGID STEEL CONDUIT - EXTEND MIN. 10'-0" OUT OF PIER. USE STEEL TO PVC CONNECTOR THEN RUN PVC TO WITHIN 10' OF NEXT PIER. �- SCHEDULE 40 PVC \ atr_tn STEEL RIGID STEEL ELBOW (SEE SITE PLAN FOR SIZE) 5/8" 0 MIN. COPPER CLAD STEEL GROUND ROD MIN. 2'-0" BELOW BOTTOM OF PIER #3 TIES AT 12" ON CENTER NOTES: 1. PAINT BASE SAFETY YELLOW THAT APF IN FXPORFil TPAFFI(' AREAS. 2. CONCRETE TO BE 4000 PSI 3. BASE SHALL BE USED FOR ALL POLES ram) WITH FIXTURE MOUNTING HEIGHT LESS THAN 15-FEET AND NOT LOCATED WITHIN PARKING AREAS BOND GROUND ROD TO LIGHT STANDARD AND EACH RACEWAY WITH #6CU MIN. FOUR 1"0 ANCHOR BOLTS WITH a HOOK. 1 BURR THREADS AFTER SETTING POLE. BOLT TEMPLATE BY POLE MANUFACTURER. GROUT AFTER POLE IS SET AND PLUMBED. 5' FIXTURE) --6 #6 BARS RIGID STEEL CONDUIT — EXTEND MIN. 10'-0" OUT OF PIER. USE STEEL TO PVC CONNECTOR THEN RUN PVC TO WITHIN 10' OF rim/( NEXT PIER. r�r RIGID STEEL SCHEDULE 40 PVC RIGID STEEL ELBOW (SEE SITE PLAN FOR SIZ 3/4" 0 MIN. COPPER CLAD STEEL GROUND ROD MIN. 2'-0" BELOW BOTTOM OF PIER #3 TIES AT 12" ON CENTER NOTES: 1. PAINT BASE SAFETY YELLOW THAT ARE IN EXPOSED TRAFFIC AREAS. 2. CONCRETE TO BE 4000 PSI 3. BASE SHALL BE USED FOR ALL POLES WITH FIXTURE MOUNTING HEIGHT GREATER THAN 15-FEET AND POLES LOCATED WITHIN PARKING AREAS PAVED ROADWAY (TYPICAL) 6' SIDEWALK SLOPE (MIN.) 1:20 (MAX.) 1.12 SLOP (MAX.) GUTTER LINE (6" REVEAL - MAX.) 0" REVEAL START TIP - DOWN TYPICAL SECTION (TYPICAL) VARIES BACK OF SIDEWALK (SEE SITE PLAN) MALAM TIC SIDEWALK SLOPE MAXIMUM SLOPE 1:12 1:20 (MAX.) VARIES VARIES (SEE SITE PUN) j (MIN.) ' CURB TIP DOWN MATCH PAVEMENT FINISH GRADE. 0" TOLERANCE. L- 6" (MAX.) REVEAL CURB AS SPECIFIED ON DRAWINGS VARIES SEE SITE 6' PLAN (3' MIN.) 6' 6" 0" REVEAL SECTION FLUSH WITH PAVEMENT SCORE LINES 01:12 SLOPE�AX ao UP -RAMP W <_j MA:12 SLOPE IXU)f I ¢ —` 6' I VARIES (3' MIN.) 6' TIP DOWN 0" REVEAL TIP DOWN PLAN NOTE: RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN WITH DISABILITIES ACT, STANDARDS DIVISION HANDICAP RAMP SIDEWALK TIP DOWN RAMP NOT TO SCALE NOT TO SCALE VARIES FILLED WITH SEALANT (SEE SITE PLAN) 1/8"x1" DEEP HAND TOOLED CONCRETE WALK 1vr JOINT WITH 1/4" RADII 4,000 PSI AIR ENTRAINED 1 2 3/4"„SMOOTH DOWEL W/SLEEVE 6x6N10/10 MESH CONTROL JOINT 1/2" / „ BATTER 3/4" RADIUS 0 12 O.C. COAT WITH BOND _ EXPANSION JOINTS CONTINUE BREAKING COMPOUND BEFORE _ -' •`d = - _ - THROUGH TO FACE OF CURB ADJACENT SLAB IS POURED. ° f`(1NITI�(ll I()INIT n • - _ - - vv1 v 1 1 �vL_ vv11 v 1 n FILLED WITH SEALANT 6» .4 1 /4" RADII BITUMINOUS CONCRETE -1�I, ,I�Ir rl�lr�rl�lr�rl�l, rl �— _:::::`-- _ PAVEMENT 12 � =-: - == - •_ " _• 4 REBAR CONTINUOUS 1 4" TO 1/2- 6 ::6 ::: TOP &BOTTOM) / ____ g 8" PREMOLDED FILLER _ - ' _ _ COMPACTED - ----- AGGREGATE BASE EXPANSION JOINT B ---------------------- coos n \� __ __ COMPACTED ------------------------- SUBGRADE FILLED W1TH SEALANT 5• B A A B A A 6 ;) E M I=„I i 1=1 1 1- FILLED WITH SEALANT 1/4" RADII A SECTION (5'WALK) 1/8"x1" DEEP HAND TOOLED JOINT WITH 1/4" RADII 1/4" TO 1/2" 5 CURB #6 REBAR ®12 O.C. PREMOLDED FILLER 15' (•) 15' PLAN (5' WALK) ISOLATION JOINT C W/ CURB CONCRET W �r PLAN VIEW 8"x8" SCORE PATTERN 6" 4,000 PSI WITH 7% AIR ENTRAINED COLORED CONCRETE PAVEMENT WITH 8" SQUARE SCORE PATTERN SURFACE TREATMENT — CHROMIX ADMIXTURES COLOR CHART A-312.10, COLOR C-32, QUARRY RED OR APPROVED EQUAL 3/4" CHAMFER ALL TOP EDGES BIn I..... I s\ 2" TYP. ,r-6"X6"_6/6 PAVEMENT WW MESH -- • ,i ° • •.-� -� MIN. Ar- LL:LF_- SEE PAVEMENT 8" AGGREGATE SECTION BASE REFER TO PLOT PLAN FOR DIMENSIONS :ROSSWALK NOT TO SCALE 6" 4,000 PSI WITH 7% AIR ENTRAINED CONCRETE 3/4" CHAMFER WITH 15X6-10/10 MESH. ALL TOP EDGES THICKEN SLAB TO 12" ALONG OUTSIDE PERIMETER \ BITUMINOUS PAVEMLN I • 7. : 12" -" 8" AGGREGATE BASE SEE PAVEMENT SLOPE=1:1 SECTION TRUCK DOLLY PAD NOT TO SCALE 6" CONSTRUCTION JOINT IDEWALK WITH MONOLITHIC CURB NOT TO SCALE 6% 6" CURB L-3" HIGH SPEED HUMP EXTENDS WIDTH OF TRAFFIC LANE COLORED CONCRETE PAVEMENT WITH 8" SQUARE SCORE PATTERN SURFACE TREATMENT - CHROMIX ADMIXTURES COLOR CHART A-312.10, COLOR C-32, QUARRY RED OR APPROVED EQUAL BITUMINOUS RAMP CHEVRON S IKIPI' v (WHITE) SEE TEXTRUED CROSSWALK DETAIL SPEED HUMP NOT TO SCALE WOOD BENCH MFG. VICTOR STANLEY, INC. MODEL #28 MAHOGONY (OR EQUAL) IFIINNISH GRADE -CONCRETE SIDEWALK COMPACTED STRUCTURAL FILL CONCRETE FOOTING COMPACTED SUBGRADE ,f G 6" ,I— 15" -7' DIRECT BURY BENCH NOT TO SCALE DETAILS wft O N � W � 3 M 0 Q O m m O i7] z I— • Ld z o Lw z Q U W w n a J t� Q U Om A 01g °o N T` AS IN o fag- -M o ET 02 10 1� o IA m� WC am A o�g CQ Ay j qo �® i n o V O o O0 0 t� 1.1 Id v 11 0'_ 94 a� ao ■ E 0 o U c m m 0 A? C_ CL cu O BU :.i■■ M m CL .0 0 � CL � M N � tom. = o a) 14 W .4..' i 00 CO C (n 0 cM re,U) _� C— > 3 PLAN NOTE: RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN WITH DISABILITIES ACT, STANDARDS DIVISION HANDICAP RAMP SIDEWALK TIP DOWN RAMP NOT TO SCALE NOT TO SCALE VARIES FILLED WITH SEALANT (SEE SITE PLAN) 1/8"x1" DEEP HAND TOOLED CONCRETE WALK 1vr JOINT WITH 1/4" RADII 4,000 PSI AIR ENTRAINED 1 2 3/4"„SMOOTH DOWEL W/SLEEVE 6x6N10/10 MESH CONTROL JOINT 1/2" / „ BATTER 3/4" RADIUS 0 12 O.C. COAT WITH BOND _ EXPANSION JOINTS CONTINUE BREAKING COMPOUND BEFORE _ -' •`d = - _ - THROUGH TO FACE OF CURB ADJACENT SLAB IS POURED. ° f`(1NITI�(ll I()INIT n • - _ - - vv1 v 1 1 �vL_ vv11 v 1 n FILLED WITH SEALANT 6» .4 1 /4" RADII BITUMINOUS CONCRETE -1�I, ,I�Ir rl�lr�rl�lr�rl�l, rl �— _:::::`-- _ PAVEMENT 12 � =-: - == - •_ " _• 4 REBAR CONTINUOUS 1 4" TO 1/2- 6 ::6 ::: TOP &BOTTOM) / ____ g 8" PREMOLDED FILLER _ - ' _ _ COMPACTED - ----- AGGREGATE BASE EXPANSION JOINT B ---------------------- coos n \� __ __ COMPACTED ------------------------- SUBGRADE FILLED W1TH SEALANT 5• B A A B A A 6 ;) E M I=„I i 1=1 1 1- FILLED WITH SEALANT 1/4" RADII A SECTION (5'WALK) 1/8"x1" DEEP HAND TOOLED JOINT WITH 1/4" RADII 1/4" TO 1/2" 5 CURB #6 REBAR ®12 O.C. PREMOLDED FILLER 15' (•) 15' PLAN (5' WALK) ISOLATION JOINT C W/ CURB CONCRET W �r PLAN VIEW 8"x8" SCORE PATTERN 6" 4,000 PSI WITH 7% AIR ENTRAINED COLORED CONCRETE PAVEMENT WITH 8" SQUARE SCORE PATTERN SURFACE TREATMENT — CHROMIX ADMIXTURES COLOR CHART A-312.10, COLOR C-32, QUARRY RED OR APPROVED EQUAL 3/4" CHAMFER ALL TOP EDGES BIn I..... I s\ 2" TYP. ,r-6"X6"_6/6 PAVEMENT WW MESH -- • ,i ° • •.-� -� MIN. Ar- LL:LF_- SEE PAVEMENT 8" AGGREGATE SECTION BASE REFER TO PLOT PLAN FOR DIMENSIONS :ROSSWALK NOT TO SCALE 6" 4,000 PSI WITH 7% AIR ENTRAINED CONCRETE 3/4" CHAMFER WITH 15X6-10/10 MESH. ALL TOP EDGES THICKEN SLAB TO 12" ALONG OUTSIDE PERIMETER \ BITUMINOUS PAVEMLN I • 7. : 12" -" 8" AGGREGATE BASE SEE PAVEMENT SLOPE=1:1 SECTION TRUCK DOLLY PAD NOT TO SCALE 6" CONSTRUCTION JOINT IDEWALK WITH MONOLITHIC CURB NOT TO SCALE 6% 6" CURB L-3" HIGH SPEED HUMP EXTENDS WIDTH OF TRAFFIC LANE COLORED CONCRETE PAVEMENT WITH 8" SQUARE SCORE PATTERN SURFACE TREATMENT - CHROMIX ADMIXTURES COLOR CHART A-312.10, COLOR C-32, QUARRY RED OR APPROVED EQUAL BITUMINOUS RAMP CHEVRON S IKIPI' v (WHITE) SEE TEXTRUED CROSSWALK DETAIL SPEED HUMP NOT TO SCALE WOOD BENCH MFG. VICTOR STANLEY, INC. MODEL #28 MAHOGONY (OR EQUAL) IFIINNISH GRADE -CONCRETE SIDEWALK COMPACTED STRUCTURAL FILL CONCRETE FOOTING COMPACTED SUBGRADE ,f G 6" ,I— 15" -7' DIRECT BURY BENCH NOT TO SCALE DETAILS wft O N � W � 3 M 0 Q O m m O i7] z I— • Ld z o Lw z Q U W w n a J t� Q U Om A 01g °o N T` AS IN o fag- -M o ET 02 10 1� o IA m� WC am A o�g CQ Ay j qo �® i n o V O o O0 0 t� 1.1 Id v 11 0'_ 94 a� ao ■ E 0 o U c m m 0 A? C_ CL cu O BU :.i■■ M m CL .0 0 � CL � M N � tom. = o a) 14 W .4..' i 00 CO C (n 0 cM re,U) _� C— > 3 4- 1" DIA. HOLES FOR 7 1 /2" 7 1 /2" #4 BARS 5'-2" LONG (TYP.) 2" 1'-6 7/8" 1'f� 6 7/8� 2" 3j" 2-#4X4' - 10" LONG (TYP.)- 3 5/8" PVT CROSS -SLOPE W _ I 0 r PRE CAST CONCRETE UNIT a > 1 > ° _ 1 4" STEEL I -BEAM ° 2'-8 3/4" 4' - 6" LONG ALL JOINTS TO BE a POINTED FLUSH & FULL 7 5/8" 7 9/16" " ' PRE CAST CONCRETE OR ° a CONCRETE MASONRY UNITS Q: ° . 6" OF COMPACTED d a=° CRUSHED STONE (TYP.) A - �" a ->• - _ r -'"-'-!j' •=ate' CID I TACK WE DI 1" DEPRESS TACK WELDL_ NOTE. USE C-L GRATE FOR A TYPE C-L DOUBLE GRATE BASIN A» DETAIL NOT TO SCALE ISION SI ON PRE CAST CONCRETE UNIT (APPLICATION OF GRATE SAME AS FOR "C" &"CC DETAILS) ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR ! •:. •.- RICKS, 6" TO 12" PRECAST TOP c •- f �W 2'-8 3/4" w a12 A 42" RCP MAX. cn N m "Oil E> w • R cn cO m 6" MIN. COMPACTED CRUSHED STONE ICI AN 6' _ 6" 7' SECTION A -A NOTE: 1. ALL NOTES FOR TYPE "C" OR "CC CATCH BASINS AS SHOWN ON THOSE DETAIL SHEETS APPLY EXCEPT THAT THIS UNIT IS ONLY PRECAST CONCRETE. 2. FRAME AND GRATE ARE TOWN STANDARD. 3. APPLICATION OF GRATE SHALL BE SAME AS SHOWN ON TYPE "C" OR "CL" CATCH BASIN DETAILS 4. SEE STATE OF CONN DOT STANDARD DETAIL SHEET 507-H FOR MORE DETAILS. WHERE TOWN OF S. WINDSOR STANDARDS CONFLICT, S. WINDSOR STANDARDS SHALL APPLY. 5. ALL BRICKS SHALL BE CONCRETE. 6. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS-20 LOADING. ALTER 1\i ATP '� r>„ �Q "C- L" CATCH BASIN NOT TO SCALE 2" 10 jj" 1�_8» 1'-8" 11'-0" 4 13/16" TOP OF FRAME APPLIES • ' =`` #3 STIRRUPS ® 9" 7Z7 3 - #4X4'-0" LONG R _ ADJUST FRAME gg ° ELEVATION WITH 3' - 1 4" " " CONC. BLOCKS OR, SEE DE AIL B BRICKS 6" TO 12" Pa_ t 3'-10" - 10 13/16" 1 8" FOR o MASONRY UNITS d : PRE CAST SUMP OR SLAB (OR ' EQUAL) 3500 A PSI ° 6" OF '- COMPACTED CRUSHED • = ~` = STONE (TYP.) V-9 1/16" 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. A W� U W U ¢=) CL o N W ? x 0 z Q za w¢ °- O U A w ¢ 30" HEAVY DUTY MANHOLE FRAME J OUTLET PIPE HDPE REDUCER/ADAPTER (IF REQUIRED) - BAYSAVER SEPARATOR UNIT 21. 7j" 1 1' - 6j" 1 1' - 6j" t 7j" 1 1 2" 8" I 18" 4'-0" FRONT ELEVATION J� CONTAMINANT STORAGE MANHOLE PRECAST CONCRETE STRUCTURE WITH WATERTIGHT JOINTS TO THE TOP OF THE MANHOLE - 30" HEAVY DUTY MANHOLE FRAME `-- WATERTIGHT CONNECTION TO MEET ASTM C-923 AD FERNCO COUPLER WITH ' SHEAR RING SEE DETAIL I THIS SHEET PRIMARY SEPARATION MANHOLE PRECAST CONCRETE STRUCTURE N 1H WA TER IIGH T JVIN TS 10 ME TOP OF THE MANHOLE INLET PIPE PLAN VIEW MANHOLE COVER MANHOLE GRADE ADJUSTMENTS (SEE DETAIL) -\ A A _t►Int IL.Tt7i at 114000 IICIAL _ POLYETHYLINE PIPE (SDR 26) ` FLOWABLE FILL OR 3/4" MINUS GRAVEL 9 BENEATH SEPARATOR '�I ` UNIT �50. f� P � d OI a G o- S= COVER PRE CAST CONCRETE UNIT 1 3/16"- ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR 3 13/16"-► BRICKS, 6" TO 12" 00 a ALL JOINTS TO BED, POINTED FLUSH & FULL O z V) w 2 w PRE CAST CONCRETE OR CONCRETE MASONRY UNITS r PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI \-6" OF COMPACTED CRUSHED STONE MOTES: 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 SHAD_ BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE "C-- L" CATCH E NOT TO SCALE BAYSAVER SYSTEM DIMENSIONS DESCRIPTION 1K SYSTEM SEPARATOR MANHOLE DIMENSIONS A PRIMARY MANHOLE DIAMETER 48' B MANHOLE DEPTH BELOW OUTLET 8' - 0• C MINIMUM FLUID DEPTH 8' - 3' STANDARD SEPARATOR UNIT DIMENSIONS D SEPARATOR UNIT ID 24' E SEPARATOR UNIT LENGTH 60' F BYPASS PLATE LENGTH 34' G WEIR/BYPASS PLATE THICKNESS 3/4• H ELBOW AND CONNECTING PIPE OD 7,125' I ELBOW LENGTH 48' J WEIR HEIGHT ABOVE INVERT 3' K BYPASS PLATE HEIGHT ABOVE INVERT 12' L WIDTH OF WEIR AT BASE 3' M. OUTLET PIPE DIAMETER M N ELBOW INVERT HEIGHT ABOVE UNIT INVERT 4 1/2' 131 ELBOW PIPE OVERHANG 12' STORAGE MANHOLE DIMENSIONS P STORAGE MANHOLE DIAMETER 48' 0 MANHOLE DEPTH BELOW INLET/OUTLET 48' R FLUID DEPTH 8' - 0' S TOTAL STORAGE VOLUME 200 CF SYSTEM DIMENSIONS AND ELEyATIONS Tj SEPARATOR MANHOLE COVER ELEVATION T UI STORAGE MANHOLE COVER ELEVATION U V SEPARATOR MANHOLE FLOOR ELEVATION V W STORAGE MANHOLE FLOOR ELEVATION W X INLET PIPE ID AND MATERIAL Xi X2 Y INLET PIPE INVERT Yl Y2 Z SEPARATOR UNIT INVERT Z AA OUTLET PIPE ID AND MATERIAL AA AD nu - CI L\/ATTnkl CONNCCTjNG. DTPC VNIvCDT - v n I AO m, AC CONNECTION PIPE SPACING 20' AD STORAGE MANHOLE SIDE OFFSET 72 t 6' AE STORAGE MANHOLE DOWNSTREAM OFFSET 24' U P'1 I S /`1 `V�L_ I! 6" OF 1 K SYSTEM COMPACTED CRUSHED STONE NOT TO SCALE 10 " 10 j" 104" 104" - 1 3/16" �3 13/16" V-6 7/8" 10 a 7 1 /2" PRE CAST 1' I ° 1' 7 1 /2" CONCRETE UNIT TOP OF 2" a 1'-8" FRAME APPLIES n " ADJUST FRAME ELEVATION WITH iN ' .4. ° CONC. BLOCKS OR 3 5/8" 3 5/8" BRICKS, 6" TO 12" : - 3 13/16" 7 13/16" 7 13/16" = 72X:2' 8Z"Na4�V)wM 10" 2-#4X4'-0" LONG 10 /16 11" I 2" 13/16" 8" ALL JOINTS TO BE > z 13 7/16" ; 2 13/16" L I {MASONRY ° ' .-.7 5/8" 5t POINTED FLUSH & FULL w UNITS) • ` » P N O rcq (D c 0 +' o Z U o. 0 O •U w U W O 0 � (D 8 (MASONARY o UNIT) N Z - Y CID • ". R S g" 8" � 3'-O" 4'_4» SIDE ELEVATION �1sQ 3. WALL THICKNESS FOR STRUCTURES ELEVATION' 10' HIGH IS 12" FOR CONCRETE N 8SIDE 3 BLOCK UNITS. INSIDE DIMENSIONS - p REMAIN THE SAME. C4cn of 4. ALL PIPES SHALL BE CUT FLUSH WITH } WV) V)p J INSIDE WALLS. Q O 5. ALL BRICKS SHALL BE CONCRETE. r >_ p " SOUTH WINDSOR STANDARD FRAME AND COVER ADJUST FRAME TO FIN. WITH CONIC. BRICK FINISHED GRADE (6" TO 12" MAX.) --� �- 3' STANDARD STEPS ' (SEE MISCELLANEOUS - MANHOLE: DETAIL) r ALL JOINTS TO BE e POINTED FLUSH ° ' = 'n AND FULL 4' 0" z PRE CAST CONCRETE d w OR CONCRETE w MASONRY UNIT - CONCRETE OR e. = BRICK INVERT 6" N ' 6" OF -� COMPACTED CRUSHED STONE 6'-4" DIA. 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. DRAIN MANHOLE NOT TO SCALE W m O z LL O m w U 'E "C" CATCH BASIN Q 00 a- wLd C� In o 0 d O_ U- NOT TO SCALE t� LAWN PROPOSED GRADE DEPTH TO INVERT VARIES SEE GRADING DRAINAGE & EROSION CONTROL PLAN BACKFILL TO SPRIN 32LINE OF PIPE WITH 3/4" STONE J 6"MI = I.D.#+ 2' 3' MIN. :.?"'_`'s _ of { � • _'�' ;'.' �• r:". °o oo" � "0000 diS�Q o o°o°o° 0 O°O°O O°O°O°O 00000000 0°0 0�00000 000000000000000000000 SEE PAVEMENT SECTION DETAIL o PPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) �1 r NO STONE LARGER THAN 3" CAI q •� WARNING TAPE - MIN. 12" wil"8 MAX. 24" ABOVE PIPE �i !g d SAND BEDDING PLACED AND COMPACTED IN g 6" LAYERS NO STONE LARGER THAN 1-1/2". ei MATERIAL SHALL MEET D.O.T. M2.05 b BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLEMAIERIAL AS P4 BY 1419 MATERIAL SHALL MEETD D.O.T.M.02.� INEER. 9 a FOR 3/4- STONE. octiw� -qTnRm nRAing ram` vi � v R ♦ � Ir asr v • • s a � �! •O � O TRENCH DETAIL NOT TO SCALE y 3 C.I. FRAME & COVER a CAMPBELL FOUNDRY 14"x14"x6" a o� NO. 4173 OR APPROVED EQUAL CONCRETE PAD E c 0 i CD O S? n a r cu 4" RISER r� 00 o� O 45' ELBOW 1E 45' Y" w C " -a In Q END CAP-. bra ,� _ c aO U)) W 2 �; z SEE PLAN �-�', FOR SIZE C � 0 CO co co ri PAKI_01 IT 0r N O o NOT TO SCALE DEJA.�L�S' C-14 CORD 15/16" C OR TRENCH WiuIri A,BORC MARINE PLYWC WRAPPED IN POLYETHYLENE �- UNDISTURBED MATERIAL (TYP.) VOLUME OF CONCRETE AS DETERMINED BY ENGINEER n SQUARE FEET OF CONCRETE THRUST o BLOCKING BEARING ON UNDISTURBED MATERIAL N REACTION PIPE SIZE 4" 6" 8" 10" 12" wTYPE it U) A 90' 0.89 2.19 3.82 11.14 17.24 B 180' 0.65 1.55 2.78 8.38 12.00 o C 45' 0.48 1.19 2.12 6.02 9.32 N D 22-1 /2' 0.25 0.60 1.06 3.08 4.74 E 11-1 /4' 0.13 1 0.30 0.54 1.54 2.38 NOTES: 1. POUR THRUST BLOCKS AGAINST UNDISTURBED MATERIAL, WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. NO JOINTS SHALL BE COVERED WITH CONCRETE. 2. ON BENDS AND TEES, EXTEND THRUST BLOCKS FULL LENGTH OF FITTING. 3. PLACE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCKS. 4. WHERE M.J. PIPE IS USED, M.J. PLUG WITH RETAINER GLAND MAY BE SUBSTITUTED FOR END BLOCKINGS. 5. INSTALLATION AND STANDARD DIMENSIONAL REQUIREMENTS SHALL BE IN ACCORDANCE WITH MDC WATER CO. ESTABLISHED RULES AND PROCEDURES. THRUST BLOCKS NOT TO SCALE cn U II M <= n cn wl 00 M '- 7 SPACES I I IR TANSVERSE"BAR d. M 1" 3/4" 2 3%8" JREARIAIG BAR 5/8" ROUND BARS TYPE "A" GRATE 3'-2 1/4- -3'-3/4" 3'-3 3/4" SECTION CAST IRON FRAME NOT TO SCALE 1 3/16' 1 3/8" 00 PLASTIC OR FIBERGLASS MANHOLE STEP II\ISIuE FACE OF MANHOLE MANHOLE TAKE-UP -' POWER' CLAMP GASKET SLEEVE ELASTOMERIC MANHOLE COUPLING * PER MDC WATER CO. AND SOUTH WINDSOR FIRE DEPARTMENT. IVV 1L3. HYDRANT INSTALLATION AND OPERATION, MANUFACTURE AND MODEL, AND STANDARD DIMENSIONAL REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE SOUTH WINDSOR FIRE DEPARTMENT AND MDC WATER CO. ESTABLISHED RULES AND PROCEDURES. FIRE HYDRANT NOT TO SCALE 1/2" GRADE 60 STEEL REINFORCEMENT e r-^-r r1\ 1 A A SIEC 1I01V A -A PIPE - A. FLEXIBLE SLEEVE STAINLESS STEEL STRAP FLEXIBLE MANHOLE SLEEVE MISCELLANEOUS MANHOLE DETAILS NOT TO SCALE rl.v%7 /11 urvr 8-, 1 ,1/2"^DIA. 2- 1 1/2' HANDLING H SECTION B-B CAST IRON FRAME 4" LJ Q �O STORM MANHOLE O�O ALTERNATE O o�OL�O El El El ❑ O ❑ o�00000�o A ooEloo 1-9/ A NOTES: 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. SECTION A -A CAST IRON COVER CAST IRON MANHOLE FRAME AND COVER NOT TO SCALE EXCAVATED -NATURAL CLAY �3/4" BROKEN TRAPROCK (TYP.) TRENCH WIDTH ° • 'd % • f .�' 4'-0" (MAX.) (TO OUTER MANHOLE WALL) FULL TRENCH WIDTH PLAN VIEW [ KIRI MI ALII rT rTVI"1 �- o• _ _ - ��• - e _ - A•a_ L e - - � _ "e_ _ - FLOW y 2' MIN. PIPE JP 01 SEE NOTE #3 /-FABKIU (Stt NOTE #4) 'y ei C A rA - A �-- NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TO TOP OF PIPE. PROFILE VIEW PIPE PIPE BOTTOM OF EXCAVATED TRENCH NOTES: 1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF MANHOLES, AND SPACED A MAXIMUM OF 100' +/- APART.. 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON BOTH SIDES OF TRENCH. 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK. 4. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITIVITY OF 0.5 TO 0.1 SEC AND AOS OF 0.43mm TO 0.22mm AND SHALL MEET AASHTO M288-96. NATURAL CLAY DRAINAGE STOPS NOT TO SCALE NEENAH TRAP MODEL NO. R3 EQUAL WITH H 6" '1F BASIN NOTE: 1, TRAP HOODS SHALL BE INSTALLED IN ALL NEW CATCH BASINS. TRAP HOOD INSTALATION NOTTO SCALE DETAILS, PIPE °1 1 10 M w LL N J r O (_n - CD m O •- C)Z Q>� Lli LLJ 0 Z 0 Z O w Q m Q n o w U w 0' a. Of J 0 O 0 Q 0_ U- 0 om a� o ,,�' o o " 0 ME q m bd m o ^�1 X 0 a as ci [in Re C� t W ~ v,g " z A� O O R 1.3 � 4 d O v1a•1 U � � � v h qro 0 IS. c N �98A 2 Wob ab� "ao0 �� o� qo U w1.l» c O U c m 0 a m co O .� sm M cu C) -` . . sue. Om E :L- c: W W ��Z C co - co c:cn o M N� CD co C-15 LAWN / STREETS / CROSS-COUNTRY TOPSOIL & SOD OR SEED PAVED AREAS SEE PAVEMENT SECTION DETAIL ¢� A''` -ORGAN = C BAC FALL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED z ' 12" (MIN.) TO 24" (MAX.) ABOVE 2 a I : . a : TOP OF PIPE. N a n AND BLANKET N 4 PIPE, AS SPECIFIED 3/4" CRUSHED STONE �°' z O.D. `- PIPE 11' (° 12" SAND MIN. F �_•_ `° = SECTION :_ • �•= �= STONE 1. SEE STANDARD DETAIL FOR CLAY 6" MIN. '•' ==%= '"' STOPS WHERE NECESSARY. 2. FILTER FABRIC SHALL BE -6" NONWOVEN CLASS 2, WITH PERMITIVITY PIPE - IN GROUND WATER OF 0.5 TO 0.1 SEC-1 AND AIDS OF 0.43mm TO 0.22mm AND SHALL MEET AASHTO M288-96 TYPICAL SANITARY WER TRENCH SECTI NOT TO SCALE FILTER FABRIC (SEE NOTE) SHEET THIC x 1 /8" DEEP 12 GA. 10.1 :SS BOTH SIDES 1/16" 3 1/4" L T INTENDED USE 1 1/4" FULL LENGTH THREAD RAIL SPLICE BOLTS 2" 1 1 /2" MIN. THREAD LENGTH POST BOLT (STEEL POSTS) 9 1/2" 1 1/4" MIN. THREAD LENGTH POST BOLT (MELT POST NO.1) 18" 2 1 /2" MIN. THREAD LENGTH POST BOLT (WOOD POSTS) 25" 2" MIN. THREAD LENGTH POST BOLT (DOUBLE FACED RAIL) ;Z8" BUTTON HEAD BOLT AND RECESSED NUT (F-3-83) 1 3/4" X 1 1 " 2 1 2" I -0 /2 X XR X X WASHER SPLICE BOLT SOT POST BOLT SLOT (F-13-73) 12'-6"I SHOULDER GRADE AT EDGE OF PAVEMENT --� LAP IN DIRECTION OF TRAFFIC I II u 6'-3" 6'-3" 1'-10 1/4- 8" LAPPED ON TRAFFIC FACE it II II II it II u u ELEVATION STANDARD SECTION METAL BEAM C NOT TO SCALE I FLOW 17'-0" T 16'-0" ' �� ~\ ------ , ° TI \ FLOW °� I I --�- ly11II YNO��j 0 0 24" DIA. CLEACOVER (TYP.)I I i If I -- PLAN rr 48" MANHOLE-J RISER (TYP) SOUTH WINDSOR STANDARD SEWER MANHOLE FRAME & COVER SET FLUSH WITH FINISH GRADE (TYPICAL) 7" ANTI FLOTATION CONCRETE COVER !]/REMOVE (TYP) -- ----------- (COVER Jam. 10" = TEE SHALL BE PVC SCH 40, �I SCREWED TOGETHER AND I PERMANENTLY MOUNTED o N TO THE INTERIOR OF THE �- = I -� Li I w 0 TAAII! vAATW CTAIKII FCC I �I DEL STRAPS (TYPICAL)- iA a 5 3'-7" J I 1'-0 12" b SECTION MEW GALLON GF NOT TO SCALE AXIS X 1 /16" 2 5/16 3 1/4" 9/16" 1'-0 1 /4" SEC330N THRU RAIL ELEMENT (RE-31(206'-3" - 12'-6") -73 OR (RE-3(406-3" - 25'-0") - 73) 1 1 /2" 11/16" x 1" SLOTTED HOLE RECTANGULAR PLATE WASHER (F-12-73) (6 REQ'D) (SEE NOTE #3) 1 2'-6" 1 1 /4"0 HOLE -\ I 8" 1 8" FACE OF RAIL - EDGE OF PAVEMENT WOOD BLOCK & OFFSET POST- 12" NOM. �F-3(18") - 83) WITH F-13-73) UNDER NUT ® I I \\ I i I L_J TYPICAL SIDEVIEW WITH FASTENERS (SHOWN WITH FASTENERS) RDRAIL 12" COMPACTED CRUSHED STONE (TYP.) _ASE TR 0 1 c 2" 4. 1 4' 1 4 1 4" 2" _ 0 D = I ap a - co IM SHOU EDGE NOTES: 1. ALL COMPONENTS TO BE DESIGNED FOR HS-20 LOADING (AASHTO). 2. ALL TEES SHALL BE PVC. 3. FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES, 4. THE GREASE TRAP SHALL BE VENTED AS REQUIRED BY CODE. 5. CONCRETE - 5,000 PSI (MIN.) STRENGTH AT 28 DAYS. 6. STEEL REINFORCEMENT - ASTM A-615, GRADE 60. 7. SEAL CONSTRUCTION JOINTS WITH DOUBLE LAYER OF 1" DIAMETER BUTYL RUBBER OR EQUIVALEN I. 8. GREASE TRAP TO BE MANUFACTURED BY ROTONDO PRECAST MODEL #ST 6X16-4 OR APPROVED EQUAL. 101 UNE POST ELEVATION \AEW AT BEAM SPLICE (SHOWN WITHOUT FASTENERS) . IN RAFFIC ADJUST TO GRADE WITH COURSES OF CONC. BRICK OR CONC. GRADING RINGS (SEE NOTE 1) SEE CAST IRON MANHOLE FRAME & COVER DETAIL -VARIES 6" TO 12" A 3' _ MANHOLE STEP 12" TYP. (SEE STANDARD DETAIL) z 1,2',3', OR 4' RISER a v SEE JOINT DETAIL SECTION AS REQUIRED (BELOW) 4'-0" FOR DETAILS, SEE . 6.: BITUMASTIC ELASTOMERIC COUPLING • a DAMP PROOFING 2 DEGREES MAX. AND FLEXIBLE "- MANHOLE SLEEVE 4= 4'-0" MIN. ' •_ 4'-0" MIN. COLD APPLIED TO JOINT TO JOINT BITUMINOUS sm I.D. - :'. ROUND RUBBER SEALER GASKET JOINT 3/4 PIPE 13.I SPIGOT & BELL REINF. FLOW CLASS "A" CONCRETE OR BRICK 4" GASKET JOINT ALTERNATE JOINT MASONRY SELF-CLEANING INVERT a. 6" _. -' ._ 1NVERf EL. CLASS "A" CONCRETE L j -I NOTES: " ` - - -4mnnlrvlvm c•Tcn TA OC A 11 AYI\/11\1 M' 17" v1 I,c s MIN. a FINISH GRADE r• E s! RETAINING _ 0 WALL �( 6" BANK RUN GRAVEL-/ OF CRUSHED STONE ELEVATI®N BELOW TOP OF MANHOLE FRAME & COVER ELEVATION. 2. SEE MISCELLANEOUS MANHOLE DETAILS. 3. MANHOLE SHALL BE DESIGNED FOR HS-20 LOADING SEWER MANHOLE NOT TO SCALE 1. DESIGNATION PROVIDED IN BRACKETS ( ) REFERENCE STANDARD ELEMENTS DETAILED IN "A GUIDE TO STANDARDIZED HIGHWAY BARRIER RAIL HARDWARE" (1979) - AASHTO - AGC - ARTBA JOINT COOPERATIVE COMMITTEE. 2. THE RECTANGULAR PLATE WASHER (F-12-73) IS USED ONLY FOR 37'-6" OF STANDARD SECTION UPSTREAM OF A TERMINAL UNIT TYPE G-2 (SEE STANDARD NO.GR-3). 3. USE 12'-6" LENGTH RAIL ELEMENT IN CURVES OF LESS THAN 300' RAIL RADIUS. 4. ALL DIMENSIONS SUBJECT TO MANUFACTURER'S TOLERANCES. 5. USE 6'-0" LONG POSTS WHEN FILL SLOPE IS 4:1 OR FLATTER AND/OR WHEN FIELD CONDITIONS DICTATE (e.g., LEDGE FILLS) , AS DETERMINED BY THE ENGINEER. 6. GUARD RAIL SHALL MEET CTDOT STANDARDS AND SPECIFICATIONS. F I G I H PLAN NOTES: TER BRIC SHALL BE r1Lue+l i nn A nr .,n 1 CLASS 2. WITH NONWOVEN WITH PERMITIVITYOF 0.5 rIIVIJn hl mut VIZ -- -- -• - OTHER SURFACE TO 0.1 SEC' AND AOS OF 0.43mm TO MATERIAL 0.22mm AND SHALL MEET AASHTO M288-96 \-FILTER FABRIC (SEE NOTE) 18" INTERMEDIATE RIPRAP I SSI R ATER (P NOT TO SCALE A PIPE SIZE A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1 1 2' 1' 1 4 1 /2' 1 1 /2' 3' 6 18" 12' 1 8' 2' 1' 1' 5' 2' 1 4' 8 21 " 13' 1 9' 2 1 /2' 1 1 2' 1' 1 7' 2 1 2' 1 4 1 IV 12 24" 17' 10' 2 1 2' 1 1 2' 1' 8' 2 1 /2' 5 1 2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3 1 /2' 2' 2' 9 1 2' 3 1 /2' 7' 33 42" 24' 19' 4' 2 1 2' 2' 10' 4' 8' 42 I E. N 8 w W 7 M Q®cn�.-� ®cn cn m m(5 p m p z III z z o w z Lij _3 < U) § CL O W J (n p toQ CL Li.. % V m ® o to. 1144 rn mil a-'o r, E W. s� m 42 0 a m cx a b • i o� O Q. ::. N O .� IZ �- M E o cl) ;W � z r- a) s co �4_0 co o 1 a� � coE co a � [L'_0 c-16 CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE- VERSA-LOK l vjuLjULAR ^,^vNCRE T E FACING UNITS-, -- GEOSYNTHETIC REINFORCEMENT IMPERVIOUS FILL 12" DEEP a PIN HOLES AND SLOTS FOR -4 d" SETBACK WALL RETAINED BACKFILL -DRAINAGE AGGREGATE ckl STRAIGHT SPLIT FACE-J12 THICK MIN. I M411DAM iAMII-111-' I 14» __ - =• EXCAVATION LINE THAT MEETS OSHA REQUIREMENTS REINFORCED BACKFILL COMPACTED 95% OF MAXIMUM STANDARD 2' -I I PROCTOR DENSITY MIN �-I ��%`� / 4" DIA. (MIN.) DRAIN PIPE OUTLET 0 END oil _ _:-_�:�_�•° OF WALL TO CLOSED DRAINAGE SYSTEM -I I I -I " OR 0 20' CENTERS MAX. SLOPE TO DRAIN (1 /8"/FT.) WITH FILTER FABRIC GRANULAR LEVELING PAD (6" THICK MIN.) I TIn'ICAL JGCIIVIN REINFORCED RETAINING WALL MODULAR CONCRETE UNIT NOT TO SCALE DRAINAGE AGGREGATE PERF. DRAIN PIPE • ° 0 0 o a OPEN JOINT AT I I 20 FT. CENTERS 3/4" VERSA -TUFF PII 2 PER UNIT PINHOLE -� RECEIVING SLOT PINNING DETAIL CROSS SECTION NOTE: 1. FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS 2. GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE DETERMINED AS PART OF WALL DESIGN DO NOT OVEF GRID LAYERS ICUT GRID AROUND VERTICAL STRUCTURES BEHIND WALL I-- z w cn ;RID LENGTH w I O z r r� 16" 16" PIN HOLES FOR VERTICAL WALLS SPLITTING GROOVE FOR HALF UNIT �- SPLITTING GROOVE FOR FREESTANDING WALLS PINNING SLOT FOR FREESTANDING WALLS VERSA-LOK UNIT NOT TO SCALE RANDOMLY STAGGER VERTICAL JOINTS FOR STRAIGHT WALLS, ALTERNATE A -CAP AND B-CAP A -CAP B-CAP/ 16" 12" B-CAP 12" A -CAP 14" 14" 3 5/8" A -CAP B- START GRID APPROX. 1 1 /2» -� FROM FRONT OF UNITS GEOGRID AT STRUCTURES BEHIND WALL MIN RAnn iq R' I NOTE: FOLLOW GEOGRID MANUFACTURER'S INSTRUCTIONS FOR REINFORCEMENT PLACEMENT AT CURVES AKIn rrnDKICDC P11vV VV1\LOCI\J. DO NOT PLACE OVERLAPPING GEOSYNTHETIC LAYERS DIRECTLY ON TOP OF EACH OTHER. PROVIDE 3» (MIN.) CURVE D ETAI L OF SOIL FILL BETWEEN OVERLAPPING LAYERS. TYPICAL CURVES SPLIT EXPOSED SIDE CAPPING DETAIL -PROFILE STEP AT TOP OF WALL SPLIT ENE BOTH CAP RECOMMEND MIN. RAnIi i S 6' 0 BOTTOM OF WALL HALF UNIT TO E'M IAI T/V7e /%c lAlA1 1 GF" 1114 1 Vr OF VVMLL OUTSIDE CURVES USE A -CAPS ONLY A -CAP I A -CAP R_rep u vim, 0_kwAr INSIDE CURVES USE B-CAPS ONLY GENERAL NOTES FOR CAPPING: 1. CAPS SHALL BE ADHERED TO WALL USING VERSA-LOK CONCRETE ADHESIVE 2. CAPS MAY BE PLACED WITH A 1 /2" TO 3/4" OVERHANG OF TOP COURSE 3. WHEN SPLITTING CAP UNIT FOR WALL END DO NOT USE A CAP SECTION LESS THAN 6" WIDE 4. DO NOT OVERHANG CAP AT END OF COURSE MORE THAN 1" THE CONTRACTOR SHALL FURNISH A DESIGN PLAN COMPLETED BY THE MANUFACTURER AND CERTIFIED BY A PROFFESSIONAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT FOR REVIEW AND APPROVAL BY THE OWNER AND TOWN OF SOUTH WINDSOR. CAP UNIT ADHERES TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE VERSA-LOK MODULAR CONCRETE UNITS.-, rPANI 111 AR LEvELINr -I PAD MIN. 6" THICK-� IMPERVIOUS FILL 12" DEEP DRAINAGE AGGREGATE 12" THICK MIN. - MIRAFI 140N 4" DIA. DRAIN PIPE OUTLET 0 END OF WALL TO CL OSED nRAINArE SY-RTFM OR 0 20' CENTERS MAX. TAP I CIII1I AL SEC OV UNREINFORCED RETAIf4lNG WALL MANUFACTURER'S DEMO: 1. CONCRETE UNIT RETAINING WALL WITH CONNECTION7PINSTO INTERLOCK UNITS SHALL BE PROVIDED BY VERSA-LOK OR APPROVED EQUAL.2. DESIGN SHALL BE FROM THE WALL MANUFACTURERAN 3. MUFACTURER DESIGN ENGINEER SHALL BE LICEN IN THE STATE OF CONNECTOR. 4. DESIGN CALCULATIONS AND PLANS SHALL BE SUBMRTED TO THE OWNER FOR APPROVAL. 5. DESIGN CALCULATIONS TO INCLUDE SAFETY FACTORS AGAINST OVERTURNING. SLIDING. BEARING CAPACITq GEOGRID PULLOUT AND GLOBAL STABILITY. MINIMUM FACTORS OF SAFETY ARE INDICATED BELOW. 6. THE WALL DESIGN ENGINEER SHALL COMPLETE SUFFNCIENT INSPECTIONS DURING CONSTRUCTION TO CERTIFY WORK IS COMPLETE IN ACCORDANCE WITH DESIGN. 7. SUBMIT ASSUILT DRAWINGS OF WALL WITH WALL DESIGNERS CERTIFICATION TO OWNER. RMNFQIRCED BACKFILL IMPORTED REINFORCED BACKFILL MATERIAL SHALL BE CLEAN, FREE -DRAINING WELL GRADED GRANULAR SOIL WITH A MAAMUM PARTICLE SIZE OF 4" AND NOT MORE THAN 12X BY WEIGHT PASSING THE #200 SIEVE. ON -SITE MATERIAL SHALL NOT BE USED FOR REINFORCED BACKFILL MATERIAL. UNLESS IT MEETS THE ABOVE NOTED REQUIREMENTS. 20° - 70• EVEN COURSES 20°-70•�/ ODD COURSES CVRIIIVIER DETAIL OBLIQUE ANGLE -OUTSIDE SCALE: NONE .gyp p •p .p .p s p .p .p • _zF=ili ea o 0 0 0 0 0 o eo • p ODD COURSES EVEN COURSES CORNER DETAIL 90° -OUTSIDE SCALE: NONE DRAINAGE AGGREGATE DRAINAGE FILL SHALL BE CLEAN 1 INCH MINUS CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION: SIEVE SIZE X PASSING BY WEIGHT 1 INCH 75-100 3/4 INCH 50-75 No. 4 0-60 No. 40 0-50 No. 200 0-5 HALF UNIT 110' - 160° EVEN COURSES DRAINAGE NOTES: 1. CONTRACTOR SHALL DIRECT SURFACE RUNOFF AWAY FROM THE WALL DURING CONSTRUCTION. 2. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT OR OTHER SURFACE TREATMENT SHALL BE INSTALLED IN THE AREA OF THE WALL IMMEDIATELY AFTER THE WALL IS COMPLETE. OR OTHER MEASURES SHALL BE TAKE TO PROTECT THE WALL FROM RUNOFF. GENERAL NOTES: 1. ALL INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION "DESIGN & INSTALLATION GUIDELINES", BY VERSA-LOK. WHERE INFORMATION ON THESE PLANS CONFLICTS WITH THE GUIDELINES, THE PLANS SHALL SUPERSEDE. 2. STRIP ORGANIC SOILS FROM THE WALL AND GRID ALIGNMENT AREA. 3. BENCH CUT ALL EXCAVATED SLOPES. 4. DO NOT OVER EXCAVATE UNLESS DIRECTED TO DO SO BY THE GEOTECHNICAL ENGINEER. 5. GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. 6. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE INDICATED ON THE WALL DESIGN DRAWINGS. 7. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS, ESPECIALLY WITH REGARDS TO LEVELING OF BLOCKS AND BASE (SEE SPECIFICATIONS). 8. WHERE PERFORATED DRAINS ARE USED, PROVIDE OUTLETS AT THE ENDS OF THE WALL TO CLOSED DRAINAGE SYSTEM OR AT 20' INTERVALS; SEE DETAILS. 9. BACKFILL AND COMPACT THE FILL MATERIAL BEHIND THE WALL IN 12 INCH MAXIMUM LIFTS AS THE WALL IS INSTALLED. 10. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. EACH LIFT SHALL BE TESTED AT INTERVALS NOT EXCEEDING 100 FEET OF WALL LENGTH. 11. COMPACTION SHALL BE TO 95% OF MAXIMUM MODIFIED PROCTOR DENSITY OF THE FILL MATERIAL (ASTM D-1557). 12. PULL GEOGRID TIGHT PRIOR TO BACKFILLING. 13. SEE PROFILE FOR FINISH GRADE AT TOP AND ENDS OF WALL. 14. SEE PROFILE FOR WALL LAYOUT INFORMATION. 15. COMPACTION OF AREAS LOCATED WITHIN 15 FEET OF THE TOP OF THE WALL SHALL BE PERFORMED WITH NON - VIBRATORY ROLLING EQUIPMENT. PLATE VIBRATORY TAMPERS SHALL BE USED IN AREAS WITHIN 5 FEET OF THE WALL. 16. GEOGRID CUT LENGTHS ARE MEASURED FROM THE FACE OF THE RETAINING WALL. 17. GEOSYNTHETIC SHALL BE PLACED WITH STRONGER DIRECTION PERPENDICULAR TO WALL FACE. 18. WHERE GUARDRAIL OR FENCE POSTS ARE INSTALLED SUCH THAT THEY WILL PENETRATE A GEOGRID LAYER, THE GEOGRID SHALL BE PRE-CUT AND SLEEVED SO AS NOT TO DISTURB THE GEOGRID WITH THE INSERTION OF THE POST. THE POST SHALL NOT BE FORCED THROUGH ANY LAYER OF GEOGRID. FORCING A POST THROUGH A GEOGRID LAYER WOULD COMPROMISE THE STRUCTURAL INTEGRITY OF THE GEOGRID AND, HENCE, THE RETAINING WALL SYSTEM. 19. ANY PLANTINGS SET BEHIND THE WALLS SHALL BE PLACED WITHOUT CUTTING OF THE GEOGRID REINFORCING LAYERS. THIS CAN BE ACCOMPLISHED BY SETTING PLANTINGS ABOVE THE GEOGRID LAYERS OR BEYOND THE LIMITS OF THE GEOGRID LAYERS. 20. INSTALLATION OF A VERTICAL SEGMENTAL RETAINING WALL REQUIRES THAT EXTRA ATTENTION BE GIVEN TO LEVELING OF THE BLOCK, AT ALL ELEVATIONS AND IN ALL DIRECTIONS. 21. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR MUST CONTACT THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. 22. WALL DESIGNS SHALL CONSIDER EFFECTS OF SLOPE, TRAFFIC LOADS, AND/OR BUILDING LOADS AS REQUIRED. MINIMUM SAFETY FACTORS GLOBAL STABILITY F.S. - 1.5 OVERTURNING F.S. - 2.0 SLIDING F.S. - 1.5 BEARING CAPACITY F.S.-2.0 GEOGRID PULLOUT F.S.-1.5 PIN HOLES AND SLOTS FOR 3/4" SETBACK WALL CONSTRUCTION--�, ADD PARTIAL • UNIT FOR 0 0 0 0 BEARING O 110' - 160 0 ODD COURSES 0 ^iVF\ VCR DGIAIL OBLIQUE ANGLE -INSIDE SCALE: NONE ° • oo®� o 000Q�o p p. • o• 0° 4 0. mEVEN COURSES ODD COURSES CORNER DETAIL 90° -INSIDE SCALE: NONE PIN HOLES FOR VERTICAL WALLS - SPLITTING GROOVE FOR HALF UNIT SPLITTING GROOVE FOR FREESTANDING WALLS STRAIGHT r" PINNING SLOT FOR SPLIT FACE FREESTANDING WALLS 14" 16" 16" _ I o) 12" _ I VERSA--LOK UNIT UIVII DIMEIVSIVIVS SCALE: NONE DETAIL SHEET NI OR O � coJ re w Q� UJI E_ 3 h •� O Ito M °D z > o °D w H ;� I -=-I - v Iz z 0 w z H Q (n Q CL O J Q U w � a- n' to (n Im 0 Q d LL cc lc I 8 ® �o a o ,f '4 A 9 Gs� It o gd 4 w .:5 Id a 6 om �co o 8 gal 0 b i$'~ 3 NIA 1104 19 ■ E CID 0 a LD o� 0 CL CL IMns �r oU rZ 12 +�' �-• 0 0 � {n ao ®'.. a) °�Ec? :r v) 0 ry -, (1) Ln 0 0 C--17 1/2" DIA. THRUBI 1-1 MIN 6x10 POS' SLATS n (TYP) c1 /24" LONG DIAMETER BOLT (TYP.) YP) SLAT ATTACH ANGLE OR COUNTERSIN 2-10d NAILS PER SLAT/ TRIMBOARD (EACH SIDE) ANGLED TOWARD CENTER ARD OF TRIMBOARD I 1 t o I• I e I• l 0 • I • 1 1 • 1 � 1 SLAT CONNECTION DETAIL NOT TO SCALE 6x10 POST -1/2" SECTION PLAN li V lKliolzIz I•>, 6x10 PRESSURE TREATED POST SEE SLAT CONNECTION DETAIL (TYP) c+1r11' 'MILL onAon " L3x2x1/2x5" LONG TYP. 2 PLACES EACH TRIMBOARD CONNECTION 2x6 TRIMBOARD II I I 1x6 SLATS I I I I I 12x6 TRIMBOARD 1/2" DIAMETER THRU BOLT WITH NUT & 2 WASHERS TYPICAL 3 PLACES EACH ANGLE 6x10 TIMBER POST 1 1 /2" CROWN 3" COVER (TYP) 3/4" DIA. THREADED ROD (W/ NUT & WASHER) GROUT INTO ROCK SOCKETS WITH EPDXY GROUT (PRE -DRILL 1" HOLES) 2x6 TRIM BOARD (FRONT & BACK) r 1x6 TONGUE AND GROOVE SLATS -SEE CONCRETE FOOTING DETAILS NOTE: 1.) MAKE ELEVATION TRANSITIONS AT TIMBER POSTS. MAINTAIN 9'-6" TO TOP OF UPPER TRIM BOARD AT UPHILL END OF PANEL TIM NOT TO SCALE EEN FENCE L8x4x1/2x12" L01 (TYP. 2 PLACES) #5 BARS 6-#6 BARS EQUALLY SPACED -- 3/4" DIAMETER THROUGH BOLT 6x10 TIMBER POST " 1/2" 9 CROWN L8x4x1/2x12" LONG i FLOAT IN GROUT PAD �� FINISH GRADE 6-#6 BARS EQUALLY SPACED SOUND BEDROCK I #5 BARS ® 6" (MIN. 3 BARS) I- Ic �T W 1L MIN. 0 I I Y/\ INTO SOUND �� ROCK w _ z- I I j\ z 1 Z_"24"00 i� LESS THAN 4' EMBEDMENT \ Z_ k/ , TE FOOTING CONCRETE ELEVATION ION 3" COVER (TYP) ZS EQUALLY SPACED -L a IARS ® 6" (MIN. OF 3 BARS) Tj�� I•" DIAMETER 24" H BOLTS 0 TIMBER POST CONC EETTEVAF,�000N NG ; /a" nIAMI:TFR THRFADFD OD (W/ NUT & VASHER) GROUT VTO ROCK SOCKETS VITH EPDXY GROUT LESS THAN 4' EMBEDMENT NOTE: ATYPICAL 4 PLACES) CONCRETE FOOTING 1.) 3BE OMITTED FORDCONCREtt FOOTINGS GREATER THAN 4A DEEP. PLAN 2.) BE CONCRETE FOOTINGS ARE CLOSER THAN 8' TO SEGMENTAL BLOCK RETAINING WALL, FOOTING SHALL BE PINNED TO ROCK AS SHOWN IN THE LESS THAN 4' EMBEDMENT CONCRETE FOOTING DETAIL. KORMN2111111 •• 1► STRUCTURAL STEEL NOTES: 1. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM A36 FABRICATED AND ERECTED IN CONFORMANCE WITH THE LATEST AISC SPECIFICATIONS. 2. ALL HARDWARE SHALL BE ASTM A307, HOT DIPPED GALVANIZED PER ASTM A123. 3. ALL STRUCTURAL STEEL SHAPES , RODS AND PLATES SHALL BE HOT DIPPED GALVANIZED PER ASTM A153. 4. TORQUE 3/4" DIAMETER BOLTS (2" DIAMETER WASHERS) TO 50 FT-LBS. CONCRETE NOTES: 1. ALL FOOTINGS SHALL BE C.I.P. CONCRETE AND OF THE DIMENSIONS SHOWN ON THE DRAWINGS. FOOTINGS SHALL BE PLACED IN A DEWATERED CONDITION AND NOT ON FROZEN OR SOFTENED GROUND. 2. REINFORCING BARS SHALL BE UNCOATED DEFORMED BAR CONFORMING TO ASTM A615, GRADE 60. 3. ALL REINFORCING SHALL BE FULLY SUPPORTED ON APPROVED CHAIRS AND BARS. REINFORCING SHALL NOT BE SUPPORTED ON TIMBER BLOCKS, BRICKS, CONCRETE BLOCKS, ETC. 4. ALL FOOTINGS SHALL BE COVERED AND KEPT MOIST FOR A PERIOD OF NOT LESS THAN SEVEN (7) FULL DAYS AFTER CONCRETE PLACEMENT. 5. CONTRACTOR SHALL SUBMIT DETAILED REINFORCING DRAWINGS INCLUDING BAR AND BENDING SCHEDULES TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO DELIVERY OF ANY REINFORCING STEEL. 6. CONCRETE FOR FOOTINGS SHALL MEET CTDOT CLASS A CONCRETE SPECIFICATIONS. 7. CONCRETE TO BE INSTALLED IN ACCORDANCE WITH "STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", CONNECTICUT STATE DEPARTMENT OF TRANSPORTATION, SECTION 501, LATEST EDITION, UNLESS NOTED. 8. CONTRACTOR TO PROVIDE 3" MINIMUM CLEAR COVER ON ALL REINFORCING. 9. EPDXY GROUT SHALL BE NONMETALLIC, NON SHRINK (NO VOLUME CHANGE) GROUT CONFORMING TO ASTM C 1107 AND OBTAIN A MINIMUM TWENTY EIGHT (28 COMPRESSIVE STRENGTH OF 5000 PSI. TIMBER NOTES- 1. ALL TIMBER TO RF CCA PRFSSIIRF TRFATFD SOUTHERN YELLOW PINE. NO. 2 OR BETTER. 2. CCA PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH AWPA C18 AT 0.60 PCF RETENTION. 3. FASTENERS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. COUNTERSINK BOLTS AT TIMBER CONNECTIONS. 4. SLOPE TOPS OF POSTS AND SHEATHING TO SHED WATER. 5. TORQUE 1/2" DIAMETER BOLTS (1 3/8 " DIAMETER WASHERS) TO 5 FT-LBS. 6. FIELD TREAT CUTS, BEVELS, NOTCHES, BOLT HOLES, REFACING AND ABRASIONS WITH AN APPROPRIATE PRESERVAIIVE SUCH AS COPPER I'`IAPHT"r1E1W1lL- PER Avwl M4. NOTES: 1. CORNER POST SHALL BE USED AT CHANGES IN HORIZONTAL ALIGNMENT OF 15' OR MORE. 2. WHERE ROCK IS ENCOUNTERED IT SHALL BE DRILLED AND THE POSTS SET IN CONCRETE OR MORTAR. 3. ALL POST WILL BE CAPPED TO PREVENT wATCo cone CAITCDIAI!] \t/11GR f"fRVm lLl� IGI�u.v. 4. CHAIN LINK FENCE SHALL MEET CTDOT STANDARDS. 5. GATES SHALL BE DOUBLE LEAF SWING TYPE VINYL CLAD COATED (BLACK). 6. FENCE SHALL BE VINYL CLAD COATED BLACK INCLUDING CHAIN LINK, POST, TOP RAIL, ETC..) POST TOP VINYL PRIVACY LINE POST SLATS (BLACK) 10'-0" / W/LOOP CAP g GAUGE CHAIN / ROUND END & " " LINK FENCE 'vv/ vINIL I,! CORNER POST TOP RAIL O.D.) Il r LINE POST TIE / / CLAD COATING (BLACK) `I L W�IIIMW�IIi� 1 WlI�l� 2l 1 W,��Ia1i- I wo�1m1�,1-�1w1m� Iim. i,mW = • ' l ll II I I m , �III►►► 1►�� �►�F Im 11►41►1 ►1 ,�1"1►���RIMIII ►// .� IuI�I�lel�l� �����►��°�II��II�IVAIIwd�� �I ► �I I IW W .. ►1'►'�I►'�1►q►=q►��►�h�:i-i� i� . ,!I I � i l l lW; RNW,�I�I�, • ' �I�I�I�I�I�I�I�I� 4111' 'IF 4101*% �i�1►�11�1�1�1�1�'� 1010101 ' - 1� WI�I�I�I�I�I�I�I� �I►�il�l�l�l►�iI�I� �i�1 • �I�I�I�I�I�I� ���i►�� I I I I I I �I I I I�I�I�I •-1►-��►IFLRI Q.A1/�10I0101��1�.I.1►1�/1►1 /111�i►�ii ►1►.• • • -•� • of .0 OMSTRUCT BRICK SCREEN WALL MATH GATE ENCLOSURE (HEIGHT OF WALL TO MATCH TOP OF BRICK Oh (BY OTHERS) EXISTING BUILDING COMPACTOR SCR EEN I (SEE BUILDING DRAWINGS FOR DETAILS) 12" DIA. 1.66" (1 5/8" O.D.) TOP RAIL 2" DIA. LINE POST AT 10'-0' O.C. SIDE VIEW DETAILS N O N N Lo Q rro N rl i 0 -�' o Z U L Q n co C C 0 0 �ajo U '5 w o v �I�I cl O N00 N O 3 Oni v�3��; Q0 o IWi Q Q O Z m Lli H Z Z O W Z J 2 cr- -5 Q V) Q 0_ O w Q U W 0_ D_ 0' J (n Q d Li om 0 5'b .v 4. L' p aj W �, Zill o cs cn W A 9. clz V � Inm o co as a 0pp ■ E c o U m C U CL ca 0 L a� �. O @ m �■ ::� lip c� m 0 Amok W WoEM � 2 o U) QI" W Z i w IM �� [n ;? aco >, c cn N u) O p LwwLe'll PHASING NOTES: 1. All work to be completed in accordance with conditions of approvals. Hold necessary preconstruction meetings with the Town of South Windsor prior to commencing work. Install erosion control devices prior to starting work in each phase. 2. The construction phasing plan is intended to generally describe how the work will be broken up. The phasing numbering is intended to define specific areas for reference and is not intended to define the sequence of the work. For example phase 5 may precede phase 4. 3.In concept the work shall be kept in discrete phases to minimize disruption to existing businesses. 4. As a part of construction of each phase, only the binder course will be constructed. Installation of final pavement and plantings to be completed prior to occupancy of Stop & Shop. 5. Construction fence, barrel barriers and other access control items necessary shall be provided to control access to and direct traffic in and around construction areas. Access control devices shall be located at the direction of the owner. PHASE 1: Work in this phase to include: — Installation of all utilities — Installation of all drainage pipes and structures — Installation of lighting and conduits (provide temporary power) ' — Installation of irrigation conduits — Transplant existing trees to be saved — Reclaim Pavement — Installation of binder pavement I ' — Installation of curbing — Installation of pavement markings and signs Control work to allow access to existing retail stores remaining open. Minimize time when pavement is removed. Provide traffic control to keep vehicles and pedestrians from areas being actively worked. PHASE 2• EXISTING Work in this phase to include: BUILDING — Installation of temporary construction fence or barricades to prevent general public from gaining access to the area — Demolish structures — Transplant existing trees to be saved — Reclaim Pavement — Construct building pad — Installation of all utilities s f — Installation of all drainage pipes and structures — Installation of lighting and conduits (provide temporary power) — Installation of irrigation — Installation of binder pavement ' — Installation of curbing — Installation of sidewalks I — Installation of pavement markings and signs The work area to remain closed to general public and be used for construction staging until work is substantially complete. ' PHASE 3: EXISTING —' Work in this phase to include: BUILDING — Installation of all utilities I — Installation of all drainage n and structures � N .vya ripe.�•i and JLI YL.LYI G•l � W — Reclaim Pavementy� v Q — Installation of binder o — Installation of curbing O — Installation of compactor screens i — Installation of pavement markings and signs I Control work to allow deliveries to existing retail stores remaining open. Minimize time when ' pavement is removed. Provide traffic control to keep general public from areas being actively I I worked. Installation of plantings to be completed prior to occupancy of Stop & Shop. j 1 PHASE 4: Work in this phase to include: PHASE 7 — Installation of retaining wall and detention — basin plantings _ — Installation of irrigation — —' — Repair Pavement — Installation of binder pavement course # — Installation of curbing — Installation of pavement markings and signs Control work to allow circulation around drive thru. EXISTING ' Provide barricades for retaining wall excavation. Provide traffic control to keep general public from CVS PHARMACY ' areas being actively worked. Installation of plantings 10,125 SF to be completed prior to occupancy of Stop & Shop. OD o � ' PHASE 5: 0 Work in this phase to include: m N — Installation of all drainage pipes and structur s — Installation of lighting and conduits — Installation of irrigation CNj �p\yy C611 (J — Reclaim Pavement — Installation of binder pavement 12 SPACES P — Installation of curbing PHASE 5 ®SPACES —' — Installation of pavement markings and signs ®SPACES Control work to allow access to businesses. Minimize time when pavement is removed. Provide traffic — control to keep general public from areas being actively worked. Installation of plantings to be ! u ��� O1S 1 completed prior to occupancy of Stop & Shop. 'I 1 PHASE 6 & 7: pn Work in this phase to include: — Installation of all utilities — Installation of all drainage pipes and structures ,♦ — Installation of lighting and conduits ' — Installation of irrigation U — Reclaim Pavement — Installation of binder — Installation of curbing — Installation of pavement markings and signs Control work to allow access to existing retail stores remaining open. Minimize time when pavement is removed. Provide traffic control to keep vehicles and pedestrians from areas being actively worked. , Installation of plantings to be completed prior to ...n occupancy of Stop & Shop. ( J z — OAKL s ANC a_ j EXISTING ' BUILDING EXISTING BUILDING LZz I �o • H� e EXISTING OFFICE BUILDING 8,040 SF EXISTING OFFICE BUILDING 8,000 SF i EXISTING BUILDING TO REMAIN �_TA i Z O I•-- Z) (1) Z u~i c 0 O Q `) O to U) 1 L ` N Z 6 •a a woo ` 4 1 11 I I 6 P_ I EL I N GTON ROAn — — I IC- ` — — — — SCALE- 50 0 25 50 100 200 i ( IN FEET ) i imN / \ N " N N ' 1— n Q ® 0 0 U LU 0° Zw tL a o m LLJ o / Z H Z 0O V O ' SUMMERVILLE ASSISTED , Q v w X CL W LIVING FACILITY o V) o 0 Q °- U_ 60,000 SF v U No � pp n ° �m "Qi � A a rri 0 O'TLAND a,m MUFFERAJ r _ s s � b o� o a Is WO-40aw� Cb I �ft ob � �S ? Fso2C 1 1'_iti o I i t I a:l •r g w I (Yooso�s�9ti�i 'gig��a� Off. I 6 , ■ E CO) U ca c 1 �0 WETLAND I �' i M cc W BUFFER / I O O N a� N aLO ca M—Z Al • x IM r� o 1 co CD N LO 0 0 PHA SING PLAN C-1 9 2 RYE s7l� SOU7H WNDSOR l.-+w HIGH scHoa F , ,'74 ,A % pp 83 _ RD. SITE A 30 f _ \ _ ttllrin,_eu0 a : 1 MNl CB 'C' -7:i--$7. 16 = 04 46'19" lnIV.=84.16-IS" RCP NW R = 555.00' lU- 5.rt/l.H• T = 23.13' irapi = 944727" - c.P. #/10 s - R = 50.00' /Nv_ L 46.22 1NV.=6.9.7_-S�C:SE C - " R N rACK T _ 54.37 ' C = 46.21 k' P1A11_ � � ' N 361458.09 -- !- PJ ,^, ��� - B - N08'10 28 W 2 $Jv. 08 TOTAL CURVE E 651620,49 L 82.72 rn NSF ELEV.=88 93 ! E 65i.5132.31 C = 73.60' Z a = 5 L' - o 2 04 49 �, c. B. 'c' C.P. 'c•' � _t_V_/�. 4: ( » � TOWN OF SOUTH I.• . ---1 - _ 0 "' WINDSOR - - ' / CB - N42 54 20 E R - 555.00 _ R.B. �, T 1: _ $$.1 � � T ` _ ?°• %� -_- � 1 i �- � � `� o ... FOrf,�n , 1 c IAAI o tin/ �1 •r - . .ran O r / \ INV=84.57-15'" RCP E" \ / INV.=. 6.44--15" RCP E T = 271.17' vvL_. v I a rv. ILO FOUND v a L = 504.48' C_3. 'C' L P. O , 90 SNET Y o o / ;`_ 227 vi v~i / i ;;' 6 T F =$75: - rcul'1D -06 _ c z w C = 487.29 - �z! o CB N31 49 42 W \ 15 t6i- INV=83.37-15" CP SE ----r-�� - - - ! IN V. = -1 �" ,moo / / '� .�^:` c5= cA rp R �t - • t fW 1 c 'r? /';1 W o ! 8:.8 R,-, SIt _���-- _ rs r FJ1ll3f_F_ / (..C, -!'f: a= z o m Snl T ___-_- - - -\; -----� - /, , - `��1, �, ('(i i r? P ' ;'JE r , r� -- /�. ,..._ S �- -� 1 'r , ' ` " /". PVC � U x � Z o ` -- _ , - CLARK STREET - i - i \ IIJV -72.54-6" PVC W 0 - 4 718 30 , ' ! �-� - -" = - - -- -- vr_ _ --- --c111-- - '� --- -- t - -- -- - �, a _ _- - I 1� 1.� _ R 555.00' ,• - _ _ -�' ' SN -T -- --- - - --� - " - - - - ` -vlr \ ' 64.78 �T 338.75 / SVS4ET 119.17 1.� 4.64':-AIt_. ; I `_5�h'�N• T _ 243.10 _'1T' 137 1377 2-19 '>3 ;� ' ' IET T.F.-7'; 14 L - 458.26' rv� \\\ l / / N 361792.54 / ' \ I I Sf�'' ? o / t r I_'/ o ' ` \ _„ + E 651628.03 �=` = -- -% j ! C. B. 'r 1 i 1 r Z Z g C - 445.35 � ,,s.M.N. o`° c_B. c' T.f =79.59 !! - _,;�_ _ \ \ I I I w� i„••, ..'.- »_. / e<t� __ �s ! lhfl nnn I.T.--. 5. 7<.. �:7 ', --' f I ,r.• C.L7 = IV+34 IZ Dz W k.`:}:� f' /� sAl�I CL&P T.l.=.S8.44 ! T.F.=87.97 „ _�. Lf :f•✓ rlu S ! I -- i�,�rc._G w p `:::::::::::::::::::::::::::::::::.....:::.:........:� ; /% � 1 279g Pn'V.-!$.44 � INV=84.57-15" RCP 14i l�Jt =75.63-try" h'CP.41 /• 1l�•_??..6;-E" SE j i 1 T.F. .5.04 o� INV=8447-1r," PCP Al INt •-=76.49-6" E ,/ I,JI'.-/1,2J-15" RCP S , I I IP•It/=7064-15" R('P Cw (,) = So = m IL E / < INl/=70..98-15" RCP NW I I v o�1.5 /Nl=75.59-;5'` PCP N ,' `` 1 r, INl!=72.29--6' 'PVC W z o ftl s / I,VV. =?1.13"-15" RCP NE I j I !!'JV.=7r:54-15" RC E �a Csi i , �• \ 1 �, 1 1 z< R=555.06,, ,- 5/'/�` III I t-l'rHlTr al UI. ;4 C 5 �' Fo�'Nn �! '"� � B-c --� L=458.26' ' _ " ' ' ' i I.I�� I7 T 0. L f (n D o is n ` op .'' - u , I, LINE (.) i ; CAL) N V(;/NIIY MAP ,/ i rR , IV.=$3.D$-13s'A--Ttf7�1U JO \ �j + nl ^.rJ r W (NOT TO SCALE) ! SNET ' ` n +�\ 32r G`ha S, 34-12 52 E ,�0 ho "' :h' --- ----- " �I ; �; - F. Chd= 445.35 v, o, N ate, Cd L2' t_. cryr' 1 �! r / - - �1=''Y,-,, 6,.. !� / \/ ��o' ty°`" N/F %' t' THE UNITED STATES POSTAL SERVICES Y M a S W. L. R. VOL. 981 PG.209 �+ j a Co 00 0 7 - / < 174,147 SQ. FT. ' °' ! I I w 8 ' 4- OR ! ,- % ,,. 1 , Ld Go Y o „ 'o � I.,C.a C �g ZZc� � �o , / F. ¢ ,�[ ' 4.0 ACRES --��/ I ' T.I.=7fi.,33 vi m W W '!5 ll;i _'i'";.. �. [i....i,_ ��[. r-1 f•L/�1' \` 1��j; ii Ih''1 // n�•1%../' /' � � /'• .- / I I IRlt__•lr ?o n !' F- F- �+ pV.. ilvl�=/'.ti S' ,r 1 .jet !' JG'll '� �/ i �� ��/ /': 1 I i rrYv.-lr..Jr-L„' f,r ! fn� z t� z ' h 6 \ \ aY°', '' - I i ` i p 7 -Sri' ! �1. B. /' .. ' �� 1 �( i 1 !N b: _ ? ?. 23- I o RC,!' l4% w Q v z , , ..0 6y1 ry�1 1p i '� \. SET ' _ j 1 1 INV = 71.38-1?., PCP S * 5 `1-+ g 'N `�%' %gyp '%` � �, #10$' �TYP.) /�/ �, _ _ r .! INV =71.18-24' PCP A9 0 � 8 < m !L HUB,,JA-,K ,' N 361123.66 ''1 i i i m I ' 5 !!' E 657911.94Co J N3439 31 E ¢�% ' r0 - ' E 651884.09 ! ! : _ FOUf"VD I O s �s9• ,. ; o ELF.f:=$4.8& %'/ ��--- SEASONAL i i� C.H.D. ,M01\/. W 0.4 { %;'' �- �__. 6� .' ���. SC DSO"J.1/_ S;VF.T 'O 1 I "� W �;: \ tJ 1 9 .i ' E: OOK 2 r. 1 1 i.: =<S..6 ._-____�.___-.1 / •d r /' //' /'� Q' /16� • ,7C /'' �i� c_6 !t I ` 1 O �•• N58"00'W / ., ,l: ' j / / 9 n'2� t % I 306.51 F'l = 6. /' ! / / i" �%. ' Cl�?' •2G ' �/ / I o -,-^r... -----...-._- _, Ii p, / !�,,02%5 ! fl `1 -+-_ ,i'.ES DETAIL t (NOT TO SCALE ;: ; l1 itif .-7ri :6 i5' r E :I.1' 1\ �.t i\ '[�' V_� ,♦ ! - - f i' /' /' ! �t I !i i s, ' C. _ .- - ° f '` / / '♦ !t I 11 I Il� I e. 6 \\ S05 00'00 "E 317 01 <G% (}✓\' `� I"Cp ;_ �,; \ '% !' T-E.S./ /."I!": -:7,x3 1-0-12" RC!' ,VW s�?;`• 1�� r5 : f, i !� �� -� /__-1' �" _ �_/ � _ ! - ! 1 � ;i..''ii.-11j" A+'e,%i,`' iyC .`•,`'�y'-?'`''�A 9U/ f.=i'F�.16 ,�`- ' / ' I C0NS71?UC770N BASELINE nV=$7,%2�-15" RCP Sr-- `` INV.=79.50-3-4" lA;'1 _ '9.10-15' .RCP NW UkA r i t 'L 0 o \\ / Qj NEW LOT LINE o ----- _ I ��•{y`� LOT 2' 1 331,06 "RF'MAINING LAND OF - - _ __ _ _ _ _ P. , 1c7? _ i <`\ • `s'�' /-'` ' �" W t,' ; ,7Pk SAVINGS BANK-OF/RO6W0LLE~SNE N �. e}'10 0 _ �7 / , '~ 223 i l j `'1�`'' T. i" - 79.2 6 S W. L. R. VOL.1006 PG. 268 / / � , J. 4.86--13 PC,I' 1. 1- 6571T;i.8 I DRAINAGE EASEMENT -- �� �1%-\( I ;� , �, '- !' 348 225 SQ.F7. - i' _ -. I! �,'J `� lh+v,=i'4.?I-�'4' 1NC::� GI•' Y /r \ Ir I ELEV.=Si+.SO I IN FAVOR OF t _ __ ' f i !� ~' > ti _ THE STATE• OF CONNE&TICUT Q^ i 1 f !! ..� t� ►� �, ,/ / i ---QR S. W.L.R. VOL. 884 PG. 278 ; ^ ,' , /' 8.00 ACRES ! I� P. c'nl /Aln _ It LIt , I I \ ' LAND TO 6E f',. �--- •\ •, - v ,l, ,= ,__ _, t -71 A ADDED TO "�( 1,_� 40 TOWN\•CENTER CONDOM/ IUM / \�� ,\`�� ` `;'.1-\•` 88- 11AC.K 129;6 N 36 .90.6J o . 5 ' )- / E 652224. 95 O \` OR , �! / 1, / EL E V. = 34. 96 2.98 A CRES 14 NIF N/F �-� _ - !` , -' � ,- - -. `\ ! -- zg � !' RICHARD S KFI i FY �:. THE STATE OF CONNEC77CUT j' -�- '' 0 4>>0 9s' ��� �' S. W.L.R. VOL. 548�PG. 15 `;�� -- -�� S. W.L.R. VOL. 884 PG. 278-_ .� 461.48 ❑ = CATCH BASIN 0= SANITARY MANHOLE LP. 0 _ DRAINAGE MANHOLE 47 ly C.P. ,f'106 - "� - FOU1�+D Q - TELEPHONE MANHOLE C P. j!; 03 \` Q i N 361113.33 O NUB,/TACK = FIRE HYDRANT N F - t: h ...........::. WA (yTE ® R GATE V , E VALVE nl .N 3. 19,_s, \ 'Vl 7 O O- - - O V = - ELIZA . LE � BE »- \ H o h E G:: t �..1.35 srIET =UTILITY POLE (TYPICAL) G. MALLOY s,��,--`-• _ _ _ _ _ _•--__---- --� '� r e.S•••••��::�;;�: o .. LP- h , ELEV. = ?4.8.3 �- S W. L. R. VOL. 282 PG. 288 `3s - - - ° �' - N F FOUND -- - -'---- -- 1/�, t>3 =GUY WIRE ( / ^i '4' FOUND t 5161.130 W TOWN CENTER CONDOMINIUM 1.30 STREET SIGN p o (LEANING) ? - rf f ti h C.lI.D. R•ON. t = TREE ^o S. W.L.R. VOL. 575 PG. 536 fsr.4a f l; t.rld /�I ?'�30 3s' S07'49'1s'w S�f2p3IY C r O = I.P. PROPERTY CORNER ;L o<�• 069,- H. A.ON. El = MONUMENT '' :: S0670'24"W •: I.P. r FOUND 4 0 N334T17'W :'` 290.40 FOUIJD = SURVEY CONTROL POINT �� ( 0.42 I.P. 4 l =FLARED END SECTION FOUND P.O.B. = POINT OF BEGINNING DETAIL N = NORTHING NOTES: •W E =FASTING 'a DETAIL ,o° (NOT TO SCALE) � N/F = NOW OF FORMERLY 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS (NOT TO SCALE) S. W.L.R. = SOUTH WINDSOR LAND RECORDS OF CONNEC77CUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20- \ B.S. MON. � w m 0 =DELTA ANGLE OOb-20 AND THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE Fv^L'ND h R = RADIUS OF CONNEC77CUT AS ADOPTED BY THE CONNEC77CUT ASSOCIA77ON C L = TANGENT OF LAND SURVEYORS, INC. ON SEP7EMBER 26, 1996. DETAIL T = LENGTH (N'OT TO SCALE) 2, lT 1S A PRDPEP rY C/�IP �/�'Y IA7Tcelntn rn nc-nlnr f ilvu C = CHORD �- � �+• � uvcicti I v ucrn, / LH/vu 10 BE CB = CHORD BEARING ADDED TO TOWN CENTER CONDOMINIUM FROM THE SAVINGS BANK OF FY = FRONT YARD ROCKWLLE (WHICH ARE TWO ABUT77NG PROPERTIES.) THE TWO SY = SIDE YARD RESUL77NG LOTS DO NOT VIOLATE ZONING REGULATIONS. RY = REAR YARD J. THE BOUNDARY DETERMINATION FALLS INTO THE RESURVEY MAP REFERENCES SNET-- SOUTHERN NEW ENGLAND 7FLEPHONE CO. BOUNDARY DE7ERM/NA77ON CATEGORY. THE NEW LOT LINE Lp..B =IRON PIN RC ZONE REQUIREMENTS DEPICTED HEREON FALLS INTO THE ORIGINAL BOUNDARY 1. CONNEC77CUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP R.B. = RE -BAR CH.D= CONNECTICUT HIGHWAY DEPARTMENT DETERMINA77ON CATEGORY. TOWN OF SOUTH W/NDSOR EAST HARTFORD WAPP/NG ROAD FROM MINIMUM MINIMUM MINIMUM EACH WAPPING CENTER WESTERLY ABOUT 5,1 OF 2 APPROVED JOHN A.200 FEET. ROUTE NO, 15 SCALE 1" = 40' NUMBER 132-01 SHEET NO. ZONE FRONT YARD REAR YARD SIDE YAB.SRD InvONUMEIJT 4. THIS SURVEY MEETS CLASS A-2 ACCURACY STANDARDS. THE FIELD T.F. TF = BROWNSTONE = TOP OF FRAME ELEVA770N WORK WAS CONDUC7ED IN SEP7FMBER 1997 AND 7HE S17E WAS MCDONALD OCT. 31, 1932. RC 65 FT 25 FT. 10 FT. REINSPECTED IN DUNE 2000. C.B. 'C' = CATCH BASIN TYPE C 2. SCHEDULE A-3 TO DECLARA77ON OF TOWN CENTER CONDOMINIUM MINIMUM MINIMUM MINIMUM SM.H. = SANITARY MANHOLE 5. BEARINGS, ELEVA77ONS AND CORDINA TES DEPICTED HEREON ARE ELLINGTON ROAD SOUTH WINDSOR, CT. SCALE 1" = 40' DATE 9-26-89 LOT AREA LOT MUM LOT DEPTH D.M.H. = DRAINAGE MANHOLE BASED UPON MAP REFERENCE NUMBER 4.. SHEETS 1 & 2 OF 2 FUSS & O'NEILL INC. 30,000 SF. 150 FT. 150 FT. F.E.S =FLARED END SECTION F.L. = FLOW LINE 6. UNDERGROUND UTILITY, S7RUC7URE AND FACILITY LOCA7IONS J.DEPENDENT RESURVEY TOWN CENTER ELLINGTON ROAD AT OHW -= OVERHEAD WIRES DEPICTED HEREON HAVE BEEN COMPILED FROM RECORD BUCKLAND ROAD SOU7H WINDSOR CONNEC77CUT IMPROVEMENT MAXIMUM MAXIMUM % / 81.52 = SPOT GRA/JE /TYP/(Al) INFORNIA I/OIVS THESE LOCATIONS MUST BE CONSIDERED AS LOCATION MAP DATE. MARCH 2O00 SCALE 1 " = 60' DESIGN JS13 HEIGHTjFE_FT LOT COVERAGE W =WATER LINE APPROX/MATF IN NATURE. ADDITIONALLY OTHER SUCH FEATURES PROFESSIONALS, INC. 3 45 259 GRAPHIC SCALE S.F. SQUARE FEET TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS MAY EXIST THE EXISTENCE OF WHICH ARE UNKNOWN TO THIS 4. RE -SUBDIVISION PLAN PREPARED FOR GENERAL FINANCIAL so 0 2s so too 20o N07E"D HEREON. �J = TREE LINE SURVEYOR. THE SIZE, LOCA77ON AND EXISTENCE OF ALL SUCH "WHERE A BUFFER IS REQUIRED, THE REAR AND FEATURES MUST BE FIELD DETERMINFO AND VERIFIED BY THE SERVICES, INC. CLARK STREET / DEMING STREET / ELLINGTON ROAD SIDE YARD SHALL BE A MINIMUM OF 25 FT. THIS MAP 1S NOT VALID WITHOUT THE LIVE SIGNATURE AND IMPRESSION TYPE 86- = CONTOUR LINE (TYPICAL) APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE SOUTH W7NDSOR, CONNEC77CUT DATE: 09-23-97 REVISED TO 12-22-97 = ASSESSORS O SCALE 1 " = 50' SHEET 1 OF 2 F. A. HESKETH & ASSOCIATES, INC. SEAL OF 7HE LAND SURVEYOR WHOSE SIGNATURE APPEARS HEREON. YOU DIG f-800-922-4455. ( IN FEET) 47 =ASSESSORS LOT NUMBER 1 inch = 50 ft. �/�� < (o .tl E•., U p 4 Pq O�Q , O 1 iri Z 0 0 m > n C � U Z w � U ' 0 0 cV N 4-1 O I I N N •n 0 0 0 T-dN ro +, o CD o M o CD Ut" p o o 0 O U � m .-, �.. U o tN Ld w Cu w W Z -i 0 o U o o z ,u W w o Of W a 3 U CD o CC o r q U Cr) C..) J i J O O ,_• W U W if LLJ nA z CLf- 1�- a' C:)- U 6 U J o to w LL- LL- 0 I� 0 0- cc 0 a` z ° CLAP SHET 0Mj... _. _..--._.-'.- dT.80a8 S.M.H. d216 Li.=99.77 .._.-_i21 },r-s11L1.:.f..= g>".I._...-___�_._.._..___. ✓l12"+w......Svc.a.,.n«..o..,.uma.....m... F- ,L T.F,=93.95 %IET D.M.H. - TEL BOX tEl. 80X �� _ - _• _ a �.,e -T - - - - - - CH �.__-..�.__.-_ L r F' d'tlA _.- - cam•t:t'F.Cff. - __ _.CB ... G= 12' R.0 Tr-109.55 C8 U 1. RECONS7RUC710N OF CONN. ROUTES 30 & 194 AND BUCKLAND ROAD 1 7.F..S4.R6 - --ram------gy p -'A- r _-v -- --- 'I.E. & RELOCATION OF CONN. ROU it 74 F. H. W A. REGION NO. 1 STATE �� -�� -- -^ -•^ �---� �--j e+"�k. - -- - - - - - - - - - - - _ _ s R3 _ _ __ � �� ` - - - _- r- T F ••, 0 ) �Tt,I.X21 7.F <105-T5 I� •� l a.�"�rL�F = - -• _C p- - != 15• R.C.P.+ _-__L�_ f2" WMAtN W EX 'Ala �___ _� __ ___-_--�•-,2' W14AIN �18_R.C-12• W.M,tta-._ __ �12r W.MA1fY----T�1:faP• ._---^-12• WLtallt-^^ ..V. - CD_ �`t5 R. 12' W.AtAIN- - _ - - - _. y.-- Y _ 1.• MIAiAnt---._. --- '- Y CONN. TOWN SOUTH WINDSOR FED. AID PROD. NO. M-2346 {3) PROJ. (nr> S.M.lI. G+L TFL - TEL T. ey3,� _"_ __ _� -..._ TEL _ --TTL- iF.L-• NO. 132-102, Ill YEAR 1991 ROUTE NO. 30 & 194 SHEETS 2, 33, 35 & 38 T F.-63. L, 9.,, 11 9.4,,N. ,1 S.M.H. S.M.N. Q OF 130. �r 6924 T.F.-95.15 N„ T.f,.904.56 Ce �' CR SAHIT. :}+-- SAMT. $ -SMaT. T.F.-100.98 S.M,N. C-_=30` RCP. TY-79.96 „F,ne5.33 \ E L L l N G T O N R O A D AI 361,976;L4 T A T E ,�,' T E 3 0 s55.4s'15"E INK D,) AL22 t , 1 2. CONNEC77CUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP ` _ = -� °» tea. - - = . = - - - - - _ _ _ �2'1 R.C.P.' - - - V - _ - - IHV.�«,n=6o.94 \ 6� 814'89 / 4.60 33.00' V)�,x i T.F.+9a.1.3TOWN OF SOU7N WINDSOR EAST HARIFORD WAPPING ROAD FROM ¢�_ NEr y Y IJu - ,�____ » _ ��-� `�" WAPP/NG� CENTER WESTERLY ABOUT 5,200 FEET. ROUTE' NO. 15 SCALE �zJ � e94 sHEr EX. MOH. ` ' � �- _ _ _ _ '-�$ �E-SEA--- """ �'�`�r�"� o -/ REBAR 183.74 _-- -- = �\ } v �•• 374.76 $ Ex. lP. °NET -- o 1 = 40 NUMBER 132-01 SHEET NO. 1 OF 2 APPROVED JOHN A. F222 ?,�\ �F`.L-s2.o5 `� - --F-•-c l --k, - 1 p (� } �, 4 �r ._....__ ..�._� ,F5753 1' MAPLES .378.49? r j� �"! E%. tIH d21a 1H7N5. € A' MAPLES ,v '1Mf TO BE SET / LLI .. MCDONALD OCT. 31, 1932. 7 . HP F�.o87?ali` a BOX \\ 4 MAPLES \ _j m 15• MAPLE \° '"� �" r -''" N 361970.32 '' N 361973.45 E 652296.20 ° '� 1 �T F.n90.9i J , SOO �28'55 "E E 652814. 94 1 4 MAPLES E 653256.55 \ Yon a b! 1 RS r E. Cfl-CL �U`^�•,•...� �'ti-J'� 6' MAPLE � ) 1, 'v. '.. ), STCFIL � O f- � • T. SCHEDULE A-3 70 DECLARA7ON OF TOWN CENTER CONDOMINIUM - c� ELLiNGTON ROAD SOUTH W/NDSOR, CT. SCALE 1" = 40' DATE 9-26-89 4 a OFDrM 0 = 10'15 41 - A = 10.15 41 W"t' \ f- (n `S V) rd SHEETS 1 & 2 OF 2 FUSS & O NEILL INC. FEAR [71P.) Ex. x 1 (4) 4' ES a ' �- Box a .I -Z,. Z �. � / { Ex. CB-C, a R = 552. 00' R = 552. 00' v a z 3 °�J °' m 4• B.P. YCIAI G 7F.-n6.08 'e , , _ Q V 4. TOWN OF SOUTH W/NDSOR MAP SHOWING LAND ACQUIRED FROM 1S :-E 7! r(SS / 'Nv.=Ds.ss I,} T = 49.56 p T = 49.56 _ = o $ ov0 P.L••A2.94• B.P. .L.BOx- 10' SMtUCE--'-f--�'_�••_'. II t'' , p , - d N TOWN CENTER BY THE STATE OF CONNEC77CUT BUCKLAND ROAD ��_ 4� L = 98.86 L = 98.86 i IT, = = " r - E Lc-wCP�[3 10• MAPLE a 6^ MArtr p , SCALE I' = 40 MAY 1992 DEPT, OF 7RANSPORTA77ON BUREAU OF !F. 8 B IS' AD_ R AI F.P.F. - ii C = 98 7 t! C = 98. 73 LL 'E ENGINEERING AND HIGHWAY OPERA 77'ON. N/F TFs89.68 _ _ rF 9zc „ .0 LNt'.=R5 �t EX.0 10• SpG ''�' ADS A 0.022 F.P.F, wv.-ea.l�lUB &TACK EX. 6r.D• 11 RICHARD S KELLEY rF•• " N 361866.31 CB = S 9' 2'25" E CR = S 09 0225" yy,, F-.f.=37.b'1 a DET.DASN 11 ,. RIP-RAD 4• A.P. •. ! IHV.+.eIS 1 i ' SPILLWAY I° "4 EX. 0L0. «larr II r S E 652643.77 If F.F'.,ni.55 5. TOWN OF SOUTH WINDSOR MAP SHOWING LAND &EASEMENT T.F..P.BD: ,. � [ Q ' ACQUIRED FROM SOCIETY FOR SAVINGS BY THE STATE OF S. W. L. R. VOL.548 PG.15 a �< 4. BP,� ,5• STC. h/t c - .:----�`- 1--- °'= �j CONNEC77CUT BUCKLAND ROAD SCALE 1 = 40 NOVEMBER 1989 q 15' 7 \ TRANS. N ; 1} I o i is F.E. \ EXIST. \ ,--_ `� _ PAD `V N F Z zj g ROBERT W. GUBALA TRANSPORTA77ON CHIEF ENGINEER BUREAU OF r.L"ea20 Fi. P42 oue_clNc ! 6,sToclltA ,,---__ / 'g z HIGHWAYS. V p �' ,tY SY°• I� -----1qSOCIETY FOR SAVINGS w � n 6. TOWN OF SOUTH WINDSOR MAP SHOWING LAND DEEDED TO 774E O \ ! \ � " =m e CO �'' o w " , ,e SY- LP p S W. L. R. VOL.188 PG.117 w = s Z 4.vd TOWN OF SOUTH WINDSOR FROM RICHARD S. KELLEY SCALE 1 = 40 Q) IN \ r f • ° z o z DATE MAR. 28, 1991 STORCH ASSOC/A7FS Z _ �" °' `e' 51C EX. II ��� 5 sVr EY. SMH 7.F.-94.33 EX. CB-C TF.-94.I7 _ !- ! 6 '�• - i.L(6t)�R3.37 _,5' ADS o 0.010 F,PS. Lf'.�a7.i4 .{ ? �. p 7. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM INv.=93.30 If W' p o. .. TOWN CENTER BY THE STA7F OF CONNEC77CUT BUCKLAND ROAD \/ ' EX. 5M" '`�� - �- . cA,v ` ` - v �� _ J N " , L.P. \ .• Lr'• CM SCALE 1 = 40 AUGUST 1990 ROBERT W. GUBALA TRANSPORTATION _ j ' fit^ 'r (IN)_aL6, - --- -- u - REBAR e' BYC. F.1..(fnli)••8f.5f �.. LP. 1� �/ = a P.vc. :- - - _ # � -`�-. ,.. TO BE SET _..� CHIEF ENGINEER BUREAU OF HIGHWAYS \. _ / \ St Y T.F.-92.34� TF-94.4Y '••"'•q ).'T , E1.Ea N 361738.01 ! nlv.-a5.1 _' R. o9os '_icy �,. .�..I 8. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM �� , e src _ _ _ - ���.P_F• - - - - - III' Nv.=soar -� .,.,, ti.,u,,,,ym"_'` •cnfv E 653253.52 N89,41,42„E t�4 -C� C•( SOUTHERN NEW ENGLAND TELEPHONE COMPANY BY 774E STATE OF "ELL r -_ _ = - _ -() f•e! - ' ^ ' - _ _ _ _ "`^^�; - _ EB,q %_ CONNEC77CUT BUCKLAND ROAD SCALE 1 " = 40' SEPTEMBER 1990 °' R P-RAP _ _ - - ` " _ (O TEL Ox O DOUBLLE �.. _ - -=' ' `-� 238. 07 1 O BE 1'S T ••l..N,�---••- 4X4- ACCGiS -3 ROBERT W. GUBALA TRANSPORTA77ON CHIEF ENGINEER BUREAU OF PLMNcr. - ! _ _ = / TF.,aase ! `7.' �`'=1-D•LP. °oMF.5t1c xY.>._w, n nCOL - C \c '-/ j0• INV.05_• -Sa.7a l_P. 1.ren..'.`'•'."+.+........._.®.n. "". •.""'�.•...•• �, •` p glf'I 36173 27 1. 97F r 5 �1 HIGHWAYS. W �`T' �\ ' - " - a svC. / 4' INV.(36';+05.08 �J 11 ....,.. ��.. tx 4"�,^ TRANS ' _- _ _ s_ - W� Jry 65 9� 58 A Y 9 0 .D -__ ,.;,. - -- T pp _, PAD 6` U.LF14f.'_ w.�,.... _ CoF.E.t n 4! 1 L.P. , LP. ^w....m•,,,,...•.`s•'+,. y "._ - _.._. ' ...,..wu..i' (_r_ } m O g Co Ic FL=8:,.8a\ 'ti LX 7.;t . °b..^ +"``•'... 'EX, CP.••C •� `�. • , » ;k ,-• tIto� 9. DEPENDENT RESURVEY TOWN CENTER ELLINGTON ROAD AT Q \ �w>~ �� ! 4" \ LP. , ���~� T.F ,a,,z6 ron 0354 32 W w V BUCKLAND ROAD SOUTH'. WINDSOR CONNEC77CUT IMPROVEMENT 'i • DETENTION �" -� �! t \� R �` """ "' -� O " ) • 10.06 ` EY.. CB-C ° .•..r... 115.51 J $ LOCATION MAP DATE MARCH 2O00 SCALE 1 = 60 DESIGN _ BASIN \\ /�\ aft F.,�„ w -- Y oo PROFESSIONALS, INC. --_ �. �\ EX SNH \ i 'ttl �`' Y O Z O § 6' S'!C. LFs94,40 'rf 7IX CD-CL t e......A-'•^.-•-p•� f L K p ¢ 13: F.L.-8a.0a ,� 7F-93.47 \ ''{ L.P. ""�' m 10. RE -SUBDIVISION PLAN PREPARED FOR GENERAL FINANCIAL ,� r $ ��{ INv-e6.as i !-`~ ' �x LAP ' •`i� I D.M•H d (n m a• s r.. n' "•,. S • EX. suH ..1 \• _ b a r.F ..100.40 0 z }• TT SERVICES, INC. CLARK S7REET DEMING STREET ELLINGTON ROAD ! _/�8'>>•, rF 9Los f II �\ , �� - Mom, �°.. Es. ce ° RiV,(v) 95M fa P �' 1L �.OAD(7 '�•- l.!'.•+99.5Y 1lIK(E)+'9L' W a WWW 2 S �J SOU7H WINDSOR, CONNECRCUT DATE:' 09-23-97 REVISED TO 12-22-97 F Nv.. lfi g SCALE 1 " 50' SHEET 1 OF 2 F. A: HESKETH & ASSOCIATES, INC. f n' Ir \ \ �' I ,.f.-ss"° _ s9 >•I NF.-9o.e7 0 v_ ¢ Lu RIP_ L.P. ,i V:V.+9'i.RO T •� i t2• R.0 P.- " i VfY) ai 05 .^-• LIFE / �--� � • ,� INv,{s1nF4.o, O oc o (n .- PLUNGEP • D D aGf 11. PROPERTY SURVEY PREPARED FOR APPLEDORE ENGINEERING, INC. POOL 99 d ° ° t f \ ~- -/�, •�� Lt' , �'(� CLARK ST., DEM/NG ST. & ELLINGTON ROAD SOUTH WINDSOR CONNEC77CUT F•L.,e<•a6 � II > II F.L.-84.19 /5• �� DATE:06-07-2000 REVISED TO 06-20-2000 ' rz p7- _ I rr © `L Tel I( SCALE 1" = 50' SHEET 1 OF 1 F. A. HESKETH & ASSOCIATES, INC. T-ice W/sFD. SIR - /e .�.., pk B GhZE©0/� \ II11"sCX_ '1�71 l� .•-y M'J.(x!)M83.52 f i \ 11 •, •I • (.�- nlv.icwT)=64.f Da�'rI ; zit �I I �y �i (� ----` 1..... II DAMP L II .a I' Q N07ES• '17 I I� �" ri uH / __- •7._� Ir 1 L-. I,r IV/ L P. v 0) - q EXISTING \ L 1. 7H/S SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS N F- i Jr �„__� N iF ,° ire I D Irl; TOWN CENTER CONDOMINIUM „� BtIII�IrJG H v JJ / ' J / / rr M • °' , t� L.P. v CVS 11 `�l 4l . OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20- V/ 1� �( ^y i / '! u ' r r• T F. C J.74 S W. L. R. VOL. 5 15 PG. 536 I „ll oo I 300b 20 AND 174E STANDARDS FOR SURVEYS AND MAPS 1N THE STATE SA WNGS BANK OF ROCKOLLE -' SO 1 TH V� IPJD$ •,R SF_ NIOR c3> M„_°7.74 �� „ OF CONNECTICUT AS ADOPTED BY THE CONNEC77CUT ASSOCIATION " c� Lj _ "� u fI W S W.L.R. VOL.1006 PG.268 ZIVNG PROPERTIES INC. ( OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. � 7 n O 2. 1T IS A PROPERTY SURVEY INTENDED TO DEPICT EXIS77NG SITE ^ S. VIiL.R. VOL. 1147 PG. 205 4 ;; �o`\ L.P. ,� _•__ ----- \ II? A= ' 2 1.P. V COND1710NS AND PROPERTY LINES SUBSEQUENT TO ROADWAY TAKINGS "� \ p I b\\ / A E 1 EX. 1 EX. 112 11. ' �\ Y'I 1 I 177.61 ' I S..N. FIE. 95.0 PROPOSED LAND ACQUIS/710NS AND ROADWAY RECONS7RUC770N PROJECTS "'` \ �3�\ j �21.57 ACRES a cvto ' N 361482.11 N 361:44.. T.r_vsso ' EX. an (� PI" �\L ? 98 TO BE ADDED " WpP E 6533JZ79 E 65j� I$.l o- t J. 774E BOUNDARY DE7FRMINAT/ON FALLS INTO THE RESURVEY ,tu 1"" '" 24.55 ACRES TOTAL aREA �I_�� O BOUNDARY DETERYINA77ON CATEGORY. IT IS DEPENDENT IN I II k. --�' a PC _ �\ / OP#1 CAN • n J LP SMAT. NATURE. p u ,\ / / , TFys6.2D \ _ HUB 1 TACK N F- Q Ex, Stu, ,x,• a'1J AN T F.-94.9I # BECaO% / N 361432. 66 1 5R)C9 B• P.V.C. �• PAD D .L-S7.8, L.P• LP'`, CI�.I' .� 11 1 .� r.F.-A1.6 O \\ !^mod BE er L.P. / IEL Y. E ' ca-35 (I 653327.06 h t A SNET CO. 4. MEASUREMENTS CONDUCTED FOR RIGHT OF WAY LINES, PROPERTY EXISTING BUILDING wv.(Ws)ap s2 tl L.P.EX. C6-C Dry• g2.39 LINES AND TO TIE INTO CON77?OL PROVIDED BY DESIGN \\ J "SUMMERVIL.LE AT n'Y(")'?�•77 I ( \ \\t LOP` T.F=94.74 d � S. W.L.R. VOL. 57 PG 100 „i O PROFESSIONALS MEET CLASS A-2 ACCURACY STANDARDS. SOUTH 1^.INDSOR"i` LP' Nv'0r)"9 9 T(JPOGRAPHIC FEATURES ARE TAKEN FROM AN ELECTRONIC FILE \ \ UlJ1T ¢r171515iv �o1;ps• , P.�OVIDED BY DESIGN PROFESSIONALS THESE ITEMS CONFORM TONf_ ` ' <�J \\ �a wQ°� _ i0.02F F.F. 1a (/) rr °r.f 94. t i�J CLASS D ACCURACY STANDARDS `\ ° ew \\ ER cs-c Fx. CB-C _ E CH-C ,14_F t5 Ex slag i.F-ass - It. ``� / 7.F=s4TY O r.F.--9a2- _ may= r..=9a.ez j VILE 17 Ii 3 - F.=f 0.07 F.L 84 7 ff 4' D.N. J O 6• PVC p 0 f.P ' NV.(N,T)••9,.2T O CN - O >.D 5. BEARINGS, COORDINATES AND ELEVATIONS DEPICTED HEREON ARE 11f 300 F.L(Dt)=ae.4z s 6wc- , _ _ _ SL 2' CA - -- _ wv.es•.. 0 _ 2 ,+os r.. '= ' " / ERASED UPON MAP REFERENCE NUMBER 9. F.L.(rx1l).64.37 It { - IYF •OS f Fx. -a <_ � `_~_ CP TF.TT �+ 6'• _ COa F-P F. _ 0 '4 CONP• 6rV.(IA B9.05 \\ - O VJF 310 P.K. AIL iF-sse2 PAD 64V.(24 865 Al l=Y ' l J Co SNET II 6. /NDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS �1N 361336 5& "+'•(s)'85aT INV.( )= S7 `` EX. Ce-CL 15• ASA SNET T.F.-94.24 1 ¢2053 DEPICTED HEREON HAVE BEEN COMPILED FROM RECORD INF 307 E-652494.05 iiJFURMA170N5. THESE LOCAAONS MUST BE CONSIDERED AS S 83•19' „ ;qI 311 - - -___pk Ex �," \, EXISTING BUILDING �• "fir`•`„( t APPROXIMATE IN NATURE. ADD177ONALLY OTHER SUCH FEATURES REBAR S7 E REBAR T.i,n9o7a RETAIL PLAZA q "" y MAY EXIST THE EXISTENCE OF WHICH ARE UNKNOWN TO THIS TO BESET 147.25' TO BE SET sp2 /�=44 °574 9 p Ex CI q �\ / C ri01 X ASH N 361306.25 1 :` '\ SURVEYOR. 174E SIZE, LOCATION AND EXISTENCE OF ALL SUCH �1� �. , yrF 3es R 0.17 WF 3ta \ rvoBEI yam_,,# /!- \\ N 361323.35 -kE 652220.86 L=7.98 WF 3t° ,,, \ ,a I,nPLE A �I FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE /\ \ E 652074.61 �; WF' 303 wF 31� \(. 1Y'+•�• 12' RIPLN APPROPRIATE AUTHORITIES PRIOR TO CONS7RUCTTON. CALL BEFORE /1/ \\ T= 4.21 ' INF 317 �� i o\ \ ?• 101 8: oex i YOU DIG 1-800-922-4455. ;! tr �'c'' WF 305 C= 7 78' ,p�1 i/ \ I.E.`�.2� � LP' ) » \ O INV,-09.R0 „-..,y.n+.«.m,,,,o+fY¢�-P ,EX MOH, t 1/f� CC3=S27'13'58'W 9 .� �` S86 44 02 w N 361282.43 7. THE PROPERTY DEPICTED HEREON IS SUBJECT TO AND BENEFITS FRdL rVvF 304 IiYF 313 �j a �' '' P`'� EX. 3��4 LP. E 653349.18 ' THE FOLLOWING EASEMENTS, RIGHTS, COND177ONS AND COVENANTS i1f \+� �WF 3 0 of \ ° pk G N 36i24Z63 54 (NOT DEPICTED HEREON). ' j +? EX. SUN °°s FAF � {v-vo53 t jjF .3 - o \ '"' a E 653247. 54 I EX. S+AH pip CD-0. t �.,� qI EX. 'CO /I.1•F"%lj R WF 3 i �% •ri1F 32 t ✓F .322 \� /� �` F.L-9A.88 ` 1 -LJ -3 / SNET .- - T.F.a92.47 ~ a. DECLARATION OF CONDOMINIUM S W.L.R. VOLUME 575 PAGE 536, 1 OPT c� ANE CAS :�?11 N z AMENDED VOLUME 997 PAGE 16.9 AND VOLUME 1076 PAGE 29. 1 - $ ?� S7. TY 41l Im PS r5DP. fn z '1 11 3?_=' We A-2 EX. MON. 1t�' a5 (4),000c\ f3 \ \ A - ( "vC / �: 95.32 N p T.Fr�%45 •� "4•-i � U) � �10F3 WF 32.3.z. > a C�b. SEWE°R EASEMENT 1N FAVOR OF THE TOWN OF MANCHESTER S.WL.R. 4' 219 3], - Itq-4 N �6'188.22cat \\00 ��,OVOLUME 182 PAGE 31. , I �( -7 5_427.29 I \� \� �-, / `�' N � ��- a P•A;- -y I r c� a I�� �- w IVT ,A 70?0,3� o o \ \� \ �o u.l.. Z 1 N/F iFr92.9? W c. EASEMENTS TO CONNEC77CUT LIGHT & POWER COMPANY, S W.LAI I j ) \\ \ `� v VOLUME 565, PAGE 157 S.W.L.R. VOLUME 616, PAGE 144. iyj 1 o� \\\ . ; 4118, 6„ " SAMSEL PROPERTIES PARTNERSHIP d CROSS EASEMENT BETWEEN RICHARD S. KELLEY AND JOHN G. '1 1L o rn Iz. GY 32•t \ �\ / EX .T o O o SAMSEL, JR. ET AL, S.W.L.R. VOLUME 589' PAGE 417. III \� - / 28 iII(SOT EX. MOH.\ pk E \\,--.�'-•-•..�.-- .. - _._.: A >_------ _ l?'.K�N1 I DISTRIBU77ON EASEMENT TO YANKEE GAS SERVICE COMPANY S. vI R. \�� �- N/F qLJ �-- _____� _ '� :4 3611 VOLUME 1067, PAGE 193. I \\ ( j \ ---6 FW - { E 652� `\ NrLF 19 ELIZABETH G. MALLO,� _ _4.Dw- r__ L �( -. WF .32 f. CONDl77ONS CONTAINED IN CERTIFICATE RECORDED IN S.W.L.R. �, S. W L.R. VOL,282 PG288 / EX. MON. s pk F VOLUME 1129 PAGE 251. f N/F Z T Y �Ea. TRANS. - / DFV ASSOCIATES, LLC EX. MOH. 1`Y� � -{ PAD '---`•'-�_--�,,. g. COVENANTS SET FORTH IN A SIGN EASEMENT AGREEMENT RECORDED , N F A j4 S.W.L.R. VOLUME 1079, PAGE 266 AND RE -RECORDED S.W.L.R. VOJIVME ti -� IVLF 20 S W.L.R. VOL.956 PG.28 13 SFP/ W & 03¢2„� 1084. PAGE 11 Z 1 i I It i IRENE BERTRAND >y S. W.L.R. VOL. 48 PG.329 NIF ROBERT A. & RO BE SET ' 1 t, . ' REBAR N 361046.56 TO BE SET 21 PHYLLIS T. JONES E 65292787 N 361002.52 S W.L.R. VOL.119 PG 346 REBAR E 652156.30 TO BE SET � N 360954.52 >*�/ " A��iA \E 652010.26 ,c 2.98) ACRES TO' ~ BE ADDED ^`O� ��\ TO BE SET '�� `O WL F 34 N 360909.93��' I°!1 F .2 tlnj�"� •�� 652036,.98 " rybL ADORBAR \ �� -- N 360912.72 SE IAVLF 33 49.37 IN 86'45'10" EE 452086.27 DRAINAGE EASEMENT IN FAVOR OF 1VL t 23 REBAR THE STATE OF CONNEC77CUT TO BE SE S W.L.R. VOL. 884 PG. 278 \ c7l N 360856. - �WL 2 y 651950.7 B IvL.F 24 tvL.F 25 Wt. u6 F2.9 28taQ �OBBE VtrlF <% SET �•� `� �\ N 360699.71 E 652205.84 >S. W.L.R. VUL.590 PG. 073 t <'�I.F 4% ON N N LP• ' CM !L Ti..191.51 iy 1 w o I t0 O 1 CD o 'VET "9"p r O T N M REBAR " __..TO .-BE SET-_ " 317.90' N 361070.42 4 I I " C 1 l� t') i i » w E 653244.87 5'4,3-_W - --1 T F.-eo.nn I O `S84._1. { EX euwDa+c ce c .�I. T.r.n9o.ns t> I'• NIF SAMSEL PROPERTIES PARTNERSHIP F_ o S W.L.R. VOL. 590 PG. 073 w V) w 11.E O Zp Q GRAPHIC SCALE 60 0 30 60 120 ( IN FEET j i inch = 60 ft. _ o � U C3 re _ Z. } F-• 're -v W(L A .a Z V) 3 v .J .J Z � d U O"W _ Q F- = O co V) n d Q ��45N I C!1 V) I TO MY KNOWLEDGE AND BELIEF THIS MAP IS(ISUBSTAN7IALLY CORRECT AS. NOTED HEREON. 7741S MAP IS NOT VALID WT77-lOUT THE LIVE SIGNATURE AND IMPRESSION TYPE SEAL OF THE LAND SURVEYOR WHOSE SIGNATURE APPEARS HEREON N TODD S. HESKETH LS 17945 - a 2 SK1 PROPOSED FRONT ELEVATION 1 /16"=1'-0" PROPOSED LEFT SIDE ELEVATION 1 /16"=1'-0" PROPOSED REAR ELEVATION 1/1 6"=l'-O" univix un1J _E ROOF EXISTING SHOPPING CENTER BUILDINGS - K-3�PROPOSED REVISIONS TO WEST WING GABLE 1 /16"=1'-CI" N l'n IAIC M7 CYICTIAIr rARI G 0 0 0 JOHN A. MATTHEWS A.I.A. ARCHITECTURE AND PLANNING M7 BOSTON POST ROAD PO BOY 623 MAD140N CT 06443 203 245-MIO FIX 209 246-M62 BUILDING ELEVATIONS A-1 / � TOP OF ROOFvi 389 MAIN Sr. 2nd FLOOR SALEM, NH 03079 TE1-- (603) 890-6414 FAX: (603) 894_4358 TOP OF ROOF EL. +29'—II" BOTTOM OF E EL. +24'-0' L-1 0. TOP OF BRICK EL. +12'-0' FINISH FLOOR EL. +6'-0" TOP OF ROOF EL. +30'-4" BOT. OF EAVE, EL. +24'—C rl U BOT. OF SIGN BAND': BRAKE MTL. TRIM (TYP.) FACE BRICK BASE FRONT ELEVATION SCALE: 1/8" = 1'-0" ALUMINUM GUTTER AND DOWNSPOUT - TOP OF ROOF (L.P.) o LEFT SIDE ELEVATION SCALE: 1/8' = 1'-0" PARAPET 9" ASPHALT SHINGLE ROOFING, TYP. 'x x x rr�r�rrrrrrrrr ------==Mnm � _----- -- —����--118 ---- -- -- --- -----------x --- - - - - - - - - - - - - - -rrrr,' � rr '- .� .rrr ■. r -ix -- - . r ir�t���-■ FACE BRICK BASE ------------1------------------ ----------- - ------------------- s-1--------'------_---- _____.--- ---�_---- ---__--____._______--__----- MTL. ACCENT BAND, RIGHT SIDE ELEVATION SCALE: 1/8" = 1'—O" gC TOP OF PARAPET EL. +22'-0' --------------- LPROPOSED ADJACENT RETAIL 11 REAR ELEVATION SCALE: 1/8" = 1'-0" MTL. ACCENT BAND BRICK FACE PLAIN FACE COLORED C.M.U. LPROPOSED ADJACENT RETAIL ASPHALT SHINGLE ROOFING, TYP. ASPHALT SHINGLE ROOFING, TYP. MFTAI_ ACCENT d TOP OF PARAPET TOP OF MASONRY EL. +22'-0' i l�O���A!■r �i� i �vNEWER i >■1 ■ II■p Ir■MI■®MMMMMMMMMdMMMMMI�M�MMA ■ M IfA•MMMMMMMMI■MMMMMI Im ■�- 1 MMMMMMMMMMMMMMMI■ M M M r 'MMMMMMMMIM� MIMMM®M • • ' • MMMMMM®MMI■®MA�si■all i MINE MMMM®■■IM■I MMM11■I■r� i MMMMMIMMMA■MIA®MMMIi A FINISH FLOOR MMMMMMI�MM'�MfM®MM® Ili ®I • • II�■v�fll III _ : 1.. ■ Ih�I III i Ihram\ I mil ®III III .�..-... St.:�J'bC•.'-;•T�. �- .` .-; �..-'�. 5A. .:. ram.. .-..- _ y, '.._.. .- ::e.-. ...,.M:S ,, �,..3-, r''�-':� 'is -�' �. i".` ,. ,,.• " ' d� "�.px' .y-, `�xC'ri x7�. '..aa _..''4F.A3. ., .•i�kR+,{�f,. 9.0 51 FACE BRICK SCREEN WALL TOP OF ROOF EL. +30'-4" SOT. OF EAVE EL. +24'-oV METAL ACCENT BAND, TYP. BOTTOM OF SAND - EL. +9'-10' LPROPOSED ADJACENT RETAIL x�if ��:a:F�`.�xrJ'@; nb�.:EtE:xi:i✓,..'N,..7.iR�sEtLttiSW�iiY(S+'�'r'^,�.,,.,�..`"'i'.`�`.�tr:""�.>ave�'."]�.`E�ii�::`;c$"&. ._d._�f'.n t•. r,"..'.4:�.iSx"vw :....d... r.4. t _ )�k• a , G Cx 1• TOP OF PARAPET EL. +29'-9" FACE BRICK PILASTER BOTTOM OF BAND EL. +9'-10" FINISH FLOOR EL. +0'-0" x-L m i^ /j foie /A A: I P 1/22/02 METAL. FNDN WALL COLOR CHANGE DATE REVISION rcvv%r%-:, � SN 0 P The Stop &Shop Supermarket Company Supermarket Store Planning 1385 Hancock Street P.O. Box 1942, Boston, MA 02105 Quincy, MA 02169 N An Ahold USA Company SHEET TITLE EXTERIOR ELEVATIONS STORE LOCATION SUPER STOP & SHOP ELLINGTON RD•/BUCKLAND RD., SOUTH WINDSOR, CT STORE NO. DRAWN BY DAC DRAWING NO. CHECKED BY DAC 699 SCALE AS NOTED EL=1 DATE 1/11/02 1 \ PROPOSED FRONT ELEVATION SKI) 1 /11684-00 ROOF 2 '� PROPOSED LEFT SME ELEVA-MN W -Tlm V-0, 41 PROPOSED REAR ELEVATION SK1) 1/16'-1'-, EXISTING SHOPPING CENTER BUILDINGS PROPOSED REVISIONS TO WEST WING GABLE ni rn iuG nF Gvicnkir. ceQi F 0 00 JOHN A. MATTHEWS A.I.A. ARCHITECTURE AND PLANNING 617 B09TON POST ROAD PO BOX 823 MADWN CT 06443 203 245-0110 F.AX 2W 246-0182 ;110 C NONE PRE-EMPT 1 MOVEMENT DIAGRAM ENERGY BY- DEVELOPER METER # - UNMETERED 28061 INTERSECTION # 132 - I CONSTRUCTION NOTES ALL TRAFFIC SIGNAL EQUIPMENT IS NEW EXCEPT AS NOTED. THE 2" RMC AND HANDHOLES ON THE EAST SIDE OF BUCKLAND ROAD SOUTH OF STA 106+50 AND NORTH OF STA 113+30, AND THE 16/6 CABLE NORTH OF STA 113+30 ARE EXISTING. STAKE ALL R.O.W. PRIOR TO EXCAVATION. �D INSTALL SPAN POLE FOUNDATION AND POLE ADJACENT TO AND WITHIN R.O.W. TO INSTALL SPAN POLE FOUNDATION AND POLE AT STATION 110+10 OFFSET 50 FT LEFT. �Y INSTALL NEW 8 PHASE CONTROLLER AT STATION 109+90 OFFSET 47 FT LEFT. INSTALL CONCRETE SIDEWALK ON CABINET DOOR SIDE OF CONTROLLER FOUNDATION TO THE DIMENSIONS SHOWN ON THE STANDARD INSTALLATION DETAIL SHEET CABINET DOOR iL '3 `° '3 2 4 MAINT LEVEL 5 SERVICE POLE:- CL&P OFFICE RECORD SIGNAL FACES - 12" OR 12" OO 12" O .- OO O 1 2,3,4 0 8" 0 O 5 ALL INDICATIONS TO HAVE LED LENSES. STC# 132-0007-01 SM # SIGNAL IN OPERATION NTO I PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL A C E 1 Y �- G -ol G G G Y R R R R 2 Y R R R G G G R R R 3 Y G G G G Y R R R R 4 R R R R R R R G Y R 1 YIELD POIN MIN 4 3 0 15 3 1 5 3 1 MAX 15 5 2.5 55 5 25 30 5 25 4-1 N T E R MIN GRN 4 3 15 3 5 3 WALK 5 PED CLR 1 VEH EXT 2 2.5 2 MAX 1 10 30 15 MAX 2 12 38 24 YELLOW V A L S RED 1.0 2 2 ADD INIT MAX ]NIT TBR TTR MIN GAP MODE NON -LOCK MIN. -RECALL OFF NON -LOCK OFF OFF OFF OFF TO OPEN TO FIELD SIDE. CABINET TO BE BRUSHED ALUMINUM. UO REMOVE EXISTING 16/6 PAIR CABLE FROM THE 2" RMC FROM THIS HANDHOLE SOUTH TO INT. NO. 132-900. ROLL UP THE CABLE AND STORE IN HANDHOLE FOR FUTURE USE AS INTERCONNECT CABLE TO iNT. NO. 132-203. WO INSTALL 30" X 30" HANDHOLE. ALL OTHERS TYPE 11. INSTALL HANDHOLES APPROX. 1' BEHIND CURB OR EDGE OF ROAD UNLESS OTHERWISE SPECIFIED. INSTALL LOOP DETECTORS IN BASE COURSE OR EXISTING PAVEMENT STATE OF CONNECTICUT CENTERED IN THE LANE AND 8' APART UNLESS OTHERWISE NOTED. INT START THIS PHASE DEPARTMENT OF TRANSPORTATION SEGMENTED LOOPS TO BE SPLICED IN SERIES. -T- � `/� I j� I � I � (� I /� I BUR. OF ENGINEERING & HWY OPERATIONS D TErrnDQ PRnnRAM r'.00Pr)IMATInM TYPE- rl n¢pn 1 nnP SYSTEM . 1-..I I. I I .. I / 1 I \ , I \ /� DIVISION OF TRAFFIC ENGINEERING v�l"_....... .,...... .. ... �..,, PERMIS LOC I LUI-INIUAL NOTES 1 . . I . I � 1 11 , , I_ IDENT SIZE (WXL) TURNS MODE FUNCTION T I M E DAYS OFFSET PHASE SPLITS SEC /% PERIOD MASTER STANDARD OVERLAP SKIP FEATURES APPLY TRAFFIC CONTROL SIGNAL TRAFFIC SIGNAL CABLE CLOSURE SHALL BE INSTALLED ON THE SPAN 5 i FROM THE D1 6 x 6 3 PRESENCE FLASH 2300-0600 DAILY CYCLE SEC To o1 o2 o3 o4 o5 o6 o7 o8 o SEC 132- PRE-EMPTION TO BE INOPERATIVE DURING FLASHING OPERATION TOWN OF SOUTH WINDSOR CURB LINE. D4 6 x 6 3 PRESENCE 11 26 23 132-900 DETECTORS ON BUCKLAND ROAD TO BE INOPERATIVE DURING COORDINATION BUCKLAND ROAD AT PGM1/MAX2 0600-0900 M-F 60 0 0 1 4 3 D4A 6 x 6 3 8" DELAY TERRY OFFICE PARK DRIVEWAY TWO WEEKS PRIOR TO INSTALLATION CONTACT THE UTILITY REPRESENTATIVES LISTED PGM2/MAX2 0900-1500 M-F 45" 0 0 8 22 15 D46 15 x 6 3 8" DELAY 1 4 3 BELOW TO COORDINATE THE INSTALLATION. SD1,SD1A 6 x 6 3 PRESENCE 0600-0900 SAT-SN 45" 0 0 8 22 15 REV. TRAFFIC ELECTRICAL 1 4 3 DATE DATE SD2,SD2A 6 x 6 3 PRESENCE pGM3/MAX2 1500-1900 M-F 60" 0 0 10 35 15 1 5 2 ENGINEER ATTACHMENT HEIGHT ON CL&P 28062 IS 28.5 FT. SD3,SD3A 6 x 6 3 PRESENCE 8 37 15 DRAFTER G\P ' SD4,SD4A 6 x 6 3 PRESENCE PGM4/MAX2 0900-1800 SAT-SN 60" 0 0 1 6 2 CL&P 28062 SHALL BE GUYED AND ANCHORED. CHECKED BY r\0 FREE/MAXI ALL OTHER TIMES LEGEND: SUBMITTED BY Es THIS INTERSECTION TO SERVE AS MASTER INTERSECTION FOR THE R RED RED ARROW W� WALK/ PED,. CLR APPROVED BY Y YELLOW YELLOW ARROW D.W. DON'T WALK; DATE PROPOSED CLOSED -LOOP SYSTEM ON BUCKLAND ROAD A/Z z Z ZZL� G GREEN ♦- GREEN ARROW FL. FLASHING ® RELOCATE EXISTING HANDHOLE. LOCATE AND EXTEND EXISTING 2" RMC TO NEW HANDHOLE LOCATION. ® RELOCATE EXISTING HANDHOLE. EXIST. I I I �� I REV # INTERSECTION # 132 - BLDG. i I II III II REMOVE EXISTING 2" RMC AND REPLACE WITH NEW 2" RMC BETWEEN TI I r I I A A I f11 1 /11 r f, A T I-T A TI /-1 A I A /� /'. � 7 A A 1 1'1 /� T A T, /� A I A A SIGN LEGEND I rIt I-1f\IVUt-IULtJ H I J I H I IUN I ub+ �.7 Hivu J I H I IUIv 11.E+3�1. SIGNAL EASEMENT TO THE - - - - I' I' II 31-0135 @ 31-1177 ONE WAY INSTALL TOMAR PRE-EMPTION SYSTEM AND TWO (2) OPTICAL TOWN OF SOUTH WINDSOR I �� I '� ONLY DETECTORS ON SPAN WIRE AS SHOWN. (, 23' I! \� (� 31-0370 I It I 31-1604 �---------- ONLY NO RIGHT G� G 2" RMC, 8 #14 THHN I I\� 31-1627 TURN El 14/21, 14/7, 4-14/2, 16/6 PAIR, 2-20/3 O I_ \� © 31-1109 F 12' 12' 10' 12\� v . 2" RMC, 2- 14/2 i FO 31-0532 ' '�, 2" RMC, 16/6 PAIR, 14/21, 2-20/3 2" RMC, 16/6 PAIR 2" RMC, 2-14/7, 14/5, 4-14/2 �� E TO INT#: 132-900 2" RMC, (SPARE) I 0 20/3 2" RMC, 3-14/2 BID SET ONLY Z RMC, (SPARE) I �' U 14/9, 20/3 2" RMC, 14/2 THIS PLAN HAS BEEN SUBMITTED 1" RMC, 8/2 SERVICE , O TO CONN. D.O.T. FOR APPROVAL 55 AND IS SUBJECT TO REVISIONS 0' © 14/9, 14/5, 20/3 AS MAY BE REQUIRED BY THAT 7_8E6(J G°O PARAPET Y T W SEE SEPARATE PLAN FOR SIGNAGE S1Gld AGENCY. )I"VALL ! 0 CL&P %° 5 55 = �Q s,Grd AND PAVEMENT MARKINGS !.J- F' D4A 5' I [� kiET '-_# '❑ ��� - - - - ELECTRIC UTILITY REPRESENTATIVE: TELEPHONE COMPANY REPRESENTATIVE: < �'---L -- 5 28 �� 4912' W S Z -��'` �- -" - NORTHEAST UTILITIES SERVICE COMPANY SNET 12 x'-12' 107 SELDON STREET 1441 NORTH COLONY ROAD - 1ST FLOOR j 16' Z S ---- --i -- SD1 N, CT 06037 MFRIDFN. C:T 06450 ...-------- r�SD2A ------ -- SD4 -- ------ ----- - - - D1 - 4 -- - -- -- I c I - Z �s o _------f ---- - ---:�--- ---- - --- - --- Z SD1 A c_n SD3 ❑ I 12> 16, 1 �_, o ATTN: STEPHEN KLUBNIK ATTN: SUSAN PADDOCK m /c�D4A�Z S ENGINEERING MANAGER - T&D PROJECTS SUPERVISOR O.N.E. SD3A❑s s s s s 12' 4 4 3 - �' (860) 665-2473 (203) 238-5620 m ❑ - - -��. - - - r C7 L � - -�..�_-- ar/Gii r ! r , °� c>✓1 X© S - ° . I - I _ ---- --■-. _ :--.--+--.- _ - --}-' �1 DEVELOPER: ENGINEER: 0z -1 / a. \ �e I i i -� \Lo-c11+25 SNET o� 2" RMC, 16/6 PAIR, 2-14/2 3 R ® --� SIGN ,��2953 RSK KELLCO F.A. HESKETH &ASSOCIATES, INC. GL W `P �L.ac, E{,,. , o _ S _ 1744 ELLINGTON ROAD 6 CREAMERY BROOK N ,2 PG, E a, c t nAPE� 14/9, j4/7� Srr�I4/5 414/2, 16/6 PAIR, 2 20/3 U - - ` ,.+ " d ° `� '� ' 2" RMC, 169,6 PAIR, 4-1472 WALE J44/5, 4-14/2, 16/��� SOUTH WINDSOR, CT 06074 EAST GRANBY, CT 06026 14/9,�1��316'~PAIR, 2-20/3 � I ��F t 2" RMC, 16 6 PAIR � � ' 4' \ 14/9, 14/7, 3-14/5, 4-14 2, 16 6 PAIR, ATTN: BRUCE KELLEY ATTN: SCOTT HESKETH 1 II / / 2-20/3 I 14/9, 14/5, 4-14/2, 16/6 PAIR, 20/3 / c; -L74,'EP,GROUND (ABANDONED) c°VO o off,; II f� I o�co x� CONSTRUCTION MANAGER TRAFFIC ENGINEER GA. n'AkNIpJG POST 14/9, 14/7, 3-14/5, 4-14/2, 16/6 PAIR;,;20/3 2" RMC, 16/6 PAIR, 2-14/2 o+ (860) 644-8761 860 653-8000 o ( ) STA. 110+10 �� 14/9, 2-14/5, 4-14/2, 16/6 PAIR, 20/3 2" RMC, 2-14/2 aro o 044i3 opo��r 2" RMC, 16/6 PAIR, 14/2 14/9, 3-14/5, 4-14/2, 16/6 PAIR, 20/3 �` s �Fs �s;o6 9/18/02 SFH CONNDOT COMMENTS C®NECTICUT •�---�:ra%�•+INA � T�t5 8/23/02 SFH TOWN COMMENTS i ' Tti TT ♦ T T'1 �T1� TT !1 T TT ♦ CV T� /'\ Ta �T� SPAN POLE DATE_ ';i 4 8/20/02 SFH TOWN COMMENTS 1��YAlt 1 M�1V 1 Ur 11 All �YUK 1 A 1 lUl�l 30', 20" B.C., 7,800 IB LOAD AT YIELD , TOWN S 1 GN AL 3 7/17/02 SFH ADD PRE-EMPTION BLOCK / NOTES PROJECT TITLE: LEGEND: 2 7/15/02 SFH TOWN COMMENTS p PROPOSED WOOD SPAN POLE Imo- _®_ a--® TRAFFIC CONTROL SIGNAL LAYOUT 1 1 6 17 02 SFH REVISE COORDINATION TOWN: PROJECT NO.: PROPOSED UTILITY POLE TRAFFIC SIGNAL FACE � MAGNETIC DETECTOR EXISTING CONTROLLER EXISTING R.M.C. MICROWAVE DETECTOR t� FXISTING WOOD SPAN POLE ° . EXISTING UTILITY POLE PEDESTRIAN SIGNAL HEAD SD SYSTEM DETECTOR PROPOSED HANDHOLE (RIGID METAL CONDUIT) TOWN OF SOUTH WINDSOR I / / p -4- STRAIN INSULATOR SCALE - 1 =40' �-- �► CABLE CLOSURE CADD FILE NAME: BUCKLAND ROAD AT DRAWING NO.: 10 PROPOSED STEEL SPAN POLE ❑ PEDESTAL MOUNTING EXISTING HANDHOLE 23 AUXILIARY TERMINATION CABINET NO. DATE INIT. DESCRIPTION Cb AUDIBLE PEDESTRIAN SIGNAL � • -OPTICAL DETECTOR � <-. DEL LEADS IN SAW CUT I DRAWING TITLE: [ EXISTING STEEL SPAN POLE O PEDESTRIAN PUSH BUTTON k SIGN O LOOP DETECTOR PROPOSED CONTROLLER - PROPOSED R.M.C. ® AUXILIARY EQUIPMENT CABINET DATE PLOTTED: TERRY OFFICE PARK DRIVEWAY TRAFFIC SIGNAL SHEET ® -' RIGID METAL CONDUIT REVISIONS PLAN SHEET � 20 OF 21 PRE-EMPT 1 PRIORITY NO DET LOCK YES DELAY 0 ALT MIN GREEN 5 ALT MIN YELLOW PARENT ALT RED PARENT ALT PED CLR 16 HOLD GREEN 15 HOLD YELLOW 3.0 HOLD RED 2.0 HOLD PHASE 2 EXIT PHASE 4 EXIT CALL - I ' 000 ry E/ , = 01 "1 Q' 40" R = 5000.00' T = 51.39' L = 102.78' C = 102.78' CB = S 89"43'41 "E � Q CENTERLINE L12 L t f ' r— 4" WHITE SHOULDER LINE -- T viyrivyylV/ l r MUAU W V 1 -14--=---- 62 - - - � --- - ------ /� / p h ,� oo _ 0 CO 0 CO --�- _ M �- / /i 2 �/ MATCH EXIST. SHOULDER LINE + 100 � �p STA w wz 8 V � 000 000 J p� / CL&P CO� --------- -- ----- _ -- 2804a -- - .ter-® A -------co L U ad �' / 1 , o , O12 12' +00 12 0 - ; �/ / / ELLING TON O ROAD (,�OUTE 30)p�ti__�•S 89'0E3'21E O c• 1 0 0 11 00 0) 11' ,+25 +45 �+10 N 11� L 12 12' '- �,.: = --�— -- �EX. la;,, SNET +25 �v ` I�� / SNET SNET + '------0------------ ® #2SNET \ #5253 0 1= (� / �-4" MAPLES df FE.S. FL.=82.05 L.P. 4" WHITE SHOULDER LINE GRAPHIC SCALE 4" WHITE LANE LINE (TYP.) SEE TRAFFIC SIGNAL PLAN FOR PROPOSED TRAFFIC SIGNAL MODIFICATIONS 12" WHITE STOP BAR PAINTED LANE USE ARROW (TYP.) 4" DOUBLE YELLOW 40 o zo 40 so ,so 11 2 ( IN FEET) 1 inch = 40 ft. CCOO 0) CID 30 Nil) O TRUCKS IN U QEXISTING MATCH � No MARK -q„ OUTLET 4'� WHJj`fE SHOULDER LINE - EXISTING SOUTH 41-4605 r r. 00 it Lw ;f i Q 11 zw SNET) � SNET .J��iF• i / \ #G 14 +25 +00 +45 ELLINGTON ROAD +1�5 14.4' 15' 0 1 0 op �.12' o ,-4 N 89.40'59" 12' CN (ROU TE 30- N 12' PAINTED LAN E USE ARROW (TYP.) JI V IV LGhCIV U � OA 31-0222 31-1819 © 31-1804 QW 31-5515 ONLY NO LEFT rtA°,ve 31-1629 31-1827 NO RIGHT TURN A/A DO 'I® 31-1528 (( © 31-0307 31_55pg LIMIT 0 31-0803 0o NOT eLoa ' ONLY 40 omawa U '�". wENEED < HQ 31-0135 31-1109 SQ 31-1749 O p (D 31-0552 31-1177 ONE WAY UO 41-4813 �, -,. ZO 31-0817 TvEG IQJ 31-0370 © 31-1188 CNE wA QV `310�0302�ST. ONLY 31_0307) ONLY ONLY ' G 57ONE ;`2 j j� C.L.&PO \ WALL EXISTING DIRECTIONAL SIGNAGE a', .° jr o #20990 E=RADICATE EXIST. LANE USE 0 C3 z STONE I p4 ARROWS. APPLY NEW LANE U) a o 0 p F— WALL � 0 2� 'o�, \ � � USE ARROWS AS SHOWN. E o 6 n 6 (TYP. OF 4) VT ERADICATE EXIST. SHOULDER LINE WESTBOUND Y STA 32+25 TO STA 35+00 a; o 0 0 0 p CL&P APPLY NEW 4 WHITE SHOULDER LINE o r, a o 00 #2 �g� 2 AS SHOWN �� \ `y „E27949 SNET _ 0000 TYP. o 0 0 0 � � �1775 16' +60 \ , _ ©� T 1 `�� ' ~_`� +25 SNET O +40 O o 2` ,1777 Z O N to 88•�8'37 E 0 12' .♦ _ L Q +85 p �2� `� .-. 0 00 12' o'er 12, p I- o ° i 12 ' O U PC 12' +50 < 0 0 CD 2-' Ov TE' J ,6' 2 $ `t? o ir V Q Ole 14 v o 'p a +00 CL W O ftow 1 M _`- Q i X z v o 1" WHITE N a_ O o v Q, 2 ITE STOP BAR ' . n^ �0 it f�_ ° 0) `��_ 1! �_ o O ~171 i Cn 4" E SHOULDER LINE - -- N'� ��` ,� Z � of L EXISTING �� �� / '-� - w II - 4" TE LAN LINkVP.) ' - 4to ko SNET %l `__ �_ 3 0 15 08 30 8 4" DOUgg� YELLOW I R= 768.00' i # o o CENTERLI , T = 102.08' o CU L = 202.96 o N o- PC - 120+49.30 Q C = 202.37' Cn 3 J Cn CE3 = S 83°47'O8"E 41-4441 of oo• s �J GRAPHIC SCALECr o SNET 40 o zo 40 ao ,so .� 8 #55 ,cm m 20 �*CENS0o ( IN FEET) `SSK?fNAL�`��® 1 inch = 40 ft +aacaG H LL LL a i O C!7 Z H 3 O 0 A le MOVEMENT DIAGRAM ENERGY BY -TOWN METER # - MAINT LEVEL SERVICE POLE-SNET 39 INTERSECTION #132-900 OFFICE RECORD CONSTRUCTION NOTES -!t- a 4 a e '� 3 SIGNAL FACES STC# SM # SIGNAL IN OPERATION 10 18 94 INSTALLED IN PROJECT 132-100 NTOR PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 REVISION 1 JOB SM FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL TRAFFIC DESIGN TNL ELECT. SIGN P.L.M. 1 Y R ell-- R4*- R R R R R R R R R R G Y R O 12" O 12" SIGNAL REVISED 2 Y R R R R R R R R R R R R G Y R ADDED FREE OPERATION AND REVISED 1. ALL SIGNAL EQUIPMENT IS EXISTING EXCEPT NOTED BELOW. 3 Y R R R G Y R R R R R 4— R 44- R R R R TIMINGS 4 Y R R R G Y R R R R R R R R R R OO 12 Y TRAFFIC DESIGN FAH ELECT.N 2 DESIGN FAH 2. REMOVE EXISTING LOCAL 3—DIAL COORDINATION UNIT. INSTALL NEW CLOSED —LOOP 5 R R R R R R R G Y R R R R R R R O GO GO SIGNAL REVISED A 6 R R R R R R R G Y R R R R R R R REMOVE LOCAL THREE -DIAL COORDINATION UNIT. LOCAL COORDINATION UNIT. INSTALL NEW 16/6 PAIR CABLE TO MASTER INTERSECTION C 13 24 INSTALL LOCAL CLOSED LOOP COORDINATION UNIT. AT BUCKLAND ROAD AND TERRY OFFICE PARK DRIVEWAY. y C YIE D POINT YIE D POINT I- 8" R Y MIN 14 3 0 15 3 1 9 1 3 1 4 3 0 15 j 3 1 G MAX 15 5 2.5 1 75 1 5 2.5 30 1 5 2.5 15 1 5 2.5 751 5 2.5 MIN GRN 4 25 5 4 25 5,6 WALK 15 N PED CLR 1 T VEH EXT 2 2 2 E MAX 1 6 35 15 6 35 MAX 2 10 40 20 10 40 R YELLOW 3 4 3 3 4 V RED 1 2 1 2 1 2 A ADD ]NIT MAX INIT L TBR S TTR MIN GAP STATE OF CONNECTICUT MODE NON -LOCK MAX RECALL OFF NON -LOCK NON -LOCK MAX RECALL OFF OFF DEPARTMENT OF TRANSPORTATION INT START THIS PHASE THIS PHASE TOWN SIGNAL BUR. OF ENGINEERING & HWY OPERATIONS DETECTORS PROGRAM COORDINATION TYPE -CLOSED LOOP PERMIS SYSTEM TECHNICAL NOTES DIVISION OF TRAFFIC ENGINEERING IDENT SIZE (WXL) TURNS MODE FUNCTION T I M E DAYS OFFSET PHASE SPLITS SEC / % PERIOD LOC - TRAFFIC CONTROL SIGNAL MASTER STANDARD OVERLAP SKIP FEATURES APPLY D1 6 x 6 3 DELAY 2" FLASH 2300-0600 DAILY CYCLE SEC o1 o2 o3 o4 o5 o6 o7 o8 o SEC 132- 1 PHASES 1 & 5 DRIVE ARROW INDICATIONS ONLY FOR TOWN OF SOUTH WINDSOR D4 6 x 6 3 PRESENCE PGM1/MAX2 0600-0900 M-F 120" 97 81 10 8 8067 3025 11 9 7966 132-900 HEADS 1 AND 3. BUCKLAND ROAD AT D2A 9 x 6 3 DELAY 5" t� PHASES 2 & 6 DRIVE G,Y,R INDICATIONS FOR 0900-1500 M-F 90" 61 68 10 55 25 10 55 DEMING STREET D3 11 x 6 3 PRESENCE PGM2/MAX2 11 61 28 11 61 HEADS 1 AND 3 D3A 13 x 6 3 PRESENCE 0600-0900 SAT-SN 90" 61 68 10,,-11 55 61 25 ,8 10 11 55 61 TRAFFIC ELECTRICAL TRAFFIC DATE DATE D5 6 x 6 3 DELAY 2" PGM3/MAX2 1500-1900 M-F 120" 25 21 9 85 26 9 85 ENGINEER C• D2B 8 x 6 3 DELAY 5" 8 71 22 8 71 PGM4/MAX2 0900-1800 SAT-SN 120" 30 25 10 95 15 11 94 DRAFTER CAP ' 8 7913 9 78 r10 FREE/MAX1 ALL OTHER TIMES CHECKED BY LEGEND: SUBMITTED BY ES R RED RED ARROW yy� WALK/ PED. CLR ?APPROVED BY Y YELLOW � YELLOW ARROW D.W. DON'T WALK DATE ZG GREEN 4— GREEN ARROW FL. FLASHING I RE:V # INTERSECTION #132-900 Al IQ6 I8,5 Sb2&5 STA. 17 -F- 75.50 2 &6 ® co 17 r U tT' DEMING STREET 10' _7N R r to �4. �2, I W Q 0 74 1 J --• -- ._ 04 0) � BID SET ONLY 14/ 15, 14/9� 14/5, 2r,14/2 2" RMC 2-14/2 0 s' 17' THIS PLAN HAS BEEN SUBMITTED EEINAB � 14/25; I4/9, 2-14/5, 2--1.4/2 e,�'i�,,. �� . .i/ D 'uz so• . 1 / �--� 14/25, 2-14/5, 2-14/2 �2" R MCI 14/2 TO CONS. D.O.T. FOR APPROVAL ND IS SUBJECT TO REVISIONS AS MAY BF RFOIJIRFD BY THAT I S T A. 99 -t- 6 1, 45 L 1. T (� ' I L�v 20 �..1 1 _.•_ ..__----• AGENCY. 94 INE 100 i APPROX_ STRE^ET L — DR. 2' �C1 ' D DR :t-OA 1i' ELECTRIC UTILITY REPRESENTATIVE: TELEPHONE COMPANY REPRESENTATIVE: I rn 20 _ APPROX. D2A O. STREET LINE + D2 + _ 2 _ C8 _ 2" 1rB 5 Z •� I?Y. �--� 103 12 104+50 105 NORTHEAST UTILITIES SERVICE COMPANY SNET 2 I Z , 29�L01 12 102 107 SELDON STREET 1441 NORTH COLONY ROAD — 1ST FLOOR 12 BERLIN, CT 06037 MERIDEN, CT 06450 • 12 .�,_ � 85' S0' "-" ia' '�..:_.,.1: � 12 12' 96 9798 12199. D5- D5 t605 , D r 12' 12' Cs. ATT - I N. STEPHEN KLUBNIK ATTN: SUSAN PADDOCK rn 12 ` ' 3 12 I 1 .12' ,_ ta' a' ENGINEERING MANAGER - T&D PROJECTS SUPERVISOR O.N.E. 70 - Iz' ,-_._. .� --� ---' 12, Z''S` 6 12' +so ...:... ----t 12!----- '�• LINE (860) 665-2473 (203) 238-5620 m C.B. BUCKLAND Rp 4 - GB, 12 CD 2' ------ _ STREET 2' G ° DEVELOPER: ENGINEER: z _.._ DR. W APPR "" 2' An ?- ® D 39 I ' B APPROX. --240' TAPERoX. STREET 03q UC O RSK KELLCO —' LINE � , _ � • • , 2 Rh4�C 16/6 PAIR 1744 ELLINGTON ROAD F.A. HESKETH &ASSOCIATES, INC. Iw NOTES: lo, 100 2 4 STA.100+62,53 RT.' . � STA 21 t 85 TO INT. -;�` 132- 203 SOUTH WINDSOR, CT 06074 6 CREAMERY BROOK 14/5;2-'14/2 O• , 14/25,t4/5,2-14/2 EAST GRANBY, CT 06026 ��-�• }� 1 RMC 2 ,#8 (SERVICE)) 00 ••••"' '�'""� -- MI IIN: 0KUIa KtLLtY TOWN TO MAINTAIN ALL PAVEMENT 14/9,14/5,2-14/2-/ 17 IY- 2"RMC SPARE ATTN: SCOTT HESKETH / CONSTRUCTION MANAGER TRAFFIC ENGINEER MARKif�GS ON DEMING ST. AND BUCKLAND RD. .-.— _ M. � .,. .� N � (860) 644-8761 (860) 653-8000 , 1 �= 2" RMC, 2-14/2 SIGN LEGEND '��, 23 DEMING STREET. 22 17' " % 2. RMC, 16/6'PAIR CONNECTICUT I7' k, s2 RMC, 14/2--1 ®7 31-o433Z (�5i*) _ DEPARTMENT OF TRANSPORTATION a EXIST 31-0327Z (RT.LA.MUST TN.RT.) ►- �2 R MC, 14/2 0 y o 5 TOWN SI GN AL 3 9/18/02 SFH CONNDOT COMMENTS PROJECT TITLE: ' 2 8/19/02 SFH TOWN COMMENTS Mg7•C �4a TOWN OFF SOUTH WINDSOR / / TOWN: PROJECT NO.: SPAN POLE INFORMATION pQ@z, 1 7 15 02 SFH CONNDOT COMMENTS 30', 20 BC, 7800 lbs. LOAD AT YIELD �i �C00 B /1�/ UCKLAND ROAD AT DRAWING NO.: NO. DATE INIT. DESCRIPTION DRAWING TITLE: DEMING STREET TRAFFIC SIGNAL SHEET NO.: REVISIONS PLAN SHEET EP 2 0 2002 SOUTH MNDSOR PLANNING DEPT. MOVEMENT DIAGRAM 2 4 1 24--a 1 N---*3 3 o r_— o o h--- 4 4 N TOR PHASE I PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL I G *-- G4*- G G Y R R R R R R R 2 G G G G Y R R R R R R R 3 R R R G Y R R R R R R R 4 R R R R R R R R R G Y R F A P DW W04 DW c E N .r. E R MIN GRN 4 3 15 4.3 0.1 5 3 WALK 7 PED CLR 11 VEH EXT 1.5 2.5 1.5 MAX I e 24 20 MAX 2 8 24 20 YELLOW V A L S RED 1,5 , _ ADD INI MAX INT T B R RGLIP MIN MODE NON -LOCK MIN RECALL NON,LOCK NON -LOCK OFF OFF INI START THIS PHASE PHASE 8 RN I CL DETECTORS (DENT SIZE TU N MODE D I 6 X 6 3 PRESENCE PROGRAM COORDINATION - NONE M SYSTEM TECHNICAL NOTES FUNCTION TI ME EST DAYS CYCLE OFFSET %SEC YIELD PT % PERMIS PERIOD FORCE OFF % M ASTER STANDARD bVERLAP KI FEATUR+ FLASH 2200 - 0900 DAILY PHASE 2 ON TO OMIT PHASE I D2 D3 6 X 6' 3 PRESENCE MAX 2 FUTURE - F 6 X 6 3 DELAY 8 ' MAXI ALL OTHER TIM S _ F 0 ENERGY BY- DEVELOPER L P SERVICE POLE-- SNET 219 — A E OFFICE RECORD SR H / T SIGNAL N OPERATION 5/A --9-90 N I REVISION # 1 ,..- G 0 JOB Sm# _ N TRAFFIC DESIGN T.N.L. ELECT DESIGN P.LM SIGNAL REVISED 1-12-94 _ Y REVISED HOURS OF COORDINATION AND INTER' Y CONNECT IN PROJECT N0.132-102. REVISION92 Y J 0 SW SM 79566 _ R TRAFFIC DESIGN T.N.L. ELECT. DESIGN P L:M. SIGNAL REVISED �_ OFF ADDED FREE OPERATION TO ,SIGNAL PROGRAIuE. INTERSECTION 132-231 UNMETERED SERVICE r_t_v..Ts �onl 4 /.32 -4 - . ,sq 31T ',pga4P; MAC LEG7: : Vol lap nn REVISION ?_0007-01 DESIGN: FAH EL SIGNAL If SIGNAL FROM SY Q il^ FJ A I [:'A (` P Q VI1vltlr'1L_ a lry SIGN: FA O Iz" )112 nMR S" R A .._ c Y Iz1 R " O O N � Dj G T I L 4 2,3 E V. FACE 1,12"RED HAS TUNNEL VISOR 5 ALL eZAC 1_AA RED r01DrCAl_l_ 5 HAVE LED LAMPS LEGEND STATE OF CONNECTICUT R RED M EXIST. CONTROLI. Y YELLOW DEPT. OF TRANSPORTATION G GREEN ® EXIST. HANDHOLE BUREAU OF HIGHWAYS 4-R— RED ARROW ♦— ► EXIST. RMC • DW Do.. �—YELLOW ARROW OFF. OF TRAFFIC ENGINEERING 4—GREEN ARROW WAL,. /FL ;1LJ _STRAIN 0 TRAFFIC CONTROL SIGNAL FL FL<..,HING DW DG"� WA .. INSULATOR 0 Pf, . OSEL, WOOD SPAN POLE �—� MAGNETOMETER 0 EXI. .ING WOOD SPAN POLE PROBES TOWN OF SOUTH WINDSOR ® PRUI STEEL SPAN POLE 14160 CABLE CLOSURE 4 DET. LEADS IN RTE. 30 AT TOWN SHOPPING CENTER DRIVE EXIST. OAN POLE SAW CUT -® PRO{- dOLE ® AUXILIARY TRAFrIC ELECTRICAL TER® EXI POLE CABINET DATE DATE EXI.- . ® PEDESTAL. MOUNTING �-- RADIO ANTENNA FIELD SURVEY STORCH p PEDESTRIAN PUSH ENGINEER BUTTON AND SIGN 0 PROPOSED Q-- TRAFFIC SIGNAL FACE HANDHOLE DRAFTER ASSOCIATES a --PEDESTRIAN SIGNAL FACE ""—•PROPOSED MAC CHECKED BY LOOP DETECTOR SUBMITTED BY C� RMC r RIGID METAL, APPROVED BY 0 MAGNETIC DETECTOR CONDUIT DATE SO SYSTEM DETECTOR i i i REV. #5 1INTERSECTION # 132-231 CONSTRUCTION NOTES FOR REV #5 ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT D4C AND D4D DETECTORS, 2 AMPLIFIERS, AND ASSOCIATED HAND HOLES, CONDUT AND CABLE. STAKE ALL R.O.W. PRIOR TO EXCAVATION. INSTALL HANDHOLES APPROX. 1' BEHIND CURB URD UO i EDGE OF ROAD UNLESS OTHERWISE SPECIFIED. INSTALL LOOP DETECTORS IN CENTER OF LANE AND 8' APART UNLESS OTHERWISE SPECIFIED. DISCONNECT SIGNAL FROM EXISTING SIGNAL SYSTEM. ABANDON EXISTING 16/6 PAIR CABLE IN PLACE, IN THE EXISTING 2" R.M.C. BETWEEN INT # 132-132 AND INT # 132-203 ABONDON EXISTING D4A DETECTOR IN THE INSIDE LANE. PROVIDE REVISED CABINET WIRING DIAGAMS CONTACT DIST. I ELECTRICAL SUPERVISOR AT (860) 566-3156 TWO WEEKS PRIOR TO START OF WORK. � nmv, r-*... cr APPROX R.O.W. _ -- _ _ o_ — r APPROX R.U.W. BID SET ONLY I — —I �� t_ _ STALL 1412 �--,� 0 ELEC MHO SNET CB DR D R ` 1 r- Z 18 1 EN SUBMITTED DR. I n ..�...._ ..,:_ - - —•.- n -- 4--• — r ` — -- -- — -- --- OO 01 CONNN D.O.T. HAS 6 OR APPROVAL -- AND IS SUBJECT TO REVISIONS ° paa � _ it �D4C P All. N D2 15 AS MAY BE REQUIRED BY THAT 2 _ SW 14 9 r D2t ♦ III MH 4 16 CZ 0'6 I ® - -- AGENCY. -_ m ELECTRIC UTILITY REPRESENTATIVE: TELEPHONE COMPANY REPRESENTATIVE: � s n NORTHEAST UTILITIES SERVICE COMPANY SNET , 107 SELDON STREET 1441 NORTH COLONY ROAD — 1ST FLOOR BERLIN, CT 06037 MERIDEN, CT 06450 s _ ATTN: STEPHEN KLUBNIK ATTN: SUSAN PADDOCK --I m��� ENGINEERING MANAGER — T&D PROJECTS SUPERVISOR O.N.E. ;0 �, c, (860) 665-2473 (203) 238-5620 no M m 'I �I ,� � m DEVELOPER: ENGINEER: I Z Cri rr, RSK KELLCO F.A. HESKETH & ASSOCIATES, INC. �,� a 1744 ELLINGTON ROAD 6 CREAMERY BROOK li "' SOUTH WINDSOR, CT 06074 EAST GRANBY, CT 06026 W z ATTN: BRUCE KELLEY ATTN: SCOTT HESKETH t; CONSTRUCTION MANAGER TRAFFIC ENGINEER _ (860) 644-8761 (860) 653-8000 r v) u: 'ING DEPARTMENT OF TRANSPORTATION PROJECT TITLE: 3 9/18/02 S.F.H. CONNDOT COMMENTS SPAN POLE INFORMATION �`�`' "NAL��`� �'�r S 3 GA., 12r'X 30', 16"B.C.: 4275 LB LOAD AT YIELD (EXIST) SCALE: 1" =40' 2 7/15 02 S F H. CONNDOT COMMEN _..-r •e5/f S EP 202002 :I T 0�. PROJECT NO •• DRAWING NO.: - o 1 6/17/02 S.F.H. MISC. REVISION NO. DATE INIT. DESCRIPTION DRAWING TITLE: `?SEPN AIERHIT 8 COMPANY TRAFFIC SIGNAL rLNIV JI1CGI •,ALI 7i rti~ 1)1 .•' j ,....Yif". a�Yrw7i'+r+._�,r.v,�,. . n.�-....,- ^-'.+-ter. - _....+,►.•.... --..w........�""....