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02-59P_EXPO DESIGN CENTER_BUCKLAND ROAD_1
E N CENTER 35BUCK AND ROAD •SOUTHWINDSOR's CONNECTICUT DEVELOPMENT TEAM EVERGREEN WALK, LLC 109 ROSE LN. VIRGINIA BEACH, VA. 23451 (757) 422-5566 FUSS & 01NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford CT 06118 (860)568-4030 fax: (860)568-5129 e-mail: alanflb@att.net web: home.att.net/—archfib F.A HESKETH ASSOCIATES - TRAFFIC ENGINEERING F. A. He*eth & Awmdata% Inc. a EAR MAW CY OOM CM a Tr ab edra" • &rwt" P4rriws . Laid c Ard*4*% GREENBERG FARROW ARCHITECTURE 2 V' 4 (fir f, SOU-iH WINDSOR pI.A.NMING DEPT, T1 T1 T ♦ T T1 T7 T T T1 T /1 'T -W Ar 71 -%k T r ff" T1 T ♦ '1 T 11lNAL 1)hVhLUFMENTFLA_N OCTOBER 7, 2C102 STRE"j of M PNCNE GATEWAY DEVELOPMENT ZONE LOCATION MAP SCALE: 1" = 1,000' NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE LIVE SIGNATURE AND SEAL OF THE UNDERSIGNED, JAY J. GILES,P.E. LICENSE NO. 8939 � 4f ca.vy�e 4�'tJ'd < day a 4 c No. e939 p� 41 . ICI 1��1��►:/ SHEET NO. TITLE LATEST REVISION General Information GI.0.1 TITLE SHEET 05/20/03 GI.0.2 KEY MAP 04/15/03 GI.0.3 APPROVAL LETTERS 04/01/03 Civil Site CS.1.1 PLOT PLAN 05/20/03 CS.1.2 LOT LINE REVISION PLAN 04/01/03 CS.1.3 LOT LINE REVISION PLAN 04/01/03 Civil Grading CG.1.1 EXISTING TOPO & BORING PLAN 02/20/03 CG.1.2 TOPOGRAPHIC MAP 05/20/03 CG.1.3 TOPOGRAPHIC MAP 01/30/03 CG.l .4 CONSERVATION PLAN 04/01/03 CG.1.5 CONSERVATION PLAN 01/30/03 CG.1.6 DRAINAGE AREA MAP 02/20/03 CG.5.1 EROSION CONTROL DETAILS 01/14/03 Civil Paving CP.1.1 ROADWAY PLAN & PROFILE 04/01/03 CP.1.2 PAVING MARKINGS & SIGNING PLAN 04/01/03 CP.1.3 TRAFFIC SIGNAL PLAN (BY F.A. HESKETH) 03/14/03 CP.1.4 BUCKLAND ROAD WIDENING PLAN 01/30/03 CP.1.5 BUCKLAND ROAD WIDENING SECTION 11/13/02 Civil Improvements CI.5.1 CONSTRUCTION DETAILS 04/01/03 CI.5.2 CONSTRUCTION DETAILS 04/01/03 CI.5.3 CONSTRUCTION DETAILS 02/20/03 Civil Utilities CU.1.1 LIGHTING PLAN (BY COOPER LIGHTING) 02/20/03 CU.1.2 SEWER PLAN AND PROFILE 01/27/03 !-'T T 1 '2 \I V. 1 .✓ Q V IX ID pT e AT e T.rn UT2 nFi TT P 11L 1 t 1J1\ 1 LLZ1 \ L-11 \ L 1 1\V L. 1JJL 03/ 12/03 CU.5.1 STORM SEWER DETAIL 02/20/03 CU.5.2 SANITARY SEWER DETAILS 10/07/02 CU.5.3 WATER SUPPLY DETAILS 11/13/02 Landscape Planting LP.1.1 LANDSCAPE PLAN (BY INSITE, LLC) 04/01/03 LP.1.2 DETENTION BASIN AREA PLANTING PLAN (BY INSITE, LLC) 02/20/03 LP.5.1 LANDSCAPE DETAILS (BY INSITE, LLC) 02/20/03 PROD. No.: 2000481.X10 DATE: 09/09/02 GLO.1 11 '- 11 9/16" 6'- 0" 1 2'- 0T 7" 0 d- 6'- 5" 27'- 2" - 163 Square Feet T - - a i _ - - - - - - - - - - - - - -, ' AP Q 1 01 C " f J0 54.33 Square Feet ' mw.o - r- - &Me - - W- - 0- -A W - - - - - - M- 00 - AW - fie! - -AL - PMSNINYL COLORS: black background boxes "E" ...(PMS 131 GOLD) ... VT8383 (MATCH 7) GOLD X' ...(PMS 681 VIOLET) ... VT8381 (MATCH 3) VIOLET "P" ...(PMS 399 GREEN) ... VT8382 (MATCH 3) GREEN "O" (PMS 549 BLUE) ... VT8384 (MATCH 4) BLUE black tagline copy 6' EXPO boxes for Front Elevation Not to Scale 13.58 Square Feet 23'- 3 7/16" NOTES: Cabinets are .125 aluminum with 26 gauge galzanized sheet metal framing. "EXPO" copy faces are .150 7328 white polycarbonate sheet with vinyl overlay attached to return with 1 " black Jewel Lite. Return is .063 aluminum pushed through cabinet face. Cabinet is internally illuminated with flourescent lamps. "Design Center" and "A Home Depot Company" copy is .250 flat aluminum. OLLINSSIGNS Na ier Field Road EXated: /09/2 CT-JS2002a ms�san«ro ««b:�trs«i«"°,"c4255 p Dothan, Alabama 36303Revised: MUNINSouth Windsor, Created: 07/09/2002 0 09/06/2002 p«s«„1�°.naxxrliaiwme«a°«o". °"� 334.983-8000Telephone Design s i n Center Connecticut ° ,�°y ,«ai"ll«,,—"�°ea usoa. �o"auc°o. co°cw « °mn"°e o am lash anwll-awvT,°o wofCaMhlf SV, g —J 334.983-1379 Fax Mr a Co" 19M, sgrs, A HOME DEPOT COMPANY ¢°"ce m�u camas° oy m° eerc wroo �� 11 00 C� ©©©a Design center V A HOME DEPOT C O M P A N Y Sign Elevation Date: 5/19/2003 Job No. 99508.01 SCALE 1 ®'=4' FLB Architecture & Planning, Inc. 19 Sliver Lane East Hartford CT 06118 (850)5684080 I= (860)568-M20, o-FL,26�:i1D,@flbarch.com web: ercratibarch.com od U w 9 z 0 Lu ICT U) 2 J w U Z) SIN So• `•; • , ' ,MIC AIN ■ •T.F. 129.25 ■ •17 N . �mimIII� �I J, , L�, "/ I •'__{ • [� `, ,. IliLl�liI _WERELOCATE �iftl ids' � -.,' I �/vl �j , - - — - . - -Z_mmuw�� AW�''�' r ■ . ■ CATCH A . CAP MAIN 9+00 �� ,��1. - - - T o E 8 C 2 1641 r L PP 50 cr OOq C C DEVELOPMENT) ELOPMENT T. F. i 17.00 i 7 00 GAT ALVE " (T ) S S S i % 451 ,18 ) `INV:.-.111.88 `1 >> ) � G II 120� � 1s8 - :* AA 1. .`Iw,,,L.fA4 nn'^,IT -', ---- - - /rI Y' w IZ% ` - V - - , -- L 9 _ A� 11.__ I"ice _ - I IV V. 11 I .00 V V I ,-- ) V O 2 L F'I� ^J " . -_ - -SEWER F - _. P PIPE OR FUTURE �'`` -- - 2 _ G V S_ CB 8 ' 6 � e N •'G S MH-�1 -- OPMEN . _ ) N A CB 2 _ G a S v� P EL T .rt'YPE' "C' -CATCH BAS O - S � i , ,' _ 1 U 2 ; �T.F. 117,75. CB-17 I Q - 1 Jr» E B 24 I _ /' r 1 - ` INV. 144.00 iN- �� 18'-24" CP ��, I II� �' m CP _2 O , R b i G I - IrtV.114.00 OUT �,� S=1.00% { _ LIJ 19 0 % 1� 1� - TYPE „ — — — ■ + 14 l p+Op _i ` - , I '°` — ` - C ' C TC"', A-SiN - 1 1. T FI 120 00 Il — — t ' TYPE "C'_-CAT�GH ASIN•.r �-� - '- �� ;- — — — — — — — 1� II -,' _-T. P ,46--12 CPP- 1 INV:114.64 UT I -- I1 p �� I I T.F. 1.18.90 � •-. i ;; . I /�/I / l// 1 1r . _ \ Q r- �. 5.-1.00q - - /�-`\ ' ` 0 x HANDHOLE TYP - - - f/��` _ I-. INV. 114 18 iN �. _ J : , { } TYPE C i 6 r ��� 3 r3 ^ / \II /' _ INV-114;18 OUT 'j` _ ` / 11. I - =_ _ .'� �� `�� - _ \ / , /` T.F. 129.25 7� I I lSO /,+- MANHOLE 1 - 6 p _ __ a'' I - r ) T F 169 9 I, TYP C CATCH BAS IJ E - i i. - - INV 1 i -�- 25 50 OUT .,,'i� _ I TYPE „C, CATCH -BASIN - T.E. 146.00 TW= 142.0 -1 i INV.161.25 N I, T 14 REAR ' YARD / - , Q. 40'- 15" CPP `,: B -1 0 I i ' -, '-i T.F. 11 `7, _ - -- - - INV. 161.1 OUT I r / _ 5! I 5CJ - 2% INV. 141 0 IN S. I .I - - � INV. 113.44 IN S:I „ �b.. 6 6 INY. 140.70 IN E. I I W I 1 o F % - -�-.-_ _ \ \ \ _1NV. 113;44 IN E: / TYPE C CATCH BASIN / INV 140 UT I I i I '1' :. --- _ _--_---1_"'--___` . , `\ I -; 60 0 i I TYPE "Cj CATCH' BASIN -/ I _ \, / " .. ���- ___0------`-_ -- -= - T.F. 12215 I TW= 148.0 I -- _ - _ _ ` `1 \ `• .\ � INV.113;44 OUT`--, ,� .� r "- Iwn1 aeo cn 11w1 c r I i TVoc �/r' f%ATnLI OACIAI I Tc 4&7 Gn I r% I ,• _ _- ~— 1 _ / /,� ,5 �—,- ` '\ \ - ' / -- /VIIN V. 1 I O.JV IIV J. - '+ ' I I rL V Vr% I %I[ 1 LTr1J11`I — ' I I.F.I VL.OV , ' \ „ r'' _- _ . - - '' ., I• `- TYPE C CATCH BASIN ' I I I 4 k6, _ _, . " /*'/ :/ -- _ ItT' -- - - - , \. � , -�� INV. 11$.50 IN E. j CAP GAS' MAIN T.F. 146.00 I I INV;' 156.95 IN ' _ r X6 P / i' �, /; - h! _ _ I '-- ?--- -- ���z1. - I I T.F. 127.50 , 1 TW 142.d� F 1 �� 1 - % l u, _ r __ INV.118.50 OUT INV.141.65 OUT I I INV,156 85 TOUT _ 1, p ; Bp / , Z,/' jr i =—~ _;f?r�l_I, IC S1k.ED� �_ _ _- \1` 52' 15" CPR INV. 122.85 IN 1 138;C) IX \ i /• 1'i .11 _ �') r��. % . TYPE "C' CATCH BASIN - INV.122.75 OUT I `fW=142.0 I I -- ��{ I I / �l I >l - - - /- � \ T.F. 122.15 \ (� I I BW 138.0(BURiED) I - l' I I ;'�� "I r 1 / ;� G __ I - - I "� r I I I , �' TYPE C CH,' BASIN. TUI , i� ,>I1;;,;'l -,��_ I I I,yh,1 I \'. INV. 118.zs6 IN I/ �, I Yk' c' CA ICH BASIN I I ' ; I I ( I I T,�. 162.3 ! I _ t_��.v�l 1 I `' I STEEL BA ED TIMBI`R' , p1LN�y !_ - I I I o r�--I GUIDE RAI WITH BURIED 9 Q ,r- I I` \ INV.118.86 OUT T.F; ; 126.0 I / I I �. I I I INV.157; 5 OUT I I I BW- t39,;Ort r N ' �'"' 1 INV. 121.85 I N ,1 ! I I I I I I , \Sd 2sa ``. j \ i I 1 I 1 I I11 I i [-� (�; ! �/ ;; TERMINAL ENDS (TYPi) N l o ¢ ¢ I 1 ,, - INV.'121.75 OUT t I / I r I j TW= 142.E ` �� '/ ON -'r - -, - , -��. __ 11 GF.C!JN 0 �� I I / � h!�' !In l I / / ' `V- I 1 '' I n •' � `.-r-. -___� ;_ W I I "�' / CAfO' '81 IR ( f / i / FINISHED 1iVALL: WILL BE BURIED I I ( II'' /1/ 1 ! , f .�-:� - - - 10� \ I `� ! \ 1 I 1 I / / i' / / UNTIL' FINAL Gt�ADI�fG IS CC)MPLETED ! 1 ! .7 1. 11 , j ,l 1 - �; --y - �,:1j -- -- 9 \ �/' �' I ._)--- - I •I I\ \ \ I i 1 1 I ,i ! i ! / / / , I / ( I ' I i l / Ir/l �l / ! /r; I -' , % . �_„r - , -� % -k?1_ - 1111 1 , r , -1 i', _ I 1 �' GAPt_ELECI',CONDUIT 1 /' /` / / a r / I I I '' �-qo. elf I! �li1L�.;� -r� �. ----:.;t.---- dy\ = \\ I ` I I 1 I , / / ' ^'� /' ` / i ' ! i - / 'l� 11 •'r1 \.S. '' -% "�_i ' {+> H-65/s3a I .� 1 I i t I r \ �.%,i =,-- 1 36 \,'(•, �PdD t3�tS OF LD % 1 i / / Z , l 1 yj I � I ! \ , \;, r- - /� r �' 633 \� I 1 i \ I / �- ! I /' / / / / / I ! 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RAIL \ / 1 \ \ - _ l� _ �-� __ ___� -:v � �„� �• /"�_ [p] f I I i",: �2 I I II 1 I I 1 I I I 1 I I I I I I I I '� \ I � I �� 1 I I I l I i 1 1 I I 1 13 02/20/0,3 REVISED DOCK AREA, WALLS, PROOF 0� PARKING AREA \ THERE IS NO 100 YEAR, FL00 - I I -- \-- — •., `� . �> \� _ I I 1 C' 12 _ 02/04/03 ADDED C�L.F. ON 2:1 SLOPE, I 1 ` 1 s) \ \+ \ 1 - - -- I- , \ I\ .r' I ` � / ~ - ? I Il l i(i , , i i i i i li i i i I I , I= _ . r!� \ LIMIT ON THIS SITE. I i 1 \ I \ \. \ -- — - / �' I II I I I I ; I I I I ► I 1 I - __ 11 02/03/d3 REMOVE DECORATIVE WALL (\ I I - \ I {y^����L. \� _ .\ ., I 11 h I I, I I I I 1 I i I [_ I I /\ `.'j ' \ I _ _ z I I I 11 I 1 1 R �a T 10. 01 /30/Q3 172 CONTOUR Afi INTERSECTION - _ \ \ \ 04 \ \ p I (I , I 1 I , 1 1 , I 1 9 '01/27/03 ----REVISED DRAINAGE -.AND ACCESS RD. GRADING v \\ --- j 1 , 1 f ! . I j J` \ \ 1 I I �' f �1 II III ;l. I I I I 1 I I 1 1� II1 1 I 8 1 14 03 REVISED UTILITIES AND GRADING PER TOWN COMMENTS, ADDED WALL AND REVISED SIDEWALK LOCATION AND GRADING SEAL ,.<' •"'- ,' i -\� 1. S - f w �A ' r<-' -- ,' ' S, . ;- SEAL SCALE: FUSS & O'NEILL INC. Consultin En ineers 9 9 1AL: LIADTCnDn Dnnn \IAAIr•UC'CTCD rnnlnlrrTlrl1T nandn ��� I w I InI. I I vIw Iwnv, mr,Iw, IL J I u�, vvLLw I Ivv , vvvTv 860.646.2469 www.FandO.com EVERGREEN WALK, LLC TOPOGRAPHIC MAP PHASE 1- E?Xl'U llES1GN CEN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. 6 12/12/02 --ADDED WETLANDS DISTURBANCE NOTE CHIEF DESIGNER: DRC HORZ.: 111= 40' 5 11/27/02 REVISED DRAINAGE REVIEWED BY: DATE VERT.: 4 11/20/02 REVISED DRAINAGE AND GRADING IN RAIN GARDENS DATUM: 3 11 /13/02 DET. BASIN AND WALL RELOCATION, ASSOCIATED GRADING AND DRAINAGE HORZ.: 2 11/01/02 DET. BASIN AND WALL RELOCATION, ASSOCIATED GRADING AND DRAINAGE VERT.: 1 10/11/02 TEMPORARY DETENTION BASIN AWP 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 CG-1.2 C�7 rh Lu U) 2 8 n1 A4/M RFVISFn STORM TABLE 7 12/31/02 GRAVEL ACCESS ROAD TO BASIN PROD. MANAGER: MMC SEAL SEAL /_. AnIA H/nn nr—,� nwn.�1 /�l ITrw1 , wn�-w 0 IG/ IL/VG REVISED CASS11V VUI rHLLARE—A CHIEF DESIGNER: DRC e4•. ,*' 5 11/27/02 ADDED 20 SCALE INSET, REVISED DRAINAGE TABLE REVIEWED BY: DATE `1... ` �" 'A v°A'���4rrerd,rau►++yi�,: 4 11/20/02 REVISED DRAINAGE 3 11/13/02 DET. BASIN RELOCATION, ASSOCIATED GRADING AND DRAINAGE 2 11 /01 /02 DET. BASIN RELOCATION, ASSOCIATED GRADING AND DRAINAGE 1 10/11/02 TEMPORARY DETENTION BASIN AWP No. DATE DESCRIPTION BY REVISIONS scALE: EVERGREEN WALK, LLC IJ 11R� An � Alel nvr�.. I �• �v - VERT.: DATUM: FUSS & O'NEILL INC. Consulting Engineers TOPOGRAPHIC MAP HORZ.: O VERT : ' 146 HARTFORD ROAD, 8 0 6 6E24T69, CONNECTICUT 06040 PHASE n i� o EXPO l�DO DESIGN CENTER 40 20 0 40 �L�� �L. GRAPHIC SCALE www.FandO.com 35 BUCKLAND ROAD SOUTH WINDSOR, CT. PROJ. 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" I 1\ � t it . . 1i . .. -, / V*� \ _�_* - --- .. - _�� _" I �_;` lil� . � �l � 11 . 1/1711- 3 PHASE 1 - -, r' � I \ 19,14 1-�a 'I 1. , �.. � \ *k-J' , - I I "I ,I ! , � �� . 0 REVISED NW PARKING \ .4." * ,, \ kL) i I " 1 n , ,_ fry ,��.' 9,.- " I ���� % c � � r � � � \ `_ ., I - , 0 - *% [ - ? _` , /20' _. OF OF PARKING� AREA, --,- 1 4A �-\ , � I . * 30. , _ I I - - __ s A �_:, , - (A ��* ;z I \� '� 7�1 - " 11, tr - 'I " i�t � � \ / I lijf i 10 � 12 Q9 \ immmNb� rill I ---' a I , " I � K \ m I . -- 7 01/30/03 172 CONTOUR AT INTERSECTION mmc SEAL , � . I I , "��, . , P" \,7, 11-k I I °, - ") ��!� \ j '� I 6I1J, - -< I _1 "I1:I ' I , " 3 - 11� z , I '. ;, 7 ,1 I I I . SEAL SCALE: ___ ' OFUSS&ONEILL IINC. Consulting Engineers 3 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 11 www.FandO.com EVERGREEN WALK, LLC CONSERVATION PLAN =2. PHASE EXPO DESIGN CENTER I 35 BUCKLAND ROAD . I SOUTH WINDSOR, CT. 6 1/14/03 ADDED SOIL TYPES CHIEF DESIGNER: DRC HORZ.: 1"= 40' . 1 5 12/31/02 REVISED SILT FENCE AROUND NEW WALL REVIEWED BY: DATE VERT.: 4 , 12/02/02 ADDED BERM AND SILT FENCE I JJG 10/11/02 DATUM: .. 3 11/ 0102 REVISED EROSION CONTROL MEASURES HORZ: 11/01/02 RELOCATE DET. BASIN, ADDED ERO MEASURES VERT.: 1. 10/11102 DETENTION RELOCATION JJG I 40 20 10 40 No. I DATE I DESCRIPTION I BY 1 REVISIONS GRAPHIC SCALE I PROJ. No.: 00-481-X10 � I DATE: 10/07/02 1 CGOL11 . u 11 \ �111\`1 I`I ! I ,---J I i ► ► I ► ► f lid (II IIII /i/���.��.�-,. o°off ! % /`^\ � �' ! ; Ir/ //// //// // / //� J�II IStI �l�t 1 \� � l r I af�gv,H / -�_ n• 1 I ► \ � � V°` B�°� N�°° !I I ` `\\t l lI �I11'I II 1 \ \ t t l 0�/ \~ J ��SrJJ>>'i 2 ING DATA: BUCKLAND ROAD GATEWAY DEVELOPMENT ZONE I REQUIRED I PROPOSED MINIMUM LOT SIZE MINIMUM LOT FRONTAGE MINIMUM LOT DEPTH MINIMUM FRONT SETBACK MINIMUM REAR SETBACK MINIMUM SIDE SETBACK BUILDING SIZE, GFA MAXIMUM STORIES MAXIMUM BUILDING HEIGHT MAXIMUM LOT COVERAGE NUMBER OF PARKING SPACES 3.0 ACRES 11.04 ACRES 200 FEET 454.44 FEET 200 FEET 781.67 FEET 65 FEET 189 FEET 10 FEET 146 FEET 25 FEET 69 FEET 90,250 SQ. FEET 4 STORIES 1 STORY 60 FEET 55 FEET 60 % 2.3 % * 452 SPACES 358 SPACES ** 30 SPACES, PROOF 388 TOTAL v MINIMUM LANDSCAPED AREA I 10 % 12 IN PAR6CINC_ I nT 1 * INCLUDES EXPO, AND INTIRE EVERGREEN WALK PROPERTY. **IN ORDER TO KEEP THE INCREASE IN STORMWATER RUN OFF TO A MINIMUM, A REDUCTION IN THE NUMBER OF PARKING SPACES TO BE PROVIDED AND CONSTRUCTED IS REQUESTED IN ACCORDANCE WITH SECTIM XIII, PARAGRAPH 13.4.1 OF THE ZONING REGULATIONS. t \ �..._- -'��� I � _- � � � / �.✓' � / � / // / \\` .\ \\� k61t'I _ V ( I I t � t � 1� I 1 /// / �� � •oo 6 T I i Ij \�J I I it lA�1// J W N �� a 1 � r � `�-- ,��J! I IIII' fI ' 1►� �� ao z� 2X° W I/ I I ��II�IIIhIII ' r �i N °- W N l ocsp 5p zdt> �a nNa Er D S/G C� 111 t` IIII 1 1 ( II'If I� I 1 /II iQ-� /- 9 .F.734. I(iI.I,II 1 1 I iO' ��N �W(/ . o IJ 1 �► S� E) -' I 1 t A do w 0 9 WA LEGEND 3.0 ACRES 11.04 ACRES 200 FEET 454.44 FEET 200 FEET 781.67 FEET 65 FEET 189 FEET 10 FEET 146 FEET 25 FEET 69 FEET 90,250 SQ. FEET 4 STORIES 1 STORY 60 FEET 55 FEET 60 % 2.3 % * 452 SPACES 358 SPACES ** 30 SPACES, PROOF 388 TOTAL v MINIMUM LANDSCAPED AREA I 10 % 12 IN PAR6CINC_ I nT 1 * INCLUDES EXPO, AND INTIRE EVERGREEN WALK PROPERTY. **IN ORDER TO KEEP THE INCREASE IN STORMWATER RUN OFF TO A MINIMUM, A REDUCTION IN THE NUMBER OF PARKING SPACES TO BE PROVIDED AND CONSTRUCTED IS REQUESTED IN ACCORDANCE WITH SECTIM XIII, PARAGRAPH 13.4.1 OF THE ZONING REGULATIONS. t \ �..._- -'��� I � _- � � � / �.✓' � / � / // / \\` .\ \\� k61t'I _ V ( I I t � t � 1� I 1 /// / �� � •oo 6 T I i Ij \�J I I it lA�1// J W N �� a 1 � r � `�-- ,��J! I IIII' fI ' 1►� �� ao z� 2X° W I/ I I ��II�IIIhIII ' r �i N °- W N l ocsp 5p zdt> �a nNa Er D S/G C� 111 t` IIII 1 1 ( II'If I� I 1 /II iQ-� /- 9 .F.734. I(iI.I,II 1 1 I iO' ��N �W(/ . o IJ 1 �► S� E) -' I 1 t A do w 0 9 WA LEGEND MINIMUM LANDSCAPED AREA I 10 % 12 IN PAR6CINC_ I nT 1 * INCLUDES EXPO, AND INTIRE EVERGREEN WALK PROPERTY. **IN ORDER TO KEEP THE INCREASE IN STORMWATER RUN OFF TO A MINIMUM, A REDUCTION IN THE NUMBER OF PARKING SPACES TO BE PROVIDED AND CONSTRUCTED IS REQUESTED IN ACCORDANCE WITH SECTIM XIII, PARAGRAPH 13.4.1 OF THE ZONING REGULATIONS. t \ �..._- -'��� I � _- � � � / �.✓' � / � / // / \\` .\ \\� k61t'I _ V ( I I t � t � 1� I 1 /// / �� � •oo 6 T I i Ij \�J I I it lA�1// J W N �� a 1 � r � `�-- ,��J! I IIII' fI ' 1►� �� ao z� 2X° W I/ I I ��II�IIIhIII ' r �i N °- W N l ocsp 5p zdt> �a nNa Er D S/G C� 111 t` IIII 1 1 ( II'If I� I 1 /II iQ-� /- 9 .F.734. I(iI.I,II 1 1 I iO' ��N �W(/ . o IJ 1 �► S� E) -' I 1 t A do w 0 9 WA LEGEND EXISTING CONTOURS PROPOSED CONTOURS EXISTING TREE LINE PROPOSED CLEARING LIMIT (APPROX.) CONSTRUCTION HAUL ROUTE - - PROPERTY LINE S PROPOSED SANITARY SEWER LINE T PROPOSED TELEPHONE LINE W PROPOSED WATER MAIN G PROPOSED GAS MAIN E PROPOSED ELECTRICAL SERVICE PROPOSED TYPE "C-L" CATCH BASIN PROPOSED TYPE "C" CATCH BASIN PROPOSED CURB Q PROPOSED STORM MANHOLE O PROPOSED STORM MANHOLE PROPOSED STORM DRAIN ® PROPOSED SANITARY MANHOLE -• PROPOSED HYDRANT PROPOSED BITUMINOUS CURB A A PROPOSED RETAINING WALL EXISTING DECIDUOUS TREE EXISTING EVERGREEN TREE �> EXISTING UTILITY POLE Owc EXISTING WATER GATE VALVE 0 EXISTING TELEPHONE MANHOLE EXISTING HYDRANT ❑� EXISTING CATCH BASIN EXISTING SANITARY MANHOLE UD EXISTING STORM MANHOLE S - - EXISTING SANITARY SEWER LINE T EXISTING TELEPHONE LINE W ---- EXISTING WATER MAIN -- EXISTING GAS MAIN E ---- EXISTING ELECTRICAL SERVICE TO YVIIVI LIIVIE ♦- YY/LTIJMllulS PROPOSED EROSION CONTROL MAT PROPOSED CONCRETE WALK PROPOSED GUARD RAIL X PROPOSED FENCE SF PROPOSED SILT FENCE PROPOSED HAY BALES PROJ. MANAGER: SEAL SEAL SCALE: o FUSS 6HARTFOORD ROAD, MANCHC. Consulting CONNECgCUTn06040ers � sso.s4s.z4ss www.FandO.com EVERGREEN WALK LLC KEY MAP EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. CHIEF DESIGNER: HORZ.: 1"=200' 5. 04/15/03 REVISED DATA TABLE REVIEWED BY: DATE VERT.: 4 04/01/03 REVISED PARKING DATUM: ISED PARKING COUNT VAREA HORZ.: 2. 02/20/03 REVISED SCALE, SHOWN AND PARKING COUNT VERT.. 1. 11/20/02 REVISED TABLE 200 100 0 200 E � � No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 G1.0.2 r` 0 L0 C3 6 rn a> m U w R�Sol %;�� w 1540 SULLIVAN AVENUE « SOUTH WINDSOR, CT 06074 ' July 30 o, Qf)x.01103 • TELEPHONE (860) 644.251.1. FI-B Architecture & Planning 19 Silver Lane East Hartford, C T Chit 18 Attit: Alan I.Arrison leis: Expo Design Center 1 vei•gree n'Valk, Soufn Wi6d ior; CT Dear lair, Lanlww The South Witidsor Water Pollution Control ,Authority, at its special meeting of July 22, 2003, gave approval for the Connection to the Town's sewerage system of a commercial building located on Buckland Road, as more specifically showit oil plans entitled "Yopographic Map — Expo Design Center" prepared by Fuss & O'Neill, Inc., Project No. 00-481-XIO, Drawing No(s)CGY.1.2 dated 1t1-t37-02, revised 10-1-02, 11- 01-02, 1 I-13-02, 1I-20-€12,11-27-U2,12-12-t12, and 12-31-07, and subject as the following conditions. I . Safe practices and procedures be instituted to ensure the protection against pollution, including the comideration of'the "General Guidelines on Development of Former Agricultural Properties", dated March,199!1, and any other guidelines that would apply to this project. 2. 'file Town to be named owner of the main sewer lines in those roads described by the stations of The as yet unnamed streets, 3. Proper easements .in favor of the Town must be obtained, reviewed and approved by the Town Attorney, 4. Technical approval of the Tov n.1ngineering Department, 5. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary server line was installed in substantial conformance with the design plans previously approved by tho Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. i W"z wroval.'tetteir "lust be supQrimpoa,ed oil the final apprescal plaits, fiery truly yours, ................ li J. Carino, Chairman Water Pollution Control Authority JJC:dd Cc: Matthew Galligan, '£`own Manager Michael J. Gantick, Director of Public Works Jeff. Doolittle, Town Engineer Marcia Banach, Director of Planning John Collins, Chief Building Inspector pver(rreen Walk, LIX Fuss R O'Neill, Inc, 4 •,. �t t gi w C"y.w ivir n A,t 3 n ;s „w L.' FYi.ST.l FJ March 7, 2003 Mr. Alan Latrfwn FL.B Architecture & ,Planning,. Inc.. 19 Silver Lane:. East 1-lartford, CT M 118 Deal- Mr. Uunson: 1540 SULLIVAN AVON-10.: 0 SOUTH WINDSOR, CT 06074 TEI.tTttONE (60) 644,2511 Re: Appl #02-59P, Expo Design Center We are Pleased to advise you than the Plannnint; & 7011iing C.Llmtnis,%ion vcste:d on 1.'e bruary 2K, 20Ui, tent a crave with rric dilicatiLituS they a1x>ve rtYfercncc i aislilic atic}tt fcir zi Slte Plan of Developri eat, ` 11is approval is R r the construction of 90 250 square foot retail building on property located on tite west side of Buckland Road, north of Striith Street, Cif. Zone as shown on plans prepared by buss & O'Neill, Job Nei, 200048l .X 10 dated 90102, as revised. This approval is subject to the following mo(lificaticitls: 1. Prior to commencement of any site work, a inecting, must be held with Town Shelf: 2. No building permit will fie tssuml until the final myltas have been filed in the own Clerk's office, 3. This application is subject to the conditions of approval of the Inland Wetlands .AgencyrC''onscrvaticin C"csatittti s�sion, itielttding a bond in the tattiount of S20,(X)€? for c rO� Sion and sediment uintrol, and a bond in the 91110ttnt (if $50,000 for installation and ", ablishmer°nt of itormwater structures. The slortilwater bond will be held for thresh growing seatsoris, 4. Ali ants -built plali iS required prior toe issuance of a C:'crti ixcatc t>f Ocriupanry per Section S. I.1€1 of the Zoning Rs:gulati€?tts, S. A landscape hand in the amount of S30010 is required and roust besubmitted prior to filing of mylau s. 6, All plans used in the field by the developer must hear the stamp and authorized signature of'the'lowti cif South Windsor, 7. This approval ducts not constitute. apprtisval Of the saartatary :sewer, Which can only be granted by dw eater Pes11€1tion Control Authority. C O.,tM }t• r_ - .4 1540 SULUVAN AVENUE • SOUTH MNOSOR. CONN. Dso74 AREA CODE SW 1644-251 t RECEI 1"ebruat'y 27, 2003 " . Certified #70001670000775520290 1 -MAR ` FLB Architecture & Planning Attn: Alan Lamson 19 Silver Lane East 1-tartfonL CT 06118 RE: AppL # 02-59P -- Expo Design Cuter —westerly of Buckland Road, and [northerly of Smith Street, GD, Gateway Development zone Dear Mr. Lamson: At the Febnu y 19, 2003 regular mecting, the Inland Wetlands Agency/Conservation Commission approved with conditions application #02-59P — Expo Design Center -- Buckland }toad —Inland NVetland/Conservation Commission application to construct a retail building, parking lots, stotmwater structures, and associated improvements on property located westerly of Buckland Road, and northerly of Smith Street, GD, gateway Development zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Win ctor anainsal any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on February 19, 2009. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plants. 6. The rain gardens shall b-- constme to d with the supervision and installation approved by Dr. Clatusen, 8. Ifa Staate'' l ra€flic C."ommissit>n Partial opening sLrtiftcfitc is rL`'cluire:ri, no Building jse.^uits will be issued until the certificate has been iZued (per CGS 14-311), el. The huildintl strut: number must be included on the final plan. I ()- 'bite T0tvn l cif inecnr's review comments dated 2.25e200.1 must be aaddre.-ssed to the° T,� wri Engincvr's satisfaction. 11. No out.dtxsr storage is pertniilcd in the Gaatew'aty I/Ame. per Section 5,8.6.c.l .g. All business, servicing, €tndior processing must be done inside the building, per Scc;tion 4.8.6,c, Le 12, A reduction € f 64 parkfng spaces is granted in accordance %e,ith the provisions of Section 13A.1. 11 'File adetltlacy Of rxmf serccning will ice. reviewed prior to 9esnting Of a Cc niCcate of Orerupant cy. If the proposed and approved roof screening is not adequate to strbitantiatlly screw the flat rroof"antd resraf )iitrdwatre during all seasons, the applicant must provide; to the Commission a plan for additional scree-itilig. The Commission may rewire additional surety to guarantee that any additional screening is implenientcxl. 14, Sciection of plaint materials must be performed by the ;site's Landscape Architect, ^Me Landscape Architect anust also vc;rify in waiting. to Tow -a staff that landscaping was installed in accordance with the arpprovcxI plan pricer to release of the landscaping trend. l 5, 'l"hc bcyrm along Stirtith Street in usl be. constructed prior to Cause UCtion of the building. Landscaping on the berm insist be installed during the first planting; se.-ason afie,>r comstruction of the berm is completed, A C'.0, will NoT ben granted if the 4-rrn latid&waping has not been installed or was not installed during a proper planting season, 16, front pins are required on lot cx:,mers. 17 using-me4 t:,v . w:e`...,.... ,.,.e I......_t_._e ... _ .s --. - .....t,�> .;wu..:,eE.wea:bc {4Fuyt trG s..� &JVUJaJt J &1; a percentage. 01 the entire .S,sttC, The Calculation must be in+ClUtfi'i) can :sheet CS 1. 1, which wilI be filed in the "Fow�n Clerk's officc. 18, The shopping, cart management plan submitted by tine applicant must be implemented and adhered to, in aiccOrdance with Secdon 5.8.6c..2>f: l t1. Applicant must provide a durable educational plaque at one of tile: rain gardens, describing its purlxssc and environmental functions, 20, Parking spaces m€i:st be hairpir.-striped in accordance with Section 5.8,6.d(c). 21, Any eascrilunts required for lc>a.action oftxaffic c(sntresl equipment or other purpose most be shown on the plains. 22, Two stoaic wall sections, one at the south end otthe site: and one; at the north end, must be incorporated into the plans. The; northerly wall will extend from the: Evergreen Walk entrance south to approximately the nsrthoa st comer of"the building, An Expo sips£ may be incorporated into the southerly stone wall. the sifin is not to exceed 8 fect in height. The f ec-standing; sigi shown on the cutTent plan 65 feet trench the intersection of'Buckland Road and the Evergreen access drive is to be eliminated f`rotti (tic plans. Expo Desilpi Center February 27, 2003 Paige: 2 '. A bond in tile amount of $20,000 shall be submitted to the; Planning & 7,oning C`oMmission to ensure compliance with the Erosion and Sedimentation Control. S. A bond in the Mount of S50,000 .shall be submitted to the Planning. & Zoning C'craattittsstotl to ensure installation and establishment eat of stormwater :structures. The :stormwater bond shall be held for three growing; seasons. f1. Perrnittec shall establish a system to ittonitor and report on the; eff(T-tivellesa of the sturniwater system. At a Minimum, the Monitoring shall de~tcTmine the effbetivc-ness of the Latin gardens, the swaale, and the detention basin. Parameters to be illonitored shall inclu;de, but not he limited to, the effectiveness of infiltration, peak flow Lontrol, removal of suspended solids, removal of'petroleum hydrocarbons, removal of metals, and the ar:c lnulation of transport of tnetals and hydrocaarbom in the. soil. 10. The mori loring pruwaam shall start approxitaaatc;ly at the time the business opens. A soil l>a.serlli.ne; shall be taken at that time. A preliminary report shall be issued after one (1) year of monitoring and a€. final report after three (3) years of monitoring. 11. The program plan shall be reviewed and aa1sprovtx1 by the Town Wetlands staff f' prior to i£tiplcmentation. '11c followiuig are suggested items and locations to be monitored: Rain fall flow rate total rain 1411 quantity ltslet to attyrrnstoai�,resrct�ast ........ ,......,f,,,...,:.: ta;f.,oct sysxx E■ a,.s a,,axa,;; total qurtntrity flow rate total petroleum hydromirhons total suwspi:nded solids; inctals Exit of sivatlelentrance to basin total quantity flow rate total petroleurn hydrocarbons metals 23, 'lte 3V maple, north of the Evil rgmcn Walk access drive mw( he protected during construction to the satisfaction of Town staff. Black and while transparent mylaraa OfSheet Numbers CS I < I and e.t.a 1.3 with the above modifications, together with three blueprint copies of the: Cmire sett of Plans Must besubmitted to this Commission withiaa 3t) da yN to be stamped and signed. 'Me letters of approval Of this Commission a.s well Res the Ireland Wetlands f��.%�iiclts�(jrt`>t'Gi'4r'atiiT �R41t'rttYti5;51['i�t tt2t�c:t tsN rt�3'trrt�l;trE=at rxz i'tt,� s,�x.lnrr After tilt;: rnylam have been :signed by the Ct mansion, they will he returned to you fcir tiling in the office cif tile: Town Clerk. After filing these plaits, a (:e)py of the rcc€jipt must lee submittedi to the Plarming Department. Sincerely, Kevin McCann, Cliatirrrwn Planning and 7Aning Cvminissfon IC.McG kah cc: J own Engineer Chief Buildingofficial ANwssor Superintendent of Pollution Control Fire Marshall Expo, Design Center February 27. 2003 Paige 3 Exit ofbasin total quantity now rate total petroleurn hydrocarbons total suspended solids metals Very truly Yours, INLAND WETLANDS AC; ENCY'/ CC1,NSI: RVA'1ION COMMISSION n Carol fief er, acx;retrar:N CIL& cc: GhicrRuildiangOf"ficial Tt>wn Engineer Evergreen Walk. L.L.C, PROJ. MANAGER: SEAL ,sEA �pQ° �o�` J d, ' 1 p O 90 o. 1046 I °��nctrnatcaseee"" I SCALE: FUSS & ®NEILL INC. Consulting Engineers 146 HARTFORD ROAD, 860 646.2469, CONNECTICUT 06040 EVERGREEN WALK LLC � _ AP�'�OVAL LET EIS EXPO DESIGIV CENTER -- - -- - ROAD SOUTH WINDSORwww.FandO.com 35 �UCKLAN® CHIEF DESIGNER: � HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: VERT.: 1. 08/07/03 ADDED WPCA APPROVAL LETTER No. DATE DESCRIPTION BY REVISIONS r GRAPHIC SCALE ® PROJ. No.: 00-481-XlO DATE: 04/01 /03 1 v NEW, ti O 1-t U) LLI U) 2 8 1 /30/03 SIGN LOCATION 7 1 /27/03 CURB NOTE, EXTEND ISLAND ACCESS RD., REMOVE 26 PROOF SPACES PROJ. MANAGER: MMC SEAL . '"a" `' SEAL SCALE: EVERGREEN WALK LLC 6 11'14/03 REVISED CURB, AND CONCRTET PAVEMENT CHIEF DESIGNER: DRC . v' " ' ' ry � ^ �... HORZ.: 1" = 40' rrWifth.,T�'T TC C RT IhT�TRTT T TAT(' r _ 1 .�vu �, v 1\Lll/L 11\�. l"UILJULGL/Ly L' /LyL/Lee/J ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 PLOT PLAN PHASE I DESIGN CENTER 5 12/31/02 REVISED WALL AND SIDEWALK LOCATION DRC REVIEWED BY: DATE VERT.: 4 11 /20IO2 DDED PROOF PARKING, CHANGED GUIDE RAIL, MOVE BLDG. POST, ADDED DIM'JJG 10/11 /02 DATUM: 3. 11/'13/02 REV. WALL AND STRIPING HORZ.: 2. 11/01/02 WALL LOCATION AND ADDED DIM. VERT.: `.;j�eY 11y,��4,';• ly}'/Olililliiiii 860.646.2469 www.FandO.com -EXPO 35 BUCKLAND ROAD SOUTH WINDSOR, CT. 1. 10/11 /02 STREETLIN E JJG 40 20 0 40 i � � No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 END B.C.L.C. 0 n r- 0o 0 II STAMPED CONCRETE 11+00 u2 ISLAND 1 +00 9+00 END B.C.L.C. END CONCRETE CURB I COLORED STAMPED CONCf�ETE STEEL BACKED TIMBERSTAMPED CONCRETE GUIDE RAIL (TYP.) CROSSWALK. USE ISLAND ISLAND STAMP PATTERN EXPANSION JT. (TYP.) -� ■-■■ am M-12 Runs .... -- - - .. ....... ---••--....START CONCRETE CURB► r■■.ru..rnu■rrr■r..rr■■orr■n usno■•• ---•----- t1 .�■noman 17, E 30" MAPLE TO REMAIN 17 16' 2 4' CONCRETE WALK 2' SNOW SHELF ct� + H D B GI ON R JCUiR i BEGIN CONCRE C R 28 21 � 10' REAR YARD } �� I R=4' CO 10' (TYP.) N SEGMENTAL MASONAR'I \� 9 WALK RETAINING WALL ❑ (COLOR TO MATCH BUILDING s, (�.) , Li R=2' N \ i /• RELOCATE POLE REMOCE EXISTING SPAN POLE, HANDHOLE AND CONTROLLER, SEE SHEET CP.1.3 FOR NEW LOCATIONS RELOCATE WALL / PROPOSED ROAD WIDENING BEGIN B.C.L.C. JLOCATE SIGNAL, SPEAND CONTROLLE - SHEET CP-1,:3 OR NEW SIGNAL LOCATIONS ELOCATE F- YDRANT ELOCATED HYDRANT--_�_��� MATCH EXISTING C - 19, (�) WA�4 i I _ STRIP _ ❑ � BEGIN B.C.L.C. , ° _--_�! 62 62' �S 7 20' 19' FUTURE 11 w \ 62 24 20, 62, ' STREETLINE / EXIS NG 2ss I , 6210 _ STR TLINE / ! 0 N\Sd _ co Q \ CONCRETE CURB 4 ALK CONCRETE o �/! N �\ I 14 05/20/03 REVISED DECORATIVE WALL AND SIGN LOCATION 13 04/01/03 REVISED NW PARKING AND ISLANDS 12 03/12/03 REVISED HC PARKING, NW PARKING AND WALK, WALL AND GUIDE RAIL 11 02/20/03 REVISED SIGN LOC., REMOVE C.L.F., PROOF OF PRKNG AREA 10 02/04/03 ADDED C.L.F ON 2:1 SLOPE 9 /02/03/0� —:RE VIE DECORATIVE WALL 0 1 /zn /nz cInA1 I nnA TlnAI H-65/634 T,P RE I ( ) 27 FU 18 �\ � � / S EETLINE � /! R= 0, \ 28 0 AND TO BE \ I 2828 / EEDED TO THE !/ 24 OWN OF SOU \ EXIT C N O ° / NDSOR 1 o LAN D SC PE T`t 1 FRONT ENTRa nir•c ►� l l: i r I r �/ �� I I (TYP. / / /CONCRETE SIDEWALK FLUSH P WLLDE ORATIVE I-2/644 AVEME T / ti "I I SE G M N T A LM A S 0 N RRETNING WALL Y •ti- ,. LAND SCAPE S C A E I ! / / / 1 90 21(C0LORT0MATCH BUILDING) 3-0,, 21 / / 11523 R=2' t.. f TRANSITIO (TYP.) Q ! 1 I CURB Q 1 i I CONCRETE CURB (TYP. CONCRETE CURB ( TYP. / , � ELOCATED •1- /643 ',I I ) l ;,. POLE 111 � I ii 5 � E ' -.►J C ti z O O — /<; / ♦ m Q 10 i U /` �O i� 642 - I � EXPO DESIGN , Z � , W � CENTS 00 l� 3' BIT. ALK R Q - SEGMENT ENT L SONARY ' I I Y 90 25 I CO RETAI IN WALL cn STEEL B K TIMBE z , c� 0 SQ. FT. I') ( LO AT DING , 1 u 5 BU FER I I Q C �.. N ) 2 1 GUIDER I (TYP.)I� I! �, - Jr- A. Ism. VV I; I o / 146 I 24 � / 1 I , I--� 124 ! 2 � 10, ° 50'-0" I 1 11 I ❑ I `' RELO ATE D 11 I 0 POLE 11 10' REAR YARD o 15' o 11 85' I .,. I 11 I 440'-p" 155' _ ' 9 L �`' 10 1 4' 1 -V cp 1-10/640 I I - Y I DECORA IVE 1 D L — o ¢ ' ` s• WALL 1 C I r — — — w PAVED SEGMENTAL MASONARY I RO NG 11 ED WALKWAY/ PATH "po(COLOR TO RETAINING MATCH BUILDING) 5 SETBACK ^ I 1 to, CD \ N 1 20' R. 1 -12/639 \ --EaX DESIGN ° 11 CENTER SIGN Icb o 11 / 20' R. - 1-17EN /636START \ to i II �0 II _ I // --- i I --- — / — — II N FUTURE —t— --- -- ---_°----------- — — — !, ....-H o— �TR��TLit, r �` IS -------------- + LC TRENCH DRAIN 11 �: lla ll� � lls z III 11 /i 70 J II II � D I< 0 fT I m O � z M II O II m o II N IC'o III I� �� a III I OTE: II I o T COVERAGE AS A PRES t'�G OF n'rAI r\TMf1Mr-rAl IA,AI 1/ nn'. TrnTV V I/1L GVCICVf[CCIV "ML1\ P-R' j, GR T z 2.3% Ili I I II I 7 1 /27/03 CURB NOTE, EXTEND ISLAND ACCESS RD., REMOVE 26 PROOF SPACES PROJ. MANAGER: MMC SEAL r} ��.4a,2""Zcar SEAL SCALE: EVERGREEN WALK, LLC 6 1/14/03 REVISED CURB, AND CONCRTET PAVEMENT CHIEF DESIGNER: DRCf HORZ.: 1" = 40' 5 12/31/02 REVISED WALL AND SIDEWALK LOCATION DRC REVIEWED BY: DATE J. 0_ � 1P '�� �� { ' a► FUSS & O NEILL INC. Consulting Engineers PLOT PLAN 4 11 /20/02 DDED PROOF PARKING, CHANGED GUIDE RAIL, MOVE BLDG. POST, ADDED DI JJG 10/11 /02 DATUM: 3. 11/13/02 REV. WALL AND STRIPING s_ � 39 ;' ��a'�£r'I;Tfl'l HORz.: V 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 � 860.646.2469 EXPO DESIGN CENTER 2. 11/01/02 WALL LOCATION AND ADDED DIM. VERT.: 1. 10/11/02 STREETLINE JJG Ir'e,; F 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE www.FandO.com 35 BUCKLAND ROAD SOUTH WINDSOR, CT. PROJ. No.: 00-481-X10 DATE: 10/07/02 m O C:) U) LLI U) I ----- -- PROJ. MANAGER: JJG -- SEAL SEAL SURVEY NODES: 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. SCALE: EVERGREEN �J���v ��,� , 7 LOT LO LINE REVISION CHIEF DESIGNER: DRC HORZ.: 1' = 100 REVIEWED BY: DATE VERT.: ` + THE TYPE OF SURVEY PERFORMED IS A BOUNDARY, AND IS INTENDED TO DEPICT THE POSITION OF THE0 DATUM: �� T FUSS SS �� ®'NEILL INC. Consulting Engineers ll 1 �I 1L� r-_: :'•- < BOUNDARIES WITH RESPECT TO ALL MONUMENTATION FOUND, STRUCTURES, VISIBLE UTILITIES, ROADW AND CONTOURS. BOUNDARY DETERMINATION IS BASED ON A DEPENDENT RESURVEY. THIS LA CONFORMS TO HORIZONTAL ACCURA Y CLASS A-2. HORZ.: NAD 83 ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 EXPO DESIGN CENTER VERT.: N/A 1. 04/01/03 ADDED PIN NOTE ,: ` '9r �'k'l �' 100 50 0 - 100 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE www.FandO.com 35 BUCKLAND ROAD SOUTH WINDSOR, CT, 11 II II II II LAWRENCE R. GEISSLER. JR. (!S V2327 I I 1 11 PROJ. No.: 00-481-X10 DATE: 10/07/02 c S - 1 -2-21 m I— C) 0 v U) w U) J O U Fm W 70'58'46" W 6.40' 106 O N N V) W d- 0, SIN Z 3 S�S��0 I —� 961.00, N67°00' 5,,W— — �-- 556.08' N68'1_� W .,�. N 70'16'43" W 520.00' co c `n o ev 3 co w j-, - 2 U. O N � // { O N 70'37'13" W 276.73' N\F BRADFORD L. WRIGHT VOL 849 PG 48 251 N\F BRADFORD L. WRIGHT VOL 394 DC 206 12,35-1 z o � O C-D_a O � 67'16'13" E &N RANDINH G THONHNNGU EN VOL 833 PG 55 207 0 z 0 N a ps - POINT OF BEGINNING F REVISED SECOND PIECE N O V 7 Q O O Q Q REVISED SECOND PIECE � oz �' 00 3,243,451 SQ. FT. o W 74.459 ACRES I z- 1:�1 0 893.00' W � � cl °'0) ` o N � Z ` 11` Ss9ti�1S'E MATC H ILI N E SHEET 1 i� d- L 0 ps I I W % o S6�'03 ` E REVISED SECOND PIECE = I� 31` � PIN TO BE SET ON ALL — 565.62' — ING OF POINT EVIS�D THIRDPIECEIRON — — —4�:-�-: PROPERTY CORNERS WHERE THERE — _ S76'23'10"E S61- FORMER SECOND P ARE NO EXISTING MONUMENTS _ 3 S,, _ S62 47 45�, 0' o p p - -- - -- (TYP.) 51 1� E I 0 Q PROJ. MANAGER: JJG SCAL SEAL ,�: , co i It � � s � .^ Z No ll' ;' eY.�' ; SURVEY NOTES: 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY PERFORMED IS A BOUNDARY, AND IS INTENDED TO DEPICT THE POSITION S, THE BOUNDARIES WITH RESPECT TO ALL MONUMENTATION FOUND, STRUCTURES, VISIBLE UTILITIES, ROADWAYS, AND CONTOURS. BOUNDARY DETERMINATION IS BASED ON A DEPENDENT RESURVEY. THIS L N CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. A, R „ _ � �-L LAWRENCE R. GEISSLER, �R. LS 1232 SCALE: FUSS & O'NEILL INC. Consulting Engineers O 3i 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC LOT LINE REVISION EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. CHIEF DESIGNER: DRC HORZ.: 1" - 100' REVIEWED BY: DATE VERT.: DATUM: HORZ.: NAD 83 VERT.: N/A 1. 04/0'i/03 ADDED PIN NOTE 100 50 0 100 1 No. DATE DESCRIPTION BY REVISIONS c- GRAPHIC .SCALE 111 i .17. nn .7 77 r-muo. ow.. VU-1+0 1-A I DATE: 10/07/02 CS-1. 17") ■ C) X m ry 0 3: 66 0 D GRO"D ORSQURED' 24.4 X- . ....... ... E!z 125.3 . . ... .... . . � ;;:� � , ! !:! , ! � �!! I -�==�:ei r 6.3 x N 0) 126., x 157.8 x J 1 125.3 x B-26 111'�v B-23 7 If B-21, 7 L2 x 3-19 j B-1l 3 14/ GRO6ND OB CURED If x 17/.3 172.3 170.9 Q 171.4 11Z F If 14A 171.4 16-- x 1 29.1 4.1 x 6 x If 00\, B 268 2)/ I O�A 24 Lu 'GROUr4D"6_6`SiQ4.FEa BRUSI- -22 Ab B-20 Av. L18 ..... . . . .... If fill. x 1lq 9 630 1 If H-:95/ UNO 1 C�RE� If If If I 0 If cp I w 04 1% 1 01 CD 7 .9 0') 7�2 C51 41- C) Fri` 125.3 B4J5 x 127.0 j x k, I + hl Q -8 -17 (0 1 if I 1111F 2US-- 7_77- 119.4 �643� M I u �xX:X:' \V If 14 C) 41 .00 + i \ I ; Ip/ Z , , 1 i ► I I , , I I , l o / ,'J!' ; 1' ; ,' I i� �?O, 00 BJ7, B-6I_ IF// - / I !, \\ I I i I i � I i i i Ii � � /I %JII I ; ,' l ; 1; ;' ;' ��,, 644 1 145.2 COOD 205 x ----------- c+1 f B 5 4 -16 0) Tj C) I I 204 Al 126.7 ��c?oI��D�j �_4_BjCqR:_.D x ul TRENCHDRAIN ir Z==== if I Jill 178/641 ►1 00 if \v IN f CO if I B-3 Ir A. if I H/( I I I III I I l� Jul/lll �\\1 I \ B��9 I I \ I \\ I I I I i I o ��' 11 ,� I,;�� owll(p II if I Lq _j 13-1� 1A vr. 1119/940 C) V If -:x SURVEY NOTES: 130.6 j A. THIS MAP HAS BEEN PREPARED PURS To TH GULATIA4ENQIF5S�_ 128 300b ONS�O �ZSNNII � SECTION 20-300b-1 THROUGH 20- 20 ND TH ".STANDAR�S R So Ans � THE STATE CONNECTICUT" AS PREPARED AND A OPTE BY THE CO N I F L,,A ND > j z 140.9 SURVEYO S, INC. ON SEPTEMBER'...26.,....119.9b.) (A x 77 /1539 137.4 r I it 0 m x 1E THE TYPE 0)101 §URVEY PERFORMED IS A U DIARY A D TQPOGRAP�Ic d�v&`-��`: IN TO �6 `77- 30 R S ECT cTO ALL m ME ES DEPICT THE PO�ITION OF THE BOUNDARI��S m 127.2 0 ;:0 . . ... . ..... IR - . ..... .. ... .... ;70 .... . ...... Ir--i 7i%D /6,36STA I __ I I I ACC �C VISIBLE UTILITIES, ROADWAYS, AND CONT URS. ARV DETERMIN ION I A E x RESURVEY. tc) I I I I THIS PLAN/CONFORMS TO HQRffONTAL _,U� CY CL SS A-2, AND _& AA _�Qs 20�_ 0 L _U Ly U. k \,7 I IiE' c� 2 BRUSH 12 .9 41/1 lz/ 127 4 X 129.20 x 7456, 126.8 A "I rj 70 1 x 126.04 127.4 1h /I z 1 ." , 1 1 : I I ��_l OZ e"IN I- rr� r- r-- cro I 01�_� 129.1 ... . ....... . ......... 00 > X 4 - 0 0 0 x _0 12" 1_711 rr 128.8 11 9.� w w x . ................ 126.7 ..... x IL t. 126.8;: 135.3 145.0 1XI 28.7 Lin m K3Ih� F-T 1308 135.3 129.8 PROJ. MANAGER: MMC SEAL SEAL SCALE: EVERGREEN WALK LLC CHIEF DESIGNER: DRC TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT HORZ.: 1 40' REVIEWED BY: DATE AS NOTED HEREON. VERT.: L JJG 10/11/02 DATUM: FUSS & O'NEILL INC. Consulting Engineers EXISTING TOPO & BORING PLAN 3 02/20/03 ADD 1' CONTOURS TO SW CRNR, PRIF OF PRKNG AREA. HORZ.: JO - 2 1/14103 ADDED BORING LABELS AND SOIL TYPES VERT: j 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 . 860.646.2469 EXPO DESIGN CENTER 1 10/11/02 SURVEY NOTE JJG 40 20 0 4 No. DATE DESCRIPTION BY 12327 H-4- REVISIONS I LAWRENCE R. GEISSLER, JR. J LICENSE No. GRAPHIC SCALE www.FandO.com 35 BUCKLAND ROAD SOUTH WIN DSOR, CT. PROJ. No.: 00-481-X10 DATE: 10/07/02 m I- U O v) w cn --- - - --- - - GRAVEL ROAD 'CAP/ TCONNECT Tfl ---�A� MAIN I ` - 19�- - -- -__ EXISTING) - --- _ CAP WATER MAIN I I I CPP --- _-I - / / ^\q�, I l I GATE VALVE _1-48'-- 18" GPP 0 �22 I RUI s \ II I\ 1 \ N a_-29 --$_- �' `62% CB- � � 22Q'-- 18" C p cn 11+00 I N CN Uo 1 A Z `� S"\3.24 \ RUINS 1 + 0 _7 ICAF MAIN -I � J \ \ .... 00 \ \ 9� w ' "1 \ _ G G G \ \NOUN\ 0B'SC`� �\ \ \ / \ - - =�2i _ _ CB _30 - - N T W r `'E 7- yy CB-18 T T-- T rn \ \ \\ \\ \ \ \ 18.'-24" CPPI 17 ` if `7 N Q 15 5p .. A rS \ \ \ \ \ \ \\ \ 46, i 2" CAP\ 12'2. 34'- 15i IC -7 Q \ \ \ \ \ \ \ \ 7 S=2.00%I ! \\ \ \ \ \ \ S-1 (nOi` 21 CAP GAS MAIN ' CAP W /SIN GATE VALVOTJf P.) ^moo -2 z I �- T CB^26 T I� P 1 " -S� 6 44% S S / o hN S I 8.0/0� E-%'-- T T �- j 11I 1 I I I \ .•� I I S III ( �IN-�1 S 1 + 00 I � J � J \ RELOCA� POLE CAP 18" PIPE 1 50q° _� (FOR FUTURE DEVELOPMENT) ff �G 1 \ dAP SAN. SEWER IPE (FOR FUTUf* \ LOPMENT) / j O 127.5 x \ \ \ \ \ \ \ \ \ 77 \\� \ �'\ \� 1� \ / / / 52'- 15" CPP \ \ \ ��\� \ .�\��\ 8 ��- ° / _S= 1.44% \�\\ \-\\��EAR WARD \ ��� ' �� '`�'\�- -- I I N' I I' i CN '�' - Ir v v v v v 1�2 _ \ I I PIRO \v vv�v� vv;. v�\v� _.� 3 - , �\ - I I I I I RETAI G jua \ \ V v \\ 2 \� 1 ��I 1JVALL X \ v A A \ A --12 I (I !j o\.: \ \ \\ 1 \\\ \\\\\\ \' j 1 a-16- \ I i I I / 13- \ \\ \ \ \ \ -+ _.\�� G�ZOU�D`OB�PJ\ED \\ \ -_ � `� \ I ( I I I f 1 I II I I !i / i f I' 1 1 0 160 \ \ �\ � . -\ >\ i � / i I t° - 1 \ A A V - y1I w ►� i I I I I I I � / r/ 113I 4.I OPO E 127.2 I2.3 G TYRP'I II I II j i I i \ i If I \ . � `1 i' , // // 1 i lj • / / / �0 zsa CD o Q wQ' �� 1 1TE VALVE I / I I / pN M o � OUND 131 N w Q R / j , 14' 15" CPP 8'1- 15" c I , C)\ \ ( 291 I B- 1 S- 1.07% IS- 1.2 I 8' 15" CPP N \ ;,. � T513-- y � ` I �..,. / % CI' 1 � J I I ' \ • ' � / / ! ' , y lv\ �'� s \ \� �� -\� 1 "� 1 $ / / 0 1 8 8'- 11 " CP I I / S= 1!25%/ / 'f'33. 1 „ , 0 - 9 s30 \\ X 111.E ���' ' �. �� / ' ; 8'- 15" CPP S--�511.25 I .3 8'-/ 1,15" /CPP , / (�st ' 1136.2j \ I 'j I I I I / wY / ,- � � 162 / / I � I , a 1 H-65.r� 4 S= 1.25% / / / S= 1,.25%; 10) _ - i 3si \.° ` n6 IJ-8 / / ' % �3 / '- /15"/ CPh' B I 1.67I% 5 PSTORM STRUCTURE TABLE CP-5 i i 13 35.` x ' o CB-1 CB-10 CB-16 „ TYPE "C" CB TYPE "C-L" CB TYPE CB10 WATER � T.F.= 1 5.00 / 134-24 / / w/ T.F.- 131 90 T.F.= 133.20 CP , r' - INV.= 12 .65 INV. IN (N)= 127.35 INV. IN 115.79 \ ` ! ' _ ° 'x�, v INV. 0 T= 115.79 I U 1 I - 13 / C �_ -/ C INV. IN (W)= 121.25 / _ 6 I 3.8 / / / CB-2 INV. OUT= 121.15 ; Q /s 4 I / Ory3 133. / f , x 133..6- TYPE " -L" CB CB-1 A I I ��� - �` I 1 I �� / 4.0 I �l �l l l / 33. o T.F.= 134.4 CB-11'E "C» CB _ _ I I I I IiIJ ` �'I I' ! / I ' I 1 ( l I I l j \ i I ! l i II I I I E �' 0 1.: ' .� I 1 o Ir r . a i / I I �s ', ll __ / /I.a I / I / / 134.0x1 127.01 - �� " N V. 1128.50 -8 _ _ - -_ __ -__ ` , I I � I I � I 1 ' I w � ^ I I Irrl � TYPE C-L CB � l I � I !T. .�160.0\ , I I I I I �' 1, ' - >` / � OD T- 126.91 T.F. _ 131.10 N O 117.1 _ -- - -- _ j I I- 1 I r I � \ + � I�l, I II r 13 / � / / / / 1 0' 8"CP'PlB.=1155.0 o INV.= 127.05 INV. IN (S)= 117.18 11 II I i / / � \ /> > / / / / 1.4% I 136' 1 "C N CB-4„ » INV OUT= 117.08- - \% I �I I I \ I 1� 111 I I O 11 '/' i c o TYP C CB CB-12 I ( I / II / / / // / / ' I , S= 1.45% I - N III III /. ' �i. 11 '' r,'r r r r r It y / I I I i'I � � /r �r:'lrr 0 T.F. 134.90 TYPE "C" CB C -17 _. \ I - \ �J . // // // ll I J I II I i I r ------ ----- - 3 INV. 130.75 "„ s4 T.F.= 131.90 E C CB �` / / I I I I j I I II �� \ 11. I (I N I I 1 J ',' J r, /; l /'r r 'r'rl I'� M 1 I� I J r , l r� INV. IN= 126.90 T F.= 119.90 � CB 4 - \ / RANT / / / / / �r I I I I w • I „ „ INV. OUT= 126.80 1 V. IN (W)= 114.42 I J I I 1 / , I 1 T E C-L CB _ -� �� j 3 I (TYP.) ❑ I / , / / t _ rr r rlr III - 00 + NV. IN (S)- 114.32 124 211 \ a I I j � / / � I I 14�- 1�" CPP i I I i W 1 I { ( I � � 1 ,'/' ,' ' ' � _ T. .= 135.40 CB-13 �' �I i 129.4x / / / I 1 I fl` J 'r' INV. OUT= 114:�� \ - �� ,, I I � / I I 1.00% III �, I I s= I, � I , , I V. IN (S)= 125.45 TYPE "C" CB / / I V. IN (NE)= 130.65 T.F.= 132.60 CB-18 ! I i I�� I I I x1 II`I f I I I 10.1 131 Ox \� II I 1 1 1 II I �1 I II I I I V 125.35 INV. IN (W)= 119.2TYPE "C"r-CB_f ;'6 ANINV. IN (N)= 126.7 T.F.= 121.00 sIII I, 205 INV. OUT= 119.11 117.0 -------- --- C -CE EXP(D B-5 TYPC CB INV. OUT 117.40 I I ! I I , I I o / I S= 1• �% Irn T.F.= 132.50 CB-14 " N 4 ` / � r, r r c� I CB-1Iro ! i , , r , r l / INV.= 128.15 TYPE C CB J CB-19 U, I t IJ 8g\II I I ,\�j® I // 9(, 5® �r/ L/ 1 1 1 \ 1 I I I I (: I / / 1 , , r , ' r , , It /❑ CI ® 1 1 1 I I� 1 I I' �4' ll 'li4 TYPE C C B 1 1 \ FER S� n / - 1 \ 1 I 1 4.8 i I, I I I \� j l l /�/r,ujI l,,�JJ r,of II 20 T.F.- 127.40 --\ a INV. IN= 120. 4 T.F.- 1 8.50 I I / \ 1 , , , o H RAIN CB-6 a I 1 � / I \ � I J / r, r, o 5 I IF134m1 1 I III I // r TYPE "C-L" CB INV. OUT 120. 4 INV. IN- 125.00 , / / . ® \ 1 \ 1 I I I''` J ' ' ' , ; ' ' ' = TRENCH T.F.= 132.40 INV. OUT- 124.90 / I I+ -.l�( i I I P I_ li I I / I 1 \ 1 1 w I j I I \l I' I III I \ J 1 �, - - � I� / f � � I, I CB 14A I / I 1 1 I \ 1 1 1 c�+` \ I I In I' I ,' I I I I \� / I JI INV. IN= 128.05 CB 14A I/ INV. OUT= 127.95 TYPE "C-L" C CB-20 Ir/,61/70,5 II II I .\ \/ ' I \� \� \ \ \\ 1 \ \ 1 1 \11 1 1 `\, \ \ \\ 1 1w � 1 1 11\ 11 I 1 G'I \ \ I I I. \ \ I \ I \ 1 \rI \I iI ❑I I IX�l' I, i II I I.\..'1,.3\=-- ti51.55_05t. I/ ! ' I1 I/ � 11 1 I I I i IliII II ' II�•'� ', . II I !I \ T.F.- 129.90 TYPE C„I�VCI 1bPVC ROOF LEADER Td 1c6-7 INV.= 125.64 T.F.= 127.v 1 ROOF LEADER BE BUILT IN UNDERIAC/K/ED /T/IITYPE "C„ CB I - ANY I MODIFIED RIPRAP \SIDEWALK WITH MIN. 2" AIL I , T.F.= 133.10CB-15 INV. OUT= 3I GSPLASHPAD (TYP.) CONCRETE COVER INV. IN- 123.38 RD RANSFORER wTYPE "C-L" CB -32INV. OUT= 123.28 CB .. . LA `\. INV. IN= 12)3.14 TYPE ..C.. p,3' DOM. WATERCB-8 INV. OUT= 123.04 T.F.= 122. � 1 lll1l�l1 oyIl �Jhti rv ' '� I 0 �CQ \ \ 1 I " TYPE "C" CB INV �1�;�.'1 � ! CB-15 z; 1 I 16 FIRE WAT�R I :IIII III T.F.= 132.60 CB-15A ` NO !TREES OR GETAtIONI'IINV.= TYPE „C-L"ICB I I I I s o, \`I 252 WILL E-RLMOVED ITHIN10,1I 1 I► Irf-I+I1IIII IIIIIIII IIIIIII IIII II :IIII1IIIIII1 IIII 1III T.F.= 133.5F0 133.0 x- CB 9i O"_WTNDS OUNDARYIINV. OUT= 128.50 x 133.0 TYPE „C-L„ CB ALONG THIS PROTY LINE. R�TAINNG I I I I , li I III :IIII III II T. F 131.50 Lq I t I I 1 1 LL I 1` I I / IIII IIII III IN ` IN 127.55 - .4 - X12 TEE , a t185 \ 0 - - - I I I I I I I I " BUT= 127.45 i AP ROX. INV.=121.44 ; :L I 111 / , j \ \ \ - - , 3$ I�NVIII , C, R� TYPE I O � � � i _ \ 144 I I\ \ 1 2 1 - LW C T M H I II I I I I I I I I I I I D I Nf1TF�• / I 1 \'','Iw /s3s \ �_ \ 1 ;,AC 1 1 4 \ / I I r/r1�\ 1_ I �� I I I I I II : I Iq I E, c I IAM o�� ' ICI i i i i i i i i I� 1 I��', ,Zn v .v• \ I \\ ` T IY'FVV.V + 146.Q 6� I I ` �'• ! I I - C.^17a I1 VV VRr�LI I' I I I I I I I I I I 11 N Z d / \ \ 1` / \ \ W \ \ \ \ I I I I I .� III \ tO 11 I III I I l I \ SEE SHEET CG.1.3 FOR ACCESS DRIVE I \ \ \\ , f\ \�'- 1 4 \ / \ ` 1 I I j I �° III ' I I Ii I IIII IIII II > m STORM DRAINAGE tto "- I I I I I I o \ 0 E TABLE. / / \ // �' \ / ) I I 1 I - I I 142 I / � / \ \ TY�{PE CI C I I I I \ J / \\�\ \� -- \ A 40 t I I I I I I i 11 I it I I 1 II 11 \ \ / 'T.F. MATC EXISTIN ALL PUBLIC IMPROVEMENT` CONSTRUCTION IS TO BE I \ , 1-, _ u�i I 1 1 I� 1 I I \GROSS SLOP / I I '. 11 1 1 I �� I CCO-R6At`7CE WITH THE4QWN- -O _S0? 1H �VIND-S6R / � 1 � '2z-= ' - Ruses , - INV. MA CH EXIS , N :�� Ti II -F �-----_ -. - 2 fz6- - _12 4 -. _ - � � � T � � / I TAPING I � ' / / I I I I I I I I I I I I I I ` p PUBLIC IMPROVEMENTS NDARDS.\ �, , , , : 1 1 I i III 1 ; 1 ^ � 12�� - _ - 7 2 j D / I I SLEEVE \ 1 I f /,/ ! I I I III 11 I I I I I I I I I I I IC �._.. - / \ II % I Ito 0 �..,-emu - � . / 1 -� -- ' -/ ^� i AND z \\ - � ^ X 129.20 X 1?56 126.04 - - - ® -� ) / / 1 /J �^"• �� ( "� IL,I 1. /I I 7h� I r'`'' .01' � r� r-- r-- �-- , \ ': ( / V LVE / y / 1 I I 6, 4.11 AJ / \\ ` -- - I I , i Y�..�•�•++ / 1 ,/, , ^ N I 4I -� - -�- ` / / / I I , II III it ` \ \ 28 2 // I - -- - n- -¢_ - _- I I !I + I I I I I I I I I I I I I C7 \ o o � � / i I I- I I I I II I I I I I I I I I I r 20 0 REVISED DECORATIVE WALL AND SIGN LOCA\T10N - - / \ w- - -- - -d- - = _ 1 I I I + 1 I I I 1 16 b / /.z 1 , - , / I 15 01 0--- REVISED NW PARKING `LOT \ - `� - - - -.... a', 2 a .. '"� I 14 b/ / '}' I I � - � � � ...... Iv . ................_....... � •- 3 12 -REVISED ROAD GRADE AND UTILITIES, \ I / " Px -- --•• ...._ / I 1 1 IIII I 1 I 1 1 / / - - I I I I I I I I I I I I I NOTE. / r \ \ \ � \ i � �° / r I / II I I II II I i ADDED,.,STAIRS TO DOOR AT LOADING DO61K,1 ADDED WALL AND GUJJOE� RA L \ / ( I \ \ \ - � � � � 1 I I � a / p I I � I I I � I ,IIII I 1 I I , I I 11 0 13 02 20 03 REVISED DOCK AREA, WALLS, PROOF OF PARKING AREA \ FL00 - / / / \ THERE IS NO 100 YEAR 4 02/04/ 3 ADDED ClL.F. ON 2:1 SLOPE\ 1 1 \ \ \ I I \ \ 1\ I I III I I I I I I I I I I I I \ / ! \ - I II I I I I I I I I I I I I I 11 2 03 3 REMOVE DECORATIVE WALL ~- \ I \ LIMIT ON THIS SITE. I 1 I I l ( q / / I 1 I \ \ \ \ ` \� \ `� vr- + I i I I i ' 10� 01 30 3 172 CONTOUR AfNTERSECTION I I I i I I D D I // \ 11 \ I I I • :: \ � `_ \ \ � O I' 11 11 11 1 I I I I I I I (r *ri 9 s 01 /27/ :3 __ R€VISED DRAINAGE -`AND ACCESS RD. CIRAbI G \\ -- / 1 1 I. \ \I / N (\ \ N I I i, Ij I I I 1 1, 1 I I 1 I I 0 I rT ' 8 1 /14/03 REVISED UTILITIES AND GRADING PER TOWN COMMENTS_ 7 12/31/02 ADDED WALL AND REVISED SIDEWALK LOCATION AND GRADING PROD. MANAGER: MMC SEAL Gr7. +'�'P <q �"� SEAL SCALE: Q� FUSS I I Fy S S & O'NEILL INC. Consulting Engineers EVERGREEN WALK LLC , TOPOGRAPHIC MAP 6 12/12/02 ADDED WETLANDS DISTURBANCE NOTE CHIEF DESIGNER: DRC HORZ.: 1" = 40' 5 11/27/02 REVISED DRAINAGE REVIEWED BY: DATE VERT.: 4 11/20/02 REVISED DRAINAGE AND GRADING IN RAIN GARDENS DATUM: 3 11 /13/02 DET. BASIN AND WALL RELOCATION, ASSOCIATED GRADING AND DRAINAGE HORZ.: * #= a: a m ° ; No. '939 ,• ss`•� �sTE�E�,�+'�� 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 I \- 860.646.2469 EXPO DESIGN CENTER 2 11 /01 /02 DET. BASIN AND WALL RELOCATION, ASSOCIATED GRADING AND DRAINAGE VERT.: 1 10/11/02 TEMPORARY DETENTION BASIN AWP 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE WWW=Fandn.rnm 15 RTTrKT,/aNT) RC)nT-) CIITTTN WTNnC(1R CT L� ( I I , I I II PROJ. No.: 00-481-X10 DATE: 10/07/02 CG. 1.2 m U W 0 Z Q J 0 U) w cn 2 m �l L9 3 01 /14-/03 REVISED STORM TABLE `I 7/597 x 83 0 s x� WETLANDS PLANTING LIST - SEE SHEET CG.5.1 Ik . O \ x 83 COVER WITH 3/4 AT ACCESS \ CR C RIPRA WALE SEE ETAIL NE STONE FILTER BERM FOREBA iE ACCESS DRIVE STORM STRUCTURE TABLE CB-27 CB-21 TYPE "C" CB TYPE "C" CB T.F.= 123.15 T.F.= 162.50 INV. IN (S)= 119.15 INV.= 157.65 INV. IN (E)= 119.11 INV. OUT= 119.00 CB-22 TYPE "C" CB CB-28 T.F.= 162.50 TYPE "C" CB INV. IN= 156.95 T.F.= 123.15 INV. OUT= 156.85 INV. IN= 119.50 INV. OUT= 119.40 CB-23 TYPE "C" CB CB-29 T.F.= 145.90 TYPE "C" CB INV. IN (S)= 141.05 T.F.= 118.50 INV. IN (E)= 140.70 INV. IN (E)= 113.64 INV. OUT= 140.60 INV. IN (S)= 113.44 INV. OUT= 113.44 CB-24 TYPE "C" CB CB-30 T.F.= 145.90 TYPE "C-L" CB INV.= 141.65 T.F.= 118.75 INV. IN= 114.12 CB-25 INV. OUT= 114.12 TYPE "C" CB T.F.= 130.25 CB-31 INV. IN (E)= 126.35 TYPE "C-L" CB INV. OUT= 126.2:5 T.F.= 117.00 INV. IN= 111.89 CB-26 INV. OUT= 111.89 TYPE "C" CB T.F.= 130.25 MH-1 INV.= 126.85 T.F. = 169.9 INV. IN 161.25 INV. OUT 161.15 GAP I ell" 114.9 GRASS SWALE \ \ x115.2 \ SEE NOTES ON SHEET \ CG.5.1 FOR GRASS SPECIES \ \ \I x117.0 X9 x 101.0 \ \ I 5 Ar' J:N x 10�4 7 \ \` CONCRETE HEADWALL 06 \ \ F.L.= 110.6 \ \ RIPRAP SPLASH / � � c 108.9 PAD 3.5 r SWALE TO BE BUIL LON\ (` \ 2�� EDGE OF EXISTING TR\ \ ` } 1 S�oPE �112 V A v 70 10211, T R E S " \ \ ...:...... CB=3i-- 2 as � GROUND OB'SC`URtU \ \ \ \ \ \ -36/614 \7 ,cP 4 a \ \ 700 \ \ \ \ \ \ � \ 7 \77V, 7E \ 16 �\ \---------\ \\ \\ �7o2, 104\\ \\\ \\ \ \ \\ \ \ H-45/620 \ 98\ \ \ \ \ \ \ROM -41/617 22 \ \ 92.6 \ \\ \ \ \\ x \N,\ \ 6251 4k '7 / Anln A Inn IL/J 1/UG �nnAiri nnnrnn �-ram nrnn nnniki l7P"C{ vEL HI.IVE0.7 MutAL) I V DHJIIV PrcVJ. IVI/ l%4Al7ER: IVIIVIV �`�"f SEAL JU/ALE: EVERGREEN WALK LLC 6 12/12/02 REVISED BASIN OUTFACE AREA CHIEF DESIGNER: DRC �,..r Z �' �� ' yL� H0RZ,,: 1" = 40' 5 11/27/02 ADDED 20 SCALE INSET, REVISED DRAINAGE TABLE REVIEWED BY: DATE VERT.. �;;�''-i ��'��P ��"��� I _ r I� FUSS & O'NEILL INC. Consulting Engineers TOPOGRAPHIC MAP 4 11/20/02 REVISED DRAINAGE DATUM: 3 11 /13/02 DET. BASIN RELOCATION, ASSOCIATED GRADING AND DRAINAGE HORZ,,: No. 1939 ��� ; a RFo1S7E4�� ,�w�.t� �- ,_ ,_►* 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 3 860.646.2469 EXPO DESIGN CENTER 2 11 /01 /02 DET. BASIN RELOCATION, ASSOCIATED GRADING AND DRAINAGE VERT.: 1 10/11/02 TEMPORARY DETENTION BASIN AWP An n An No. DATE DESCRIPTION BY` REVISIONS GRAPHIC SCALE www.FandO.com 35 BUCKLAND ROAD SOUTH WINDSOR, CT. l.1 I -'KW. NO.: UU-4d1 -Xi U DATE: 10/07/02 Ir -- s O Of w z Q J u ry O Z' 66 U D 172 CONTOUR AT INTERSECTION PROD.MANAGER: MMC SEAL SEAL SCALE: r� FUSS & O'NEILL INC. Consulting Engineers m r1 ACZ 4AD=ADfl DAAnl \IAAI/%IJt-CTCD //AI AICnT nI iT nCnAn kal � �T� III11.11 VI,V I,VlIV, 1 111646.2ILI\, VVIVIVLVIIVVI „o„Y„ 860.646.2469 www.FandO.com EVERGREEN WAL , LLC CONSERVATION PLAN EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. F30/03 14/03 ADDED SOIL TYPES CHIEF DESIGNER: DRC HORZ.: 1" = 40' 31/02 REVISED SILT FENCE AROUND NEW WALL REVIEWED BY: DATE VERT.: 02/02 ADDED BERM AND SILT FENCE JJG 10/11/02 DATUM: 3 11/20/02 REVISED EROSION CONTROL MEASURES HORZ.: 7 G. 11 /!11 /!17 I I/V 1/VG MCI nr ATC fICT DAQIAI AMMCM =-)n RACAQ IrCQ 1\LLV V/'ll L UL I U/1JIIV, /'1U ULU LIIV IVIG/'\Jur%L- VERT.: 1. 10/11/02 DETENTION RELOCATION JJG 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 m U 0 W Z Q J 8 1 /30/03 EMERGENCY SPILLWAY 7 1/14/03 ADDEDD SOIL TYPES PROJ. MANAGER: MMC SEAL SEAL SCALE: rfl .® FUSS & O NEILL INC. Consulting Engineers ' 146 HARTFORD ROAD, MANCHESTER, CONNECIICUT 06040 860.646.24469 www.FandO.com EVERGREEN WALK LLC CONSERVATION PLAN EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. 6 12/31/02 ACCESS ROAD/DEWATERING BASIN CHIEF DESIGNER: DRC HORZ.: 1" = 40' 5 12/12/02 NEW SWALE LOCATION REVIEWED BY: DATE VERT.: 4 12/02/02 ADDED STONE CHECK DAM, REVISED SILT FENCE JJG 10/11/02 DATUM: 3 11/13/02 DETENTION RELOCATION HORZ:: 2. 11/01/02 DETENTION RELOCATION I VERT.. 1. 10/11/02 DETENTION RELOCATION JJG 40 20 0 40 �® No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 God 0 (1) 00 00 x 0 0 x N C3 m m C z Q J C U) W C) J O U D PROJ. MANAGER: MMC SEAL ( SEAL SCALE: I An� _ v FUSS��� INC. Consulting Engineers O 14.6 HARTFORD ROAD, MANCHESTER, CONNECTICUT 060�40 a�6o.646.2�6s www.FandO.com EVERGREEN � RGREEN WALKLLC R DRAINAGE INAGE AREA MAP EXPO DESIGN CENTER1 SOUTH WINDSOIZ CONNECTICUT E CHIEF DESIGNER: DRC - ' HORZ.. 1 40 REVIEWED BY: DATE VERT.: 02/20/03 ADDED CBs 14A & 32 DATUM: 3 11/13/02 REVISED DET. BASIN HORZ.: 2 11/01/02 RELOCATED DET. BASIN VERT.: 10/11/02 TEMPORARY DETENTION RELOCATION AWP 40 20 0 40 - ---- --- - -- No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE --------------- PROJ. No.: 00-481-X10 DATE: 10/07/02 `Jo� ob U CD 0 ri N M M 0 0 N L6 C7 U z Q J W > CD //--TOP OF SLOPE 4' + ON BUCKLAND ROAD SLOPE - USE (PERM) UNDER TOPSOIL L SEE BUCKLAND RD SLOPE PLANTING LIST _\- \ EROSION CONTROL MAT BY NORTH \ _ \ �AMERICAN GREEN, TYPE SC150. \ \ ON 2:1 SLOPE �l BUCKLAND ROAD SLOPE PLANTING LIST END MAT AT \ TOE OF SLOPE 60% LATHCO FLATPEA 6" TOPSOIL \�y\x 36% ANNUAL RYEGRASS VIX�7/� 4% PERENNIAL PEA APPLY SEED AT 14 LBS PER 1,000 SF SECTION EROSION CONTROL MATS PAVEMENT FILTER FABRIC SOIL TO HOLD FABRIC EXISTING GRADE METAL GRATE CATCH BASIN v I J l FILTER FABRIC FILTER FABRIC PROTECTION FOR CATCH BASINS FINISH FILTER FABRIC PLAN NOTES: MATS SHALL BE STAPLED TO SLOPE, REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DETAILS OF STAPLING PATTERN. EROSION MAT DOWN 1 SLOPE STONE MIXED WITH TOPSOIL PLANT WITH SOFT -STEM BULRUSHES 1' O.C. I+- 24 ►{ / 2.5" TO 3.5" l -.4, 12» .`jam r������ . lb DIRT DIVERSION BERM �- 1 H. nonnnc•rn r I�Vr VJCU OODEN STAKES DRIVEN f 4' W. FINISH GRADE F 12" INTO THE GROUND T I N LATERAL CROSS / - S AS NEEDED / / FILTER FABRIC - NOTE: BERM TO BE INSTALLED / A THE TOP OF SLOPE AND REMAIN IN PLACE UNTIL FINISHED GRADE HAS ESTABLISHED. TEMPORARY DIVERSION BERM IEL NOT TO SCALE f FENCE SHALL CONFORM THE REQUIREMENTS SHOWN CII T CCKIrC nCTAII ..JILI I LIYVL VLIlIIL 6" (MINIMUM) BELOW GRADE SILT FENCE AT CATCH BASINS TOTAL LENGTH = 50'-0" 4'-0"(TYP.) 3"-4" (6"X8" X 8'-6") SECTION A - A SITE ENTRANCE DRIVE - A RAILROAD TIE ANTI -TRACKING SYSTEM 26' MIN. A 2 1/2" BITUMINOUS CONCRETE-/ CLASS I WITH 2" LIP PLAN 50, 20 f EDGE OF PAVEMENT WETLANDS PLANTING LIST HERBACEUUS VVE I LAINU SPECIES I O BE FLANILL) IN WE I LANU BIUFIL I ER BOTANICAL NAME COMMON NAME QUANTITY ALISMA WATER PLANTAIN 2 LBS SEED PLAN TAGO-AQUATICA LAKEBANK SEDGE 200 CAREX LACUSTRIS TUSSOCK SEDGE 350 CAREX STRICTA BEAKED SEDGE 250 CAREX UTRICULARIA LEAST SPIKERUSH 200 ELEOCHARIS ACICULARIS BLUE FLAG IRIS 300 IRIS VERSICOLOR ARROW ARUM 1,200 PELTANDRA VIRGINICA ARROWHEAD 3 LBS SEED SAGITTARIA LATIFOLIA SOFT STEM BULRUSH 800 SCIRPUS VALIDUS BRANCHING BUR -REED 2,400 SPARGANIUM ANDROCLADUM PICKERELWEED 900 PONDEDERIA CORDETA SWEET FLAG 300 ACORUS CALAMUS NOTE: THE GENETIC ORIGIN OF THE PLANTS WILL BE FROM CONNECTICUT OPERATIONS AND MAINTENANCE PLAN 1. THE CATCH BASIN SUMPS SHALL BE CLEANED OF SEDIMENT AND DEBRIS ANNUALLY. CATCH BASIN FRAMES SHALL BE INSPECTED MONTHLY. FRAMES SHALL BE CLEANED OF DEBRIS AS OFTEN AS NECESSARY. 2. ACCUMULATED SEDIMENT IN THE RAINGARDENS SHALL BE REMOVED ONCE IT REACHES A DEPTH 2" BELOW THE TOP OF FRAME OF THE RAINGARDEN CATCH BASIN. 3. SEDIMENT SHALL BE C I^ LEANED FROM TH E DETENTION BASIN ONCE AFTER THE SITE IS FULLY STABILIZED AND SHALL BE INSPECTED FOR EXCESS SEDIMENT ANNUALLY WHICH SHALL BE REMOVED AS NECESSARI. 4. LANDSCAPED AREAS ARE TO BE PROPERLY MAINTAINED AND KEPT FREE OF LITTER. LITTER ON THE SITE IS TO BE PICKED UP AND PROPERLY DISPOSED OF. 5. THE DETENTION BASIN IS TO BE MAINTAINED BY KEEPING THE SIDE SLOPES AND SURROUNDING AREAS MOWED AND FREE OF BRUSH AND TREES. 6. ALL STORMWATER FACILITIES ARE TO BE INSPECTED FOLLOWING HEAVY RAINS. ANY EROSION IS TO BE STABILIZED AS SOON AS POSSIBLE, AND ANY CLOGGED STRUCTURES ARE TO BE UNCLOGGED. 7. THE DETENTION BASIN IS TO BE INSPECTED FOR THE PRESENCE: OF MOSQUITOES WITHIN ONE WEEK FOLLOWING RAINFALLS FROM THE MONTH OF MAY UNTIL SEPTEMBER. IF MOSQUITOES OR MOSQUITO LARVAE ARE PRESENT, A MOSQUITO LARVICIDE SHALL BE APPLIED. DEPENDING ON THE LARVICIDE TO BE APPLIED, A PERMIT MAY BE NECESSARY, OR APPLICATION SMALL BE BY A LICENSED PESTICIDE COMPANY. 1. SET POSTS AND EXCAVATE A 6" X 6' TRENCH, SET POST DOWNSLOPE. WIRE FENCI FLOW 100' TRENCH CU 6" TO 8" DEEP 6" TO 8" WIDE 2"X4"X5' STAKES DRIVEN INTO GRADE 12" MIN., SET 8' TO 10' APART, AND CANTED 10' INTO SLOPE 3. ATTACH FILTER FABRIC TO THE WIRE FENCING FILTER FABRI AND EXTEND IT INTO TFR FARRII THE TRENCH 8". NOTES: 1. MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGH OUT CONSTRUCTION PERIOD. 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY MATERIAL THAT MAY BE TRACKED ONTO THE PAVEMENT. ANTI -TRACKING APRON FOLD FABRIC UP A AIL COMPACTED BBAAC-KF 7/777, 7 SILT FENCE 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. \; 2" CRUSHED STONE 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. EROSION & SEDIMENT CONTROL NARRATIVE 1.1 THE FOLLOWING SEDIMENT & EROSION CONTROL NOTES APPLY TO THE CONSTRUCTION OF THE PROPOSED EXPO DESIGN CENTER. EROSION CONTROL MEASURES ARE TO BE INSTALLED AS NOTED IN THE CONSTRUCTION WETLAND CONSTRUCTION DETAILS SEQUENCE BELOW. 1.2 THE TOTAL PROJECT AREA IS APPROXIMATELY 11 ACRES. APPROXIMATELY 0.75 ACRES OF UPLAND REVIEW AREA WILL BE DISTURBED DURING 1. RICHARD SNARSKI (SOIL SCIENTIST) WILL SUPERVISE THE CONSTRUCTION OF THE WETLAND CONSTRUCTION. NO WETLANDS AREAS WILL BE DISTURBED (0.0 ACRES). BIOFILTER (860-295-1022). 1.3 SPECIAL CARE SHALL BE TAKEN TO PREVENT SEDIMENTS CAUSED BY 2. GROUNDWATER MONITORING PIPES WILL BE INSTALLED IN THE AREA OF THE BIOFILTER TO EROSION FROM ENTERING ADJACENT WETLANDS, ESPECIALLY ALONG THE MONITOR THE GROUNDWATER ELEVATIONS. THE GROUNDWATER MONITORING DATA WILL BE WESTERN PROPERTY LINE. EVALUATED AND THE BASE ELEVATION OF THE BIOFILTER MAY BE ADJUSTED TO INSURE THAT THE 1.4 THERE WILL BE NO PHASING OF THIS PROJECT. CORRECT HYDROLOGY IS PROVIDED FOR THE HERBACEOUS WETLANDS PLANTS. A SHALLOW WATER MARSH WILL BE CONSTRUCTED IN THE BIOFILTER. 1.5 CONSTRUCTION OF THE EXPO DESIGN CENTER IS SCHEDULED TO BEGIN IN THE SPRING OF 2003. COMPLETION OF THE PROJECT IS SCHEDULED FOR 3. THE BIOFILTER WILL RETAIN AT LEAST A M INCH OF RAIN EVEN DURING HIGH WATER PERIODS. SUMMER OF 2004. 4. SEDIMENT FENCE WILL BE INSTALLED IN THE AREA SHOWN ON THE PLAN. A LICENSED SURVEYOR 1.6.1 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT WILL STAKE OUT THE LOCATION OF THE SILT FENCE. GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", 2002 OR LATEST EDITION AND TOWN OF SOUTH WINDSOR REGULATIONS. EROSION CONTROLS 5. THE WETLAND BIOFILTER WILL BE CONSTRUCTED IN A PLOWED FIELD. NO TREE OR SHRUB ARE TO COMPLY WITH THE PLANS AND PROJECT SPECIFICATIONS. ALL CLEARING WILL BE DONE EXCEPT IN THE AREA OF THE OUTFALL PIPE. EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED BY THE CONTRACTOR AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL 6. AN EXCAVATOR WILL BE USED TO CONSTRUCT THE BIOFILTER. DURING CONSTRUCTION. MICHELLE CARLSON, PROJECT MANAGER FOR FUSS & O'NEILL CONSULTING ENGINEERS, INC. (860) 646-2469, SHALL BE 7. TWELVE INCHES OF TOPSOIL WILL BE PLACED IN THE BIOFILTER AND SIDE SLOPES TO PROVIDE A CONTACTED FOR EROSION CONTROL INQUIRIES. SUITABLE SOIL MEDIUM FOR THE ESTABLISHMENT OF HERBACEOUS WETLAND PLANTS. THE TOPSOIL ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE WILL BE AMENDED BY THE ADDITION OF AT LEAST 30% COMPOST BY VOLUME. THE TOPSOIL WILL BE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS PLACED WITH AN EXCAVATOR AND NOT COMPACTED. NO TRACK OR TIRE MACHINES WILL TRAVEL OF THE TOWN OF SOUTH WINDSOR IN ACCORDANCE WITH THE OCTOBER 1, ON THE TOPSOIL ONCE PLACED IN THE BIOFILTER. IT IS IMPORTANT TO HAVE THE TOPSOIL LOOSE 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND AND FRIABI F• DEWATFRIN(; WACTF WATF'P FPMA CONNErTICUT ACTIVITIES /rrrc 2)A-AznR� AT NO ADDITIONAL COST TO OWNER. 8. MICRO -TOPOGRAPHY WILL BE CREATED IN THE BIOFILTER TO PROVIDE VARYING HYDROLOGY FOR 1.6.2 THE CONSTRUCTION SEQUENCE IS NOTED BELOW ON THIS PLAN SHEET. THE VARIOUS WETLAND PLANT SPECIES. THE MICRO -TOPOGRAPHY WILL VARY 4"-12". FIVE TO SIX SMALL POOLS (6'X6) WILL BE CONSTRUCTED IN THE BIOFILTER. 1.7 NO FEDERAL PERMITS ARE REQUIRED FOR THIS PROJECT A GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING 9. STUMPS, LOGS, AND BOULDERS WILL BE PLACED IN THE WETLAND BIOFILTER TO PROVIDE WASTEWATERS ASSOCIATED WITH CONSTRUCTION ACTIVITIES WILL BE REQUIRED STRUCTURE FOR WILDLIFE. RICHARD SNARSKI WILL DETERMINE THE LOCATION OF THE STRUCTURES FROM THE CTDEP. DURING THE CONSTRUCTION OF THE BIOFILTER. FINAL INLAND WETLANDS AND PLAN & ZONING APPROVALS ARE REQUIRED FROM THE TOWN OF SOUTH WINDSOR. 10. THE SIDE SLOPES AND BERM WI LL ILL BE SEEDED WITH CREEPING RED FESCUE AND PERENNIAL 1,8 THE PROJECT SPECIFICATIONS, DRAINAGE REPORT, AND GEOTECHNICAL RYEGRASS. THE SIDE SLOPES AND BERM WILL BE OVERSEEDED WITH CANADA GOLDENROD, LITTLE REPORT SHALL ALSO BE CONSIDERED PART OF THE E&S PLAN. THE BLUE STEM, EARLY GOLDENROD, AND JOE-PYE-WEED TO PROMOTE THE ESTABLISHMENT OF NATIVE WETLANDS REPORT BY RICHARD SNARSKI SHALL ALSO BE CONSIDERED PART WILDFLOWERS. OF THE E&S PLAN. 11. ONE FOOT OF TOPSOIL WILL BE PLACED IN THE GRASS SWALE AND SIDE SLOPES. THE GRASS EROSION & SEDIMENT CONTROL NOTES SWALE WILL BE SEEDED WITH PERENNIAL RYE GRASS, TALL FESCUE AND CREEPING FESCUE. THE 1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP GRASS SWALE WILL BE MOWED ONCE A YEAR IN SEPTEMBER TO RESTRICT WOODY PLANTS FROM REMOVAL AND CONSTRUCTION. CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE BECOMING ESTABLISHED IN THE SWALE. CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL 12. THE WETLAND BIOFILTER WILL BE MONITORED FOR 3 FULL GROWING SEASONS. THE MONITORING PHASES OF CONSTRUCTION. REPORTS WILL ADDRESS THE SUCCESS OF THE PLANTS AND PRESENCE OF INVASIVE PLANT SPECIES. 2. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A THE REPORT WILL ADDRESS ANY REMEDIAL MEASURES WHICH NEED TO BE TAKEN, IF ANY. MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR SILT PHOTOGRAPHS WILL BE TAKEN FROM A FIXED LOCATION DURING EACH MONITORING PERIOD. THE FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED WETLAND BIOFILTER WILL BE MONITORED 3 TIMES A YEAR IN EARLY MAY, JULY, AND AUGUST. AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 3. THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS 13. EXOTIC INVASIVE PLANTS AND CATTAILS WILL BE REMOVED FROM THE BIOFILTER FOR 3 YEARS. EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE SPECIES WHICH ARE PRONE TO INVADE THE BIOFILTER AREA ARE PHRAGMITES, PURPLE ROOSTRIFE, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE CATTAILS, MULTIFLORA ROSE, AND AUTUMN OLIVE. PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 5. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. OUTSIDE OF THE GROWING SEASON, ONLY WOOD MULCH SHALL BE USED. 6. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL 22" BE USED. TEMPORARY 12" PERF. CPP OR PVC 7. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO PIPE EXTENSION WRAPPED WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION IN FILTER FABRIC BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE o 1 SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID K I 0 �1 OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. MUST SUBMIT HIS DESIGN ALONG WITH THE FINISH GRADE AT BOTTOM OF TEMPORARY SEDIMENTATION BASIN LOCATIONS OF THE BASIN TO THE TOWN OF BLOOMFIELD PRIOR TO CONSTRUCTION. 8, INSPECTION. A CERTIFIED SOIL SCIENTIST OR LICENSED PROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES -III I I1=1 ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE CY END OF A STORM THAT IS 1.0 INCH OR GREATER. INSPECTION REPORTS SHALL BE �G� SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION MONTHLY. WHERE SITES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS. 5-6" I 9. SEE LANDSCAPE PLAN FOR SEED MIXTURE PLACED ON 4" MIN. TOPSOIL. TEMPORARY DEWATERING NOTES: CONSTRUCTION SF0[1FNQF- SECTION DURING CONSTRUCTION, IF WATER IN THE BASIN IS 1. INSTALL SILT FENCE AND ANTI -TRACKING PAD. v` TURBID AND DOES NOT CLEAR THROUGH NATURAL 2. CLEAR TREES TO LIMITS SHOWN ON PLANS. SETTLING ACTION, A FLOCCULENT SUCH AS ALUMINUM 3. CONSTRUCT DETENTION BASIN AND INSTALL NEW DRAINAGE STRUCTURES/PIPE. SULFATE (ALUM) OR APPROVED SUBSTITUTE SHALL BE 4. BEGIN EARTHWORK. INSTALL AND MAINTAIN TEMPORARY DIVERSIONS BERM(S) APPLIED. AND DEWATERING BASINS. SEED SWALE AND PLANT DETENTION AREA AS SOON AS THEY ARE COMPLETE. 5. GRADE SITE FROM WEST TO EAST. SANDY LOAM MATERIAL IS TO BE USED ON THE FILL SLOPE TO THE WEST. STABILIZE ALL EARTHWORK AFTER CUTS PLACE HAYBALE OR STONE TEMPORARY 12" DIA. PERF. CPP OR PVC AND FILLS HAVE BEEN COMPLETED. FILTER IN FRONT OF SECOND PIPE WRAPPED IN FILTER FABRIC 6. TEMPORARY SEDIMENTATION BASINS ARE TO BE CONSTRUCTED DOWNSLOPE C� PIPE INVERT= 85.0 FEET OF FILLING OPERATIONS, AND ARE TO BE CONSTRUCTED PRIOR TO STORM STAGE 12 ORIFICE. EVENTS. BASINS ARE TO BE SIZED ACCORDING TO CT DEP GUIDELINES (134 CY PER ACRE DRAINED). END 7. INSTALL HAYBALE PROTECTION AROUND NEW DRAINAGE STRUCTURES. CAP 8. CONTINUE EARTHWORK, CONSTRUCT BUILDING FOUNDATION. CONNECT FOUNDATION DRAINS TO STORM SEWER SYSTEM. 4 0�� FINISH GRADE AT 9. INSTALL UTILITIES TO BUILDING. z_ o c , o c BOTTOM OF BASIN 10. BEGIN CONSTRUCTION OF PARKING AREAS AND WALKS N 2" CRUSHED STONE c 11. CONTINUE CONSTRUCTION OF BUILDING j 12. FINE GRADE SITE, INSTALL ALL REMAINING EROSION CONTROLS, INCLUDING CATCH BASIN 0 SLOPE STABILIZATION. 0 0 0 0 0 0 0 0 0 13. CONSTRUCT PARKING AREAS AND WALKS. VEGETATION IN DETENTION BASIN OUTLET STRUC REI 0 0 0 0 0 1 SLOPE ° ° ° AND 0 o 0 0 0 0 0 0 o SWALE MUST BE ESTABLISHED PRIOR TO PAVING. _ 14. SEED LAWN AREAS AND INSTALL LANDSCAPING. L -III-III-I 2CRUSHED STONE II 15. ALL DISTURBED AREAS SHALL BE PAVED, SEEDED, OR LANDSCAPED AS SOON _ z " n , N J t J p c AS EINAI FINISH Fh GRAf1EC APE 4TTAINEv (ZEEDiI.w SHALL RC IAADI CAACtITCfI IN - p WITHIN 7 DAYS OF REACHING FINAL GRADES. WHERE CONSTRUCTION LY LIY ILV 'B' ACTIVITIES HAVE PERMANENTLY CEASED OR HAVE BEEN TEMPORARILY SUSPENDED FOR MORE THAN 7 DAYS OR WHEN FINAL GRADES ARE REACHED, ELEVATION STABILIZATION PRACTICES SHALL BE IMPLEMENTED WITHIN 7 DAYS. AREAS THAT REMAIN DISTURBED BUT INACTIVE FOR AT LEAST 30 DAYS SHALL RECEIVE TEMPORARY SEEDING. IN ALL CASES, STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE. 16. AFTER SITE IS FULLY STABILIZED, REMOVE SILT FENCE. TEMPORARY DEWATERING DEVICE 1 1� PROJ. MANAGER: SEAL SEAL SCALE: S ARTFOORDNEILL ROAD, MANICHESTER, CONNECTICUT 06040 C. Consulting Engineers O FUSS 860.646.2469 www.FandO.com EVERGREEN WALK, LLC EROSION CONTROL DETAILS EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: HORZ.: N.T.S. 5 01/14/03 REVISED NOTES REVIEWED BY: DATE VERT.: 4 12/12/02 SLOPE PLANTING LIST/ DEWATERING DEVICE DATUM: AND BERM DETAIL DDED MAwT. SCHEDULEREVISED 2 1?/202/02 0/02 PLANTING NOTES vORZ.: RT.. 1. 11/13/02 DDED WETLAND CONSTRUCTION NOTES AND DETAILS 0 ivo. DATE DESCRIP I IUN BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 CC73 :5:1 0 LL m U LL 0 ry n z a J n Z Q J U) C 0 I ry 0 U n '.2 120.7 \ / / / f \ I I / / j / 129.6 RUINS , X NOTE: SEE SHEET CG.1.3 FOR ROAQWAY / I 129.2 STORM dRAINAGE TABLE. I I ft >: - X 119.3 O -- X jCAF; �AS MAIN cB=3r- _ - CAS' WATER MAIN <t27 f- / � - CAP GAS MAIN -- - i s� 3 ^ - - --- _ / r J1 CPP --- _ --- �' CAP Wo ,y�rry O t U.81 y + - -. -- - - - - _ 'CPP` GATEALVE 148- 18 RU i SI I x ' l I t--CR-29- - I „ GATE VALV,�j(T) P.) I p �V 220'- 18" C P m N d y `��� CB27 \0 /t°\\/v \Xt /\ ,v' _ 11+00 N N 4.9 U 3.24% rpp f "a,24 6'RUNS + 'CB-25// 44%t 124.1 127.z O S S CB-23 ICAP MAIN 27.1 1 IS v) 1 �.2 , 00 S tt G 00 G 1zo2 / % \ - W \ GROD OBSCURED \ 1`l WI G 1 "4.4 T E _ W _ --"" � G G CE 18 T T _ T _ _ T E- E CB-26 E E I G \ \\ \\ \\ \ �� �� % - - -- - _ -CB-2 t T T T T T E \ \\ \ \ 'X 18 -24- -CPP , 5 � �- O \ x / /'� C14 �\ \ \ 1.00% - `V 3 �,1 s) I \ \ \ ��i --4v�l \ \ \ 1 2. I �- 15 CPP I. \ \ \ \ \ \ \ \46'� 1-2" CPS \ 4 j- 5 C - --' �.9 " N -L.O% 25.3 I S= 4.67. 52 - 15 PP r I I 36 i 1 ()!,REAR YARD 12 � , �a \ T t I PRO S D \ J I \ \ \ � \ . \ \ \ �, ~�. �3 \ - �ih 1 I / F 4 I _ I / 1 RETAI 6 , ,OB3-3 �GROUND OB REC 134.5 0P3-20 12 1E5 l 132.3 \ OPOSE "R \ 1 - 127.2 OB2HS X..s / x,29.1 �R I GA EN" TYP.); I R\ �tju --, w 1 ; �c, _ �, / X 1 TE VALVE ►� / I O a: �\UqD can ED-- ? -o % sRu i 132.3 I i W / - 1.07%CPP 8'-5151.2 %I I n B- 11 r� 8 -I 15 CPP � s ` \ 113-- \ i 1 8 I " I S= 1.25% / ` 48 $-S151.25 132.3 " /� / 133.2 �9f63o x "5 _ ` ! / 8'- 15" CPP I 8 � 15 CPP A i UN t� CUE / W I C 2 S= 1.25% - I / S= 1.25% 33 d 1 , I OB3 1 e-8 / OB3- 1 I B 1 x I I 0 1 I / oC-22 / = 1.67% 5 0 2 / f/ 1� 2.9 1 I S= 25%PP - v ce 5 I / rr4�1 I S -13 w x 1 3. � �� / OB3- I - oa ., ; \ OB3-1 13 w , CB-10 ! 10" WATER] w w W' -7 x .5 I �34' A COf"CPP ,. I I i w I 140 130 120 110 1 I / -148 X ( i / ! �\ f / ' /PROPQS/ ,/ ,ss_ p ED I I 150.9 STREE�fL11�E / / r 16 / f: I Lq ►" 145 i � x ; / SDI IMH 1 S I 7 I 1 I 1137.G/ ;r I I I I T. =15 _ .=155. 135 -C�-B--� i , o � i \ RELOCA�E POLE f CAP 18" PIPE (FOR FUTURE PP DEVELOPMENT) 170.9 x / �AP SAN. SEWER / PIPE (FOR FUTUf l / LOPMENT) V Il 1 u 160 0001111 !� CN N�Sd 9 0 6 - - - 25 00 V - O - - VI-- ` = - 35- -- - -- P- - co `n m - - A. 2y65 6.0 - v0 0ILO II �N►� t Q <c w N •- U Z - - .Q •-^ O N CYaIL - SS H 2 S A. 74,00 N • o .- N _ N - - - •Z I-- I U •� - - I It 1 - 3 N ti - R IST - - - v A N • � '- to / - U Z "_ _ _ N II W L #044 2 9 \ / 1 p .. > - 0, 0000 _ _ - -- 00 0-cam 4 -18 CRP - ,= - --- -- - - - - _N 1 000 - - $ q - _„... 1.0% _ -1.10 - _ rO D / S 1 dUl z / _ "Oel J-e ° Ole - - _ -I I I I I I I I I I I I I I I I I I rl- 'J cx v - - + o - G - --- - ° v . z - -- -_I JU 01% Dr- - G-C� loor -14 - - Q 17 1 A 1 1 1 47 L3// 3R VIS D W P RK NG LOT H- 2/ 3 RE SE R AD GR DES AN U LITIESH r I w,n rn n. . 'I I %w %a n_ �. ,. .... 1 1 1 1 1 1 1 I., 1 I I I I I-- 7 01/30/03 172 CONTOUR AT INTERSECTION PROJ. MANAGER: MMC SEAL SEAL SCALE: 6 01/27/03 REVISED UTILITY LOCATIONS CHIEF DESIGNER: DRC H0RZ.: 1" = 40' EVERGREEN WALK, LLC 5 1/14/03 REVISED DRAINAGE PER TOWN COMMENTS REVIEWED BY: DATE VERT.: 1"=4' 4 11/27/02 REVISED STORM AND SEWER JJG 10/11/02 DATUM: ROADWAY PLAN & PROFILE oGvicGn r-'i nnG DAn Anin r-'oAnrnlr- FI 1Rq k n'NFII .I . INC/ nmco,If�mir Iimiromnrno HURZ.: 2 11/13/02 REVISED WALL AND GRADING, STRM AND SEWER ADDED GUIDE RAIL VERT.: ' 146 HARTFORD ROAD, MA CWig H ' CONNECT CUT 06040 EXPO DESIGN CENTER 1. 10/11/02 DETENTION RELOCATED JJG 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE www.FandO.com 35 BUCKLAND ROAD SOUTH WINDSOR, CT. FT V :s 170 160 150 PROJ. No.: 00-481-XIO DATE: 10/07/02 FT V :s 170 160 150 PROJ. No.: 00-481-XIO DATE: 10/07/02 O �T U) W_ U) J O U 7 1 03/12/03 PEVISED PARKING AND SIDEWALK PROJ. MANAGER: MMC SFAI SFAI .._ SCALE: �� FUSS & O'NEILL INC. Consulting O g Engineers 9 _ 146 HARTFORD ROAD, MANCHESTER, CONNECTCUT 06040 s60.646.246s www.FandO.Com EVERGREEN WALK, LLC f PAVEMENT MARKING AND SIGNING PLAN EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. 6 02/20/03 REVISED CROSSWALK, PROOF OF PARKING AREA CHIEF DESIGNER: DRC HORZ.: 1" = 40' 5 01/30/03 ADDED TURN MARKINGS AT INTERSECTION REVIEWED BY: DATE VERT.: 4 01/27/03 ADDED TRUCK SIGN DATUM: 3 1/14/03 ADDED CROSSWALK AND SIGNS HORZ.: 2 11/20/02 ADDED STAMPED CONC. CROSS WALK AND ISLANDS, ADDED DIM. VERT : 1. 11/13/02 REVISED MARKING AND SIGNING 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE m ppn I fsln • nn_A 91 -VI n DATE: 10/07/02 c P. 1. 212 PRE-EMPT 1 MOVEMENT DIAGRAM PRE-EMPT 2 ENERGY BY- METER # - INTERSECTION I! I � CONSTRUCTION NOTES f I ALL TRAFFIC SIGNAL EQUIPMENT IS NEW EXCEPT AS NOTED AS . STAKE ALL R.O.W. PRIOR TO EXCAVATION. © MODIFY CONTROLLER FOUNDTION TO INCLUDE NEW CONDUIT. TEMPORARILY RELOCATE EXISTING CONTROLLER TO EXISTING SIGNAL MAST ARM POLE UNTIL NEW CONTROLLER IS IN OPERATION. { j I� ® INSTALL 30" X 30" HANDHOLE. ALL OTHERS TYPE 11. i INSTALL HANDHOLES APPROX. 1' BEHIND CURB OR EDGE OF ROAD UNLESS i i OTHERWISE SPECIFIED. I © INSTALL NEW CONDUITS BETWEEN EXISTING HANDHOLE AND NEW HANDHOLE. j LOOP DETECTOR SAWCUT WIRES SHALL BE PULLED THROUGH HANDHOLE 1 (WITH NO SPLICES) AND THROUGH THE 2" R.M.C. THEN SPLICED TO CORRESPONDING ILL 2 6 , sJ1 a7 M T v MAINT LEVEL SERVICE POLE - OFFICE RECORD SIGNAL FACES 101 12 12" oO 12" O O GO 1,8 2,9 O 12" O 12" O (De12" O OO O 3,5,7 4.6 ALL SIGNALS ARE LED srC # sM NTOR 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 F A C E 1 Y <__ <``I R R R R R R R R R R R R R G Y R 2 Y R R R G Y R R R R R R R R R R R R R 3 Y R R R G Y -'J R --> -� _Y` > R R R R R R R R R R 4 R R I R R R R R R R R G fir-- Y R R R R R R R R Y R R R R 6 R R R R R R R G �= Y R R R R R R R R R R 7 R --' -Y-> R R R R G Y Q R � R R R R R R R R R 8 Y R ! R R G Y R R R R R R R v^-- <i-'I`- R R R R I 9 Y R R R R R R R R R R R R R R R G Y R N T E R MIN GRN 1 6 3 15 3 9 3 9 3 6 3 15 3 WALK 5 PED CLR 10 VEH EXT 2 4 2 2 2 4 MAX 1 6 22 10 15 6 22 MAX 2 15 48 25 15 15 48 YELLOW v A L S RED 0.1 1 2 1 L 1 1 L 1 1 0.1 1 2 ADD INIT MAX INIT TBR TTR MIN GAP MODE NON -LOCK MIN RECALL LOCK LOCK NON -LOCK MIN RECALL OFF I OFF MIT ST RT SE LOOPS IN EACH LANE. TWIST LOOP DETECTOR SAWCUT WIRES INSIDE THE 2" R.M.C. ACCORDING TO TYPICAL PLAN. INSTALL LOOP DETECTORS 3' OFF EDGE OF ROAD AND 8' APART UNLESS OTHERWISE SPECIFIED. f SEGMENTED LOOPS TO BE SPLICED IN SERIES. E� INSTALL CONCRETE SIDEWALK ON CABINET DOOR SIDE OF CONTROLLER FOUNDATION I TO THE DIMENSIONS SHOWN ON THE STANDARD INSTALLATION DETAIL SHEET. I I STATE OF CONNECTICUT l� INSTALL NEW 8 PHASE CONTROLLER AND CABINET ON EXISTING FOUNDATION. CABINET A THIS PHA B THIS PHASE URDOFAENGINEERING &AHWY OPERATIONS l DOOR TO OPEN TO STREET SIDE. CABINET TO HAVE BRUSHED ALUMINUM FINISH. DIVISION OF TRAFFIC ENGINEERING PROGRAM COORDINATION TYPE- CLOSED LOOP (FUTURE) PERMIS SYSTEM TOWN SIGNAL I DETECTORS TECHNICAL NOTES LOC TRAFFIC CONTROL SIGNAL REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT INCLUDING, BUT NOT LIMITED ]DENT SIZE (WXL) TURNS MODE FUNCTION TIME DAYS OFFSET PHASE SP;JTS SEC /% PERIOD MASTER STANDARD OVERLAP SKIP FEATURES APPLY TO FOUNDATIONS, HANDHOLES, CABLE, MESSENGER & INTERCONNECT, D1,D5 6 X 6 3 PRESENCE FLASH FUTURE CYCLE SEC �o e1 �2 >z3 �4 �5 ®6 �7 �8 SEC 1 TO BE Y--> R-v IF 11 NEXT TOWN OF SOUTH WINDSOR STEEL POLES, AND WOOD POLES. RETURN TO THE TOWN OF SOUTH WINDSOR. 2 TO BE Y, R IF PHASE 6 NEXT BUCKLAND ROAD AT D2,D6 20 X 6 2 PULSE MAX 2 1600 - 1900 M - F EVERGREEN WALK DRIVE AND D3,D4 6 X 6 3 PRESENCE j TWO WEEKS PRIOR TO INSTALLATION CONTACT NORTHEAST UTILITIES REPRESENTATIVE D3A,D4A 6 X 6 3 8" DELAY MAX 2 1100 - 1400 SA-SU NORTHERN HILLS DRIVE STEPHEN KLUBNIK AT (860) 665-2473 AND SNET REPRESENTATIVE SUSAN PADDOCK D3B 14 X 6 3 8" DELAY MAX 1 ALL OTHER TIMES D3C 23 X 6 2 8" DELAY REV. 1 TRAFFIC ELECTRICAL(: AT (203) 238-5620. DATE DATE ENGINEER C• s D4B 10 X 6 3 8" DELAY - DRAFTER ��P I TRAFFIC SIGNAL CABLE CLOSURE SHALL BE INSTALLED ON THE SPAN 5 t FROM THE D4C 18 X 6 2 8' DELAY ---- CHECKED BY �Q I CURB LINE. SUBMITTED BY �S I LERGERED RED ARROW W� WALK/ PED. CLR APPROVED BY I INSTALL TOMAR PRE-EMPTION SYSTEM AND TWO (2) OPTICAL DETECTORS Y YELLOW YELLOW ARROW D.W. DON'T WALK DATE ON SPAN WIRE AS SHOWN. ------- - --� = _ _� -- --- ---- - - - - - G GREEN <*-- GREEN ARROW- FL. FLASHING -- --- - - - Ei� INSTALL 30" HANDHOLE BETWEEN CURB AND SIDEWALK. FO INSTALL HANDHOLE IN FRONT OF SIDEWALK. 170' X 40' EASEMENT TO THE TOWN OF SOUTH- r- - T REV ; INTERSECTION s'r- t © INSTALL SPAN POLES BEHIND AND ADJACENT TO SIDEWALKS AS SHOWN. `1 1=--- ---- '--- ! REPAIR ANY SIDEWALK DAMAGED DUE TO SIGNAL CONSTRUCTION. wt &06 WINDSOR FOR SIGNAL EQUIPMENT MAINTENANCE. 02&05 I I I L �� ll SPAN WIRE I w 14/9 I ® INSTALL 16/6 PR INTERCONNECT AS SHOWN ON INTERCONNECT PLANS. 2" RMC, 2-14/2, 2 #14 THHN TWISTED 0 2-14/9 TT TT TT 2"RMC, 3-14/2 LQ 2" RMC (SPARE) I cr- 14/7, 3-14/2 � 2-14/9 14%7, 14/5, 3-14/2 " I 2-14/9, 20/3 O.C. _ t ! ! 14/7, 2-14/5, 3-14/2 37' W 203-14/9, 20/3 O.C. 14/914 7 2-14 5 3-14 2 3-14/9, 14/5, 20/3 O.C. 14/9, 14/7, 2-14/5, 3-14/2, 20/3 O.C. 5`0' 12 4-14/9, 14/5, 20/3 O.C. ZT 14/21, 20/3 O.C. 1 03&0 I L I I 2-14/21, 14/7, 3-14/2, 2-20/3 O.C. (I E A D4, 170' 2" RMC O 0 I e, 40' p48 0 2" RMC, 16/6 PR INTERCONNECT BID SET ONLY 3' © i Li \ I W 34 nrno r n ur • n ....� r, .. Ao? t c t _ �`uJ ArrpKU%Pc�V.v_v. �� _ THIS PLAN AS BEEN SUBMITTED _- --- - - _ r- L-�� 7 / _ - -- CONCRETE SIDEWALK - - V 7 �d J / / / / -�{-� -- - -- -I_Z_ L_ I H E -----�- _ _ r -J - - - - - - TO CONK. D.O.T. FOR APPROVAL - 18' ' AND IS SUBJECT TO REVISIONS 9 I I AS MAY BE REQUIRED BY THAT 12 -D6 O A D6 AGENCY. r3's �,r READ 9 BUGICL�IIVl7 ROAD Ol 17) - 1 - 6 © �. 5 5 r 1 I ELECTRIC UTILITY REPRESENTATIVE: TELEPHONE COMPANY REPRESENTATIVE: I< _--� 18' C:; f -D2 0 t 18 -- 2 ` A - A II NORTHEAST UTILITIES SERVICE COMPANY SNET - -_ I � � 18' � W � A (860) 665-2473 (203) 238-5620 D2®--- - A - - 5' W A 5 3 M 0- 0; 0=0 o ®-©-o-o-o=o o O- _ _ _ - i f T NY ROAD - 1ST FLOOR - 107 SELDON STREET 1441 NORTH COLD 4 - - - -<- -- --.- -x F .-.o�.o-O ./ _ _-_____- _--- I '; I I � BERLIN, CT 06037 MERIDEN, CT APPROX. R.O.W. M o-© <-®-a- °-`� ❑ l_ ° i I`� n�c . \� \ I 29I Ii I ATTN: STEPHEN KLUBNIK ATTN: SUSAN PADDOCK 38 I I Il iI ENGINEERING MANAGER-T&D PROJECTS SUPERVISOR O.N.E. m D38 �� CONCRE E SIDEWALK ( If n = - - --APPROX. R.O.W. -� i G 140' o =1 j D -, 150' \ 0 2" RMC, 14/2 DEVELOPER: ENGINEER: o SIGN LEGEND 2" RMC, 2-14/2 A EVERGREEN WALK LLC F.A. HESK''-TH & ASSOCIATES, INC. , J - 2" RMC, 14/2 0 I 2-2" RMC, 2-14 21, 2-14 7, 12-14 2, 2-20 3 O.C. (804) 422-5566 (860) 653-8000 29 2RMC (SPARE 2" RMC, 2-14/2 )� 2/ � �A 31 --0445 I 1 I� d -" " RMC, 14 6 PR INTERCONNECT E3 ` ] 1109 ROSE LANE 6 CREAMERY BROOK ONLY ONLY OA 4 2" RMC, 14/2 2" RMC, 8/2 SERVICE I VIRGINIA BEACH, VA 23451 EAST GRANBY, CONNECTICUT 06026 OB " 2-2RMC, 2-14/21, 14 7, 7-14 2, 2-20 3 O.C.CC,) I 31--0307 � � 2" RMC, 14/7 I � � / / / � ` ATTN: JOHN FINGUERRA email smitchell®fahesketh.com OA 2" RMC, 14/7, 3-14/2 J �� I 2-2" RMC, 2-14/21, 14/7, 3-14/2, 2-20/3 O.C. I i1/9, 14/7, 2-14/5, 3-14/2, 20/3 O.C. I �I a_- ® 14/21, 14/7, 3-14/2, 20/3 O.C. Il O 31-5505 40 2- 14/9, 14/7, 2-14/5, 3-14/2, 20/3 O.C. 30 i or -- RETAINING WALL �C �1i� �°TI[� J`T 5-11 f9, 14/7, 2-14/5, 3-14/2, 20/3 O.C. ) 2" RMC, 3-14/2 150' X 38' EASEMENT TO THE TOWN OF SOUTH WINDSOR iI D E IPART ENT OF TRtLl."V SPORTATIOIN SPAN POLE INFORMATION FOR SIGNAL EQUIPMENT MAINTENANCE. 4 3/14/03 SFM MISC. PROJECT TITLE: SEE SEPARATE INTERCONNECT PLAN 3 /20/02 SFM TOWN COMMENTS I 32' 22" B.C., 10,000 LB LOAD AT YIELD 4,000 LB STRINGING TENSION I �� I_ EXPO CENTER `r ,r TOWN SIGNAL ' � SEE SEPARATE PLAN FOR SIGNING AND PAVEMENT MARKINGS 2 v16/o2 SFM TOWN COMMENTS I LEGEND: - -- .-�_--,_-- - O PROPOSED WOOD SPAN POLE PROPOSED UTILITY POLE TRAFFIC SIGNAL FACE 171 MAGNETIC DETECTOR STING CONTROLLER -�- EXISTING R.M.C. °-® MICROWAVE DETECTOR TRAFFIC CONTROL SIGNAL LAYOUT - TOWN OF SOUTH WINDSOR I 1 2-13-0 SFM EASEMENT T r ' PROJECT N®': 00167 (RIGID METAL CONDUIT) BUCKLAND ROAD AT SOUTH WINDSOR 18 EXISTING WOOD SPAN POLE EXISTING UTILITY POLE T PEDESTRIAN SIGNAL HEAD SD SYSTEM DETECTOR (�t PROPOSED HANDHOLE I <> CABLE CLOSURE -Z STRAIN INSULATOR TERMINATION CARD FILE NAME: SCALE - 1"�40 BUCKLAND ROAD AT I NO. DATE INIT, DESCRIPTION I EVERGREEN WALK DRIVE AND DRsab�]NG NO.: CP.1.3 ® PROPOSED STEEL SPAN POLE ❑ PEDESTAL MOUNTING 01 AUDIBLE PEDESTRIAN SIGNAL �� --;;OPTICAL DETECTOR L�J ® AUXILIARY TERMINATION CABINET EVERGREEN WALK DRIVE AND i DRAWING T SIGNAL O: EXISTING HANDHOLE -b DET, LEADS IN SAW CUT NORTHERN HILLS DRIVE TRAFFIC SIGNAL EXISTING STEEL SPAN POLE 0 PEDESTRIAN PUSH BUTTON & SIGN LOOP DETECTOR PROPOSED CONTROLLER -PROPOSED R.M.C. ® AUXILIARY EQUIPMENT CABINET DATE PLOTTED: NORTHERN HILLS DRIVE REVISIONS I PLAN SHEET ® RICID METAL CONDUI PRE-EMPT 1 PRE-EMPT 2 PRIORITY NO NO DET LOCK ON ON DELAY 0 0 ALT MIN GREEN 6 6 ALT MIN YELLOW PARENT PARENT ALT RED PARENT PARENT ALT PED CLR 0 0 HOLD GREEN 6 6 HOLD YELLOW 3.0 3.0 HOLD RED 2.0 2.0 HOLD PHASE 2 + 5 2 -1- 6 1 -F 6 2 + 6 _ EXIT PHASE EXIT CALL 1,3,4 3,4,5 11 z w 0 z z J PROJ. MANAGER: CHIEF DESIGNER: REVIEWED BY- nATF V 4 01/30/03 LENGTHENED NORTHERN HILLS SIDEWALK I 3 1/14/03 REVISED DRAINAGE PER TOWN COMMENTS " 2 11/27/02 ADDITIONAL NOTES AND DIMENSIONS BY 1. 11/20/02 ADDED DIMENSIONS No. DATE DESCRIPTION REVISIONS SEAL SEAL SCALE: HORZ.: 1" 40' VERT.: DATUM: HORZ.: VERT.: 40 20 0 40 GRAPHIC SCALE FUSS & O'NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 mpo860.646.2469 www.FandO.com EVERGREEN WALK, LLC BUCKLAND ROAD WIDENING PLAN EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. PROJ. No.: 00-481-X10 nATF• l l /l q/!1'> �. I /IV/VL ■ c1� 1. Ju 0 W U PROJ. MANAGER: SEAL '; SEAL SCALE: ra FUSSO°� ILL INC. Consulting Engineers ' 146 HARTFORD ROAD, MA CHEST R, CONNECTICUT 06040 O mm0 www.FandO.com FVIRR CjR'F I.; �.1�T lj�TAT .K � X .(�' NTD14 BUC�DENl��TG PLAIST PHASE m EXPO DESIGN �� CENTER 35 BUCKLA D ROAD SOUTH WINDSOR, CT. CHIEF DESIGNER: HOf<G'.: 1' = 4U: 5 02/23/04 REVISED BUCKLAND WIDENING, CHANGE OF TITLE REVIEWED BY: DATE VERT.: 01/30/03 LENGTHENED NORTHERN HILLS SIDEWALK DATUM' 3 1/14/03 REVISED DRAINAGE PER TOWN COMMENTS HORZ.: 2 11/27/02 ADDITIONAL NOTES AND DIMENSIONS VERT : 1. 11/20/02 ADDED DIMENSIONS 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC: SCALE PROJ. No.: 00-481-X10 DA I E: 11 / 13/02 7 O (0 J 0 0 U w O x 00 0 0 IL 0 00 It 'o 0 0 N i Z Q w U7 5 U D DECORATIVE WALL PROPOSED SIDEWALK EXISTING GROUND PROPOSED PARKING PROPOSED RAIN GARDEN onnn 11% v r%v WIDENING EXISTING CURB EXIST BUCKLAND ROAD i l "Mill 2+00 NG CURB PROJ. MANAGER: SEAL SEAL SCALE: ! �U �U�� �� °�� ���� INC. I � Consulting En 9Zneers 146 HARTF❑RD ROAD, MANCHESTER, C❑NNECTICUT 06040 860,646.2469 www.FandO.com EVERGREEN WALK, LLC B l��.�i LAND ROAD WIDENING SE �_ �OT� EXPO DESIGN CENTER BUC KL,AND ROAD SOUTH WINDSOR, CT. CHIEF DESIGNER: H0RZ.: 1 _ 20 REVIEWED BY: DATE VERT.: 1 "-=20' DATUM: HORZ.: VERT.: 1 20 10 0 20 � No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481 C10 DATE: 11 /13/02 r-' l i-----7 - uj U m U z Q 2 W_ cn 6' 6" x 3/8" x 9'- STEEL RAIL (TYI 6" x 3/8" x 2'— STEEL SPLICE PL/ 3/4" x 8 1 /2" AASHT FBC20 CARRAGE BOLT W/ NUT & WASP (TYP.) 5/8" x 7" AASHTO FBC16 CARRIAGE BOLT W/ NUT & WASHER (TYP.) DELINEATOR REFLECTOR SEE NOTE 2 AND SPACING TABLE (TABLE 1) SPLICE PLATE 13/16" DIA. HOLE (TYP.) 6" x 12" x 9'—1 l 1 /2" ROUGH SAWN TIMBER RAIL 5/8" DIA. x 4" LAG SCREW PREDRILL 3/8" HOLES 3" DEEP IN TIMBER (TYP.) 11" WOOD BLOCKOUT W b x -I n�S I LEL MUST, 6'-6" LONG POST CONNECTION PLAN (DIMENSIONS ARE TYPICAL) 3 1 /2" 6" x 12" x T —11 1 /2" ROUGH SAWN TIMBER RAIL 1 " 1 1 /2" ° ° ° o ° 1 1 /2" 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS -- - STEEL RAIL STEEL POSTS, 10' O.C. (TYP.) 3/4" x 8 1 /2" AASHTO urul-nl FBC20 CARRAGE x1" MIN. BOLT W/ NUT & WASHER �GALV. COATED (TYP.) 6"X12" RAW SAWN TIMBER (COVER EXPOSED POST) POST CONNECTION ELEVATION. ION :R/ CAP SCREEN WALL SECTION DETAIL SCALE: 1 /4" = 1'-0" 3/4" x 8 1 FBC20 CAR BOLT W/ NUT & WASHER (TYP.) 2'— 6" 1 ?„ 3 „ >, 37„ 3„ 7?„ 3„ 3„ 3: _ x 2?" BOLT SLOTS 1? ?" x 1 ?" BOLT SLOTS (TYP.) STEEL SPLICE PLATE DETAIL 6" x ?" x 2'- 6" 9,_ 6 22 _ 3„ 2, — 6„ ?"X19/16" LOTS (TYP.) 1? 0 0 3 0 o 1 3" (TYP. ) 2, — 6,> 2, — 3" 2" DIA. HOLES (TYP') ?" DIA. HOLES FOR LAG SCREWS (TYP.) I S O S END OF TIMBER RAIL fro 6„ 3„ 8?" 1 8?„ 13„ I 1,-1 ?„ 1,-1 ?„ 13» 1,-1 ?„ 1,-1 �„ 13„ L8?" 8?„ JSJ.. „ 6„ j2?" (TYP.) STEEL RAIL DETAIL 6" x ?" x 9'— 6" DELINEATOR REFLECTOR 4" x 8" x 11 " BLOCK 1 SECTION A -A I IM"BER RAIL DETAILS AILS 7" AASHTO BCF16 E BOLTS AIL & SPLICE PLATE fTOP OF SLOPE OR WALL "X12" RAW SAWN TIMBER (COVER EXPOSED POST) UNCOATED ASTM A 588 STEEL 4'-2" TO 4'-5" GALVANIZED IN ACCORDANCE WITH ASTM A 123 PUS I DETAIL 3 1 /2" 3" ?" DIA. HOLES NOTES 1. DELINEATOR REFLECTORS SHALL BE BROWN PLASTIC INVERTED T-SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020, OR APPROVED EQUAL. REFLECTIVE SHEETING SHALL BE SQUAR AND A MINIMUM OF 9 SQUARE INCHES, AND CONFORM TO SECTION M.18.09. DELINEATORS SHALL BE ATTACHED WITH FOUR (4) 1"-LONG, GALVANIZED WOOD SREWS. REFLECTORS SHALL BE SPACED IN ACCORDANCE WITH THE TABLE, AND POSITIONED PERPENDICULAR TO THE ADJACENT EDGE OF LANE. DO NOT ATTACH REFLECTORS ON FLAIR OR TERMINAL SECTIONS. REFLECTIVE SHEETING SHALL BE SILVER -WHITE ON ALL RAIL SECTIONS ADJACENT TO THE RIGHT SHOULDER, AND YELLOW ON RAIL SECTIONS ADJACENT TO THE LEFT SHOULDER OF TRAVEL LANES. 2. A 5/8" DIA. X 4" LAG SCREW AND WASHER SHALL BE INSTALLED IN PLACE OF THE 5/8" DIA. X 13" CARRIAGE BOLT IN THE ABSENCE OF ANY MID -RAIL POST CONNECTION. 3 ALL CONNECTION HARDWARE SHALL BE SUFFICIENTLY TIGHTENED TO ACCOMMODATE FOR SHRINKAGE OF THE WOOD ELEMENTS. PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL INC. Consulting Engineers J9 DO 146HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC GUIDE RAIL DETAILS EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: - HORZ.: VERT.: 1. 04/01/03 ADDED WALL WALL DETAIL 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 C1.5.1 G 0 cM W 00 x 0 L X N CD 0 (5 a) W a. 00 v? 0 M 0 a N N L6 U CF, 0 a C) 0 x 00 a 0 c a 'a m U z Q J w U) U *RESEAL WITH HOT RUBBER ASPHALT JOINT SEAL METAL BEAM RAIL CONFORMING TO STATE STANDARD SPECIFICATION M.04.02 TYPE R-B OR DECORATIVE BUCKLAND ROAD VARIES VARIES 4' 12 WALL -EXISTING PAVEMENT SEE ROADWAY PLANS 2:1 MAX., [-3: 1 MAX. SAW CUT** 12' 8» 8„ RESIDENTUAL MIN. * BITUMINOUS CURB---\ 1/2"/FT. 1/4"/FT. .- — - _ _ _ _ _ _ = 3 8" PER FT CROSS SLOPE 4" TOP SOIL 5" CONCRETE SIDEWALK (8" CONC. AT DRIVES WITH 6"X6"X10/10 WIRE MESH) 8" PROCESSED OR BANK GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5.01.1 5" BI'IUMINUUS CUNCKEIE SURFACE COURSE, CLASS I L 3" PREMIXED BITUMINOUS BINDER BASE COURSE, CLASS IV 12" PROCESSED AGGREGATE BASE BUCKLAND ROAD SECTION (THIS DETAIL IS PROVIDED FOR CO—ORDINATION PURPOSES. ACTUAL WIDENING OF BUCKLAND ROAD WILL BE PERFORMED BY A SEPARATE CONTRACTOR.) UNIFORM LENGTHS OF10 TO 20 FEET` * EXCEPT AT RAINGARDENS WHERE TOP OF CURB IS FLUSH CLOUSURE OR END LENGTHS NOT LESS THAN 6 FEET WITH PAVEMENT AT FLUSH SECTIONS SHALL BE 4` LONG RAINGARDEN INLETS -1" EXPANSION JOINT EVERY 40 FT. OTHERWISE BUTT ENDS TOGETHER i-1" CHAMFER /,-5000#P.S.I. CONCRETE ASPHALT SEALAI`.T I I V / 00 e - N t, io NOTES: DIMENSIONS AND DETAILS ARE SUBJECT TO MANUFACTURES TOLERANCES. HEAVY BROOM FINISH SEPARATE SECTIONS BY 1/8" STEEL TEMPLATE w Z Z3 �7_ 1 3 w 0 P �gRiEs 1/4": 1' ELEVATION CONCRETE CURB npAniNIr PLAN 5.07MAX. SLOPE - SEE `2 .. L 1 1 /2" BITUMINOUS CONCRETE - CLASS 2 2" BITUMINOUS CONCRETE - CLASS 2 FOR TRUCK ACCESS AREA I-2" BITUMINOUS CONCRETE - CLASS 1 L6" PROCESSED AGGREGATE BASE 12" SUBBASE IN AREAS OF CUT OR FILL SECTION PARKING LOT SECTION ' VARIES - SEE PLAN 1' BIT. CURB 3/8 BIT. Mom ELEVATION -ISLAND -LOCATION AND WITH ALL MATERIALS ARE TO MEET VARY SEE PLAN CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED VARIES - SEE PLAN ::I POINT OF 2' APPLICATION OF GRADE 12" ao —� w CURB 3 8" 1 BIT. CURB " ' 1 4" 1' a $� opF VqR/ES w SIDEWALK 4" TOPSOIL & fif L5" CONC. SEE DETAIL SEED �_d SIDEWALK 6" PROCESSED TRAPROCK BASE I? SEE DETAIL (COMPACTED) MEET GRADATION M05.01-1 U 2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) AND 4" TOPSOIL & 12" MIN. BANK RUN GRAVEL SUBBASE 2" BITUMINOUS CONCRETE CLASS 1 SEED OVER PREPARED SUBGRADE (COMPACTED) BINDER COURSE (COMPACTED) MEET GRADATION OF M2.06 GRADING B ACTUAL DEPTHS & MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. ACCESS ROAD SECTION f, 12 I 6" R BACKGROUND -BLUE, REFLECTORIZED YELLOW REFLECTIVE PAINT LEGEND -SILVER, REFLECTORIZED x o N 5. HANDICAPPED 4 10 PARKING N I STATE PERMIT REQUIRED LL1f-- VIOLATORS 00 Z SUBJECT TO W Pco 2 ENALTY Q Wa�0, 67 Q WHITE 4' 2%2" STEEL TUBE WITH WELDED TOP ,o CAP ANCHORED 24" IN SOLID CONCRETE. CONNDOT SIGN NO. 31-0629(P) HANDICAP SIGN OF PARKING SPACE HANDICAP SYMBOL UAAlnl/`AD CIrAI /TVD N 1 8' 8' I 5' [ 10' I 9' I, 91 1 HANDICAP V. ANDICAP STALL 'STANDARD STA NOTE: 4" WHITE STRIPING STALLS 4" WHITE CROSS HATCHING GRAVEL BASE HANDICAP PARKING NOTES: 1. 1/2" EXPANSION JOINT BETWEEN FOUNDATION WALL AND CONC. SLAB 2. 1" EXPANSION JOINT AND FILLER AT 25' HAIRPIN STRIPING 0.80' R0.16' R0.21' I 60.1 5" 1 0.20' J FINISH BIT. CONC. BIT. CONC. BINDER OAD BASE 4" TOPSOIL & SEED NOTES: TYPE "K2" BIT. CURB 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.1 d4. FORM 814 A BITUMINOUS CONCRETE CONTROL JOINT AT 25' WITH POURED JOINT SEAL 1/4"x 2 2/3" DEEP SAW CUT /--W/6x6 W1.4x1.4 WWF 00 -.°• - •D ..e - - 6 6 b: ab: o:%C14 b: o.b:-d b: o:b: o:b: o:b PROCESSED AGGREGATE BASE SECTION CONCRETE TRUCK PAD CROSSWALK AND STAMPED CONCRETE ISLAND LIP CURB SECTION NOT TO SCALE LO N Ll- O I- 2 0 W W J O IZ J Q OO X Q EACH POLE IS TO BE GROUNDED WITH #8 BARE Cu WELDED TO 5/8"x 10' Cu CLAD ROD. HIGH PRESSURE SODIUM LUMINAIRES (BOULEVARD) METAL HALIDE LUMINAIRES (EXPO) VERTICAL LAMP PER LEGEND. HOUSE SHIELD ON POLES LOCATED NEAREST NORTHERN BOUNDARY LUMINAIRE, MOUNTING BRACKETS, POLE, AND BASE FINISH IS MATCHING AND OF DARK BRONZE ANNODIZED. FINISH AS DIRECTED BY ARCHITECT. REPAIR SCRATCHES IN FINISH. SUBMIT PHOTOMETRICS POLE RATED FOR 100 MPH WITH 130% GUST FACTOR. SUBMIT POLE AND LUMINAIRE E.P.A. DATA. NOTES: 1. ALL CONCRETE IS PER SPEC. PAINT EXPOSED FOUNDATIONS PER OWNERS DIRECTION. 2. RE —ROD FOR STEEL POLE FOUNDATIONS IS 8#5 VERTICAL BARS WITH #3 CIRCULAR TIES EVERY 12". Z O 1= MAKEUP ALL WIRING SPLICES WITHIN POLE HANDHOLES. z PROVIDE TWO OR THREE IN LINE FUSES SIZED FOR O LIGHTING LOAD. C3 Z O U POLE BASE OR BOLT NUT COVERS O x USE DOUBLE ANCHOR BOLT, NUTS, w AND COMPOUND THREADLOCKER 2 O SEAL ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER O (� II 1) CONC. LIGHT FOUNDATION r`' II II II II II II FIN. GRADE --- E u_ ��- I� 1.25" PVC, XHHW, CU L _ _ J ADJACENT LIGHT POLES SLEEVES AS REQ'D 24"DIA . STUBBED TO 1" ABOVE FOUNDATION TOP. ELEVATION LIGHT POLE- NTS NOTES: 1). POLES THAT ARE NOT LOCATED IN ISLANDS OR BACK OF CURB MUST BE LOCATED AT PAINTED PARKING STALL INTERSECTIONS. 2). CONCRETE BASE TO BE 30" CLEAR OF CURB FACE. 3). ALL WIRE TYPE XHHW CU. 4). ALL BURIED CONDUIT IS SCHEDULE 40 PVC 5). AIM/TILT ALL FIXTURES PER MANUFACTURER'S DIRECTION. 6). TEST ALL WIRE WITH INSULATION TESTER & PROVIDE RESULTS TO PROJECT MANAGER. 7 04/01/03 REVISED PARKING STRIPING DETAIL PROJ. MANAGER: MMC SEAL SEAL SCALE: J&SN FUSS & O'NEILL INC. Consulting Engineers MAON6CH6E24 9, CONNECTICUT 06040 ' 146 HARTFORD ROAD, 860.646.2469 www.FandO.com EVERGREEN WALK, LLC CONSTRUCTION DETAILS EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR 6 02/20/03 CONCRETE CURB NOTES CHIEF DESIGNER: DRC HORZ.: N.T.S. 5 01/27/03 ACCESS ROAD DIET. REVISION REVIEWED BY: DATE VERT.: 4 01/14/03 REVISED CURB AND BUCKLAND RD SECTION, CONC. PAVE. DETAIL DATUM: 3 11/20/02 ADDED ACCESS DRIVE SECTION HC)R7 . 2 11/13/02 REVISED WIDENING DETAIL VERT.: 1. 10/11/02 LIGHT POLE AWP 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-XlO DATE: 10/07/02 C1.5.2 0 m 00 00 x 0 C� E 0 0 0 CD N M uO N L6 U 15 0 a� 0 x CID 0 w n C (0 In 0 m U c< C J u > CD *RESEAL WITH HOT RUBBER ASPHALT JOINT SEAL CONFORMING TO STATE STANDARD SPECIFICATION M.04.02 BUCKLAND ROAD VARIES VARIES 4' 12" EXISTING PAVEMENT SEE ROADWAY PLANS PHASE 2 SAW CUT** -,\\ 12' g" 8,> MIN. * BITUMINOUS CURB---\ _ 1 /2"/FT. - - 1 /4"/FT. 3 8" PER F CROSS SLOPE - ��1 METAL BEAM RAIL t TYPE R-B BACKGROUND -BLUE, REFLECTORIZED OR DECORATIVE LEGEND -SILVER, REFLECTORIZED WALL 2: 1 MAX., HANDICAPPED PARKING 3: 1 MAX. STATE PERMIT RESIDENTUAL r MOLAA'TORS O z w SUBJECT TO PENALTY m a w 00 > Q WHITE 2"x2'I STEEL TUBE WITH WELDED TOP CAP ANCHORED 24" IN SOLID CONCRETE. I I �— 4" TOP SOIL 5" CONCRETE SIDEWALK (8" CONC. AT DRIVES WITH 6"X6"X10/10 WIRE MESH) 8" PROCESSED OR BANK GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5.01.1 3" BITUMINOUS CONCRETE SURFACE COURSE, CLASS I 3" PREMIXED BITUMINOUS BINDER BASE COURSE, CLASS IV 12" PROCESSED AGGREGATE BASE BUCKLAND ROAD SECTION (THIS DETAIL IS PROVIDED FOR COORDINATION PURPOSES. ACTUAL WIDENING OF BUCKLAND ROAD WILL BE PERFORMED BY A SEPARATE CONTRACTOR.) UNIFORM LENGTHS OF10 TO 20 FEET" TOP OF CURB IS FLUSH CLOUSURE OR END LENGTHS NOT LESS THAN 6 FEET -1" EXPANSION JOINT EVERY 40 FT. OTHERWISE BUTT ENDS TOGETHER r-- 1" CHAMFER N OTES: DIMENSIONS AND DETAILS ARE SUBJECT TO MANUFACTURES TOLERANCES. HEAVY BROOM FINISH SEPARATE SECTIONS BY 1/8" STEEL TEMPLATE SOUTH PROPERTY LINE 3' P��ES 1�1 �QE MPS. S� n N TIMBER GUIDE RAIL SEE PLAN FOR LIMITS ELEVATION EXCEPT AT RAINGARDENS WHERE FLUSH SECTIONS SHALL BE 4' LONG ASPHALT SEALANT — I UD CONCRETE CURD 8"X18"CONCRETE CURB SEE DETAIL 4' , 2' , 37' AND VARIES —SEE 7lI :A• .Wl ELEVATION WITH PAVEMENT AT RAINGARDEN INLETS OO#P,S.I. CONCRETE LO 12 N C GRAVEL BASE CONNDOT SIGN NO. 31-0629(P) HANDICAP SIGN 8' I. 8' TIVE PAINT OF PARKING SPACE HANDICAP SYMBOL LJAAInir'AD CI(`M (TVD 1 5' 10' 9' 15' HANDICAP STALL STANDARD STA NOTE: 4" WHITE STRIPING STALLS 4" WHITE CROSS HATCHING HANDICAP PARKING VARIES 26' AND VARIES -SEE PLAN VARIES -SEE PLAN 11' MAX POINT OF , APPLICATION o OF GRADE 12' w J FCURBE RETE w ETAIL 4" TOPSOIL AND---' ,z,, SEED v 8"X18"CONCRETE" CURB SEE DETAIL TIMBER GUIDE RAIL i SEE PLAN FOR LIMITS NORTH WALL AND REQUIRED BACKFILL TO CONSTRUCT WALL BY SITE CONTRACTOR (SHOPS AT EVERGREEN WALK) 5" CONC. SIDEWALK--� 6" PROCESSED TRAPROCK BASE 4 TOPSOIL AND (COMPACTED) _ _ . -_ IQ rnNIrQ�T� rI Acc � SFFn (PHASE 2) (COMPACTED) MEET GRADATION M05.01-1 SURFACE COURSE v(COMPACTED)JAND 2" BITUMINOUS CONCRETE CLASS 1 NOTE 12" MIN. BANK RUN GRAVEL SUBBASE ALL MATERIALS ARE TO MEET OVER PREPARED SUBGRADE (COMPACTED) BINDER COURSE (COMPACTED) CONN. D.O.T. SPECIFICATIONS MEET GRADATION OF M2.06 GRADING B FORM 814A AS AMENDED NOTE ACTUAL DEPTHS & MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER, T MAANACK AVENUE ROAD S CTI00N 9 04/26/04 CHANGED CURB TYPE 8 02/23/04 CHANGE OF TITLE 7 04/01/03 REVISED PARKING STRIPING DETAIL PROD. MANAGER: MMC 6 02/20/03 CONCRETE CURB NOTES CHIEF DESIGNER: DRC 5 01/27/03 ACCESS ROAD DIET. REVISION REVIEWED BY: DATE 4 01/14/03 REVISED CURB AND BUCKLAND RD SECTION, CONC. PAVE. DETAIL 3 11/20/02 ADDED ACCESS DRIVE SECTION 2 11/13/02 REVISED WIDENING DETAIL 1. 10/11/02 LIGHT POLE AWP No. DATE DESCRIPTION BY REVISIONS e: aSJE. pF SF I , ��•:i9iiiiLYi�:1,'t• SEAL SCALE: HAIRPIN STRIPING SEE GRADING PLAN 5.0% MAX. SLOPE - S��_ NOTES: 1). POLES THAT ARE NOT LOCATED IN ISLANDS OR BACK OF CURB MUST BE LOCATED AT PAINTED PARKING STALL INTERSECTIONS. 2). CONCRETE BASE TO BE 30" CLEAR OF CURB FACE. 3). ALL WIRE TYPE XHHW CU. 4). ALL BURIED CONDUIT IS SCHEDULE 40 PVC 5). AIM/TILT ALL FIXTURES PER MANUFACTURER'S DIRECTION. 6). TEST ALL WIRE WITH INSULATION TESTER & PROVIDE RESULTS TO PROJECT MANAGER. FINAL.: PLANIS Tr,'`'n/Ri OF SOUTH'UVINDSOR AUTHO1RiZED SIGIM,gTiJRE DATE: L-1 1/2" BITUMINOUS CONCRETE — CLASS 2 2" BITUMINOUS CONCRETE — CLASS 2 FOR TRUCK ACCESS AREA L-2" BITUMINOUS CONCRETE - CLASS 1 L5" PROCESSED AGGREGATE BASE 12" SUBBASE IN AREAS OF CUT OR FILL SECTION PARKING LOT SECTION NOTES: 1. 1/2" EXPANSION JOINT BETWEEN FOUNDATION WALL AND CONC. SLAB 2. 1" EXPANSION JOINT AND FILLER AT 25' /-CONTROL JOINT AT 25' WITH / PVURED JVIINI I SEAL „ 1/4% 2 2/3" DEEP SAW CUT W1.4x1.4 WWF ••s 00 71 N b: 0: 0.0: 0.0. 0.0 PROCESSED AGGREGATE BASE SECTION CONCRETE TRUCK PAD CROSSWALK AND STAMPED CONCRETE ISLAND HORZ.: N.T.S. VERT.: DATUM: HORZ.: VERT.: 0 GRAPHIC SCALE HIGH PRESSURE SODIUM LUMINAIRES (BOULEVARD) METAL HALIDE LUMINAIRES (EXPO) VERTICAL LAMP PER LEGEND. HOUSE SHIELD ON POLES LOCATED NEAREST NORTHERN BOUNDARY LUMINAIRE, MOUNTING BRACKETS, POLE, AND BASE FINISH IS MATCHING AND OF DARK BRONZE ANNODIZED. FINISH AS DIRECTED BY ARCHITECT. REPAIR SCRATCHES IN FINISH, SUBMIT PHOTOMETRICS DnI r- DAT�n rnQ Inn NA Au IA/ITW 17n% I VLL 1\M ILL/ 1 VI\ 1 VV Itlll 11 P1 111 1-. GUST FACTOR, SUBMIT POLE AND LUMINAIRE E.P.A. DATA. NOTES: 1. ALL CONCRETE IS PER SPEC, PAINT EXPOSED FOUNDATIONS PER OWNERS DIRECTION. 2. RE -ROD FOR STEEL POLE FOUNDATIONS IS 8#5 VERTICAL BARS WITH #3 CIRCULAR TIES EVERY 12". Z O Q MAKEUP ALL WIRING SPLICES WITHIN POLE HANDHOLES. 0 z PROVIDE TWO OR THREE IN LINE FUSES SIZED FOR o LIGHTING LOAD, LL U z O U o POLE BASE OR BOLT NUT COVERS cn O X USE DOUBLE ANCHOR BOLT, NUTS, AND COMPOUND THREADLOCKER c O SEAL -� ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER M CONC. LIGHT FOUNDATION FIN. GRADE N 1,25" PVC, XHHW, CU ADJACENT LIGHT POLES SLEEVES AS REQ'D 24"DIA STUBBED TO 1" ABOVE FOUNDATION TOP. — EACH POLE IS TO BE GROUNDED WITH #8 BARE Cu WELDED TO 5/8"x 10' Cu CLAD ROD, ELEVATION 0 L UG'' T Fd NTS EV h '' IGPEEN WALK, LLC O 9IraFUSS & ONCE INC. Consulting Engineers CONSTRUCTION DZ TAILS 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 PHASE I o M� _ CENTER 860.646,2469 www.FandO.com 35 BUCKLAND ROAD SOUTH WINDSOR PROJ. No.: 00-461-X10 DATE: 10/07/02 CD cM 00 00 0 X N O c� _ U N (0 rn 0 co N N co O O N N rS L6 v 0 0 a� 0 X 00 0 0 'c c� a CD w co FLOW BALES TO BE - BUTTED TOGETHER 3 0 U_ PLAN BALED HAY OR STRAW EXIST. GRADE OR - PAVEMENT (DO NOT STAKE IN PAVEMENT) FLOW FILTER FABRIC OVER GRATE 2"x2"x3' LONG STAKES OR REBARS EACH BALE FINISH GRADE BURY TO A DEPTH OF 4" WEDGE LOOSE STRAW CATCH BASIN BETWEEN BALES TO CREATE REA ERA CONTINUOUS SECTION AT LOW POINT BARR HAYBALES 4000 PSI CONCRETE SLAB WITH LIGHT BROOM FINISH PARALLEL TO EDGE VARIES BITUMINOUS CONCRETE ROADWAY. SEE ROADWAY DETAIL ° w 2.9 x 2.9 X X X e, X WELDED MESH � WIRE R > .. e ' COMPACTED GRAVEL BORROW COMPACTED OR UNDISTURBED SUBGRADE CONCRETE CROSSWALK AND ISLAND NOTE: STAMPED ISLANDS TO BE RAISED 1 /2" ABOVE FINISHED GRADES. •':-- 6" � 6" 6" 24" "GRANITE SETT" MODULE STAMPED CONCRETE ISLAND COLORED CONCRETE N TOOLED JOINTS C.4 2' 2' 2' 2' 8' COLORED CONCRETE CROSSWALK E ''�j BUILDING E �OJ PLAN BACK OF WALK TOP OF CURB -GUTTER LINE ELEVATION - A GUTTER LINE RAMP 1 "/FT WALK TEXTURE -SEE DETAIL r ' CURBING RAMP SECTION E-E RAMP NOTES: 1. SIDEWALK RAMPS SHALL BE CONSTRUCTED AS SHOWN ON PLANS. 2. CARE SHALL BE TAKEN TO INSURE A UNIFORM GRADE ON THE RAMP. FREE OF SAGS AND SHORT GRADE CHANGES. N 3. WIDTH OF SIDEWALK RAMP SHALL BE AS SHOWN. 4. THE BOTTOM OF RAMP SHALL BE BEVELED AT THE GUTTER LINE. 5. THE MAX. SLOPE OF THE RAMP SHALL BE 1 " PER FOOT. 6. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE APPLICABLE STATUTES OF THE STATE OF CONNECTICUT. CONCERNING THE CONSTRUCTION OF SIDEWALK RAMPS. 7. SEE CONCRETE SIDEWALK DETAIL ABOVE FOR OTHER DETAILS NOT SHOWN CONCRETE HANDICAP RAMPS GRAVEL ACCESS ROAD 6" TOPSOIL NATIVE MATERIAL BACKFILL 10' CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE VERSA-LOK MODULAR CONCRETE FACING UNITS 2'•1 IMPERVIOUS FILL 12" DEEP .,-GEOSYNTHETIC REINFORCEMENT ti .r DRAINAGE AGGREGATE 12" THICK MIN. • r. A. \\/�` '-- DOUTLIET ©MI ENDOF PE WALL OR © 40' CENTERS MAX. - - - - - SLOPE TO DRAIN (1/8"/FT.) W/FILTER FABRIC C IMPERVIOUS FILL GRANULAR LEVELING PAD 30'-0" 6" THICK MIN. 5'-0" 5'-0" 5'-0" TOOLED JOINT 1/3 SIDEWALK DEPTH EVERY 5' TYPICAL SECTION - MODULAR CONCRETE RETAINING WALL NOT TO SCALE PROPERTY LINE 1 /2" PREFORMED FULL CUT CONSTRUCTION JOINT EXPANSION JOINT EVERY 30' C PLAN RETAINING WALL NOTES 1 4"1 SEE PLAN 4", 1 /4" / FT. .j �5" CONCRETE CLASS "C" (8" CONC. AT DRIVES WITH 6X6X10/10 WIRE MESH) 8" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5.01.1) SECTION C-C CONCRETE SIDEWALK 8" ROLLED GRAVEL SEE WETLANDS CONSTRUCTION DETAILS 2 WETLANDS BIOFILTER 1 � 1 \ NATIVE MATERIAL BACKFILL DETENTION BASIN BERM RETAINED BACK FILL -III=I 11 -III-I I APPROX. EXCAVATION LINE REINFORCED BACK FILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY 1. DETAILS AND NOTES DEPICTED HEREON ARE BASED ON VERSA-LOK RETAINING WALL SYSTEM. CONTRACTOR SHALL USE DETAILS AND INSTALLATION INSTRUCTIONS FROM APPROVED MANUFACTURER IN ACCORDANCE WITH SPECIFICATIONS. ACCEPTABLE WALL MANUFACTURERS SHALL INCLUDE VERSA-LOK, KEYSTONE, THE REINFORCED EARTH COMPANY, OR EQUAL AS APPROVED BY THE ENGINEER. 2. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 3. BENCH CUT ALL EXCAVATED SLOPES. 4. DO NOT OVER EXCAVATE UNLESS DIRECTED BY ENGINEER TO REMOVE UNSUITABLE SOIL. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED GRAVEL, 6" THICK MIN. 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD IN LIEU OF LEVELING PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT.. 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF WALL. 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-69fi1 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13. GEOSYNTHETIC TYPE, LENGTH, AND LOCATION SHALL BE PER WALL MANUFACTURER'S DESIGN. 14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 15, CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE UNDER CONSTRUCTION. 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 18. OPTIONAL COLOR: RED TO MATCH AREA RED ROCK 19. DETAILED WALL CONSTRUCTION PLANS, STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT, ARE TO BE SUBMITTED TO THE TOWN OF SOUTH WINDSOR FOR REVIEW PRIOR TO CONSTRUCTION. 772/20/03 ADD CROSS WALK DETAILS,REMOVESCREEN WALL PROJ.MANAGER: SEAL SEAL SCALE: r =■ FUSS & O'NEILL INC. Consulting Engineers O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK,LLC CONSTRUCTION DETAILS EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR 630/03 ADDED FENCE DETAIL CHIEF DESIGNER: HORZ.: N.T.S. 5 27/03 ADDED BERM DETAIL & OTHER CHANGES REVIEWED BY: DATE VERT.: 4 1/14/03 ADDED WALL NOTE 19, SCREEN WALL DETAIL, STAMPED CONC. DETAIL DATUM: 3 01/02/03 HAYBALE DETAIL FROM CG.5.1 HORZ.: 2 12/12/02 SWALE DETAILS VERT.: 1. 11/13/02 REMOVE SED. CHAMBER DETAIL O No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 C1.5.3 I O d' L\\LJ U) u O 66 U Z) 11+00 ACCESS RO D LIGHTING TABLE b.6 1.1 1.3 1.7 1.8 1.4 9.6 1.2 1.4 L.0 �.8 2.2 .6 i.8 �.9 •6 b.7 b.7 �.1 �.1 1.6 1 +00 0.1 0.1 t.6 b.6 �.6 1.1 1.0 b,6 b.6 b.7 b.6 9q#:QO 1.9 �.8 4.3 •5 �.6 �.0 1.2 L.0 �.6 `�.9 �.9 �.2 �.9 �4.5 �. L.8 L,3 1.2 1.2 t.7 b.7 7 2 �?6FOP-3 b.6 b.5 5 b.6 1.1 6 00 b.7 J.0 �1.2 L.8 04. '4 0 .7 1.8 b.8 0.1 0.2 �.6 �.6 b,6 i. 1.7 �.8 0.3 •7 •0 .9 4. 1 4.8 �.2 L.6 2 �.3 �.8 ,9 1.7 1.4 1.2 �.9 �.0 �.7 / 2.9 �.5 .7 .2 �.6 ,3 .6 0 0 t.9 b,9 �.2 .0 A2 b.5 5 b.6 1.2 1.6 �Z.9 83 0.1 b.8 �1.5 1.8 L.4 1.5 �.9 .5 A2�.4 2,8 1.5 b.7 `�.7 b.7 t.9 �.9 �.8 A2 0.5 p; 1.1 �.4 �.5 �1.0 �.8 �1.2 • �1 7 y2 6 8 7 �.6 b.6 t.7 �.2 0.1 1,1 1.3 :.<,,. :;: :. ,,:... � ,.. t .. I �.7 �.7 �.7 �.3 �L.S �.9 1.8 L.6 �.3 �. _ .2 04 �2 �.8 •6 0.8 0.5 1 �.8 �1.1 V. 0.4 ,... 0.3 • - 0.2 ':. i.0 i.3 i.0 �1.1 `b.8 8 2.6 2 1.4 1.1 0.1 0.1 . ,.:.. 0 ... b.9 I.0 1. L.4 Z.5 %.1 A 1 1.2 0.1 0.1 0.1i.3 �1.8 0.2 .9 1.6 1. .1 1.2 0.8 0.6 OBHS-1 °' 0.3 0.1 0.1 1.1 1.2 0.8 0.4 •5 b.6 �.9 0.1 .5 3.7 11.3 1.1 1.0 3 1.6 5 0. 1.3 1.6 1.5 1, , 1 2.1 2.5 3.0 2.8 2.1 0.3 0.2 0.2 0.2 1 0.7 .3 0.1 0.1 0.10 2H 1 1.4 1.1 1.8 2.3 2.9 2.9 2.2 1.5 0.8 1 °•.:::., 0.1 .5 1. 1.5 3.3 3 2.1 8 2.4 4 •0 1.3 1.2 0.6 1. 1.7 1.1 , .1 3.3 0.6 0.7 .4 0.3 • 4.4 0.1 0.1 0. 2.0 1 3.6 3 2.6 9 2.6 4.9 5.0 OB3. ' 3.9 1.7 2.3 3.2 3.3 2.5 1.8 1.1 1. i 3.7 1, 1.3 .5 0.1 2.8 2.3 1.3 1.1 1.9 4.6 6.1 OBi4 4.3 1.5 ° 0• 0.2 .1 I 0.1 0.1 .5 3.2 3 1.2 1.7 4.1 0.2 2.0 2.3 9 2.6 5.1 5.3 5.3 3.5 5 , 3 4.6 2.0 1.3 1.3 2.3 1 3.0 1• 1. 2 0.8 .5 0.2 2.5 1. 1. 0.5 .3 0.2 p, 2.1 4.6 5.2 5.3 4.1 1.9 1.3 OB3-20 1. 0.1 6 �QOB -14 , 3.7 3 1.8 1 7 2.6 3.2 3.5 3.4 2.8 1.7 4.4 6.4 6.3 4.8 2.0 1.1 2.7 I 3.0 1.7 1.7 .4 OOB S 4 '' 3.3 1 1. 2.3 3.0 3.5 3.5 2.9 2.1 1.5 3.7 B S 18°•2 .5 3 1.8 8 2.6 2.9 2.2 4.4 5.7 5.6 4.9 2.5 2.5 2.7 1• 1.5 0• 0.7 1.1 1.9 2.3 1.5 .9 0.7 11.0 2 2.9 1. 1. 2.3 2.9 2.6 2.6 3.0 2.1 1.6 2.8 2.9 0.8 0.2 3.0 4 1.9 8 2.5 4.3 4.8 2.7 3.9 4.1 4.1 4.0 3.2 1. 0.1 4.8 2.9 1, 1 1.9 2.3 2.3 09 50 Luminaire Location Sum ary Proiec+ All Pm1ec4w SegNo Label X Y Z Orient t X-Aimpt Y-Aimpt Z-Aimpt 1 A2 -97 519 25 90 0 -97 519 25 2 A2 It 14 521 25 90 0 14 521 25 3 A2 181 524 25 90 0 181 524 25 4 A2 335 533 25 90 0 335 533 25 5 A2 494 528 25 85 0 494 528 25 6 A2 633 513 25 85 / 0 633 513 25 2.7 3.8 4 2.5 1. 1.5 2.4 .9 4.9 3.4 2.2 1.6 1 3.4 2.2 1.6 2.5 4.0 5.5 6 5.4 4.5 2.8 1. 2.9 6.6 6.6 6.8 1.9 2.3 2.4 .0 0.1 4,5 1. 1. 2.4 °• .5 1.1 0�-IS- OB3-1 6.0 6.5 gg �.3 2.6 069 2 5.2 2.0 1.4 1.9 4.6 6.0 6.5 5. ' 5.3 5.1 3.3 1.9 .0 .7 9 OC-21 OC-22 1 2 2 1, 1.5 2.8 3.0 0.8 7 5.7 1 OB3-5 0.2 0.1 2.6 8.2 =/9"6.9 •8 2.7 3.5 5.4 1.5 4.4 ,1 a OB15 2.5 2.3 3.2 6.1 9.0 7.5 a n _ 4.9 1. 2.R -z �. B2 S Il 0.2 b.7 1.3 �.� 1.8 2.8 - - 9 2.4 5.4 8.5 1 4' S.3 .fir $.0 4.6 2.4 1.5 2.0 3.1 . 7 3.8 2.4 1.6 17 2.6 0.2 1^�:' , ,t-tea s,: 1` S ',1b l;",. 'j; ,<;. 0.9 •2 2•. 2.8 5 „:. �.• 2%#`.. 1.6 2.8 � • � •f•fi. •° r 6 r.. r 9: 8:••� 2. 9 2. 5 1 0 .9 y: 2.3 1.7 p, 0.2 .9 1.6 1.5 1.5 2.1 -7 ,, .1 4.2 7.2 .5 1.9 2.8 t 3.3 3. 3.0 2.6 1.4 5 .1 0. 1.5 = 2.8 2 4 5 Luminaire ScheJule Project: All Pr jests Symbol j city Label Arrangement VLurnens I LLF I watts Descriptlob 0 --------+ 6 1 A2 BACK -BACK 416000 10.810 1150 OVF1!LkP2 20180 (6 FT ARM) 7 f Numeric Su mary Project: AJV Projects Label Avg Max Min Avg/Min Max/Min Pts Roadway 1.84 14.9 10.5 13.68 19.80 1226 IESNA�P-8-00 Collec r Road R3 with High Pedestrian Traffic .9 avO, 4:1 ave/min / SI E LIGHTING TABLE UMINAIRE LOCATIONS No. Label MH Orientation 1 OB3 25.0 90.0 2 OB3 25.0 90.0 3 OB3 25.0 270.0 4 OB3 25.0 270.0 5 OB3 25.0 900 6 OB2HS 25.0 -18.7 7 E 18.0 270.0 8 E 18.0 270.0 9 E 18.0 270.0 10 OB3 25.0 1800 11 OB3 25.0 180.0 12 OBHS 25.0 90.0 13 OB2HS 25.0 0.0 14 OB2HS 25.0 -57.3 15 OB3 25.0 233.6 16 OB2HS 25.0 00 17 OB2HS 25.0 -25.5 18 OB2HS 25.0 180.0 19 OB2HS 25.0 180.0 20 OB3 25.0 270.0 21 OC 20.0 180.0 22 OC 20.0 180.0 1.2 1.3 2.3 1.9 II 7.5 3.3 5.2 5. 5.1 2.4 1 0.4 0.1 I 8 3.9 2.8 1.3 1.2 2 6 ElII 082HS-6 4 1 .5 1.1 3.5 5 5 C•7 O O to .5 3-104.9 2.5 0.9 0.3 0.1 � I [i _8 ?_.9 2.7 1.4 1.3 2.6 6.0 1.4 0. 3.2 5.1 5. 5.0 2.3 II . 0 .64 0.1 , EXPO DESIGN n 1.4 2.4 3.1 3, jl �U I 2.9 2.2 0.3 0.1 0.1 0.4 0.6 G� I 00 � 2.2 3.9 5 1.2 .5 �O 2.2 2.2 1. 2.3 1.9 it 0.1 0.2 L7 "9 , 250 1 , F% 0.9 0. 0.1 2.2 n 1 h _ I �� I i 134z Oo CID 2.4 0.1 3.1 3. 2.8 2.2 1 1D.B. 0.1 II 1.3 51 3.1 5.1 5. 5.0 2.3 .0 0 0.1 I n i LUMINAIRE CHEDULE `. Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts[] FLOODLIGHT WITH ONE 400-WATT C F1�R ' • 0/2 TFR 400M TA HAMMERTONE ED-37 METAL HA IDE, 97100301.IES 32000 0,72 930 s• REFLECTOR, CLEAR HORIZONTAL PO . GLASS. KVF 400M ASYFL SQUARE AREA LIGHT, ONE 400-WATT LEAR ,• OBHS 1 EHS ASYMMETRIC BT37 METAL H IDE, L09434.ies 36000 0.72 4 • DISTRIBUTION, FLAT VERTICAL BAS UP LENS, HOUSE SIDE POS. SHIELD. SQUARE AREA LIGHT, ONE 400-WAT CLEAR ,• 0B3 9 KVF 400M SYMFL SYMMETRIC BT37 METAL 4ZDE, Lti9432.ies 36000 0.72 1395 DISTRIBUTION, FLAT VERTICAL BAT UP LENS. POS. KVF 400M ASYFL SQUARE AREA LIGHT, ONE 400-WA CLEAR OB2HS 7 EHS ASYMMETRIC BT37 METAL ALIDE, LII9434.ies 36000 0 72 930 LP DISTRIBUTION, FLAT VERTICAL B E UP LENS, HOUSE SIDE POS. SHIELD. DIECAST TYPE IV, 250 WATT M TAL ❑ E 3 KAD 250M R4 SHORT, CUTOFF HALIDE - H IZONTAL 91102805.1ES 19500 0.72 295 • LUMINAIRE BURN STATISTICS Description Avg Max MinLIJ AGia. EXPO 2.9 fc 17.5 fc 1.0 fc 17.5:1 2.9:1 . • 1 ❑ t. I I � .5 1.1 3.4 5.4 3-114.9 2.5 0.8 0 n 1 I r- II Q 1.3 3.1 _ 2.2 .0 3 0.1 ' Z Kr=7772.1 2.8 �' ' � 3.0 2.5 1.9 0.9 3 0. °' 1 1.0 0.5 0.2 0. frn I 0.2 0.3 0.4 0.4 v.5 II 0.3 1 0.2 0.1 I' 0.1 0.1 0.1 0.1 0.1 0.1 0 0.1 D two-_== I l� - --- - - -- _ - --- - - -- W._._._... O Yi u7 O O O D c0 , N PRO llT _ �s rrI ll �/ n r ll r ll r- --0 a ll 06.00 + i 2�6 l 0 205 ll n 1 �I 0 TR" WELL TRENCH DRAIN A 66.3' ll a (ll uj 1 �F-, O ll o ll / / 4� J J �O I II II I� D m z � z 0 O O N M ;0 � 0 I 23.3' ITl I IIN I� � O O � O I� I II n 10 � � IIIrri III I z II I n II i O II I W F II I PROJ. MANAGER: MMC SEAL SEAL SCALE: r �■ FUSS & O'NEILL INC. Consulting Engineers �I to wcuwn-rr�nn nn•n u•ui.,tr- J/ `�� 146 HAINIFORD ROAD, MAIVLd EMER, CONNEC ICUI 06040 d/ 860.646.2469 www.FandO.com EVERGREEN WALK, LLC LIGHTING PLAN EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. CHIEF DESIGNER: DRC H0RZ.: 1" = 40' REVIEWED BY: DATE VERT.: 4 02/20/03 REMOVED SCREEN WALL JJG 10/07/02 DATUM: 3 01/14/03 MOVED LIGHT POLES IN FRONT PARKING AREA HORZ.: 7 L 4.1/7r%ln-) I lle-UIUG nC\/IOrn I I!"�I. IT AMR I rAll�TI In RCVIJCLJLIVf"I1 /AMIVILE1141GT S VERT.: 1. 11/13/02 REVISED TABLES 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-XlO DATE: 10/07/02 7 70 (0 G U) 0 1 m 0 w U) 125 115 105 [vim SSMH#14 STA 0+00/45+30.93 — GATEWAY TRUNK SEWER (NO'- !-_Q_QRT OF THIS APPLICATION) a6 3 x \ ag.2 \ x 1 } r I I 1 \ \ 1 -A110 a I 1 \ 1 1 \ I � \ 20 WIDE REINFORCED I 0 \ 1 I 1 0 \ \ \ GRASS ROAD SF S SF J1 �t _ • _... .. // O S I S 2+0000 fl - ; • - . • ...__. 1, _ _ S S � I S \ — �� co 7+ 0 _r 8+00\ „a. 9 �- 00 -`' _....�gCfi\-'- .\ S �106 S'm S S I S S X� S ' S fIr SF-96 12 .74 SF v I SF -- —fir= _—� SF ISTA: 6+70.23 I I � \ o `� SSt�IH#10� STA: 9+42.23 y \ SSMH#101 +80.23 SSMH 103 ) +I t I STA: 3+04.95 \ \ `\ \ \ \ \ cIf SSMH#100 a \ ` \ \ 1 /-n o. \ 1 I I 's"06_. 96.6 C o� IS I \ \ \ \ 90 BRusH OBSGUI GATEWAY TRUNK SEWER�) \ \ \ \ o PART OF THIS APPLICATION) / \ o '�`� 1 o 11 o (NOT A P l \ \ ,q / ! cd J �� \ O gyp On w • .... M Q ,- b - N — .. - - - 17— - 0 0100 I Z) RLq .. • . N - _ - Q ��cy) - - .......... _ cn� . �- ,� oor- - ®o. _ e -- - Z - FN e- Q 17 -p.... O e 1+ 0 I I a I 1# I t I t�- PROJ. MANAGER: MMC SEAL SEAL SCALE: v���� rrz�� �FUSS & O \ �EILL INC. Consulting Engineers _ 146 HARTFORD ROAD, 860.646.2469 N, CONNECIICUT 06040 www.FandO.com ---------------- EVERGREEN WALK, LLC ]I ���� ����1Le t� tPLANT 1�I�.e���3 �`� �i� EXPO DESIGN ���\\CENTER 35 BUC KLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: DRC HORZ.: 1" == 40' REVIEWED BY: DATE VERT.: 1"-4' DATUM: 01/27/03 ADDED REINFORCED GRASS ROAD HORZ : 2. 12/31/02 RELOCATED SEWER VERT.: 1. 10/11/02 SEWER REVISION AWP 4-0 20 0 40 No. DATE DFS(RIPTIC)N I RY GRAPHIC SCALE REVISIONS 135 125 115 110 PROJ. No.: 00-481-X10 DATE: 10/07/02 ((7U I o -o c- m U) I 0 LL m U ry w w U) z Q J \ S -,-------_-= S -- --- _fi�= t00 -�—_ 12+ � 0-,—�--- \ o \ � ` � \ \ \ - _ 135 S - ' Wig\ - - -- - - - - � - STA- 14+16.21 SSM 105 -� �- — — _— — _ - _ - - I - - -- - - \ \ _ _ _ C) !x I Ld IN ' ►7 i \ U) Nx 1 \ �� I mu 12+46.23 \ 2 - ---- o \ oo �STA: ' SSMH#104 —132- I I ❑ _ x \ I N '+co \ 20- ` ^ ❑ WDE REINFORCED \ N -° - - - co r - - - - - 1 �6 - \ \ �GRASS-RQAD _ ! Obb�� \ \ \ --1 \ ` \ f - _... 133 STA,16+�819 N /(A .00��� i ��2� \� \\ SSMH# 6 STA: 23+48 J \ \ \ z N \ \ wl- SSMH#110 '� f' _- \, A 64'-12 CCP \� \ \. rx f \, \N \ I I I 132 - -- 6.93 \ \ - \ I _ - _ ,'b� �\ 0/ \ \ \ \ \ RIP RAP 1 - \A- 224450 T T INV. 15 � 1�G. � � SSM 09 - - - H #1 - --� \ - _ 06, _ i \ \ \ k 1 STA' 17+42.19 \ \ \\ \ TA'-- - ' _ \ \ \ \ � o\ 1 Ss 1 \ SASH#10 \ w w w= v, --- INV. \ 114.5 - - - -- �' \ 12 4 6 `\ • I ( --{ \ IP RAP _1 18+00 \ S/ S 20` 8 _ §A O COS r / \ \ 03 \ `� S ` \ \ I /- 1 7 13 M 0 N \ / \ -�- -" - a 02—'_/ \. \ ,\— \ r I \\ IF 1 SF SF I. —,� I �\ r T \ o ,� m 3 —_ -- 0 145 145 o o ►i - - 135 135 00 re)co ,� v _ ....... ........ zitz 00wow— _ - N V) F- I— TOR SM H 10 0 � ,-- , 93 0 - 93 I V. 11.9 UT . . 0E ' _ 125 > 7 125 I _ ... _. IN 15.82 OU _ OR 8 3 1.0 27 . ....... .. ST RM f a V 0. 161 pvc 30 ' V o _ 115 u -I ST RM 1 'I � 11+ Ind I I �+l I I I A 1 1 1 1 PROJ. MANAGER: MMC SEAL SEAL SCALE: O FUSS & O NEILL INC. Consulting Engineers ' 146 HARTFORD ROAD, MANCHESTER, CONNEC-nCUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK LLC SANITARY SEWER PLAN & PROFILE EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR, CT. CHIEF DESIGNER: DRC HORZ.: 1 "' = 40' 5. 03/12/03 REVISED SEWER ELEVATION ACROSS ACCESS RD. REVIEWED BY: DATE VERT.: 1 "=4' 4 01/27/03 ADDED REINFORCED GRASS ROAD AND ADJUSTED GRADING DATUM: 3 01/14/03 STORM SEWER HORZ.: 2. 12/31/02 RELOCATED SEWER DRC VERT.: 1. 10/11/02 SEWER REVISION AWP 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC :SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 CU. 1 .3 z Q J LLI 2i 2—#4X4' TOF :ONCRETE UNIT FRAME ELEVATION NC. BLOCKS OR 6" TO 12" ALL JOINTS TO BE POINTED FLUSH & FULL ,AST CONCRETE OR ZETE MASONRY UNITS -D CONCRETE OR 'AST SLUMP OR SLAB :QUAL) 35DO PSI 6' OF 3/4" CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE FRONT ELEVATION BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. SIDE ELEVATION 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYP E "C" CATCH BASIN NOT TO SCALE 6' MATCH TO BOTTOM WIDTH EXISTING GRADE -11 MIN. �/ FLOW LINE 00 DODO 12" INTERMEDIATE RIPRAP 6 OZ/SY NON -WOVEN GEOTEXTILE RIPRAP SWALE AT BASIN OUTFALU EMERGENCY SPILLWAY 10' MATCH TO BOTTOM WIDTH EXISTING GRADE 4 1 MIN. O 1.5' O FLOW LINE O� �o�o 18" STANDARD RIPRAP 6 OZ/SY NON -WOVEN GEOTEXTILE RIPRAP SWALE N.T.S. NOTE: GRASS SEED TO BE APPLIED ON SWALE AT MINUMUM RATE OF 6 LBS/1000 SF. GRASS SPECIES TO BE PLANTED ARE LISTED ON NOTE #11, WETLAND CONSTRUCTION NOTES, SHEET 2" STONE CHECK DAM CG.5.1. SEE PLANS FOR LOCATIONS 14' MATCH TO - BOTTOM WIDTH LXI511NU UKADE .. o C O O .'...'. ........... .. . ........... FLOW LINE ......... . EROSION CONTROL MAT ' 12" TOPSOIL GRASS SWALE N.T.S. 10 02/20/03 REVISED RAIN GARDEN DETAIL 9 01/30/03 DETENTION BASIN OUTLET DETAIL/ EMERG. SPILLWAY t5 U1/1//U3 UE I EN I IUN BASIN UU I LE I DE I AIL T.F. ELEV.= 88.25 2'- 8" Of INV. ELEV= 18" OUTLE INV. ELEV= PROPOSED GRADE DEPTH TO INVERT VARIES SEE PROFILES 6' IN 12" MIN. 12" 12. 00o0o000o000000 0 0 0 0 0 0 0 0 1' - 66" 1' - 2' FRONT ELEVATION TYPE PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATIO WITH CONC. BLOCKS OR BRICKS, 6" TO 12" ALL JOINTS TO BE POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS PRE CAST SUMP OR SLAB (OR EQUAL) 3500 P 6" OF 3/4" CRUSHED NOTES: 1. MINIMUM COVER OVER TOP .� 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 SIDE ELEVATION "C-L" CATCH BASIN NOT TO SCALE L SEE DETAIL "A" Z -in I' _0» 5'-101,,, -0» O 2, -0- - IFICE - 87.0 f PIPE 85.0 8„ 6'-61 8„ 7'-10 " FRONT ELEVATION DETAIL "A" TYPE "C-L" CATCH BASIN DOUBLE GRATE TYPE II PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) DETENTION BASIN OUTLET WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND 1:3 MAX. SIDE SLOPE COMPACTED IN WISE LAYERS CURB (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRF NrI-I DETAIL NOT TO SCALE 6" MAX. PONDING CATCH BASIN T.F. 6" ABOVE BOTTOM OF RAIN GARDEN O.O. 0. (). o Q o O o 0 10 O o O o O o a o o O.O. 0.0 .O. O.O. O.O. O.O. O. �. o o o O o O o o O o 2 1/2' MIN. SOIL DEPTH SOUTH WINDSOR STANDARDD FRAME AND COVER ADJUST FRAME TO FIN. WITH CONC. BRICK (6" TO 12" MAX.) STANDARD STEPS (SEE MISCELLANEOUS MANHOLE DETAIL) ALL JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT CONCRETE OR BRICK INVERT. 2-3" BARK MULCH LOAMY SAND SOIL 6" OF CRUSHED STONE �- PERFORATED PIPE UNDERDRAIN - OPTIONAL* 1" CRUSHED STONE' * IF REQUIRED BECAUSE OF ROCK OR HARDPAN CONDITIONS TYPICAL RAINGARDEN SECTION NOT TO SCALE FINISHED GRADE 3' I 4" 1'-6" NEENAH TRAP HO MODEL # R3701-1 WITH HOOKS SEE NOTE 3 41 -d •A - - 9d• 4 .34 °-a _ •tr •• _ " a • - 9. - - - d s -- d d -6" DIA. STORM MANHOLE NOT TO SCALE TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS. TRAP HOOD 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' 8' 2' 1' 1' 5' 2' 4' 8 21" 13' 9' 1 2 1 2' 1 1 2' 1' 7' 2 1 2' 4 1 2' 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 A II L A II NI EXISTING GRADE NOTE: THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD ENDWALL OR FLARED ENDZ-6" BANK RUN GRAVEL SECTION A -A ENERGY DISSIPATER NOT TO SCALE A EXISTING GRADE OR OTHER SURFACE MATERIAL _FILTER FABRIC (SEE NOTE) NOTEI 18" INTERMEDIATE RIPRAP FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-' AND AOS OF 0.43 rm1 TO 0.22mm AND SHALL MEET AASHTO M288-96, 7 1 01/14/03 1 BASIN OUTLET DETAIL I IPROJ.MANAGER: V- v- SCALE: FUSS & O'NEILL INC. Engineers Consulting O 9 En 9 ' 146 HARTFORD ROAD, MANCHESTER, CONNEC11CUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC STORM SEWER DETAILS EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR 6 12/12/02 ADDED BASIN OUTLET/ SWALE DETAILS CHIEF DESIGNER: HORZ.: N.T.S. 5 12/02/02 REVISED GRASS SWALE DETAIL REVIEWED BY: DATE VERT.: 4 11/27/02 ADDED ENERGY DISP. DETAIL DATUM: 3 11/20/02 REVISED RAIN GARDEN DETAIL HORZ.; 2 1 11/13/02 1 ADDED RAIN GARDEN DETAILS VERT.: 1. 11/01/02 ADD 4' SUMP TO CB, TRAP HOOD, SWALE DETAIL 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE: BASIN PIPE PRO.I Nn • on-4R1-X1n DATE: 10/07/02 v v CU-5.1 O O ao O X co v O 0 c a - CD Z Q 66 0 MANHOLE FRAMES AND COVER SHALL BE OF THE TYPE AND MANUFACTURER INDICATED BELOW LOCATION TYPE MODEL MANUFACTURER UNPAVED AREAS HEAVY DUTY WATER TIGHT LAB248-1 E.L. LeBARBON FOUNDRY CO. (i.e. EASEMENTS) " (BOLTED & GASKETED) * 1502 CAMPBELL FOUNDRY CO. " 6502 LAPERLE FOUNDRY CO. PAVED AREAS HEAVY DUTY LA248-1 E.L. LeBARBON FOUNDRY CO. (i.e. STREET, PARKING LOTS) " 1027C CAMPBELL FOUNDRY CO. " 2927E LAPERLE FOUNDRY CO. * BOLTED SHALL BE 1/2" STAINLESS STEEL COVER - SECTION FRAME - SECTION COVER - PLAN SANITARY SEWER MANHOLES FRAME AND COVER Z X to to I I L Z P.E. x P.E. STUB STAINLESS STEEL STRAP (SAN. M.H. ONLY) END OF PIPE SHALL BE CUT FLUSH WITH INSIDE WALL BASE TO BE CONTRUCTED ON- 8" MIN. CRUSHED STONE BASE BRICK LINED INVERT AND SHELF (BRICK NOT REQUIRED FOR STORM M.H.) BRICK MASONRY OR CLASS A CONCRETE �r ;I �A r-0.80IA. -I-► A 4'-0" DIA. SECTION -SLOPE ® 3"/FT. SECTION A -A STANDARD HEAVY DUTY FRAME AND COVER. IN UNPAVED AREAS ANCHOR FRAME WITH CLASS A CONCRETE ADJUST FRAME TO FINAL GRADE W/BRICK WITH A MIN. HEIGHT OF 1/2" MORTAR AND A MAX. HEIGHT OF 12" 2 COATS BITUMINOUS WATERPROOFING MATERIAL MANHOLE STEPS TO BE CAST IN PRECAST UNIT DURING MANUFACTURE. RUBBER "0" RING GASKET OR BUTYL ROPE JOINT SEAL (TYP.) BRICK LINED INVERT (SAN. M.H. ONLY) PROVED SEALED JOINT SANITARY SEWER MANHOLE 1/8" "Y" BRANCH RUBBER "0" RING GASKET JOINT OR BUTYL RESIN SEALANT (TYPICAL) 1 /8" BEND DROP PIPE 8" MIN. CONC. THREE SIDES 1 /4" BEND BEDDING MATERIAL SANITARY SEWER DROP MANHOLE WATER MAIN Z SANITARY SEWER VVA I ER CROSSINU A I SAINII I ARY *)t�WER LAWN / STREETS / CROSS-COUNTRY I PAVED AREAS TOPSOIL & SOD OR SEED u a� Q° a A. c d 4 Q - MIN 1/2 D. PIPE 1/2 C .D. PIPE a 6"� MIN. d_ a• O.D. 1' PIPE 1' SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-1 AND AOS OF 0.43 mm TO 0,22mm AND SHALL MEET AASHTO M288-96 APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE, AS SPECIFIED 3/4" BROKEN TRAPROCK FILTER FABRIC (SEE NOTE) MIN. 0,4, !a d-. STONE ..a d. 6" MIN. ... f 1' 2'-6" 1' PIPE - IN GROUND WATER T YPICAL I RENCH SECTION ( SEWER PROJ. MANAGER: SEAL I SEAL SCALE: FUSS & O'NEILL INC. Consulting Engineers o ' 146 HARTFORD ROAD, 860.646.2 469, CONNECTICUT 06040 www.FandO.com EVERGREEN WALK, LLC SANITARY SEWER DETAILS EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE H O RZ.: VERT.: 0 DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-X10 DATE: 10/07/02 CU.5.2 LEGEND z Q J w U) I�1�1[.yC SLI MECHA JOINT y+ J/`t REJIRHIIV IIVV RVUJ �VVIVVRE IG IVI HJVIVRI (1 ON EACH SIDE) UNIT NOTE: HYDRANT TEE WITH SPLIT GLAND ON 6" OUTLET MAY BE SUBSTITUTED. BOLT DIRECTLY TO GATE VALVE. FIRE HYDRANT WITH RESTRAINING RODS NO SCALE NOTES: 1.) PIPE BEDDING AND COPPER PIPE MUST BE OF SUFFICIENT DEPTH AND AND LENGTH RESPECTIVELY TO ASSURE THAT TOP OF BEDDING AND AIR RELEASE VALVE ARE ABOVE HIGH GROUND WATER LEVEL. 2.) GOLDEN ANDERSON 1-AR 1" INLET, 1/2" OUTLET, 3/16" ORIFICE. A 4— AIR Z�l BACKFILL WITH APPROVED MATERIAL FINISHED GRADE A I LOIN CRE I EE T UNIT 6" MIN MANHOLE FRAME AND COVER COVER SHALL READ "WATER" SET FRAME IN FULL MORTAR BED. MANHOLE STEP BRICK UP TO GRADE IF REQUIRED. (TYP.) PRECAST CONICAL MANHOLE SECTION. USE ADDITIONAL MANHOLE RISERS AS REQUIRED. PROVIDE CUTOUT ON BOTTOM TO GIVE 1" CLEAR OPENING ALL AROUND MAIN. INSULATION BOX - ENCLOSE AIR RELEASE VALVE IN BOX CONSTRUCTED OF RIGID FOAM INSULATION ?' p 2-90'STREET ELBOWS TO DIRECT ANY WATER DOWN o C _ AIR RELEASE VALVE (SEE NOTE #2) 4 C I F I e--1" COPPER PIPE (SEE NOTE #1) 1" CORPORATION STOP a 2" INSULATION AROUND WATER MAIN a . "A 'r -,—SET MANHOLE SECTION IN FULL MORTAR BED SECTION A —A AIR RELEASE VALVE IN MANHOLE NO SCALE PRECAST CONCRETE MANHOLE SUPPORT UNIT (TYP.) MIN. CURE 7 DAYS 'I o. FL a' 0 a..o:c. 0 6 4 PLAN E LB u-�W - DEr L. LESS THAN 500 PIPE MINIMUM DIA. (INCHES) THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.25 12 0.375 16 0.5 PLAN — TEE (LASS "A" CONC. (TYPICAL) 6D MIN. PLAN ELBOW — DEL. MORE THAN 500 PIPE MINIMUM DIA. (INCHES) THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.75 16 1.5 a• o V• J Q - z a - CLASS "A" CONC. - (TYPICAL) a PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.375 16 0.5 PLAN — CAP PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.375 8 0.5 10 0.5 12 0.75 16 1.0 CONCRETE THRUST BLOCKS PIP O.D.+24" OR 3'-0" IN. ROCK PAY LIMIT FINISHED GRADE i BACKFILL PLACED & COMPACTED IN 12" LAYERS E WARNING TAPE m- PUSH -ON JOINT NO RESTRAINT -PUSH-ON JOINT WITH COVERALL PIPE JOINT RESTRAINERS HYDRANT MECHANICAL JOINT WITH RETAINER GLANDS COVERALL RESTRAINT ON EACH AIn= e — 27' MIN RESTRAINED I ENGTH FRnkA nI I {II�I1I{/`JI JOINT OF A HYDRANT LEAD IVV IG /1 / MIN. RESTRAINED LAX. II I I I\VIVI PIPE MECHANICAL JOINTS (MAX. OF ONE PIPE JOINT WITHIN THESE LIMITS.) SEE NOTE A 1" OR 2" DOMESTIC SERVICE TYPICAL WITH DOUBLE STRAP TAPPING SADDLE BEND ANY ANGLE MAIN LINE GATE VALVE CONCRETE THRUST BLOCK WATER MAIN JOINT RESTRAINT FINISH GRADE 2'-0" WATER MAIN HYDRANT TEE CONCRETE THRUST BLOCK 0.6858 CATCH BASIN OR OTHER STRUCTURE WATER MAIN AT STRUCTURE j COMPLETE ENVELOPE OF FILTER FABRIC WITH COPPER TUBING 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENG. CORPORATION STOP WITH DOUBLE �,=�:-- =�• - STRAP TAPPING SADDLE N - _ BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR a t 3/8" TO 3/4" CRUSHED STONE* PLACED AND It H COMPACTED IN 6" LAYERS. Y �j co w Fr 11 / / �/\ // / / b GRAVEL FILL AS DIRECTED BY ENGINEER WHEN /� / // �/ UNSUITABLE MATERIAL IS ENCOUNTERED WATER MAIN 3E CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER Lp CONDITIONS AS DIRECTED BY THE ENGINEER. TYPICAL TRENCH SECTION (WATER) FINISH GRADE 2 HOLE COVER WATER SERVICE CONNECTION PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL INC. Consulting Engineers , CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK LLC WATER SERVICE DETAILS EXPO DESIGN CENTER 35 BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: VERT.:390 13/02 ADDED HYD. DETAIL 0 DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481-XlO DATE: 10/07/02 CU.5.3 PROJ. MANAGER: I SCAL SEAL SCALE: - LLC Landscape ArchitectureX`PODI�SIGN(ENTER 122 B Main Street Collinsville, CT 06019 860-693-6765 EVERG J�1LC I�.I��DSCAP'1�A1�Z BUCKLAND ROAD SOUTH WINDSOR, CT. !oWALK, 1 CHIEF DESIGNER: I ° _REEI�T I I-IORz.: 1col 3 +.1w� ,. 1 e_-t•X. __.0- 1 DwH--\A/=n Qv- I nn i r- I VERT.: DATUM:Ins:ite, fee - I I I-IORZ.: rNo. ,..;.-A,VERT.: 40 20 0 40 DATE DESCRIPTION SY REVISIONS GRAPHIC SCALE PROD. No.: 00-481-XIO DATE: 10/07/02 t qr, 5 W_ M a� VC, VT - 2 c :i- -:71D %tK\° o i6 J-1 - ell IN ° � O ��� � j, n t U�'s t Symbol Botanical Name Common Name size u) um y ®mmamo, AF Abies fraseri Fraser Fir 3'-4' height 12 B&B or container AC Amelanchier canadensis Shadblow 3'-4' ht 15 B&B or bareroot BH Betula nigra River Birch 5'-6' ht. 3 B&B or container n„ kau .• ��..�... +�.° °� ,. ,.:,�,.�+„�:� Q1 ��eNn�,I ICa, 1 R"_94." ht F)0 Cont. CS Cornus stoloniferauG"�a'�J Red -twig Dogwood 18"-24" ht. 267 coat. IG Ilex glabra Inkberry 18"-24" ht. 104 cunt. IV Ilex verticiliata Winterberry 18"-24" ht. 188 cone. LS Liquidambar styraciflua Sweet Gum 4'-5' ht. 3 B&B or cone. MH Malus hupehensis Tea Crabapple 5'-6' ht. 6 B&B or coni. MP Myrica pennsylvanica Northern Bayberry 18"-24" ht. 213 cunt. NS Nyssa sylvatica Tupelo 4'-5' ht. 3 B&B or cont. PS Pinus strobus Eastern White Pine 3'-4' ht. 29 B&B or cost. QP Quercus palustris Pin Oak 3'-4' M. 2 B&B or Cont. SP Saiix purpurea Purple Osier Willow -- 170 rooted cuttings Sc Sambucus canadensis Common Elderberry 18"-24" ht. 96 cont. VC Vaccinium corymbosum Highbush Blueberry 18"-24" ht. 56 cont. V® Viburnum dentatum Arrowwood 18"-24" ht. 140 cont. VP Viburnum erunifolium Nannvberry 18"-24" ht. 168 cont. VT Viburnum trilobum American Cranberrybush 18"-24" M. 66 cont. lbAtplr-A SIDE S:0-�)M5 AND ALL. E,\N e l� l C ►.. AN C'r f M 01� i o �� � � Is4 `C' R f l �_/ 1:4 � I � � E ►�� t�tt T%A G-L,A Cat D V4 ri- Cal t4 T0,;, % NA -\ 5- �� �'C" ` RrA �° 1 �) 2 C� - l � S z . � c, tz P R (' f'Z a �/ � i f r v A 3(a lei s--*,)Ao;;? i 1 • M 24 \ a V0 lopp^^ A F- p � r €- 1 02/23/04 CHANGE OF TITLE )j �„.. `3 T va ,%_i1�r«.��,j+�p�t�q,,�•yj yr� �is.•� y�° ' A N }:,. �ga�4��ycaa 0 ��arr't �'f S �% y � ass �"�o� � r.-''yF.4 g�„� �1t pp;,. `�.y,,.°�° AY"' 4mx :�i 6'"�` �.a5g �"f,. .e `� �'O�4 �p ,kr" s i } ; , i?,-a�"« 3 i 1 N i . ' ! `,s ,,. :,n 1 " 7 j ` „ ; �: i «„ 4'P P 9, % j l fin„ } S, 1 � At-.j ' -Jl� C` 36' ^ RP � aN' a! �• �MfA LN• eawq@ v 'f ' -, , fi , • / �:•?,',. "I • e• a ° ' % , � f 4-(F <m �.�wwT.gam�' ` v e \ • } _ } • � a °e"a'^»„...e..._ Y . a • . q a9°B"ratlaaM tl q > qSy q e A n j 37 +f" I'!� z AF AC BH co C IC./ IV L MH MP N PS a p SP SC C VD VP .. Piant List Ica - S ;' �_. M� .Abies frased _.. Fraser Fir 3'-4' height Amelanchier canadensis Bhadblow 3'w4' lit Betula nigra River Birch 6'-6' ht. Cephalanthus occiderntalis Buttonbush 16"-24" ht, Cornus stolonifera Red -twig Dogwood 13"„24" ht. heat glabra Inkberry 16"-24" ht. flex verticillata Winterberry 13"'-24" ht. Liquidombar styraci#9ua Sweet Gum 4'-6' ht. Malus hupehensis Tea Crabapple 5'-6' ht. Myrica pennsylvanica Northern Bayberry 16"-24" ht. Nyssa sylvatica Tupelo 4'-6' ht, P nus strobus Eastern White Pine 3'-4' ht. Quercus palustns fain Oak 3'-4' ht. Salix purpurea Purple Osier Willow ambucus canadensis Common Elderberry 16"-24" ht. Vaccini€am coryrnbosurn Hi hbush Blueberry 18"-24" ht. Viburnum dentaturn Arrowwood 13"w24" ht. Viburnum prunifoliurn Nannyberry 18%24" ht, Viburnum trilobum American Cranberryl>ush 16"w24" ht. In site, Landscape Architecture 22 3 Rain street Collinsville, Connecticut 06019 12 BB or container 15 B&B or bareroot 3 B&B or container 66 cant. 267 cant. 104 cant. 166 cant. 3 B&B or Cont. 6 B&B or coat. 213 coat. 3 B&B or coat. 29 BBB or cant, 2 B&B or cunt, 170 rooted cuttings 96 cant. 66 cant. 146 coat. 166 cant. 66 cont. EVERGREEN WAI, , .[..,I.,C Detention Basin Axea Pl.anting Plan P s8�60-69 3-6765 PRASE I — E��'IO DESIGNCENM 3p £*60-8:!93—'6 1 224 3....•���.Y'�aRfi�^'S.: �i .f...R .$.�,.�.,3Ya.£..3 a3� Pn..Tk.'�.i adL'�i.CJ i4s�_�T'4.o �•i,• IV AqFE 1# 2 1 1&0 1 () 15 e7) 5 R9 '<e"r G el� . n e a a I N o t ! Si 1. Contractor shall be responsible for any damage inside and outside C.L.L. due to construction operations. 2. Contractor shall blerd new work smoothly with existing tirades and improvements at C.L.L. 3. All disturbed areas shall be topsoiled (minimum 6") and seeded with the appropriate seed mix unless otherwise shown. 4. Contractor to remove all debris from site. Planting Notw.11.1% 1. The contractor .shall provide a minimum of 6" screened topsail to all proposed lawn areas. 2. All areas disturbed by construction shall be seeded with appropriate seed mix. 3. There shall be no substitrtions of plant material without prier approval of the landscape architect. The landscape architect shall approve the placement of all plant material before installation. Tile contractor shall give at least 48 hours notice to the landscape architect of the expected date of it staI!ation. 4. Planting of trees and shrubs shall be as follows. Soil mix shall be carefully worked around ball. Soak the soil mix below and around bottom of ball. When hole is half full of sail mix, soar again. Fill hole completely with soil mix and soap again. 5. Soil preparation of perennial beds shall be as follows: The contractor shall remove trigs and roots, and stones over 2" in diameter and shall incorporate composted manure to a depth of at least 12". 6. All stakes, guys, and wrapping material shall be removed within one year of acceptance of planting. °i . All .areas disturbed by construction not otherwise paved or planted shall be seeded at the following rates: A. For seeding between May 1st and August 15th: Lawn seed: 6 lbs/1000 S.F. Creeping red fescue 35 parts Chewings red fescue 20 parts Kentucky 31 tall fescue 20 parts Domestic rye grass 25 parts B. For seeding any other time of year. t .1s A I(- _ FA ^^^ ^ I — Lawn seed. a last 1000 S.F. Creeping red fescue 35 parts Chewings red fescue 20 parts Kentucky 31 tail fescue 16 parts Baron bluegrass 20, parts Rough bluegrass 10 parts 2. All areas to be seeded shall be lined and fertilized as follows Ground limestones 100 lbs/1000 S.F. Commercial fertilizer: 20 ibs/1000 S.F. Nitrogen 10%* Phosphoric acid 6% Potash 4% *At least 50% of the nitrogen shall be from organic sources 3. Seeding shall occur upon completion of planting and construction no matter the time of year. The contractor may be required to re -seed until the lawn is established. Guyima, 0hall b,- dons: with 5 -eta Of wires equally 5paoed about the three. All trees 5" and over in In capper Shall Fee ouyed, Rubbr;r hose collar at 2/5 tree ; height and above the et� �mr.�o of #12 aaug� Iron guy wire Grown oet 2" below that ''.. Of nursery oettinr t-iniohed gracle F,cmovc l urla p from top 1/3 Of ball. 2"x2N50" (rr m.) 5tak�5 61riven below grade F: u H7cr 1 oov 13°urIap or� wat wrappino mats Kcmovo burlap third. of ball 3" Finely 0hre0- Fine bark mulol Otakeo 0hall be 2"x2"min, ; +dual dimcnE51on5 and. 9' rnin, in lcmgth, �ta4te� shall be treated rn� rae ina w� � :; 0 Wr ppl y, N s - K C�1 F, A0 refer To Plan wrappltio material 3" finely Shredded pine bark mulch Topsoil nr rrt5wure. mixed with exiotino 5,oll 5takco 5hail be uniform in and placed vroordino to the d iarrteter of the trees trunk as followo: 2"- gi'a" or l coo - 2 5t01ko a 1" or ]coo ---1 stake Tree fastened to each Stake at about 5' or above first two branched, by means of two 5trando of 12 gauge iron wire. Crown Set at finimohed ocll level. F" Finely 5hedded :>nn R.:YL Rit�S�Lt f(1G ULiI h 1Y1L7i VII 4ix of Top0011, Comp( Exh5t img Soil r-xiuvne h P rlu* -o ianUmg III Landscape AreWitecture 122 B Main Street (;calls»s13-6 65 ille, fiC 1. (�60)69 4 02 23 0 CHANGE OF TITLE -At-Al AF AS AC AU BH CA CK CS EC EP E M HQ IG iM IV IVS MS NK OC PAN PE PV PP PN PA PC QP RC RD SC SJ VC VP v ZS PJM PPA PM QPA VR Plant List C ]e Abies fraseri Fraser Fir 8'-10' height 74 Acer saccharum `Green Mountain' `Green it ounta€n' Sugar Maple 2 /2% 3" caliper 4 Arnelanchier canadensis Shadblow 8'-10' ht 6 Ar,,tostaphylos uva-ursi Bearberry 15"-18" spread 263 Betula nigra 'Heritage' 'Heritage' River Birch 2 "/2" -- 3" cal. 16 Clethre alnifolia Sweet Pepperbush 2'-2'd ht, 20 Ccrnus kousa Kousa Dogwood 8'-10' ht. 10 Cornus stolonifera lied -twig Dogwood 2'-3' ht. 44 Enkianthus campanulatus Redveln Enkianthus 2'- 2 W spr. 38 Echinacea purpurea Purple Coneflower 1 gallon 48 Eupatorium maculatum Joe Pye Weed 5 pt. 37 Hydrangea quercifolia Oakleaf Hydrangea 3'-4' ht. 6 llex glabra 'compacts' Compact lnkberry 2'-2 W ht. 44 Ilex x meserveae 'Blue Princess' 'Blue Princess' Holly 2 "da'-3' ht. 72 llex ve:rticillata `Winter Red' 'Winter Red' Winterberry 2' - 2 %' ht. 142 Ilex verticillata 'Red Sprite' 'Red Sprite' Dwarf Winterberry 2'- 2 "/'-ht. 23 Miscanthus sinenes'is 'gracillimus' Maiden Grass 1 gallon 24 Narcissus 'King Alfred' 'King Alfred' Daffodil -- 500 Osmunda cinnamomea Cinnamon Grass 5 pt. 43 Panicum virgatum Switch Grass 5 pt. 10 Pennisetum alopecuroides Fountain Grass 5 pt. Gil Physostegia virginianun 'variegatum' Variegated Physostegia 5 pint 60 Picea pungens `glauca' Blue Spruce 6'-7' ht. 50 Pinus nigra Austrian Pine 5'-6' ht. 39 Platanus x acerifolia 'Bloodgood' `Bloodgood' London Planetree Y-3 "d2" cal. 11 Pyrus calleryana `Aristocrat' 'Aristocrat' Flowering Pear 3% 3 "J" cal. 17 Quercus paluistris Pin Galt 3% 3 W cal. 6. Rhododendron caroliniana Carolina rhododendron 2'- 2 W spr. 141 Rhdodendron 'Delaware Valley 'Delaware Valley White' T-2 1/2' spr. 21 White, Azalea Sambucus canadensis Common Elderberry 2' - 2 "/2' ht. 25 Spirsea japonica .Japanese Spirea 2'- 2 W spr. 158 Vacciniurm coryrnbosum Highbush Blueberry 2- 21/' ht. 15 Viburnum plicatum `Shasta' `Shasta' Viburnum 2'- 2 "l spr. 66 t t.s.............�, tai........ 1ih! . + .,.� dE�' V€Uiii£3L71if itiktlt3Llt9F b'Yt�,.ntov0 ttP °tAl�nk�h.nr4h' Vihi irn�,rri VV1W1iiVV11-1, �a`w.s. vas.. 9' — 7 '3A' Anr 1•• is Zelkova serrata 'Green Vase' 'Green Vase' Zelkova 2 "/2" — T" cal. 16 Rhododendron 'P.J.M.' P.J.M. Rhododendron 2 Ma'-T spr. 38 Pi, -,ea pungens 'glauca' Blue Spruce 12'-14' ht. 11 Pseurdostuga menziesii Douglas Fir 12'-14' ht. 5 Quercus Palustris Pin Oak 5"- 5 W cal. g Viburnum prunifolium Nannyberry 2 "/'-3' ht. 56 B&B B&B B&B container B&B (single -stem) cant. B&B coat. coat. cant. coat. coat. corn. Cont. coat. Cont. cant. Bulbs, fall -planting only coat. coat. Cont. Cont. B&B B&B B&B B&B, matched B&B Cont. cant, cant. coat. cant. cont.B&B cant. B&S B&B B&B Cont. MME I - E IM DESIGN CMM 13jjCKi,AND ROAD SOUTH WINDSORCT General !Votes 1. Contractor shall be responsible for any damage inside and outside C.L.L. due to construction operations. 2. Contractor shall blerd new work smoothly with existing grades and improvements at C.L.L. 3. All disturbed areas shall be topsoiled (minimum 6") and seeded with the appropriate seed mix unless otherwise shown. 4. Contractor to remove all dei✓ris from site. Plaralfir%ig NoteE; 1. The contractor shall provide a minimum of 6" screened topsoil to all proposed lawn areas. 2. All areas disturbed by construction shall be seeded with appropriate seed mix. - 3. 'There shall be no substitutions of plant material without prior approval of the landscape architect. The landscape architect shall approve the placement of all plant material before installation. The contractor shall give at least 48 hours notice to the iandscape architect of the expected date of lnatC-d!ati0 n. 4. Planting of trees and shrubs shall be as follows: Soil mix shall be carefully worked around ball. Soak the soil mix below and around bottom of ball. When hole is half full of soil mix, soak again. Fill hole completely with soil mix and soak again. 5. Soil preparation of perennial beds shall be as follows: The contractor shall remove twigs and roots, and stones over 2" in diameter and shall incorporate composted manure to a depth of at least 12". 6. All stakes, guys, and wrapping material shall be removed within one year of acceptance of planting. Lawn Seeding 1. All areas disturbed by construction not otherwise paved or planted shall be seeded at the following rates: A. For seeding between May 1st and August 15th: Lawn seed: 6 Ibs/1000 S.F. Creeping red fescue 35 parts Chewings red fescue 20 parts Kentuckv 31 tall fescue 20 narts Domestic rye grass 25 parts B. For seeding any other time of year: Lawn seed: 6 Ibs/1000 S.F. Creeping red fescue 35 parts Chewings red fescue 20 parts r\entiicky 31 tali fescue i 5 pail Baron bluegrass 20, parts Rough bluegrass 10 parts 2. All areas to be seeded shall be aimed and fertilized as follows Ground limestone: 100 Ibs/1000 S.F. Commercial fertilizer: 20 Ibs/1000 S.F. Nitrogen 10%* Phosphoric acid 6% Potash 4% *At least 50% of the nitrogen shall be from organic sources 3. Seeding shall occur upon completion of planting and construction no matter the time of year. The contractor may be required to re -seed until the lawn is established. Guying Shall be done with 3 oct5 of wires equally Spaced about the three. All trees 3" and over in in caliper ohali be guyed. Rubber hose collar at 2/5 tree V/ height and above the first branch ----- -`� CrownIron uy wire below that TR__Wriol fill Kemovc burlap from top Of ., 11. 27x2"x30" (min.) otakeo driven below grade T tW Guying Rubber Hose 5urinp or, wate wrapping mate Remove burlap th i rd. of ba I -- 3" Finely Shred, Fine bark mulch 5take5 ohall be, "x2"min. ar.-Yilaf r�impn�inn� and 9' min. in length. 5take5 Shall be treated free Staking Spacing varies refer to plan cx15tiing Z�ungraae 5urfap or waterproof wrapping material 3" finely ohredded pine bark mulch Topooll and manure mixed with existing Soil 5take5 Shall be uniform in and placed according to the diameter of the tree trunk ao follows: 2"-2 1/2" or loon — 2 ot:akeo 1" or ]coo —1 otake Tree fastened to each Stake at about 5' or above first two branches by means of two otrando of 12 gauge iron wire. Crown Set at fininohed poll level. 1" Finely 5hedded 'ine Bark Mulch Six of Topsoil, Compc Exioting Soil Shrmula-b Planting Insite, LLC Landscape Architecture 3 z.1, 7,04 0 S, P L Atilt y 122 B Main Street Z 7.13103FL.-ANT l Collinsville, CT 06019 (860)693-6765 � tl. VA,r 17 F,j 1 9 T o t-4 Plant List S mbot botanical: Name, Common`Nathe Size :-quanthr. comm6hts AF Abies fraseri Fraser Fir 8'-10' height 74 B&B AS Acer saccharum `Green Mountain' `Green Mountain' Sugar Maple 2 Y2"- 3" caliper 4 B&B AC Amelanchier canadensis Shadblow 8'-10' ht 6 B&B AU Arctostaphylos uva-ursi Bearberry 15"-18" spread 263 container BH Betula nigra `Heritage' `Heritage' River Birch 2 1/2" — 3" cal. 16 B&B (single -stem) CA Clethra alnifolia Sweet Pepperbush 2'-2 Y2' ht. 20 Cont. CK Cornus kousa Kousa Dogwood 8'-10' ht. 10 B&B CS Cornus stolonifera Red -twig Dogwood 2'-3' ht. 44 cont. EC Enkianthus campanulatus Redvein Enkianthus 2'- 21/2' spr. 38 cont. EP Echinacea purpurea Purple Coneflower 1 gallon 48 cont. EM Eupatorium maculatum Joe Pye Weed 5 pt. 37 cont. HQ Hydrangea quercifolia Oakleaf Hydrangea T 4' ht. 6 coat. IG ilex glabra `compacts' Compact inkberry 2'-2 1/2' ht. 44 cont. IM Ilex x meserveae `Blue Princess' `Blue Princess' Holly 2 %'-3' ht. 72 cont. IV Ilex verticillata `Winter Red' `Winter Red' Winterberry 2'- 2'/' ht. 142 cont. IVS Ilex verticillata `Red Sprite' `Red Sprite' Dwarf Winterberry 2'- 2'/'-ht. 23 cont. MS Miscanthus sinenesis `gracillimus' Maiden Grass 1 gallon 24 cont. NK Narcissus `King Alfred' `King Alfred' Daffodil -- 500 Bulbs, fall -planting only OC Osmunda cinnamomea Cinnamon Grass 5 pt. 43 cont. PAN Panicum virgatum Switch Grass 5 pt. 10 cont. PE Pennisetum alopecuroides Fountain Grass 5 pt. 60 cont. PV Physostegia virginianun `variegatum' Variegated Physostegia 5 pint 60 cont. PP Picea pungens 'glauca' Blue Spruce 6'-7' ht. 50 B&B PN Pinus nigra Austrian Pine 5'-6' ht. 39 B&B PA Platanus x acerifolia 'Bloodgood' `Bloodgood' London Planetree 3"-3 1/2" cal. 11 B&B PC Pyrus calleryana `Aristocrat' `Aristocrat' Flowering Pear 3"- 3'/2" cal. I B&B, matched QP Quercus palustris Pin Oak 3"- 3'/" cal. 6 B&B RC Rhododendron caroliniana Carolina Rhododendron 2'- 2 "/' spr. I16r�i cont. RD Rhdodendron `Delaware Valley `Delaware Valley White' 2'-2 1/2' spr. 21 %Alhitp' A7AIPa SC Sambucus canadensis Common Elderberry 2'— 2'/2' ht. 25 cont. SJ Spiraea japonica Japanese Spirea 2'- 2 Y2' spr. 158 cont. VC Vaccinium corymbosum Highbush Blueberry 2 '- 2 1/2' ht. 15 Cont. VP Viburnum plicatum `Shasta' `Shasta' Viburnum 2'- 2'/ spr. 66 cont. VT Viburnum trilobum `Wentworth' 'Wentworth' Viburnum 2'— 2'/' apr. 18 cont. ZS Zelkova serrata 'Green Vase' 'Green Vase' Zelkova 2 Y2" — 3" cal. 16 B&B PJM Rhododendron `P.J.M.' P.J.M. Rhododendron 2 Y2'-3' spr. 38 cont. PPA Picea pungens `glauca' Blue Spruce 12'-14' ht. 11 B&B PM Pseudostuga menziesii Douglas Fir 12'-14' ht. 5 B&B QPA Quercus Palustris Pin Oak 5% 5 %" cal. 9 B&B VR Viburnum prunifolium Nannyberry 2 Y2'-3' ht. 56 Cont. Plant List and Details EVER..�.a I v Y EEN AL , LLC EjXPO DESIGN CENTER BUCRL.AND ROAD SOUTH WINDSOR, CT L P-5.1 0