Loading...
HomeMy WebLinkAbout05-34P_EVERGREEN RUN_BUCKLAND ROADEVERGREEN RUN BUCKLAND ROAD • SOUTH WINDSOR 41 CONNECTICUT DEVELOPED BY: Nf Pq TOWNT INF, ASSOCTATR SN 1 ♦ i/ P.J _a- • IF i i+ ii. ii a s Iv/ v v v ai v 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 /4afi►aa ._A:'i'tfil Caw loatllaai2-a1911 o-moil- olonflhna# not woh- hnmo a# not/nrehflh ,VVV��YY"`iTVa/Y 1QA. iYVYjVYV-V 1f6./ U-111"11■ ww%pla■ ■.V■■■V■Naa■■.Y./-M.V■..■N FINAL DEVELOPMENT PLAN APRIL 26, 2005 T,pFFr SITE 0 o �m y a 9 ytFY / S Q� May B vP 4 STRE ti ,�o�1�ioF MPN jp`NN GATEWAY DEVELOPMENT ZONE LOCATION MAP SCALE: V = 1,000' RECEIVED AUr, 2, P 20n5 44 ,y SHEET INDEX SHEET NO. rnnnrol Tnfnrm�l�nn V VllVl f{1 1111 V1111M 11V11 GI.0.1 GI.0.2 GI.0.3 V.1-01 V.1-02 GI.0.4 Civil Site Plans CS.1.1 Civil Grading Plans CG.1.1 cu. 1.1 CG.1.2 CG.5.1 CG.1.3 Civil Utilities Plans L 1.1 Civil Utilities Details CU.5.1 CU.5.2 CU.5.3 Civil Improvements Details CI.5,1 CI.5.2 CI.5.3 Land Scape plans L-1 L-2 L-3 Mitigation plan and details CM.1.1 CM.1.2 CM.5.1 TITLE TITLE SHEET KEY MAP (200 SCALE) EXISTING TOPO AND PROPERTY MAP (40 SCALE) DRAINAGE EASEMENT MAP SEWER EASEMENT MAP APPROVAL LETTERS PLOT PLAN A (40 SCALE) GRADING AND DRAINAGE PLAN (40 SCALE) UTILITY PLAN (40 SCALE) CONSERVATION PLAN (40 SCALE) CONSERVATION DETAILS TOPOGRAPHIC MAP (40 SCALE) LIGHTING PLAN (40 SCALE) PREPARED BY COOPER LIGHTING SYSTEM STORM SEWER DETAIL SANITARY SEWER DETAILS WATER SUPPLY DETAILS GUARD RAIL DETAILS CONSTRUCTION DETAILS TYPICAL SECTIONS PLANTING PLAN PLANTING PLAN (20 SCALE) NOTES AND DETAILS LATEST REVISION INTERMITTENT STREAM BANK STABILIZATION PLAN INTERMITTENT STREAM BANK STABILIZATION PLAN INTERMITTENT STREAM BANK STABILIZATION DETAILS FINAL PLANS TOWN OF SOUTH WINDSOR HUTi-iORIZED SIGNATURE DATE: 31)0-s— 08/17/05 06/09/05 06/09/05 08/17/05 08/17/05 08/17/05 08/17/05 08/17/05 07/21/05 07/21/05 06/21/05 06/21/05 06/21/05 07/21/05 07/21/05 06/14/05 07/21/05 06/14/05 PROJ. No.: 20004b1110 DATE: 05/14/04 GLO. I SOUTH -,, PROJ. MANAGER: SEAL SEAL SCALE: mrrQFUSS & O'NEILL INC. Consulting Engineers '146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com 1VI/S TOWN LINE ASSOCIATES EVERGREEN RUN KEYMAP SOUTH WINDSOR CONNECTICUT F77CHIEF DESIGNER: HORZ.: 1" = 100' REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1. 06/09/05 REVISED WETLANDS 100 50 0 100 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 96-481A48 DATE: 04/29/05 G1.0.2 F- U co CD w Z J o^ Pv 1 / cN I/ a� I 10 S L- IF-TTF = 17 639' /=168.9' N INV= OUTLET # 14 INV = 161.56' OUTLE INV = 1E / INV = 1° / / / STM MH # 17 TF = 169.29' 5 & 16 MAP REFERENCES 1 "04V)0EPTV `C�PI�V OREPAPED FOP-/AAANCY/ES/TEP I-R4 ASCnIIATL"S PPOPE/I?,TV CO/A111r-VANCE AAAP NORTHERN HILLS BUCKLAND HILLS DRIVE MANCHESTER, CT. SCALE 1'-- 50' DATE 6/14/00 BY FUSS & OWEILL, INC. REVISED TO 12112100 2. 'NORTHERN HILLS LLC SHARED UTILITIES EXHIBIT H BUCKLAND STREET MANCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH W/NDSOR, CONNECTICUT" SCALE 1 "=50' DATE I1U/Z//99 BY FUSS & OIVEILL INC. J. "CONNECTICUT WA TER COMPANY EASEMENT PLAN LOWES HOME CENTERS, INC. & TARGET CORPORA TION BUCKLAND STREET MANCHESTER, CONNECT/CUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT" SCALE 1 "=50' DA TE 7112100 BY FUSS AND 0WEILL INC. 4. 'NORTHERN HILLS LLC EASEMENT PLAN FINAL DEVELOPMENT PLAN BUCKLAND STREET MANCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH W/NDSOR, CONNECTICUT" SCALE 1'=40' DATE 9124199 REVISED TO 1011212000 BY FUSS & 0WEILL INC. SURVEY NOTES• 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. THE TYPE OF SURVEY PERFORMED IS A BOUNDARY AND TOPOGRAPHIC SURVEY, AND IS INTENDED TO DEPICT THE POSITION OF THE BOUNDARIES WITH RESPECT TO ALL MONUMENTATION FOUND, STRUCTURES, 03' e VISIBLE UTILITIES, ROADWAYS, AND CONTOURS. BOUNDARY DETERMINATION IS BASED ON A DEPENDENT 617 la= RESURVEY. / _ e o THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2, AND VERTICAL ACCURACY CLASS T-2. METAL FENCE POST O '� N N o `cpp- \ / N/F WILLIAM J. KRAWSKI %t� \ ti \ o VOL. 451 PAGE 89 WL-1 NROD s 0+00 1 O a Q Q Q m N7 �� N/F WILLIAMS ELECTRIC VOL. 161 PAGE 143 LOT ACREAGE: 5.759 ACRES NOTE: NONE OF THIS PROPERTY LIES WITHIN 'THE 100 YEAR FLOOD PLAIN. M/S TOWN LINE ASSOCIATES CARE OF LAURENCE RUBINOW 555 MAIN STEET MANCHESTER, CT. 060.40 860-643-6100 e.J STR # # 44 STR 45 O. \ \ / ( 1� 0 `+ ' � ►. ' \ / / �' _ �6.1 3 TW =177,13' TW =176.44' \ / I %,�` 1 L-2` / / / �' 2,..�2" w L-35 j NV = 174.46INV = 173.50' , - WL--26j/�/ j j /off - ` ` \�/ - --� - // o WL CB 0 Q TF - 1 38' / / ` ``\ Bq5/�I / �/� / _�� l -72 _ INV- 162.65' / / \ \ �'`�. \ .\ SEE (�-25�1d�/ / / r�^- \ \ \ \ �'s/ I ' N, B m !) co / // / / \\ �`-- \\ \\ ` \\ \\ ~ "/ WL. 2#1! �(� i 1 / / �� \ \ \\` \ WL-40 \ I / //'_--_� WL- 6 / l t 1 I I 1 t �f < `\ A\ t ` \\ \ I / �o// ---28`� _ � � / ► � l 11 ill �I 11 , WL'` ? WLt41 / I 1/ 11 11/I L-7o N i WL-2 `. 11 111 /I llI f / \ -_•_. / � \\ \ \ \ �� \ , � WL-7 i _ \ t z �-42 / l o 111Illl �z CB # 1 / / \ \ \ \ , ` _ / INL 71 \ `\ ` / I / l _o�� ! l l /lllll , / PW-7AININ W TF = 1 1.38' 1 r✓ J .-- ` \ \ \ \ \ \ \ . � t � INV= 1 8.46' f / / \ \ \ l / ( cn { { { 143 / iWL 69 11 // I / llll' � / \ ` / I l//l/l ///I / I CB #`47 \ \ 1 \ WL-8 SEDIMENT CHAMBER #10 TF = 1$5.90' \ \ \ O�- I ~ \ ' I \ I I / / I 11 11// I///!l I l� / INV=182.4'8' S) \ \ \ 1 \ WL-19 llll I TF= 18P.55' (W) INV=175.88'ME) \ \ ; \ � \ \ RCCE # 48\- \ I ( I sT l I � 11 l 111 /lIl l , \ 101. / INV = 174.8 WL-9 0 / I ,� / { Il / llll Ja� / / STM MH CB # 46 \ Z \ �\ G; rn I I `I� 29' / _ �/ lI l/l I llll ±i ` 4 82.03' r 1 TW = 180.82' TF = 183.1p' TF - 86.15' \ \ \ \ �c i l� lO l l I i o / / - INV - 177.93' I Ill 111 l INV=176.8yI E� V� ` -44 INV=163.�? W MS TOW TE \ m\ \ (A.K.A s ) \ a \ 1 \ \ \ ° L- 0 / �/ j / BUi \ I l i STR # 42 T1==-1.83.60 \ r` _ \i\\ r/ , LD/NG ACl L-45 TW = 180.67 / / rn l//o ! ///o/ / / ; f o�,E� /INV=175.53' F) \ \ 1 \ \ o\ o°o°/ �/ INV = 178.15 ! I / /// �/// / +'> S�85-32'30"// 1 T \,� INV=174.90'� } \ °0° °o � ' �M # l / / l I W 6 11 /lN/l `� N 1 f ` Z 46.01' 1N / � ` INV=176.4' W \ \ i \� o°p°8� o WL 11' ' �/ / / // / / I i ��' WIC 16 STR # 41 oo• CO A / ` ` ` \ ` �L- �i \) / / // I ° / / / / TW = 182.06' ' �\ i-•1 / �_18 " _ - ? �r 1 / { I I / / L-46 INV = 178.00' / / // / RETAINING WALL 1 \ y -��.1 . E : _ 0- -_ -1 �r Wt-Irl 'AL_ - /WL STfv1 H / - Rd - SETS C / 36' = F �1194.81' W z , a t�-- �, L/NE �. INS/- 78.89' // F = 195. �/ o l' I/ / lllll/rr- / o• 6Q ��� N INV- '92 00*js / a / SEDIMENT CHAMBER #39 '� o� ` �,( / TF= 194.93' (N) "`• '- e C . o�, "\ � T �. / INV=188.30 SE) e \ \ �. ( 19/JY INV=189.14'(NE) / ` TF= 194.94' (S) I �p jJ /l 11 lllll�ll Illll ,..,"�� I \Oi t -- e '�-• / INV=188.34 NW 0� Al / 21! �,i��OR�hf `� -190-- \ \ ' w ( / 9 �i,�1• '' ���/ -1g2 a - -�- - --- - I ��" \ �\ ` / c� , �l1/1/l�%�'I/ o N -194 I /fi \ \ t 1 / I STM MH / co j 11 111/ I llI , CN a I y TF = 195.05' 26 i / INV=189.15' SW 'Sy i�� I I INV=189.15' N � / �/ yy 16 Illll // 111 llll /� b� I rn ///� r� 0 •' �„ �- �.�� � �- � �' T = 191.311 \ ,�. � ,p � � , � � � C B �` 1 /Irn o I / / -•_�i \ ., i / ..�1 \ 9 { TF # 111 0ll �o in Go INV=195.91'(S STM MH # 9 9 �- RVX T _ // T = 199.97' INV=191.21'(W ^ TF _ 186.72' \ \� \\ �3c I I NV 90 27'2W / / m Nl/lll/Nlll/ 11 `L�`a {' o NV=191.37' SW INV=185.21 N INV=180.52' S) \ (( ) ' / �� ~` a' IN=189.87'(S) / / jcN / % r�Tt p C° NV=191.59' E �OQ �• \, INV=180.22'�W) \\ \ } ; O f f ! f I=189.92' E / /' �1111/ lI Z N LPTI-T I I I I I 1(Q I [I L cn J . # 1 I I TF = 196.5 / WL 3 �� PROJ. MANAGER: SEAL °•,.-SF,�L SCALE: M/S TOWN LINE ASSOCIATES DESIGNER:-° CHIEF c�>i: ,Ai, `'°3aaa 'G ; f=»°' " °;':' -` O o°--,> TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT AS NOTED HEREON. HORZ.: 1" = 40' FUSS &O'NEILL INC. Consulting EVERGREEN RUN REVIEWED BY: DATE DATUM: Engineers O a V . y '� `� h"�' 1w'7 HORZ.: VERT.: 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 EXISTING TOPO AND PROPERTY MAP 1. 06/09/05 REVISED WETLANDS ° '`?f�F,?`��,������;.3a0 ��i �-' 12327 40 20 0 40 No. DATE DESCRIPTION BY ✓16��f;Y6 E�; e www.FandO.com LAWRENCE R. GEISSLER, JR. LICENSE No. REVISIONS � ��0�®`°` GRAPHIC SCALE SOUTH WINDSOR CONNECTICUT PROJ. No.: 96-481A48 71 DATE: 04/29/05 - G1-0-3 T T m F- U U A=42 4758" R=50.75 a4i _ S842g;5.6'E- L=37.91' p 86—�' C=37.03 10 NN.,CB=S66 09 25'EF S8627'2G E _ �--��„ 17`B 03 S865753 E— S8659 57 E S8720 06 E 62.43' S872803"E 43.58' 3721"°�� — — _. � S875539'E __.__ 1;-" 82.18' 67. 08' � _ S88 49 271E N870303'W -' 224.79' 110.13' 52.40' N8728'10"W-37 3, °9¢ 06� 13¢�s• o� N�,3yg;s " ` � ` ��� O �N7g �35"1•tr � N 6 66.16, �.� 5�25�2o'E 105 00 �1s9 24 •�� �`L.� 5N88 5810 'W R=3/V7g03'Og- L=6a0.5858' C=60.50 CB=N84 00:39"W REA = 14,176 S. F. COMMON EL EMEN TS DE TA IL 5 N. T. S. (UNIT 7 z� O PARCEL 6 4,292 SF, PARCELS 1, 2, 3 4, 5 & 6 20' WIDE STORM DRAINAGE EASEMENT TO BE GRANTED TO MIS TOWN LINE ASSOCIATES, L L C 0 588 A cgEs S PARCEL 3 b UNIT 2 L° S842s 56'E SEE DETAIL 3 tLi—Lu S8T03 787.21' ; t'b� �g `3 E S872B'10"E N84 29W -157.81 ' "? N8703'03"W — 224 70' d j PARCEL 1 SEE DETAIL 1 1V8728'107'W "' a� S79b63 `37 5 \� PARCEL 6 ` ??7. A, SEE DETAIL 5 N7E•�?� U - S 6/ _ M1� ' r 'S87t�3• — / N870303"W N8858'10'W 30550' �/ 15924•�� �i►. ^� 6 ` SANITARY SEWER TO BE MAINTAINED BY PARCEL 2 7 �' 240' 5 ,1 4q" M/S TOWNLINE ASSOCIATES, LLC SEE DETAIL 2 N8237� � '%C q OR IT'S SUCESSORS OR ASSIGNS O rJrzyAWA x 7V 0�0 '1ti0r�'� � 7�06`35'lf' 5� S7g�14 E AREA = 454 S. F. DETAIL I N. T.S. N842g 56,,W d=424758" S862726'E S86 R=50.75 L=37,91' C=37.03 CB=S66 09 25 E S86 PARCEL 2 d=9 55'02" R=350.00 S8858'10 E L=60.5 C=60.50 66.16' CB=N84 0039 "W 79 57' N��^�r'�r• — �W•-- -- •� .57903.p9 E- 3�� �N88581 - =_ A=9 55'02" p a� R=344.00 N7g03pg—�17�� L=59.54' AREA = 9, 161 S. F. C=59.47 �41 DETAIL 2 N. T. S. CB=N84 10039111 S8 AREA = 4, 633 S. F. DETAIL 3 N. T.S. UNIT 2 DE Tel IL S N8728'10"W S8755 'q 308j, <t' S884927•E Allr 3 0 2005 T.) 0, z PARCEL 4 V79pso9 k .SEE DETAIL 4 p° N\ ' UNIT I d--955'02" PARCEL 4 R=344.00 L=59.54' C=59.47 SB858'10'E CB=N840039"W �03- N>3�Sg.lY 172.40 N82" S7g 0309 "E s0�,0�� ��ti0i AREA = 916 S. F. DETAIL 4 N. T S. 291 MAP REFERENCES. rrO�3s 1. AL TA/AC5•M LAND 777LE SURVEY PREPARED FOR EVE HARTFORD, COUNTY, BUCKLAND ROAD, SOUTHPWNDSOR, 1 "= 40', PREPARED BY FUSS & O NEILL, INC. URVEY NO7FS.- 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-2 AND MAPS IN THE STA TE OF CONNEC77CUT" AS PREPA ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBE THE TYPE OF SURVEY PERFORMED IS AN EASEMENT SO POSITION OF A PROPOSED DRAINAGE EASEMENT WITH f BOUNDARY DETERMINATION IS BASED ON A DEPENDENT THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLAS PROJ. MANAGER: M.M.C. SEAL SEAL ill �,,,F,00im f',,ee4 . .YC f1����s�%tea �•:.::;u .: �' 1N S d `y"rt :.�.• 0°.^ °R eeee��9/� `oww` e, D `°°"*�� .� TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT AS NOTED HEREON. r Y 12327 SCALE: �° O FUSS & O NEILL INi Consulting Engineers ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www•Fando.com DRAINAGE EASEMENT TO BE GRANTED r M/S TOWN LINE ASSOCIATES LLC UNITS - 1,2,% &COMMON ELEMENTS BUCKLAND ROAD SOUTH WINDSOR, CONNECTIC CHIEF DESIGNER: J.F.G. HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: N/A �F7e°°.° DATUM: HORZ.: NAD 83 VERT.: N/A 1. 08/18/05 REVISIONS PER AlTY COMMENTS LRG`�"._ 50 25 0 50 _ No. DATE DESCRIPTION BY REVISIONS LAWRENCE R. GEISSLER, JR. LICENSE No. G.,t���,St,1-�.ar`", GRAPHIC SCALE FO Rn PROJ. No.: 96481.A48 DATE: 07/20/05 V.1-01 South Windsor n �n VVIAW --- z 1 - - --- 201.77' _ ivSi l:ii 03 "W II �.ii!li�lll �- - 11__1 l i-h� 30SANITARY SEWER EASEMENT GRANTED TO THE TOWN OF SOUTH WINDSOR .. ............ � '�' •gym �/it i LLC �TAL iN �•.:�� PARCEL A AREA OF EASEMENT OVER LAND OF UNIT2" 0.573 ACRES / 24,961 S.F. `4 ` 14. i �� \ `may ��__ ��•.... _, ,_ � /`'�%U 0.•.'✓_':.•✓ � ,,fib` N _ NI ;I S,97Fl52 E �►;i� C; 2005 13-. 80• N7gbsOgly M C 1,000, / 84 291 MAP REFERENCES. 1. AL TA/ACSM LAND TITLE SURVEY PREPARED FOR EVERGREEN WALK LIFESTYLE CENTER, LLC, HAR'FORD, COUNTY, BUCKLAND ROAD, SOUTHW/NDSOR, CONNECTICUT, DATED 04104105, SCALE 1 "=40', PREPARED BY f USS & O'NEILL, INC. URVEY NOTES.• EASEMENT L/M/T LINE "PARCEL A" EASEMENT AREA (UNIT 2) 'PARCEL B" EASEMENT AREA (MASTER ASSOCIATION) OOF S ANC oWN ofM 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULA TIONS OF CONNECT/CUT STA TE AGEN C/ES SECTIONS 20-3OOb-1 THROUGH 2O-300b-20 AND THE 'STANDARDS FOR SURVEYS AND MAPS /N THE STAT_ OF CONNEC77CUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY PERFORMED /S AN EASEMENT SURVEY, AND IS INTENDED TO DEPICT THE P05'770N OF A PROPOSED SANITARY SEWER EASEMENT WITH RESPECT TO EXISTING BOUNDARY LINES. BOUNDARY D,:-TERMINATION /S BASED ON A DEPENDENT RESURVEY. THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. PROJ. MANAGER: M.M.C. SEAL SEAL ,mo��{EC�Q'�1�"���,, �� "-'` �: %� w TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT AS NOTED HEREON. _ 't" 12327 SCALE: O FUSS & O'NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 SANITARY SEWER EASEMENT TO BE GRANTED M/S TOWN LINE ASSOCIATES, LLC ACROSS UNIT - 2 & COMMON ELEMENTS CHIEF DESIGNER: J.F.G. HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: N/A DATUM: HORZ.: NAD 83 VERT.: N/A 1. 08/18/05 REVISIONS PER ATTY COMMENTS LRG No. DATE DESCRIPTION BY.<`•g:�"-'t-�'- LAWRENCE R. GEISSLER, JR. LICENSE No. REVISIONS . _ : - z �j���` GRAPHIC SCALE www.FandO.com BUCKLAND ROAD SOUTH WINDSOR, CONNECTICJT BucktoM PROJ. No.: 96481.A48 DATE: 07/20/05 V.1-02 t� a N tv m 0 Z Q J W SOS'"' ItA ` _0� O-P Soh V& 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CT 06074 °Osoa•c°�' TELEPHONE (860) 644.2511 April 12, 2005 Certified 970042510000398029479 FLB Architecture & Planning 19 Silver Lane East Hartford, CT 06118 RE: Appl. #05-17P — Evergreen Run Dear Mr. Lamson: At the April 6, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #05-17P — Evergreen Run — 90 Buckland Road — M/S Townline Associates — Conservation Commission application for activities in connection with the grading and excavation of a commercial building lot on property located easterly of Buckland Road. 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 Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on April 6, 2010. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prier 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 plans. 6. We recommend a bond in the amount of $15,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. Tol� Ole ouch 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CT 06074 SOA•COr TELEPHONE (860) 644-2511 August 19, 2005 CERTIFIED MAIL MIS Town Line Associates LLC c/o Atty. Laurence Rubinow 555 Main Street Manchester, CT 06040 Re: Appl #05-34P, Evergreen Run Site Plan Dear Atty. Rubinow: We are pleased to advise you that the Planning & Zoning Commission voted on August 16, 2005 to approve with conditions the above -referenced application for construction of a new 27,500 shopping center on property located at 90 Buckland Road, Gateway Development -zone. This approval is subject to the following conditions: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $50,000. for wetlands mitigation. 4. An as -built plan is required to issuance of a Certificate of Occupancy per Section 8.1.11 of the of the Zoning Regulations. 5. A landscape bond in the amount of S5,000. is required and must be submitted prior to filling of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas using the CT DOT- Standard epoxy paint. Evergreen Run April 12, 2005 Page 2 7. The Tree Warden or Certified Arborist to supervisor the relocation of the Holly tree to ensure the protection and preparation of the tree. Very truly yours, Carol Heffler, Acting Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION PF:dr cc: Chief Building Official Fuss & O'Neill, inc. 10. The future access area to the northern abutting property must be shown. At such time as a site plan is approved for the property to the north, an interconnection shall be constructed in the area shown on the subject site plan OR as agreed by the two property owners and further approved by the Planning and Zoning Commission. Failure to construct the site interconnection shall be construed as a zoning violation and shall be pursued via the remedies available to the Town of zoning violations. 11. Engineering comments dated 6/28/05 must be addressed to the Town Engineer's satisfaction. 12. The traffic signal controller easement needs to be shown in its entirety and dimensioned. 13. The sewer easement needs to be added to the plans. 14. The traffic calming measures as shown on the plan prepared by Heskelh Civil & Traffic Engineers must be incorporated into the final plans and implemented. In addition, the applicant will diligently pursue modification of Lowe's existing parking lot to improve the sight line. 15. Signage for a three-way stop, including a "stop ahead" sign on the curve to give motorists adequate warning (a red flashing light must be placed at the entrance to this site) and must remain until such time as the Lowe's improvements are completed and the appropriate sight lines have been accomplished. If the sight lines are achieved, the stop signs and light can be removed. 16. The Town of South Windsor will provide assistance to the applicant in achieving the necessary approvals from Lowe's to modify the parking area to accomplish the desired sight line. Black and white transparent mylars of Sheet cs.1.1 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Timothy H. W ntzell, Chairman Planning & Zoning Commission THW/ifs cc: Zoning/Wetlands Enforcement Officer Chief Building Official Assessor Fire Marshal Town Engineer FLB Architecture & Planning- Mr. Alan Lamson �SpV If I tAS� %vn 0-le v_-oath ?d& dui 5 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CT 06074 �OsoR.ca ' TELEPHONE (860) 644-2511 April 20, 2005 CERTIFIED MAIL Mr. Alan Lamson FLB Architecture & Phmning, Inc. 19 Silver lane Fast Hartford, CT 06118 Re: Appl 405-17P, Evergreen Run Filling Permit Dear Mr. Lamson: We are pleased to advise you that the Planning & Zoning Commission voted on April 19. 2005 to approve with modifications the above referenced application for an Earth ]Filling Permit. 'This approval is for earth filling to create a building pad at 90 Buckland Road, GD :zone, as shown on plans prepared by Fuss & O'Neill, Inc., Job No. 96-481 A48, dated April 2, 2005, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $15,000 to ensure compliance with erosion & sediment control pleasures. 3. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 4. The Town Engineer's review comments dated March 31, 2005, must be addressed to the Town Engineer's satisfaction. 5. The site must be stabilized no later than the beginning of October 2005. Sincerely, I'M rb�q Timothy H. entzell, Chain an Planning and Zoning Commission THW/kak cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal R, 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CT 06074 TELEPHONE (860) 644-2511 July 19, 2005 Jay Giles Fuss & O'Neill, Inc. 146 Hartford Road Manchester, CT 06040 Re: Evergreen Run South Windsor. CT Dear Mr. Giles: The South Windsor Water Pollution Control Authority, at its regular meeting of July 12, 2005. gave approval for the connection to the Town's sewerage system for two proposed commercial buildings, as more specifically shown on plans entitled `Evergreen Run, Buckland Road, South Windsor, CT.", Prepared by Fuss & O'Neill, Inc., Manchester, CT; Project No.: 96-481A48, Drawing No : CU.1.1, Dated: 04/29105, with revision date: 06/21105; and subject to the following conditions. 1. That there be an casement agreement for connection and maintenance in a form to be approve by the Town Attorney. 2. Technical approval of the Town Engineering Department. 3. 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 sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 4. The sewer rxmnection charge for Hie 4.14 devaloFed acres will be $12,867.12 This approval letter must be superimposed on the final approval plans. Very truly yours, r Jo ph J. Carl , Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector Nl/S Town Line Associates, LLC S-VM ItSS 7-owt, Ole 1310ath `dc� 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CT 06074 ~Osna•co�� TELEPHONE (860) 644-2511 July 12, 2005 Certified #70020460000197444200 FLB Architecture & Planning 19 Silver Lane East Hartford, CT 06118 RE: Appl. #05-34P —Evergreen Run Dear Mr. Lamson: At the July 6, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #05-34P — Evergreen Run — 90 Buckland Road — IWA/CC application for the construction of retail buildings, grading, utilities, and associated improvements on property located east of Buckland Road. 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 Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on July 6, 2010. It is the landowners)/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 plans. 6. We recommend a bond in the amount of $50,000 be submitted to the Planning & Zoning Commission to ensure establishment of the mitigation area and stabilization of the watercourses. Evergreen Run July 12, 2005 Page 2 7. No building permits shall be issued on this site until detention basin #1 on the Evergreen Walk site has been adequately built to the standards of the plan that was previously approved and proposed vegetation established. 8. Extend the stabilization of the stream bank farther south approximately 80 to 100' to the point where the stream is head cutting. To be reviewed and approved by the Town Engineer, Verytruly yours, L,l_Ltydct(�tf1 (t;C.�LLft��Cft" Elizabeth Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official Fuss & O'Neill, Inc. PROJ. MANAGER: SEAL SEAL SCALE: O010 FUSS & O`NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 J860.646.2469 www.FandO.com M/S TOWN LINE ASSOCIATES EVERGREEN RUN APPROVAL LETTERS SOUTH WINDSOR CONNECTICUT F.7HORZ.: CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: VERT.: 1. 07/15/05 RECIEVED FROM TOWN 0, No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 96-481A48 DATE: 07/15/05 G1.0.4 r I� J W 1P, 20 1- ,r � � ' " "/ f l r", SIGN LEGEND i�r �� �� N/F WILLIAMS ELECTRIC PR POSED CONSTRUCTION LE / �, , VOL 161 PAGE 143 (A) "RAISED I n ITPAA 1.— 1 1 LIYI �l 0 PROPERTY TO BE DEEDED TO THE U INTERSECTION" DP /`'�- % r TOWN OF SOUTH WINDSOR DUMPSTER PAD 116 # OB a 31- 1526 RS - DEMOLISH AND REMOVE STRUCTURE OR PROPOSED IRON PIN RUINS AND PROPERLY DESPOSE OF (gyp) OC O20MPH 41--4235/41-5569 MATERIALS RW - MODULAR BLOCK RETAINING WALL PROPOSED PROPERTY LINE OD 1 t 31--0222 r ( � U C - CONCRETE SIDEWALK 31-•0124 AWND C - CONCRETE CURB / I / 20� 62, OF 41-0507 BC - BITUMINOUS CONCRETE CURB j) ILTAI FENCE POST © ® 41 --4202 (L) (� - HANDICAP PARKING STALL-2% MAX. GRADE IN ALL DIRECTIONS AND FLUSH n / , 31--t7557 GRADF AT ;inFWAI IC � #t9rJ r i.% �1� yl / i HR - HANDICAP RAMP 'j' io Bulldln gcr,,;� �j GR - STEEL BACKED WOOD GUIDE RAIL WITH it rl r�t! 7 , _ �i ,`� WL-_1 / Off_ `� �\ STEEL POST z lklly l //0 F.F. 17, O / �` WL -34 / / `� -33 1 gyp' 1 `� P - �s•`— ,, G2 l �1 ` WL-30 CA - BURIED CONCRETE ANCHOR FOR END RAIL FS - FREE STANDING SITE SIGN CONFORMING TO SEC 17.8.5 OF THE MINING REGULATIONS SS - STOP SIGN FS - FREE STANDING SIGN TA - PAINTED TURN ARROW SB - 12" WIDE WHITE STOP BAR YL - 4" DBL. YELLOW PAINTED LINE O - 4" WHITE PAINTED LINE SC STAMPED CONCRETE N/F WILLIAM J. KRAWSKI VOL. 451 PAGE 89 FOR SITE LIGHTING -SEE LIGHTING PLAN 9 5 I = cc �. R WL-3 - y; / r � /r N ` GR L-2 CC C_C `~ WL 24' �_ WL-26 ` L\\} / / WL-4 I 4 / CC BC ZONING DATA: 92111-ViAAIM i nAM VATc1AfAf AMICI OOflffCAT(YV N✓= REQUIRED PROPOSED MIN. LOT SIZE 3.0 ACRES 5.759 ACRES MIN. LOT FRONTAGE 200 FEET 397.97 FEET MIN. LOT DEPTH 200 FEET 821 FEET MIN. FRONT SETBACK 65 FEET 67.4 FEET MIN. REAR SETBACK 10 FEET 109 FEET MIN. SIDE SETBACK 25 FEET 25 FET BUILDING SIZE (GFA) BUILDING A- 11,220 SF (RETAIL) BUILDING B - 16,530 SF (RETAIL) TOTAL 27,750 SF MAX. BUILDING HEIGHT 60 FEET 37.5 FEET MAX, gTOPIFR A STORKS 1 cTr)DV MAX. LOT COVERAGE* NUMBER OF PARKING SPACES 65 %— 54.275 % 4.0/1,000 SF 111 SPACES 112 SPACES MIN. LANDSCAPE PARKING AREA 10% 10.4% "LOT COVERAGE CALCULATIONS ARE BASED ON THE ORALL 'NORTHERN HILLS' DEVELOPMENT '" REQUIRED LOT COVERAGE IN GD ZONE IS 60% PLU:i 5% BONUS FOR CONSOLIDATED PARCELS Lam' EAG E: 5.759 ACRES 1, �� �� , E'gsE,1,1F WL / RS `, j. E S/N T �ETE/V, p, NOTE: -72 i SIGNAL EASEMENT r (v� WL-5 E !/D�-25 �,,,` - ; IN FAVOR OF THE �- �/ CC 2 /� / , �,-= \ NONE OF THIS PROP S WITHIN THE 1 0 EAR LAIN. RS `' ,' 6p TOWN OF SOUTH WINDSOR j ,' I I � � \ R � � __-1 + WL-24 (� \� M f 5 TUWN LINE ASSOCIATES r CARE OF LAURENCE RUBINOW 555 MAIN STEET N WL 23 `` °_� MANCHESTER, CT. 06040 II fr' o rN"/f f 24 WL-? r WL-41 860-643-6100 81'13'4 CC ' WL-22 .` r I L-70 1 E CC ` 27 , ��'�. la GENERAL NOTES j �°l,� l� l l' _?lam%%%% l l l I _ �� WL-7 '� .� IZ WL 4 __ _ -- ----- .b _�.. c, J WL-21 rE DEVELOPER/CONTRACTOR IS RESPONSIBLE F BTAINING ALL r 1f11 Jam: CO V / ,'1 r� t J r Cc vv o r `, '� / I APPLICABLE REQUIRED TOWN, STATE A I E OR F EDERA F NMI I S PRIOR TO! 11 // ' , BC `► i l ` ' BEGINING OF ANY SITE WORK. II ll ! Ill f e,l '- 47 � � � _ � - it / �� _ P �_ �\ r I , ( / , � >✓ 1 1 I i 1 � ,_ ' ,./'., ❑ T9 �� r _ - . THE LOCATION OF ALL EXISTING UTILITIES SH REON' ISI _ E --_I---k - + t + >p'41 �946 f- % Bu1jC In F WL-8 `` i i AVAILABLE DATA. THE LOCATIONS SHOWN ARE P 'OXIMATE NC ItPf TI F,� ,o�° a. 3S' - g 8`I YL 1 MAY NOT BE SHOWN. PRIOR TO ANY CONSTRUE TI " '�' d 4.> �_�-�'i= I r�s'�_— 3 d rsi 1� WL-19 _ i THE CONTRACTOR IS RESPONSIBLE TO NOTIFY C LL BEFORE ���_� }�- f �S3o \ , Z _ �I ' 1-800-922-4455 AND HAVE ALL UTILITI W IN CONSTRUCTION. LIMITS i 80 I i_ o � ' r SF v `.� r WL-9 1� S 8 r M A R K E N- OUND. r `'- 1l j - _-� 1 rr , 2, , j <,, �� ` 2'03'29' Il 1 j 1 f llll r\ s _ I DO �— b •4 i > > 11 j �' cli iv ?i r 15' WL-44 L-6 l/ffff /f,I ,ter � N/F r cn o WL-18 �3�2�� f ffff lI/r f ( r SANITARY SEWER TO B MAINTAINED BY �'i�, ' :''l C MS TOWNLINE ASSOCIATES N 5, M/S TOWNLINE AS OCIATES, LLC / -=--= (A.K.A. PARCEL L) L _ 0 BrJILa/ l ff If ff fffl C �-' - -- OR IT'S SUCESSO OR ASSIGNS /,. f `� - Nc act Ll E _-45Ale b 320" E BC ' c / ! W 67 f ffff �fII f fl ! r 1do v 4s.o1 it EET EXISTING CURB ' �'��>>p kY ,�" a'_ '�, p �Q0.48'<`r`; ���N L WL 11I `� WL-1 _ s„ - ~=` b O v GR S / Y, ff lff f O r O SS WA 6,�I�'io o - 2 n(n� `.\ % f �ff ffff f _S 81'21'14" � r WL- � ' WL-46 ,r f/'/-fir f ff (,FTAININGWALL C \a R1s / / ^ -E , -a�� \ 46 �— _ 1 W 66 f l ! U J f flfff f fff f �` r f z \-47 �- p LoI Co C. C3 0> _ J, '��6gp��,N NCB m z � cf) / z 0 z >oil] cy / I I �, 0000 X�> /�w� / m=(n cn/ a 4 Rl I s z m / o� o - 00 .-[J Z I I � if / f c: r 2a WL-6 25' B LUl DING SE/gACK LINE D c D _ /SAW CUT EXISTING PAVEMENT '� ��•=z , G RESET EXISTING GUARD L WL-48 /I ► Z I, n 1. c � r WL-49 0 L-65'rI rfr �;` cn f IIIf '�Jrf fl i WL-50 fff ' r 0 I��I�lil,'i� ffff Ifj;O " © � c( i RAISE ISLAND WL 63 `I� WL-51 '—�— ' A ' f/ c WL-52 /If�ll fIII Ifif ,� ff f f fff f I f fj lr`� •� , � � .,�' ,; - fi fff/ fff i M I,LZ,9b.68 S WL-62 II llff III `�� WL-53 /llf I l/ f II f �� ' G � +_t 1 #95 & 105 I / Lei N I= i L-60 f fff l;1lf ' P j i co ODw w -54 ' m O_ Job °ARCEL T f r1l ' V p 79 79 / I fI flI I�I r ' �p A WL- 59 W PROJ. MANAGER: SEAL C0N�u'® SEAL SCALE: T PINE ASSOCIATES CHIEF DESIGNER: >®�� . 0 ••`�CT��'� i •`�`- HORZ.: 1" = 40' FUSS & O'NEILL INC. Consulting Engineers EVERGREEN RUN REVIEWED BY: DATE VERT.: DATUM: z o ;AS o p' c �-p _ <� .; ®.c� RECEIVED 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 PLOT PLAN 3 07/21/05 REVISED PER TOWN COMMENTS HORZ.: 2 06/21/05 REVISED TABLE AND ENTRANCE VERT.: 1. 06/09/05 REVISED WETLANDS `•:i� . . J .' �4ct �S' ' ' • ���®m 40 20 0 40 No. DATE DESCRIPTION BY INAL E �.�, AUG 0 2005 www.FandO.com SOUTH WINDSOR CONNECTI("'UT REVISIONS GRAPHIC SCALE SOUTH mmn.qr)p pi Ahihilhir,cn PROJ. No.: 96-481A48 DATE: 04/29/05 c S . .14, .1 0 0 Q 00 ca 00 ro c c� CL 00 00 �r rn rD rn tL Im iri U G, D / J I It �' ' r '�� sT`�• / / TYPE "C" CB 1 16 T.F. 171.0 LOT ACREAGE. < i / ° t [` T 53 s INV. 167.6 (IN) � s f' INV. 167.5 (OUT) 98'-15" CPP 5.759 ACRES ® 1.0% %-,TYPE, -„ f INV. 168.6 (IN) NOTE' 180'-18" CPP INV. 168.5 OUT) ® 2.2% �'l, \ �0 NONE OF THIS PROPERTY LIES WITH N THE 100 YEAR FLOOD PLAIN. METAL FENCE c:rr W 1700 0 #95 .- M f S TOWN LINE ASSOCIA ES co uII , 0 CARE OF LAURENCE RUBINOW l co -- d gA ���:, _ t 1�� WL-1 171.0 \ _ \\ / 1 ��R AAalnt (Z f7P7 i / - -��� - � �\ - • tsw rd /.0 �, ` POD `� / \ t MANCHESTER,�CT. 06040 • j GTW \72.10 / MH - SWIRL CONCENTRATOR6� /�� �-+ 00 S., ,,� \\p / #/1' 30 r" \, 860-643-6100 MODEL STC 2400 \ >� - • 1 7 a O 1 i ` / WL-4 J a STP. # 44 5TR # 45 2. 1 106 / ' / -33 TW = 177.13' TW = 176.44' � •\ l �, T.F. 172.0 •� \ � ! (p x1 �%' �?� _ ® 1.0% � - ; a'� INV. 163.6 (IN) ° r x 11 �`��\ ` ` 3 1 / / L-35 .\ �} NV = 174.46' INV = 173.50' INV. 163.7 (OUT) � 11 �- TW 17 .5 / �/ � / MATCH EXISTING y 'iJ '1 \ .,yam 1 j BAN 168.0 i WL-30 y 'INV. OF EXISTING PIPE 171.8 X Z '.\' 17 L-3 /-TW 173.5 / TO BE VERIFIED) 95 a j 2• BW 170.0- _ _ [APE "C" CB/pnn T.F_ 173.5 I WL-26' 22'-15" CPP EgSF�E / /r / ��ti " -- _` � \'\ ,. wL � � � � -�. -. `\ / - 7'1_ l w " - 251 173.5 RC k-40 OF INV. `169.8r(IN) J/ I I / �` `` -" \ =- RAIN \ INV. 169.7 (OUT , �L _ '\ \ \` 176.0 ,/ IJlf 172.0 1 t \ \ cA 17 / , J t 1 I L 1- r, / % ' h� Tw 17$.o wL�2'3\ 'sss 74. J ' ) BW 1�`1.0 \ \i \\ \\ \ ` ��\ \ "' -=� t 1IT-) MILL AND RE AVE NORTH SIDE _ �'h, o '� - 25 75 7 _? \\ \ m1 OF INTERSECT[ AS NECESSARY t �IVL�.. �\ \ •. i 17g, T\N 180 0/ I \ 8 \ I 1 �t WL ., 41 ! TO [MIN , PONDING ry ` 5 X1 7 „� j \ 7 BW 1 Q'L-2 \ `\�\ \ I t I t Tom/ I L-7o y/ / °•S \ TYPE "c L" B 7�'` p e /. ,� �$ L-7 T.F. 177. \ `\ ` i 1 z I WL-42 a N ,� % 6.2 W \ �s: INV. 1:72.0 WL-?�1 1 \ .` ��, , , I o .� 1`ia f 1 1�g. W. \ \\ \ 1 182.0 i ► `, `� \ t \ �; /' -� I ¢>>9� 79 _-' ��_-==---' 1 „ ROOFtDRAIN X \ W Bw 1� \ I 143 / wL 9 + + + , " ,� 1 °+`= =' p r D I 1 $ - TW 184.0 \ ` �� \ I [ wL / . 7 0 3~ 13 Idj� / 'HA MB L, \6.S fig. �o� WL 8 / BW 170.0 _ l \ I I I I I I 11 ll r I l /�ll1L� ;'''� �i B T 18 .81' (EZ8 \ ` , 3 INv � _ 18, .55' (W j INV , � `\ � \ O RCC ' %4 WL 19 BW 170.0 _� WL-9 I I �. \ ` m REMOVE EXISTIN R.C.C.E. I / I / L`'' 1 I IN - 118707 93' I l Il l 1 � C ., I �. 1 1 �� STM �4H CB # 46 \TW 178.0 '\Z - i ���- 1 , _ E '\ %o�' �-� - / - S TF = 171.39' I r . 4 TF = 183.1 0' TF = 186.15' W 1\77.2 \ SP H PAD AN STORM / I y J 1 L-44 0 168.09' N ! IPJV=174.8 ' N f , 1/� Oj / `- ) / / IhJV=183.Q2'(N) 1$ 188.0 %' (,�! ;-� "•'`"---� / INV= $ ! INV=176. $ E TW\ 180.0a \ b1 w m MEET EXI WALL,1 sTR # 42 • STM MH B� "177.�4� \ / I OUTLET 14 O �pO / / TF=--1$3.60' \ WL- 0 ►v j ' / BUILDING I hlll oll l f ' I # ) t ``/ INV. 17 .0 / / / AC L-45 TW = 180.67' O INV = 161.56 / �/17. ' -r �. i 175 5!Y(Z \ , i / I INV = 178,15' I l 111 `yll/ f c I' '­TE AFY q / / / / / r / / I w 7 -` N74 `8° CbJ,y� Q a + p� . L 1 E GY�I,, Ni / / / --__ /� -` - `�� `\' h o l� ,�i -�C WIC' 16 1 / ,: / / ) STR # 41 --_ r 57�. 6;5 qj ry ►••�' 1 -- \� G� %TW 18 0 % / I / / I TW = 182.06' n� I /, MEET ING CURB AND PAVEMEN / - - - 12 BW M ET I '. L 8'0 ° - / L-46 INV = 178.00' l l ll // ~ 1 5372 �3g, _ TAINING WALL I 1 / ll�ill fill if M�CH EXISTING �.RADE WL- /l 18 .0 I - - z 1/ r I I� SAW CUT PAVEMENT / I - ` ,� _ _ _ - / BW ME E S ALt -f82f / l t lillll/ ll//I l �~ - -- r WL- / TW 19 ` WL-47 j Ill Ill /llll (/ll ( `i �' � W / 5• t TYPE "C" C.B. - ` Z H BW ME I L ! / ;' /l / r _ � // rl ui IN s� ,� T.F. 185.8 \ _ _ - 194.81' - _ w j Alt I l 11ll / / �. � ~ -.. 1 � BA'C�, _ - � F - 195. � 111 / 0 1"1.98 \ 22\`15" CPP = = ` / SEDIMENT CHAMBER #39 INV=188.30'(SE) ! TF= 194.93' (N) o t r llll'll/ll ll i 19 INv=189.14'(N W TF= 194.94' (S) \ 0 _ INV=188.34' NW f / l Ill ill/ ll I � co C. � / � ,.- -� - pu R� M . --} �' R �9� _ `� ,, CID � � � \ 7 ' _ \LNG -_R - -� 09.7� ; RESET MH.,COV R TO MATCI4 / o ~l - 190_ W Rt-Z.B TQ EXISTING ,CROS-'tL - J L f l l �l / Lv PTO -MR 701�' •: \ \ \ / C) , ��llll /llll l i c i €XiSTtNC A C�ENT� �--+ - - - - - -- _ \ ' \ 1 R SEG H. ER TO 14ATC;`TM MH % � I f /l /l/l/ll' IPRQPOSED OP OF CURB TF 195.05' I / % \ °' \ J ( INV=189.15' SW} D I I l llll �l 111 f / l tiJ = L6 \ \ �� r ` III W�-50` i INV=188.-1'�NE) # I t�! V=189.15' NW) 7 INV=195.91' S # f / / 11 � �' \& \ \ `C` ! I TF - 195.32' ry// � STM MH 9 �g \79 `` � ' _ i 1 I CB lla'lll ollll%t �' = 199.97 INV=19112^1 W /�.� TF = 186.72' a \ 5 ! / m t ll //l // / i nl`1. ` 11 iNv=ia0:2�' NV=191.37' SW IN 1 5. 1' N � '� INV=180.52' S) \ v ems: j NV=191.59' E 2 !I •-.` INV=180.22' W) 1 / ll ll! lI `ti / J=189.92' Ir \ 24 _ l� I -�- CB #38 i , WL 3 STM MH # 17 \ l / / , // / LP i / \ I' TF = 196.5 1 / #0000 TF = 169.29' / / // / / r % 11 \ w I I I I I I 'l INV=191.02' NW) / INV=164.89 ( // / // / �l / - v - �P - o n o I I I I I I I WL-51 INV=190.97 (E) 5 P D I, \� INv=158.39z( ) / 1r / r // / // 'D� %' 11 3 \` cD b ' j I i I I CB #34 J INV=157.84 r � // // � � / a ,- o n ' / 1 r/ F4�T I I I I I TF = 196.55' / I �, c� �i llll Ill `'�r-� ,a �� I b I I I I I '(E) INV=191.12 W2 INv_19o.74'(s `2�2 �° 11 m \ \ �� 196.2 I 1 1 f I I iNv_, 9Q.7t'(i J� 4 \ oo ' t t I I I WL-62 ► e 1 l \'� ` �` 1 \ ' r. wL TEL MH # 1 ' 14 p 1 J 7.9 i TB # 5 #9 BC 1 05 WL-61 TF = 204.2E II ' 9$•0 9 i I / I t I t INV=192.61'(W) ;`� ,' dt tI 1111'11II 11 zl 1 1g t�11II elf /fll/lf t t I t r STM 6 �I+ ` sk t 11 t/ Ifliill a ! t t t t I r I I - # 12" CLDIP WATER a - - L-60 \ � 182 `/ 1 TF 204.14' 011 1 198.3 9g:2� �L-54� 18?_ /'�! l "`U i 11 I 111 ! t t I t' l t i To ��3 INV=195.74'(S) � .x11 _ 1 � » l I I It l l t It I t 11� iNv=19s.74'(NE) G , 1 CB #26. I R C E L T i _ 11 t I i I t t III , + •-2��0� + ii r� •o I I TF _ 200.36' T 8. (g9• INv 194.97'(E) I / �rrt lI1 II It t 1' I(� �/ \2p6 v '� \ 0 �` 0 %j i \ I I INV=194.77'(W) 18� �7 ! -f� y�--� ;�J111 1 l l \ \ t \ t g°-- =_-- �� 100 N3 _ CB #33- j '1'I \ \ j / /%//i _ /✓ _- ► _ \ '�l o 205 _ - 11 c� \ r' \off O INv=192.74' S) Ir r r I I f It INV=19L.59N) tt ' \ 0_ f -',�' 'f j /js J ,�•�f ' % � , � If � I j t - ----- _,, Ott , ;'! \\ •'" _._ .% �/ �� � y � r�> �'\ / l PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL INC. Consulting Engineers O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com M/S TOWN LINE ASSOCIATES EVERGREEN RUN GRADING PLAN SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: '1" = 40' REVIEWED BY: DATE VERT.: DATUM: 3 07/21/05 REVISED PER TOWN COMMENTS HORZ.: 2 06/21/05 REVISED ENTRANCE, WALKS AND WALLS VERT.: 1. 06/09/05 REVISED WETLANDS 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 96-481A48 DATE: 04/29/05 CG. 1. 1 <, 0 -0A 240': 6 PVC SAN SDR 35 / 6" PVC SEWER LATERAL INV. 168.0 LOT ACREAGE: SAN. MH 5.759 ACRES NV. 174.4 TELEPHONE CONDUIT (TYP.) CABLE CONDUIT (TYP ) 0 / -TRANSFORMER NOTE: NONE OF THIS PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. Bulgy �f _ M f S TOWN LINE ASSOCIATES dln Q o CARE OF LAURENCE RUBINOW ' / WL— 555 MAIN STEET ��'MANCHESTER, CT. 06040 o �11,20o �,��#130 r' �\ F,F SF ,�` 34 860-643-6100 - \ 7 �2• 1 WL - � � � -33 _ #95' LWl - o OD WI 8" C.L.D.LP. TER MAIN Q ,,j' � ' '/ i ' � � a , - -- •.. !� WL 8" TAPPING SLEEVE BgSJN E Ti E�T�_' / / i -'----� fr r' i \ \ IWl -72 WITH GATE VALVE SEE y_25N�dN/ ! / r \ \ sj I \, � C.�) � - --- 1 72 WL-5 `" (b G • I �' I` Ir ri ,`/ WL-40 / Jr l�% --- `` , MILL AND REPAVE NORTH SIDE SAN. MH OF INTERSECTION AS NECESSARY T.F. 172.0 - / /�\ INV. 159.5 W 1 WL-6 l 1 I \ `- �� TO ELIMINATE PONDING� G� 7 �. v rvL HO WLr r 'II �IIII �(//I 1 1 ---` ` '•_ ` _ 1 `J + -- I F. 169.9 �• k23 V ,t A� �7 t -, - \\ 1 1 T i I llllll I111 l 11 f ` INV. 61.25 IN INV. 1 1.15 OUT % 75. 2" DOM. ' 7 WL-. ` t\�` \ .7 \ , 1 rl 11 I WL-41 c�` \ \ �� A 11 � i ' / `a ,� ^ / / r W. " -2t� \ \ \� \\ 7�� `\\ \ �'. 11 �' W�, ;' JI , `�`� � , '�� •'�- � ; s FIR �, ;, 7g wL-7 r �, � � ,� � v �� � � wL-42L-21 /r � I � lIl1I IlII Ill/ ,`'-� BLOW-OFF- W. ,, � \ �� \ �j � / � �-- / ( � Il 111 j I1 i IIf111/—►� />' I t t l s • + + + ❑ `>ti �g N # 7 9, y ` --° 1- �1 i� i 8 /' \ \ �; + (n ` , WL � 43 ! / 9 'I `� WL 6 Ill I I ` it I `�/i O 8 � _ � d1ng B 28 _ ` #90 + � + �' _ - � ��� � s ---- �" �� 3' o - , • WL 1 / s - + F o SF wL-953 ----'- j r'. 177 HYDRANT W/ GATE VALVE 76 1 'l, I ll/ I l/11I1 /lI �- ,- WL-1,�/� SANITARY SEWER TO, B MAINTAINED BY -~ - _ - / 2" DOM. WATER i ll,r 11 , M. i / I! `-e - '- - i ` 2 ' h M/S TOWNLINE =AS OCfATES, LLC -, ! / 6" F MAIN o WL- 0 N / / / BUILDING i 1 T -1 � OR IT'S SUCESSO , OR ASSIGNS; IRE / f AC L-45 i i PVC SEW 'tL�ATERAL t. o _ I // j o _. I w l / f 1 0 r o / / / W s� 11l -i I oo_°Oc4 _ C � � I i / I �i / / l �_ `' • (r ; r : INV 17 .,WL I_i' b ov wL_1.6' i I/ 2 / / / / I1 �l RETAINING WALL , 291 \, '� . �\ .� , - WL- /`� -. WL a I ! l IlI1 I ~ W \ .ram i - '�� W 66 / 111b, t `` `"•, �, �W� / �;, /�- IT.__ `—����--o-�-,-_.__ �_ '25' ,oi ,,, ...-� �� _ - _ _ --- r\ - � _ � _. _ �,_ _ � \ ` / r l /� 1 % / / � � / l l'rl / 1. � � i� \ �� cs� c? ,- �►�`�ZZ "-N SETBgCK WL-48 60 `` _ ; -i LINE ��:� 1 //�� ' _..'' Ill/1lllll -, I ZI —_ �/I SZ WL-49 I%Il�IV ', 190-L SA - / -_ V 1111llll�UT-€XISTtN*A - - i�, 0 n 11 lll1111 I g > r I I°arr�r I'rmr`� 11 <''v �' IIIIll1Illllll�il rl/llli lll/ 1 ' � vy g ;h/ �/ ' � � � I/�/,. i /' -•-°1 .-.-,.,, ,. ,,.- ..-� -' 1 \ 9�\ 9� ' \ <�\�1 ., ,, \ � I ! �' Z ! r 11 111 m �` l �lllll llll 000 ( ��� I / \ , / ` �� i %- P \ I ( I I wL 0L ,I // VP WL-51 � E C VALJ T \ ' I I I I I I! l ! !'/ \' I ��� \ `III , { I I III / a \ ° I WL-52 1 111 llll III jl / I�' l � ' ,' � I� •_ � m \ \ \ ,� �-•,- I jl i � � I I ; jlll //l ill // l //,l � � • - -- 9;1 --�� °'r— r' 11 II ,� (�1 • _I II sA .4.11 II i- !b' n __ �' 1111 i , 1 b. I ;7�, ��ii,r� 11 1 / l \TRGE I 11 Illl 111 v y \ - Jv i'i wL-53 #9 5 8C 105,E o// llllll vim. 12" CLDIP WATER \ i : - 182 L-60 ' �"/ !� // I kl)lI'��L-54__/F ����I / llir li t, \ `\ -)VRCEL T /llllI , I I +20�0� + r111 � i ' I r ►I 1 t rt ,f _I 1 . , I 205 -- ------ ---- - - -- �o -- ---- \9 wL — { `�O \r'pO L PROJ. MANAGER: SEAL SEAL SCALE: O FUSS & ONEILL INC. Consulting Engineers ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com MIS TOWN LINE ASSOCIATES EVERGREEN RUN UTILITY PLAN SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: DATUM: HORZ.: 2 07/21/05 REVISED PER TOWN COMMENTS VERT.: 1. 06/21/05 ADDED SHEET, REVISED WATER AND GAS 40 20 0 40 GRAPHIC SCALE No. DATE DESCRIPTION BY REVISIONS PROJ. No.: 96-481A48 DATE: 04/29/05 c� O M 00 CD O u 0 a U N V a d• 0 N Q N ti w 3 7 0 0 v cu 00 It 0) C. 00 g 00 It 0) AD C) IL A i 00 Q W w 0 II 4 \ SILT FENCE (TYP.) EROSION CONTROL MATTING TYPICAL ON ALL SLOPES OVER 3:1 ---�_SF \ o METAL FENCE POST LOT ACREAGE: 5.759 ACRES NOTE: NONE OF THIS PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. �I b _ /\ M f S TOWN LINE ASSOCIATES CARE OF LAURENCE RUBINOW ` �� 1 72• 1 555 MAIN STEET 9 A �6 y 11�240 S / 860-64316100T. 06040 1 \ 0 � _ =,7•8 ) L ES AROUND BASIN (TYP. � - - `• ,- e'er •.- -- — _ i - o ' I 21 00 o _ i r -- Y V \ ,J 80r CP\ 1 13 TED XISTINGI K ANTI- ` ,A R 5 GU O -- -f - - / 0 REMAIN `1N .. �C UJIM RAM - , ON 70 SITE,, S`B0 STRUCT D C�� � `' �� � 8 '' � f . \ � _ \_ \`,�,. � �I I , � Q\ , ► \ , i � r, l„ ��lr,lrlllll � -_; ;. / U / ANTI-TRACKINGGRO, /d'� \ \ �. y11 u a� jv Qx r g 28 ` _� \ ' i 1 s _--- �� v y 6s530 , , _ �) i N �� ► I 1l ! l �1111, s --------- � ► � • �-- �`` F. �, 177z _: , _<. ZD ca r', x , , r i •, 7 D G , • , , / •2 Jl l /l / ",'F • r ! l 0!ll AC l ! l�l - l/I l/11 aU, If y�� --`/._. � , ' � / � �� � i• , � � i / !/�l /! / //!l1 / /! � - i ,1 , RETAINING WALL It i BUILDII�/ S�-BACK p --.._1 so - '•-- _ ,.. LINE � �, -_ - ..., / � llll 11 !/ / .,- -► J,\ C) U) co C. MORCP m / , - �N �-- =-- - -- -- T€XSTING-ME�E\` i ' 'g ` J I , / - I % �� \ \ L6 / � I I I/'�'/_ l' ""-j/ ' •��18� `i .""-• y-' --" --' '` rn \ \ 's.`� , i v x \ � III / � I0 'fS - -� ..* �9 \�9 \ ` `X,,. \ �� f°'lll!oll!/! o D O e --- 2 4 I - LP III I ► ► ,! l I!!/1 l M_� '' l I / !� zoz I l I�, � ��v VGNo'; o I I I I I� It O— I / 2 / / f /� I ��P LE%.VAULT �, i I I I l 11 x \ OD I of / 0II i I I I I -lll' do I i I I I I r �llli d ill 111 l —� ,� I ( l l l I ! l l �=`%� ,� � c \� }� I l 11 l l J l �� f // I ,,1il llll�llll _'`` T RGE� ch l { � I i � lI1 / � � � `\, ,•� -- - --- _ � � -.__..�' Jl�lll� ,;'l llll�� ` . / 11 li/J1/JlJ z lIJIJI r !/ //lI/i!! 05 12" CLDIP WATER _ —182� — r ! �! 11 1 R ' 182 LP \_-- �, ��lllll /1 t l ►I RCEL T i i \ I �- I / /( 2 2 \ cn \ Q \ f • -- .,• ��//��/j ` OInD N 1 ^ /( - f C +I� 1I11lJ 20 �' 5 -- -_` � \ , \ oc, r, o�^ � -- -- ..� . %'" ./�- i'''=.: = �.� �-•'--�.2�.-cam---= -•_. 2�0� � �, ,' r- PROJ. MANAGER: SEAL SEAL SCALE: O FUSS & O'NEILL INC. Consulting Engineers ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com M/S TOWN LINE ASSOCIATES EVERGREEN RUN CONSERVATION PLAN SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: DATUM: HORZ.: 2 07/21/05 REVISED PER TOWN COMMENTS VERT.: 1. 06/21/05 REVISED ENTRANCE 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 96-481A48 DATE: 04/29/05 CG. 1.2 SITE DEVELOPEMENT SEQUENCE EROSION & SEDIMENT CONTROL NARRATIVE Z Q J CATCH BASIN FLOW FINISH GRADE 2x4 WOODEN STAKES DRIVEN MIN. OF 12" INTO THE GROUND FILTER WOODEN LATERAL CROSS FABRIC PAVEMENT. EE BRACES AS NEEDED SOIL TO HOLD FABRIC FILTER FABRIC FLOW EXISTING GRADE METAL GRATE CATCH BASIN NOTE: FILTER FABRIC SILT FENCE SHALL CONFORM TO THE REQUIREMENTS SHOWN ON SILT FENCE DETAIL L6" (MINIMUM) BELOW GRADE FILTER FABRIC TO EXTEND SILT FENCEPROTECTION AT CATCH BASINS TOTAL LENGTH = 50'-•0" �- 4'-0"(TYP.) 1 (6"X8" X 8'-6") SECTION A - A 2 1/2" BITUMINOUS CONCRETE-/ CLASS I WITH 2" LIP PLAN FILTER FABRIC PROTECTION FOR CATCH BASINS TER FABRIC 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 EXIST. GRADE OR - PAVEMENT (DO NOT STAKE IN PAVEEMENT j BALES TO BE BUTTED TOGETHER FLOW TRENCH CU,1./ 6" TO 8" DEEP 6" TO 8" WIDE FILTER F FOLD FABRIC UP BOTTOM OF DRAINAGEWAY 3 FILTER FABRIC OVER GRATE 2"x2"x3' LONG STAKES OR REBARS EACH BALE FINISH GRADE BURY TO A DEPTH 017 4" �-- CATCH BASIN SECTION AT LOW POINT RAI En HAY OR STRAW rl PLAN HAYBALES 1. SET POSTS AND EXCAVATE A 6" X 6' TRENCH, SET POST DOWNSLOPE. WIRE FENCI 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 AND EXTEND IT INTO THE TRENCH 8". COMPACTED FLOW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. 4. BACKFILI_ THE TRENCH AND COMPACT THE EXCAVATED SOIL. A ELEVATION POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' PLAN SILT FENCE 1 • ALL PERIMETER EROSION CONTROL DEVICES INCLUDING SILT FENCE AND ANTI -TRACKING APRON MUST INSTALLED PRIOR TO THE START OF SITE STRIPPING AND GRADING OPERATIONS. TEMPORARY SEDIMENTATION BASIN WILL BE INSTALLED PRIOR TO THE STRAT OF SITE WORK. ALL ERQISIQN CONTROL DEVICE WILL BE MONI TARED AND ivi/4111141YAWED UN TiL CVMIPLu- IIQN AND FINAL ACCEPTANCE OF THE SITE WOKK. 2. CLEAR TREES TO LIMITS SHOWN ON PLANS. 3. BEGIN EARTHWORK. INSTALL AND MAINTAIN TEMPORARY DIVERSIONS BERM(S) AND DEWATERING BASINS. 4. INSTALL STORMWATER OUTLET SYSTEM CONSISTING OF SEDIMENTATION CHAMBER, RIPRAP DITCHES, ENERGY DISSIPATERS, GRASS SWALES AND STONE FILTER BERM. 5. GRADE SITE. STABILIZE ALL EARTHWORK AFTER CUTS AND FILLS HAVE BEEN COMPLETED. 6. TEMPORARY SEDIMENTATION BASINS ARE TO BE CONSTRUCTED DOWNSLOPE OF FILLING OPERATIONS, AND ARE TO BE CONSTRUCTED PRIOR TO STORM EVENTS. BASINS ARE TO BE SIZED ACCORDING TO CT DEP GUIDELINES (134 CY PER ACRE DRAINED). 7. INSTALL SITE DRAINAGE SYSTEM AND PLACE HAYBALE PROTECTION AROUND NEW DRAINAGE STRUCTURES. 8. CONTINUE SITE AND ROAD WORK, CONSTRUCT BUILDING FOUNDATION. CONNECT FOUNDATION DRAINS TO STORM SEWER SYSTEM. 9. INSTALL ALL SITE UTILITIES . 10. PREPARE SUBBASE FOR PARKING AREAS AND WALKS AND PLACE PAVEMENT. 11. CONTINUE CONSTRUCTION OF BUILDING. 12. PLACE TOPSOIL, INSTALL ALL REMAINING EROSION CONTROLS, INCLUDING SLOPE STABILIZATION. 13. SEED LAWN AREAS AND INSTALL LANDSCAPING. 14. ALL DISTURBED AREAS SHALL BE PAVED, SEEDED, OR LANDSCAPED AS SOON AS FINAL FINISHED GRADES ARE ATTAINED. SEEDING SHALL BE IMPLEMENTED WITHIN 7 DAYS OF REACHING FINAL GRADES. WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR HAVE BEEN TEMPORARILY SUSPENDED FOR MORE THAN 7 DAYS OR WHEN FINAL GRADES ARE REACHED, 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. ANY ON -SITE SOILS THAT WILL BE PLACED IN ANY REGULATED AREA BY THE TOWN OF SOUTH WINDSOR'S INLAND WETLANDS, WATERCOURSES AND CONSERVATION COMMISSION WILL BE CONSISTENT WITH THE CONNECTICUT REMEDIATIQN STANDARD (CRITERIA, 4' + 6" TOPSOIL 1.1 THE FOLLOWING SEDIMENT & EROSION CONTROL 40TES APPLY TO THE CONSTRUCTION OF THE PROPOSED . EROSION CDNTROL MEASURES ARE TO BE INSTALLED AS NOTED IN THE CONSTRUCTION `.;EQUENCE BELOW. THE TOTAL PROJECT AREA IS APPROXIMATELY 3.2 ACRES. APPROXIMATELY 1 1.2 ACRE OF UPLAND REVIEW AREA WILL BE DISTURB =D DURING CONSTRUCTION. 0.01 ACRES OF WETLANDS AREAS WILL BE FILLED SPECIAL CARE SHALL BE TAKEN TO PREVENT SED MENTS CAUSED BY EROSION 1.3 FROM ENTERING ADJACENT WETLANDS. CONSTRUCTION OF IS SCHEDULED TO BEGIN IN -HE SUMMER OF 2004. COMPLETION OF THE PROJECT IS SCHEDULED FOF SUMMER OF 2005. 1.4 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT 1.5 GUIDELINES FOR SOIL EROSION AND SEDIMENT CO ITROL", 2002 OR LATEST EDITION AND TOWN OF SOUTH WINDSOR RFGUI ATI()NS_ EROSION CONTROLS ARE TO COMPLY WITH THE PLANS AND PROJECT �;PECIFICATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED BY THE CONTRACTOR AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. MICHELLE CARLSON, PROJECT MANAGER FOR FUSS & O'NEILL CONSULTING ENGINEERS, INC. (860) 646-2469, SHALL BE CONTACTED FOR EROSION CONTROL INQUIRIES. ADDITIONAL CONTROL MEASURES WILL BE INSTALLE) DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN OF SOUTH WINDSOR IN ACCORDANCI= WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT F03 STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT AC"IVITIES (CGS 22A-430B) AT NO ADDITIONAL COST TO OWNER. THE CONSTRUCTION SEQUENCE IS NOTED ON THIS PLAN SHEET. 1.6 NO FEDERAL PERMITS ARE REQUIRED FOR THIS PROJECT A GENERAL PERMIT FOR THE DISCHARGE OF STORI,IWATER AND DEWATERING 1.7 WASTEWATERS ASSOCIATED WITH CONSTRUCTION ACTIVITIES WILL BE REQUIRED FROM THE CTDEP. FINAL INLAND WETLANDS AND PLANING & ZONING COMMISSION APPROVALS ARE REQUIRED FROM THE TOWN OF SOUTH WINDSOR. THE PROJECT SPECIFICATIONS, DETAILS, AND DRAINAGE REPORT, SHALL ALSO BE CONSIDERED PART OF THE E&S PLAN. EROSION SEDIMENT CONTROL_ NOTES 1, EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT APEA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIALED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF T dIS PLAN. ALL HAYBALES OR SILT FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT `.HALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 3. THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF /ff TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FDR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TD 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 SHAL_ 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 WOCD 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) DAYE, FILTER FABRIC SHALL BE USED. 7. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT 3E A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MIIJIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN OF SOUTH WINDSOR PI;IOR TO CONSTRUCTION. 8. INSPECTION. A CERTIFIED SOIL SCIENTIST OR LICENSED 'ROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 1.0 INCH OR GREATER. INSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANN NG & ZONING COMMISSION MONTHLY. WHERE SITES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS. 9. SEE LANDSCAPE PLAN FOR SEED MIXTURE PLACED ON 4" MIN. TOPSOIL. 10.ALL STUMPS SHALL BE DISPOSED OF IN ACCORDANCE V'ITH STATE AND TOWN REGULATIONS. TOP OF SLOPE ON BUCKLAND ROAD SLOPE - USE (PERM) UNDER TOPSOIL SEE BUCKLAND RD SLOPE PLANTING LIST ,\ EROSION CONTROL MAT BY NORTH AMERICAN GREEN, TYPE SC150. ON 2:1 SLOPE \ �BUCKLAND ROAD SLOPE PLANTING LIST � \ END MAT 60% LATHCO FLATPEA TOE OF SLOPE 36% ANNUAL RYEGRASS 4% PERENNIAL PEA APPLY SEED AT 14 LBS PER 1,000 SF SECTION EROSION CONTROL FATS PLAN NOTES: MATS SHALL BE STAPLED TO SLOPE, REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DETAILS OF STAPLING PATTERN. -EROSION MAT t DOWN SLOPE PROJ. MANAGER: SEAL SEAL SCALE: r �■ FUSS & O'NEILL INC. Consulting Engineers 1146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 m 860.646.2469 www.FandO.com l EVERGREEN RUN CONSERVATION PLAN DETAILS SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1. 0No. DATE DESCRIPTION BY REVISIONS GRAPHIC' SCALE PROJI. No.: 1996-481A48 DATE: 04/29/05 CG.5.1 T Q. W W O M i O 00 o I a� X o 0 U a� cu 0 Q N 0) LO 0 Cl N LO N OD U_ IL CD 0 0 1- 0 0 00 00 v rn C.. cu CL g 0 rn rn IL :1 co Q U n 0 IL 0 z 73 C �I a VOL I n / MAP REFS ENCES , 8 TYPE "C" CB # 1 1 6 6" PVC SEWER LATERAL 1. 'PROP RTY SURVEY PREPARED FOR-MANCHESTER /-84 ASSOC/A TES PROPERTY CONVEYANCE MAP t f rlr 7 T.F. 171.0 INV. 168.0 NOR 7HE N HILLS BUCKLAND HILLS DRIVE MANCHESTER, CT. SCALE 1`-- 50 DATE 6114100 BY FUSS & 0WEILL, INC. 9 INV. 167.6 (IN) REVISED TO 12112100 INV. 167.5 (OUT) ' 15" CPP o 1 SA H - % TELEPHONE CONDUIT (TYP.) 2 'lV THERN HILLS LLC SHARED U77LI77ES EXHIBIT H BUCKLAND STREET MANCHES7FR, \/ T. . 971.E CONN TICUT BUCKLAND ROAD SOUTH W/NDSOR, CONNEC77CUT SCALE 1 `50 DA TE I V. 164. TYPE Cr ABLE CONDUIT (TYP.) 10/21 99 BY FUSS & O'NE/LL INC. T.F. 171 J. " ONNEC77CUT WATER COMPANY EASEMENT PLAN LOWES HOME CENTERS, INC. & V. 1 ) TAR ET CORPORAT/ON BUCKLAND STREET MANCHESTER, CONNECTCUT BUCKLAND ROAD ry 180 -18 CPP �-- r.' \ ® 2 2% r ` -- INV. 68.5 (OUT) NO WINDSOR, CONNECTICUT" SCALE 1' 50 DATE 7/12/00 BY FUSS AND ONE/LL METAL FED' TW 171.0 4. '?NORTHERN HILLS LLC EASEMENT PLAN FINAL DEVELOPMENT PLAN BUCKLAND STREET 1 " _ y, BW 170.0 M =R NCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH W/NDSOR, CONNEC7CUT" SCALE 1'=40' I „ 240'-8" R\(C SAN SDR 35 ®Of�3Q� ;, � TRANSFORM[` IF 9/24/99 REVISED TO 10/12/2000 BY FUSS & ONEILL INC. \ % f - co ulldug P A WL- �1N 171.0 �t � � 9° P BW'-1.67.0 TW 1 2.0 MH - SWIRL CONCENTRATOR I �O F S[� R 0 r / 1 30 O WL-34 MODEL STC 2400 ^, I j 72• j 106''- STR # 44 STR 45 / T.F. 172.0 = \ I (0 ka '7 ® 1.,0% TW = 177.13' TW = 176.44' INV. 163.E (IN) � � - �c' ,.s _ �\ IN,L '� � / / / � � L-35 \ � NV = 174.46' !NV = 173.50 0 / INV. 163.7 (OUT) TW 173.5` / , LOT ACREAGE: / _ / MATCH EXISTING y r-� � ' - `-•• ` � „ •,.• ��F � � ,:� . `,BW WL-30 � •.. 5.759 ACRES (INV. OF EXISTING PIP Q 171.8 1.j ; ti L-3 LTW 173.5 TO BE VERIFIED) #95 BW 170.0 29co �� r bl; i `f ') - ~`� I >o X T(PE "C" CB T.F. 173.5- - ! ,WL-26 " 1R'k-47o.0 8 C.L.D.LP. TER MAIN \ >\ / IM / I 22'-15" CPP /, / / `L �` - - \N4/ WL NONE OF ERTY�IES WITHJIN-,THE 100 YEAR FLOOD PLAIN. / 1f 5 r / ® 1.0% 8„ TAPPING SLEEVE T = WITH GATE VALVE NvAPE "C��p-2ry/ r/ \ I / J a \ INV. `173.8i IN I III \ \ �_- // ROOF ( ) I WL-40 M S TOWN S CI TEli / M, L AND REPNVE NORTH SIDE SAN. MH / �, 3 'RAIN \ INV. 169:7 (OUT �LV2'4I II (j\\`\OF 'NTERSECTION AS NECESSARY' //f I I I ( ( 4 \ CARS OF LAURENC RUBINOT.F. 172.0 / ~ �` \ \ I �--� \ , , 55 - TO ELIMINATE PONDING IN 159.5 W " \ \ °' TW 176.0 I 5 MAIN STEET/ / J 4 (; \ \ 7 BW 172.0 I I �\ t 1 1 \\� 17 = \ \ i MANCHESTER, CT. 06040 I L 1 ANHO / ! l \` \ \` \ \ , 860-1643-6100 I \ \ \ F. `_ \% TW 178.o INV. T61.2591N • `- _17¢•25 ,� 1 . \ BW 171.0 _ - - f - I INV. 1 1.15 OUT .� - 2" D� t- / \ \ \• A\ 76 - \ WL- . TW 180 0/ \ t �: \ 7d'� \ ` i ' WL-41110 L-7o '� 1 ;g BW 1 .QYL-2 \ \ \\�\ \. �\ I �' 70•5 ` TYPE c L tB I j I a f� + ++ +- + + ++�ro 8.q;9'7OS\ )47.1g35��o' a 1 O d.I yy / tom ��zQI \ -' { ( fi % a;. ¢•X2 .:�.6 FI• \ B\L\ \F L-7 T.F. B1W7771. I I Z`I II I Ii L-42 N INV. 1/72IZ1{ I f/, o ,W- �9/ 2 7 1 ROO I WI 43 WL 69 TW 184.0 19035., CIE, Wd GBW 70.0� fI -. - T.-- �. ' �J j6r T 1 .55 (W) INV=175.88�Y ;f:�`'' D RGG WL-19 \ \�Ir 530F :.. ,• = 8 WL-9 0 �ew 170:0 •-•1, \ J I I , :: �� i I I~�ss I% _ I I IJ ff Illlll t {�+ STM MH � `. m � `� «� , w w REMOVE EXISTIN R.C.C.E. I 2.03'29�) ( �-- TW - 180.s2' \ ~� TF = 171.39' �o/ I / .177 H1CQ[�ANF VV%'- GAT V�7L` ,Z . , I j j � J ( , _ 1 I .4 TF = 183. TF.. 186.15' BW 177.2 \ NJ SP H PAD AN STOR % j y �--j ( \W -44 INL - 177.93' / L 68� JII III �\ / INV=174.8 N �1,1R3n2_'(tJl�� 168.09' N �� 1/ \ wL l r I INV 176 E 1�1_ „I �" 80.0 c3 , �,,_ / \ _ - ! ,� � \ ► { / / � . W-�WT 1 I _ / -- S t� OE3 =o \ \ ! , STR 42 I �IIll 111 / Il 1, / 188.0 � ��WER �= INTAINE BY I''---___--�-/ 1 ��• , 2 DOM. E m � MEET EXI WALL, S` 2 1 r 1 # I I I M/S� LINE 0 A ES, L C VVL 0 / j / / TW = 180.s7' �� 6 FIRE ,MAIN INV. 17 / / LE � .._. - � \ N / / BUILDING AC ' L-45 OR _ UCESS� R AJ S , 10 ` r INV=175.5 ) \ j / ' !` l INV = 178.15' fJ O \\` 4 01 IN LA 171�.0 r _ / INL 174.90- • , \ , o o - C ' �M� # / / /= / / / / / I W 67 i.. � `C `'`- 1$ o �' rE GY�ISi AT / / / lII II!/f/ l N7o= b9"K' h' �_ h \ Z i""�'-- i i `''\ L 1 Z wI� 16 / ,' _ % l STR # 41I/1jljl/' 1t` 18;70 / /; I , / / / i TW = 182.06' l i ' I \ \ - 2 BW M ET (= I W_ LL 80 / / / INV = 178.00' l l/ ' �ll 1 flJ 1, 111 RETAINING WALL i o ikET ING CURB AND PAVEMEN % r �� M CH EXISTING GRADE , - L-4s I l lI r / t / llll-� � \ m � '�/ 18'_.0 lI 1� \ SAW CUT- tMENT / ` -`r - -- _ - / - BW MEET EkIS LC -f82f ` w ss J II/l1I/ ifll Il f Z I IWL- / TW 19 �/ • �/ WL-47 TYPE "G" C.B. - 1 -- '�``, `5 �H BW �ME E� Imo. `WAL_ ____ 27 7, T.F. 1 > OU TL T 15 3c 15 ' r % /--•-•-160 = !� L/ • ,, 18°`1.5t5 \. „ t, I = 8� // F = 195.., % _� 1 IIII ;'II r/ III ��� 6 \ ! I z` 1.5 cPP ' I _ / a # I INV` / INV=188.30'(SE t \ / ` SEDIMENT CRAM }ER 3A /III Ill --.--�_ •-_. � ... •- . -- -� -- t � r .�. _ i TF = 194.9 3' (N ,� o / INV =TI .02 1 \ , ° . '� ;`'� % INV=189.14 NE FAUN. / '� \ 1 l a " 9 7 i TF= 194.94' {S} - ! SE , _ _ . CP �.� .�• INV= 88.34' NW i �p 1 � 1 0 co. c. N 355946.60 _ l _ - - 0 Rom• j M � - . -. c l / / \ �LN� �^-•- _ e �.�' - -�� ®9.7 0 b� / \\ RESET MH. ,C6V R TOIATCFT O 190-- �Rfi�CE310 EXISTING ,E079.60 ROS_V8t�PE Z L��11 I f II i \Sd9 > �UT-EXISTING� P_A19 •*� -- - TO-tvlR T01; ._ // - C �--' 1 R SEG H. ER TO Iy1ATC .'TM MH / j I/ 1III 11 I1 III `y o J m6(PROPOSED OP OF CURB TF - 195.05' D 6, S' _ \1� ,-'r \. \ \ \ = INV-189.15' SW) oo II II i a / ozo i / //� � -' �'i .. / ar 26 �'` ` ,_ \_ \ I I / --�--� 1 f�lf/III/J If �\ , .� �' I W�--50-`- INV=1ss.31' NE) 6 ( // /'� !�- f , �� 'J3j BO - \\ s. (� _ INV=189.15' Nw W 6 �/ '" �0 - = 19 .3, j\ ? < i ! Ill fi I I ' % OD 7 INV_195.91' S `\ STM MH # 9 9�,\r�9 RVl� i CB #' C (� a' IIo IIIb / , 7F - 195.32' I f `1 Iw �flllll�' / \ v cQ I 0--I 199.97 IN ( �\ \ �� - \ �+ i V 27 W �„ r-- •- NV=191.37' 5W � INU�1�5'�21' N � � INV=1IN.90. \ K U) z / / / e f ! e - NV=191.59' 1'=189.92' E. STMU4 2r4- - -- CB #38 0000 TF :t7 '42„ ' / l cN Gi / �' �/ /'' f LP r \ y i` I ,- ._ IN = 196.5 WL 3 Illll (III 1 I I I I I WL-51 INV=191.02J)N W) INV ! _ %/ , // / �- 5 z - - F Q n I I I I I I I INV=190.97 f INv= o >' I 1 `� I / /�i/ ��/ \ 5 60 d o 3 , \ }� _ 1 I I I I CB #�4 I/ / / / oO�� 'TF - 196_.55' 0c� EIV INV=190.74'(SINV_191.12I 00 WL 196.2 INv=190.1'(N� �II�I I�I�I�I �I1l1I/1 U Ill l ,( ( � I 1 1 j f l l l j .u��• ; � `R r , \ � � r - - - - I Ill l I / / I ; \ M „I.Z,5t�.68 S WL-62 II fI f/Illl �"T- Ill / T RGE� J ( J 1 ! (1 ! -, _ `, _` ► _ WL-53 -9 8c 105 TEL MH # 1 ' 1 ' ` 9 ; CB # 5 11 � WL-61 \ \ t _ J l/ 1 TF = 204. 2 _' 97 • , � / ! TF - >! ! (1 1 /� - - - --- _ ' gg•0 1 W ! 1 INV=192.61 (W) J 67.57 l J (( ! 12" CLDIP WATER ,q \ o L-60////C j SE 3 J l l ! J!' -., \ o sk II II 182 f I N !i1! !1( ST # 6 M - M ` N� (!„ w _-- ____�_ E 30 7.85 I ,I ! J ! 1 ill �': -Tr=M u -. ID L� INV=195.74 (S) 198.3 $:2i L , W 54 182 /� / / ( I�IIII .' ` g \ % ( INV=195.74 NE -.. �__- _ - 1 � � _ � o � , , { } _ CB #26.1 r R E L 0 TF = 200.36' / INV=194.97'(E) \2 p F ' 4 ` � - __ C7 __ I ! 1 ! ! � T � 8 • , � ., � INV=194.77'{ W • ''"' 19 ..---'..--~' --_ ''-.• � \ !' 1 ! \ \ �� 0 6 , j T \ \ , f --59=�,,. ° -� .�, 1 �Y`1 \' \30�00 N� #33 1 1 I 205 - _ \\ '0� O INV=192.74' y 53'' j \O INV=192.59'�N} \ 0 *�' ' f Lot' /44r 11 PROD. MANAGER: ��nnni ��4�,`OF CONK i,� ��,��; �� M L, • C%j��i �� A9�••.`�- y : • 8* Z • �'o • = cr 's� •� .20951 :e ��� ssseFs•., ENS•<. ��o�� ./ONP.LE����� =ar<�i+ SEAL ��O6G�dlbeP�seA `,�e� 0�,,,«•.<..n;t�� sos®�a .• 'r • ,, ��•r ,G ° 0•<<;� =. = W � = ' a _ �3 ��°�� �f'� � • �• : a `�J 'e• ���� ••.,<iGE�sS'- - w,0- ��O NQ• «,.'-s< j���lpots� c a�•=-" TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT AS NOTED HEREON. n �, c�� 12327 SCALE: O FUSS & O NEILL INC. Consultin En ineers g g ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com M/S TOWN LINE ASSOCIATES EVERGREEN RUN TOPOGRAPHIC PLAN SOUTH WINDSOR CONNECTICJT CHIEF DESIGNER: HORZ.: 11" = 40' REVIEWED BY: DATE VERT.: DATUM: 3 07/21/05 REVISED PER TOWN COMMENTS HORZ.: 2 06/21/05 REVISED ENTRANCE, WALKS AND WALLS vERT.: 1. 06/09/05 REVISED WETLANDS 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS LAWRENCE R. GEISSLER, JR. LICENSE No. GRAPHIC SCALE PROJ. No.: 96-481A48 DATE: 04/29/05 CG. 1.3 C U C. a� 21 tD co O Z 2 J W > rn 2 o / a P �o F Z _v \ 'y \ tiv 1 � r CD f SEI MON. N 3 46. E 2 1 06/21/05 1 REVISED i!'=.TES 1. 06/09/05 REVISED WETLANDS No. DATE DESCRIPTION BY REVISIONS S / / / Q Q / U m ... .. i 0I 1 fE ( s 1tl r tt f ...- r t..:: �����_� 1'tf32I"xlnt} ti[tt 1;, f.t us C:f.?iis•s.. •.•+. [ tit€LS tt€ :t1tt tyY t {Xf Jiffipe Y4€3; CE✓t t 4iY f t ht .3t t t, t� �'Y 3tY.1 f:t k f'tti 3i )ttft+:i( tE �ks:tft €33f ifE3r "vAl . � t;frtl t3 tttfttf;•fth. OE)FltJ€w ?IE:k.]• t� :{€ :` t; rstt5: 3 sst3 Hs' ti;flrtif :?••,t•ttt • YfhsEROfft;; t`ftf€, 1'Et3t,f1•fEtrs i(1cE;1<, tt ;;;;€Y t• , IE£'{I<3Y :�1t 1 ,t i' €EtJ t fiEYi;' t)E,;fig C3!Yvidif. , ,, s , .2. k, t e> is a;ittltf+.'i Ete?t'F t `" £>It:•{ trc J f v.: t s€ ;t t t ztt t r(sr1�Frame: i,t It t`:y i0sr f„( 3 F It S t s< E1 f)t.<• i�tC^ f t.!it y t € 1 t ++ fr:t it• f? lt€ ;t'tte t' i:�'F t u :L."ik .frt1 : Itt t tE3?t's F Ptt :1 + t.t itC . ' S I€;3 lsts :=ttr'LYf;t €11r yf. S Sit€1 t3it;l3)•.tiEr".t jJftr'> xsff> li(• Ytfs'C�lc E t13ft(I ilfi.f tr'f(E !f?filt3' .€.tt{•sni €s•{31.Et it!t 3"il s'P t,I('s,,:3 3:Lit11I1t11"tl '',v.,•"""+ . .. ,�., vrrr�•%i .. -.>. C'�t?;-€;iE{'€1 y3Y+:'rs't{€fY% EXi::itt:`i' €t;t:F;IE'•,'•t, .1 1ti t-F <i€tY's€y { t€t+:' (t[fdfOvi. I),' if untIit-o; fEtiYtli;€: ;aEtt' kflf .;s:i; i �,I:C°' i3 j¢t E;•>F # , ';i j• t{tit E. ss1. Inc l '� ^•'%•y�'t�;,;,3s i�f.. ° . ti:!Et;+i>•C>f� f5td°� €c tt� i', t t ti1C1 €iY Ett °St; :E2tt1 tat#35 'r`�tt€t iti!t f f .}.,:i �;3� ftif?c:;fl <:Eltt(tt::c M. �Etx'tf'f Reflector €`4'ti�t ule tlss Ctit? �I eit. C IJti: 3 Jts t 1E :ft; !' C t t t tf t -m tt?t ifCtE ti Slltlil't if Iltt-"t trt (LislttrE£f[ t fif,1C " ttt: f >tt'klteis 111t. 3- ItiYY6+r` s)t ft+tf :) f f ..ffx' EItC €iCi kfrtr tftt°€ !ti> t f! t f ✓} t ,, t t ! - ( f�?!fl tl ;:ts idt€ t ikt I'r ;3!s t tits f!t3 t? fttC;, iE<� :3:3v'. IJtE3 <r11f EttC.€, i%t;tl ,'t "i• S E t'ssiJlJ(.I 5ltlttlf {i i ttft3t <,t<Io:i€6?tE, Al s1 lEn�taf (1i s£lict< 5 fe fift:t:t;Yj• 1t1t At, -f;;t} ,,1;? E `y i t is ti.v13'C71 '91FE1 flfti {i aSC'lji t i { }3y Yta tit tf €., f it3Y aES3tiw[ of t€.0 %, tt t1 •€ €'.• t' £ et ;tEj 4 t€3C` t :tftF%ttt' trrtoi , - E"..t$CtttCOt tS'Eo£3f)tr,. .t?€ (>tfy<tYit.'sft '(Jrtl€:itttfs;,tv :t E 1, !r>{:(;{;ff77.t.'K€• I:::)tittit tt rxl q-EEtyl€t? ril st> and E )C Ft)f .I11"v�f t- € tltit (ILdt V,0ISC.f f'tC Cf. Pit;( ?ac t tr f1 tiiftt tttl` tt tC t to }1C3t1 (E3', Yvitif tttstroJlt1:.t(+ tiff€t)tf.l4`,-><'frtE€+€C tl t)iY.31113Y1E'ii iE.E3!if( At..3.ttla-ts f IJ'EIp(Si[ Am(j if? y)tt?!l: I).tF1Jdfa{ i3€ n-4frill , s,„t1 tntt. f't.€ Yt ` >'tlEftc:i } .3!itt ?t .l lift:%Li<.:t rl fUU RVO l';i lcm, tor'.1inaitt.`.•tt:•iY):fe. i f - ffttt tti't dr, L t�C;+tt!s >'3.� Ef C€[i �' ^• < EH3€t. ft.:'.;ft3'2 it1; F11 3tl wall "A:t 'sS<:111 ER € ({, Ami 1N {.tit tt€nr f-W fC:E' > K� E.t.t€ ft fist I FX'tt € E70011aS Watt Mounting. € Nf :w tt heft+ d 1) V'Oure d > > ,rt fst I £)rtlY A tTl ytirx"i `. slYs•1 t € '.s})II!"t<'s `J: tt iln tiff!. Yt.. A *,f 1t f rft; Y•Y tt?1k:f lE €3Y.N.tst t tit rr t):'€t;<•CE tts tkt: C'f1i draw 1xills 1 `iiE ,3 Inn,t rl;3tc ! o .' f'• t€sk ! 1i' f tftE ft ;t t <,€ �131't :tli,•it it<'sY. ` ;tt€ .+'£t1€ 1'f f Ke tt f;tJt tt;'�tt v,Y 1Y( rrt E t ^e ttf tt; s t t tttt' E �tf:tis•`: i NOTE, lun tiot: VWA, 31 vi3l! fttwi. 3J sl:i;;l! t tifKjCs%Tits ;lsttrs!> I;tJt}i37t1.. ±(".? :••Ei.t. +�'rttr)3E, y'Y3 t t T' "41'€ •t1Es €''€. 1f . �iE3€3i1:. tyly f s(,ft�, .r f Fl3lfttE,t € : syt .t!'!' i. tJi.•rj?Y t< 1E t,3EEit ?. i !lti: f3r'ttYtiti;t€ tl'!€E:Idsf>iEc:y i;tljiis4:! (3'ff;�t' `,t {:€t!ttilfate: f%�'•':'('?StfSEt t`sstit:yv 1�>t;i) €tOt1' ;tit tii'tfa:' t{5! I?Y9ftt.ff.'.•'Efa' taitl's t4?: Trial, (:ri€£3Y<.. litre. t,llt) :.iY<j€,3 i€V.' :�%i'•'tA, (lti`trr!T f.l,+t[,gYS ;3fN Yy, E• t;fEfi!Et .> r,r; ;3Y t. .. :N:iiE:F€3I.• alld StE€ wc; its lt!€+iEthYi3E {it,3f€fit':;. :vf:!;ff!'tt::;•c rtit:3rltitif'C 1f:%: ,�.lif t;;u1t f i'.:3i'<;(•:'TTt.�ti'•'b. _ E _ GC'tt,€Z;Ct�tl3>ti; t.J€. s i<.'.':'ct try :. -.5. ;sl� :�:att jai;. `. f>;aav ;f.arrt �:u C1�-. tt,: •.•, r>t i�"r"�--- E '�►-�� � ___ Ec?<:;3tsr:rt,. E ist;Ei�f nr.31'tE3f.^(:.E,faY �;i',ita .. f f 1�-..,(� �. , t f n"�a• t�i 1 {tfS;^.€its' 3)!(. °f itf7 t€Lit :., Luminaire Schedule Project: All Projects Symbol Qty Label Arrangement Lumens LLF Description 8 A D180 1 40000 1 0.750 1 WLS-HF-S-5-400-SMH-FG 25' POLE 3'BASE MAINTAINED FOOTCANDLE VALUES AT GRADE, USING A .75 MAINTENANCE FACTOR. Numeric Summary Project: All Projects Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts Illuminance Fc 3.74 8.0 1.1 3.40 7.27 El HIGH PRESSURE SODIUM LUMINAIRES ON ACCESS RD. METAL HALIDE LUMINAIRES IN PARKING AREAS VERTICAL AMP PER LEGEND. HOUSE SHIELD ON POLES LOCATED NEAREST NORTHERN B(UNDARY LUMINAIRE, MOUNTING (:RACKETS, POLE, AND BASE FINISH IS MATCHING AND OF DARK BRONZE ANNODIZED. FINISH AS DIRECTED 13) ARCHITECT. REPAIR SCRATCHES IN INISH. SUBMIT PHOTOMETRiCS. 480 VOLT BALLAST POLE RATED FOR 1DO APH WITH 13OX GUST FACTOR. SUBMIT POLE AND LUMINAIRE E.P.A. DATA NOTES* 1. ALL CONCRETE iS PER SPEC. PAINT EXPOSED FOUNDATIONS PER OWNERS DIIECTiON. 2. RE -ROD FOR STEEL POLE FOU VDATIONS IS 8#5 VERTICAL BARS WITH #3 CIRCUI AR TiES EVERY 12'. MAKEUP ALL WIRING SP JCES WITHIN POLE HINDHOLES. PROVIDE TWO IN LINE FUSES SIZED FOR LIGHTING LOAD. 8 POLE BASE OR BOLT MIT COVERS USE DOUBLE ANCHOR E OLT, NUTS, t AND COMPOUND THREAE LOCKER SEAL. ANCHOR BOLTS FURNISI-ED BY POLE MANUFACTURER t9i II CONC. LIGHT FOUNDAT10 V 1 CAUTION,' I II METAL FENCE POST ` vt ^r,•,� t' r,+fs'tclCa 4[t iEf.Ct?+t}ia!'f,' oti€t ::<t: cts:Ct. c s ,( t > i; :.'(3 t lilC,ff•,U t ltt '✓, •{;t tS.t`, tV .--..Y7 II c)t Ettte .•a.3tk3rtft€ €tlt%itfiCat€ t.:r I^ E•;tti1;::, ; C€ I I1�JIi' tl' i:sf't+J'r.'+Atsisittr,'. i� CONDUIT TO ADJACENT I iXTURES. L� SLEEVES E EACH POLE IS TO BE GROUNDED -- I24-D A STU BB m TO AS 1"ABOVE 'OUNDATION TOP. 1 `,�+ F P WiTH #e BARE Cu WELDED TO CO •1 d1 t 5/8'x 10' Cu CLAD ROD. , 11 � ng A ,,� WL-1 IRON 1� MM THAT ARE MCT Lt>t 4= Of MMIN OR aCK OF txrfte 11 �I 1,240 ;� ROD ELEVATION ,� BE �M AT ?NNTFD PARI0M0 SMALL KTTRSE 711 H SF ;� LIGHT POLE F.F. 7a. flE E3ASE To E : 30' f�FArt OF t tIRB FACE 1 , O II NTS 3). . ALL I� M M\Ut T S SCHE3 M 40 PVC WL-34 ` -33 5). AIM/ULT ALL FIXTURM PER MAMUPACNRER'S URECTICM. `� rL-3�0 0). TEST ALL MIRE Wn I ESUUTM TESIFR ftt PROVIItE RE4tl1.?s To PMECT MWOM 1.3L-2 �.. L-35Based on the information provided, all dimensions cnd luminaire locations . - � to WL-3 shown represent recommended positions. The engineer and/or architect must / �1 2.8 4.5 5.6 3.5 .7 �: L-2 determine applicability of the layout to existing or Future field conditions. / WL<.'29 / This lighting pattern represents illumination levels calculated from laboratory data v v v v v v � v v v v v �� - � `�� / ..5 3.8 6. 8 4.7 2.5 3.8 �, .1 3.0 4.8 6.2 WL--26 � � taken under controlled conditions utilizing current industr' standard lamp ratings in / �_ accordance with Illuminating Engineering Society approved methods. Actual WL-4 / / l_ performance of any manufacturer's luminaire may vary dL e to variation in electrical �>. o 0 0 0 0 0 0 0 0 ' voltage, tolerance in lamps and other variable field Condit ions. G 2.4 3.4 5.1� 5.0 2.9 3.3 5. 4.0 3.8 2.9 5 WL �`_ • \ BASjN �- T �� /TE / �hG -WL-72 G SEE WE--2 TON/ / \ WL-5 VOA F` 2.3 4.1 5.0 4.6 3.6 3.9 5.6 7 t9 6.0 2. `� 1.7 1 .6 1. G 'Y % \ r ! -_ -_- ` WL-40 / �/� v v v v v v v v v v v 1. 3.0 5. 5 5.1 3.7 4.5 G 6.1 4.1 1.5 1.3 1. 1.8 .7 WL_ 24 �_ i/ - v v v v v v v v v v q v J x / Kr 1 3. 5.7 7.2 5.1 3.9 6.1 7.4 5 3.7 3.3 2.9 .6 2.5 5 G ; WL.k23 %%` 0 4.8 3.6 3.8 5.5 7. .0 2.9 4.0 4 3 6 .8 5.6 WL-?- W i WL-2, \ .% I t WL-41 L-70 1 1111 11 !l Illl i v v v vW v v v v v v v v ; v v \ %, VA =, 6 2.1 2 2.8 4. 3. 2.3 4.3 7. .3 4.6 3 5.1 .6'r� Z k WL-21 / %/ I ///I ///I I/l , RETAINING W v v v v v I r .7 �22W3. 5.0 4.3 � 2. 2.9 W i �, +� WL-43 WL 69 o 1 WL-8 _ 2.7 2.9 2.5 2.4 �1. $ulld. 283, o WL-19 16 ll1 L ' . ^..S . 1 v v v o WL-9 �530 � K t 4. 4.3 2. 1�1i F F I �, t f WL-44 L-6 Ill Ill lI 1 4 € WL-18 0 El o WL- 0 2 `BUILDING AC L/ E L-45 rE� I f °0 0 1 / W 67 \� 9 4. o oa / l 7 o WL 111 o WL-16 / / / //// RETAINING WALL b-.t u• r �M 1 1 � WL-46 \ 2 -1 W L- / l / WL-47 W 66 % I - z 1 25' BUILDIN a n1 � R SETBgCK WL-48 WALL LINE\ %` y �.. i' ` u RCa61_ RM L - t 24" R ORM `�` \� / -� - , ��� WL-49 26 ��. ��� ' WL-50 w -s M S TOWN LINE ASSOCIATES CARE OF LAURENCE RUBINOW 555 MAIN STEET 1 /I III /I Ill I / \ TFT G % o MANCHESTER, CT. 06040I P /� I I I I 1 I I H�- I I �'_ tt, i I I I 1\ 124nn is t+� ! 860-643-6100 wL s3 If PROJ. MANAGER: CHIEF DESIGNER: REVIEWED BY: DATE SEAL SEAL WLS LIGHTING SYSTEMS PO BOX 100519 FORT WORTH, TEXAS 76185 1-•800-633-8111 FAX 817-735-4824 SCALE: HORZ.: T' = 40' VERT.: DATUM: HORZ.: VERT.: 40 20 0 40 GRAPHIC SCALE FUSS & O'NEILL INC. Consulting Engineers C� 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com M/S TOWN LINE ASSOCIATES EVERGREEN RUN LIGHTING PLAN SOUTH WINDSOR CONNECTICU" PROJ. No.: 96-481A48 DATE: 04/29/05 L.1.1 0 co 00 00 fx1 X N 0 W 0 Q co N 0 0 vl- LO 0 N N co L6 U 0 0 a� 0D Q T Z Q 73 J 10 CC 5 10 I0 PIPE SIZE A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7 1 1 2' 1' 1' 4 1 2' 1 1 2' 3' 6 18" 12' 1 8' 2' 1 ' 1 ' 5' 2' 4' 8 21 " 13' 9' 2 1 2' 1 1 2' 1 ' 7' 2 1 2' 4 1 2' 12 n A L`t 1 -7' I/I 1 1 I V 1 n 1 In, I L I L 1 1 In, I I I L 1 1) I 0) U r) 1 1r), I L I L F, 1 1r), J I L 1 I J 30" 20' 13' 3' 2' 2' 9' 3' 1 6' 1 22 36" 22' 16' 3 1 2' 2' 2' 9 1 2' 3 1 2' 1 7' 1 33 EXISTING GRADE c NOTE: _ THIS IS A MINIM7MSZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR14 NRCS METHOD ENDWALL OR FLARED END - Z� � �� u ,1 _ --- u II 6" BANK RUN GRAVEL SECTION A -A A 01611i�� 1. OUTLETS AT CULVERT ENDS #'S 37, 93, 90, 103 TO HAVE STANDARD RIPRAP. 2. FILTER FABRIC SHALL BE NON —WOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC AND AOS OF 0.43 mm TO 0.22mm AND SHALL MEET AASHTO M288-96, EXISTING GRADE OR OTHER SURFACE MATERIAL FILTER FABRIC (SEE NOTE) 18" INTERMEDIATE RIPRAP MINIMUM. SEE NOTE 1. ENERGY DISSIPATER 1 /2" CLEAR BETWEEN PIPE AND PAVEMENT(TYP) SOUTH WINDSOR —� STANDARD FRAME AND COVER ADJUST FRAME TO FIN. WITH BRICK (12" MAX.) STEEL -REINFORCED POLY- PROPYLENE OR ALUMINUM MANHOLE STEPS TO BE CAST IN PRECAST UNIT DURING CONSTRUCTION. THE PORTION OF ALUMINUM TO BE IMBEDDED IN CONC. SHALL HAVE PROTECTIVE COATING OF ZINC CHROMA OR APPROVED BITUMASTIC MATERIAL PRIOR TO PRECAST. ALL JOINTS TO BE POINTED FLUSH AND FULL. CONCRETE OR BRICK INVERT. OF LEADER SEAL BETWEEN LEADER AND PICK-UP PIPE CLEAN OUT (CO) WITH DROP -IN METAL GRATE SET FLUSH WITH PAVEMENT 1/4" CLEAR BETWEEN TOP OF GRATE AND / PAVEMENT �G EAL WITH JOINT FILLER =I EEP SIZE TO FIT ROOF LEADER 12" OR 15" CPP OR PVC BEDDING MATERIAL ROOF DRAIN PICK-UP I n4'-O" TE ;I 8" �O N _ 6'-4" DIA. STORM MANHOLE NG RADIUS ELBOW 74" 1' 1 V-67p 71p DEPTH TO INVERT VARIES SEE PROFILES 6"MINA 39" 0 PpnpnCFn npAnF 1 M N. 12" 12" MIN. / MIN. u 00000 000000000 0 0 0 0 0 0 0 0 PAVEMENT SECI ION OR LANDSCAPING (`3EE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOV= PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERIVISE APPROVED) NU STUNT_ LAR'iER IHAIN 3" �— BACKFILL WITF SAND BEDDING OR SUITABLE NATIVE MATERIAL WITF NO STONE LARGER THAN 2" AS DETERMINED BY THE ON -SITE ENGINEER BEDDING ON SUITABLE NATIVE MATEPIAL OR 3/4" CRUSHED STONE BEDDING MA] ERIAL IN ROCK EXCAVATION OR IN UNSUIT,0LE MATERIAL AS DIRECTED BY THE ENG NEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. Z BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE Si T0RM T RENCI-A Dt IAIL 2" 1104" 1 2-#4x4'-0" LONG --�I I~ TOP OF FRAME APPLES \ PRECAST CONCRETE •`-� UNIT w PRECAST CONCRETE OR MASONRY UNITS h. = 111w1. 2" I. 2g" hZw POURED CONCRETE OR - 4' 8" PRECAST SUMP 8" 7T • pp �p 1 5'-4" 4'3'4" C7 _ FRONT ELEVATION. SIDE ELEVATION TYPE "C" CATCH BASIN CONCRETE PRECAST CONCRETE OR MASONRY UNITS POURED CONCRETE OR PRECAST SUMP FRONT ELEVATION SIDE ELEVATION TYPE "C-L" CATCH BASIN PROJ. MANAGER: SEAL SEAL SCALE: r1cc FUSS & O'NEILL INC. Consulting Engineers Jo;o 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.Com EVERGREEN RUN STORM SEWER DETAILS SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: ,F7 HORZ.: VERT.: 1. 06/21/05 REVISED ROOF DRAIN DETAIL 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 1996-481A48 DATE: 04/29/05 CU.5.1 MI OD 0 X N O Cl T U a� CU 0 CL O N M N M LID N OD N N LCi U 6) O 0 N 00 Q 00 0 c M Z Q J C H 32" 43" COVER DRILL k COUNTERBORE 1/2- DEEP FOR 1/2- SOCKET HEAD CAP SCREW. (2 PLACES IN MiSR) IcCIFICATIONS: \� COVER Pattern shall be no. 1012 V,71 manufactured by The Combell Foundry Co. or approved equal. AASHTO HS20-44 highway loading. Metericl shall be gray cast iron which meets 1/4' FLAT NEOPRENE GASKET or exceeds ASTM A48-83, class 30B. DRILL do TAP HOLES IN FRAME FOR Alcastings supplied with: 1/2--13 THREAD CAP SCREW. LOCATE HCLES FROM COUNTS BC -RED —Machined bearing surfaces HOLES IN COVER (IN 2 PLACES) -Non-penetrating pick holes -1/4" flat neoprene gasket -1/2' diameter stainless stee'. cap screws TOWN OF SOUTH WINDSOR STANDARD WATERTIGHT STANDARD DETAIL MANHOLE FRAME & COVER JJNE- 1937 REVISED: NANt STAINLESS STEEL SOCK HEAD CAP SCREW — 1/: 13 TiD. x 1-1/2' LONG, 2 RECUIRED LOCATED 180 DEG. APART. DETAIL "A" NOT TO SCALE APPROVED I PUBLIC WRKS DIRECTOR I 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 ■ SECTION -SLOPE ® 3"/FT. 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 I\VUULI\ OR BUTYL ROPE JOINT SEAL (TYP.) SLOPING SHELF TO DRAIN BRICK LINED INVERT (SAN. M.H. ONLY) PROVED SEALED JOINT SECTION A -A SANITARY SEWER MANHOLE WATER MAIN Z 00 SANITARY SEWER WATER; CROSSING AT SANITARY SEWER I A1'1'IXII / .CiTPEET.Ci / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 4" d .Q a d d a a" da v C. d. G d - 1/2 C ;D. PIPE 1/2 D. PIPE 6"� MIN. ; : ..e. . •. . •. 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 0A SEC-1 AND AOS OF 0,43 mm TO 0.22mm AND SHALL MEET AASHTO M288-96 APPROVED GRANULAR 1ON- ORGANIC BACKFILL MATI-RIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CCNN. GENERAL STATUTE SEC.ION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. -SAND BLANKET PIPE, AS SPECIFIED 3/4" BROKEN TRAPRCCK FILTER FABRIC (SEE NOTE) 1 9" SANI1 MIN i v STONE .•e v e. 6" MIN. y a f . _ 1' L 2'-6" IL 11 PIPE - IN GROUND WATER TYPICAL TRENCH SECTION (SEWER PROJ. MANAGER: SEAL SEAL SCALE: .00 FUSS & O'NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 J 860.646.2469 www.FandO.com EVERGREEN RUN SANITARY SEWER DETAILS SOUTH WINDSOR CONNEI�TICUT F7 CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 1996-481A48 DATE: 04/29/05 CU.5.2 LEGEND 0 0 a0 0 a 00 d rn FINISH 041 MECHA JOINT 9' + J/`Y RGJ IR/111VIIVV fCVVJ -I'VIV IiRC IC IVI liJVIVRI (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 a ? DEFL PLAN ELBOW — DEFL. LESS THAN 500 PIPE DIA. (INCHES) MINIMUM 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 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 CLASS "A" CONC. (TYPICAL) DEFL PLAN ELBOW — DEFL. MORE THAN 500 PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.75 16 1.5 Q• • Q a • -Q- Q-� o Q • - Q Q - U wl CLASS "A" CONIC. (TYPICAL) Q 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 PIPE O.D.+24" OR 3'-0" IN. ROCK PAY (LIMIT FINISHED GRADE w EL It J BACKFILL PLACED & COMPACTED IN 12" LAYERS WARNING TAPE COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENG. BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR 3/8" TO 3/4" CRUSHED STONE* PLACED AND COMPACTED IN 6" LAYERS. GRAVEL FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED �F CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY THE ENGINEER. TYPICAL TRENCH SECTION (WATER) PUSH —ON JOINT NO RESTRAINT T — PUSH —ON JOINT WITH COVERALL PIPE JOINT RESTRAINERS HYDRANT MECHANICAL JOINT WITH RETAINER GLANDS COVERALL RESTRAINT ON EACH JOINT OF A HYDRANT LEAD NOTE A — 27' MIN. RESTRAINED LENGTH FROM ALL MECHANICAL JOINTS (MAX. OF ONE PIPE JOINT WITHIN THESE LIMITS.) SEE NOTE AI TYPICAL 1" OR 2" DOMESTIC SERVICE WITH DOUBLE STRAP TAPPING SADDLE / — HYDRANT TEE JC i I A I 1 A r• o e o ^ BEND ANY ANGLE MAIN LINE GATE VALVE " e e CONCRETE THRUST BLOCK CONCRET= THRUST BLOCK WATER MAIN JOINT RESTRAINT COPF CORPORATION STOP STRAP TAPPING SA FINISH GRADE WATER MAIN 0.6858 CATCH BASIN OR OTHER STRUCTURE WATER MAIN AT STRUC,'TURE FINISH GRADE 2 HOLE COVER — FLAT STONE WATER SERVICE CONNECTION PROJ. MANAGER: SEAL SEAL SCALE: �FUSS & O'NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 J00 860.646.2469 www.FandO.com EVERGREEN RUN WATER SERVICE DETAILS SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: VERT.: DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 1996-481A48 DATE: 04/29/05 CU-5.3 0 M 0 00 x 0 X N 0 C� N N N co LO 0 N 00 N f i z 2 J co w Uj 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 8c WASI- (TYP,) 5/8" x 7" AASHTO FBC16 CARRIAGE BOLT W/ NUT & WASHER (TYP.) DELINEATOR REFLECTOR SEE NOTE 2 AND SPACING TABLE (TABLE 1) 3 1 /2" 1 " / 1 1 /2" i O SPLICE PLATE 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS -ui -� A n -7 1A„ .7" 6'-6" LONG POST CONNECTION PLAN (DIMENSIONS ARE TYPICAL) 6" x 12" x 9'-11 1 /2" ROUGH SAWN TIMBER RAIL 1 11 /2„ \ ' STEEL RAIL STEEL POSTS, 10 O.C. (TYP.) 1" MIN. GALV. COATED POST CONNECTION ELEVATION TABLE 2 RADIUS R (ft..) B/2 (Degrees) D (1 inches) 35 min. 4.10 5/8" Over 70 Flat 0 HOLE (TYP.) 6" x 12" x 9' —11 1 /2" ROUGH SAWN TIMBER RAIL k x 4" LAG SCREW L 3/8" HOLES IN TIMBER (TYP.) BLOCKOUT 2' — 3" 2' — 6" 11/16"X19/16' SLOTS (TYP.) 1 1 /2 "� F a 3 �o o 1 /2 (TYP.) DELINEATOR REFLECTOR 4" x 8" X 1" 3 1 /2' 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS STEEL RAIL & SPLICE PLATE `STOP OF SLOPE if _ui =iu=uim e=_ui OR WALL VARIES SECTION A- A STEEL BACKED TIMBER GUIDE RAIL GROU LINE 2- MIN GUIDER g,— 6 2' — 6" 2' — 3" 2" DIA. HOLES (TYP.) ?" DIA. HOLES FOR LAG SCREWS (TYP.) I S o - _ _ -..--END OF TIMBER RAIL 2'— 6" of 3„ 3„7 1 2„ 3„7 1 1 /2" T T 3„ o G) o �> o 0 0 —0 3/4"x2 1 /4" BOLT SLOTS 1 1 /2" 7/8"x1 l /4" BOLT SLOTS(TYP) STEEL SPLICE PLATE DETAIL 6" 3" 8 1 /4'8 1 /4" 3" V-1 1 /2" 1'-1 1 /2" 3" V-1 1 /2" V-1 1 /2" 3" 8 1 /4"8 1 /4' 3" 6" 2 3/4" (TYP.) NOTES UNCOATED ASTM A 588 STEEL 4'-2" TO 4'-5" GALVANIZED IN ACCORDANCE WITH ASTM A 123 POST DETAIL STEEL SPLICE RAIL STEEL RAIL BACKING 18" 1, —SEE DETAIL FOR BURIED ANCHOR — TYP. \ ELEVATION p" SYSTEM ENS ANCHORAGE LIMITS FOR TOP OF FILL SIDE SLOPE —I AR ZONE OFFSET EDGE OF PAVEMENT— PLAN CONCRETE ANCHOR FOR TERMINAL SECTION FULLY GALVANIZED POSTS z in z d- GUIDERAIL END ANCHORAGE TYPE I STEEL RAIL DETAIL 1 1 /2" 3 1 /2" 173" ?" DIA. HOLES 1. DELINEATOR REFLECTORS SHALL BE BROWN PLASMIC INVERTED T-SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020, OR APPROVED EQUAL. REFLECTIVE SHEETING SHALL BE SQUARE AND A MIN. 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 ADJAC17NT 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 BOLL 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. NOTES: 1. WT 15 x 86.5 and 3/8" steel plate buried in the ground shall be galvanized in accordance with ASTM A123. 2. Anchor bolts, carriage bolts, and all required nuts and washers shall be galvanized in accordance with ASTM A153. D C�— C PLAN 1/2" 7-1/2" 1'-0" 1'-0" 2'-0" DETAIL" I" 3'-1" 13'-1" r r VIEW C—C VIEW D_-D DETAILS OF BURIED ANCHOR PROJ. MANAGER: SEAL SEAL SCALE: IfficFUSS & O'NEILL INC. Consulting Engineers O ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN RUN GUIDE RAIL DETAILS SOUTH WINDSOR CONNEC J'ICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE Jolts PROJ. No.: 00-481-P10 DATE: 04/29/05 C1.5.1 �I CD 0 00 Z Q J > O m co 12' BACKGROUND —BLUE, REFLECTORIZED LEGEND —SILVER, REFLECTORIZED HANDICAPPED N PARKING STATE PERMIT REQUIRED F— VIOLATORS Z SUBJECT TO w PENALTY w w > WHITE 0-- 2"x2" STEEL TUBE WITH WELDED TOP CAP ANCHORED 24" IN SOLID CONCRETE. CONNDOT SIGN NO. 31-0629(P) HANDICAP SIGN TIVE PAINT OF PARKING SPACE HANDICAP SYMBOL I IA n1n1n An �1^AI HANDICAP PARKING STALLS NOTES: 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 8ff i 1 /2"R TYPE "K2" BIT. CURB 2" ++7= / ff 60° 4.�'17 1 2 GUTTER LW - RAMP 1 "/FT WALK r RAMP 1 "/FT WALK TEXTURED SURFACE Lw1wLiqn\\w. RAMP SECTION E—E STOP STANDARD DOT II METAL SIGN POST NOTE: TYPICAL SIGN DETAIL, SEE PAVEMENT MARKING AND SIGNING PLAN FOR SIGN TYPES AND LOCATIONS SIGNS VHITE STRIPING STALLS VHITE CROSS HATCHING HAIRPIN STRIPING 4" TOPSOIL AND SEED `—FINISH BIT. CONC. OBIT. CONC. BINDER — ROAD BASE BITUMINOUS LIP CURB SECTION N 6' ANSITION FLUSH CURB AT HANDICAP AREA SLOPE E ELEVATION — A 6' ANSITII SLOPE GUTTER LINE 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. 3. WIDTH OF SIDEWALK RAMP SHALL BE AS SHOWN. 4. THE BOTTOM OF RAMP SHALL BE BEVELED AT THE GUTTER LINE. HANDICAP PARKING RAMP 4"L SEE PLAN --- 1 /4" / FT. 4" 1-5" 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 C'I IRR TOP OF CURB E /1/pT 9T/O,y S oA�i FAO<Y q � PLAN O HANDICAP RAMP 5.. THE MAX. SLOPE OF THE RAMP SHALL BE 1" PER FOOT. 6.. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE LATEST APPLICABLE STATUTES OF THE STATE OF CONNECTICUT. CONCERNING THE CONSTRUCTION OF SIDEWALK RAMPS. 7. SEE CONCRETE SIDEWALK DETAIL FOR DETAILS NOT SHOWN C -.07 30'-01, 5'-0" 5'-0" 5'-0" I TOOLED JOINT 1/3 SIDEWALK DEPTH I� 1 /2" PREFORMED EXPANSION JOINT MATERIAL EVERY 15' C CONCRETE SIDEVVALK NOTES: STAMPED ISLANDS TO BE RAISED 1 /2" ABOVE FINISHED GRADES. PATTERN AND COLOR TO BE APPROVED BY THE TOWN OF SOUTH WINDSOR. �iJ:_:' _Y; cy: i'?:.` -Y•a ty' i'?::' _Y�tf,- r?::.'-Y' iY. 6" 6' 6' 6' 24" X 24" 24' "GRANITE SETT" MODULE STAMPED CONCRETE ISLAND PLAN IN NOTES: 1. 1 /2" EXPANSION JOINT BETWEEN FOUNDATION WALL AND CONCRETE SLAB WHERE APPLICABLE. CONTROL JOINT AT 15' MAX. WITH 2. 1" EXPANSION JOINT AND FILLER AT 25' POURED JOINT SEAL „ 1/4"x 2 2/3" DEEP SAW CUT OR FORMED 3. SEE ARCHITECTURAL PLANS FOR FENCE ENCLOUSURE DETAILS. 6" MIN. CLEAR , BETWEEN FENCE AND CONCRETE PAID. W/6x6 W1.4x1.4 WWF 6- °. •. a '.. f °n -' - t... - °-•e •: � . ° e • ° . ' D �' DC ° D 7°e s e D N '. o•'�. o o :o 0:0.0:0.,-0'.O-O'.O O: O.O: O.0 / :O.O'.O.O'.O.O'.O PROCESSED AGGREGATE BASE SECTION CONCRETE DUMPSTER PAD AND RAISED ISLAND 2 MAX. \ I1 w z J L� Li w �I (n 1— 4 alw w z PAINTED TRAFFIC ARROWS VARIES ' j 4' SIDEWALK 5' 1/4"/FT. EXISTING Z p aQ JO U � —� 1/2"/FT. m I * LESS THAN 5' AT SOUTHERN END TO MEET EXISTING. BUCKLAND ROAD SIDEWALK SECTION PROJ. MANAGER: MIMIC SEAL SEAL SCALE: FUSS & O'NEILL INC. Consulting Engineers J300 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN RUN CONSTRUCTION DETAILS SOUTH WINDSOR CCNNECTICUT CHIEF DESIGNER: DRC HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 1996-481A48 DATE: 04/29/05 C11.5.2 T U 0 0 00 Q z a J rn w > w > U) X 6" T.S. POST FRAME 'ALVANIZED & PAINTED S. SCREEN BEHIND SHEET 3 SERVICE GATE SIDE ELEVATION sc_xw. s•-o• 4 PLANDETAILATT.S.POST �•-fd 1/2" PVC 6" BOARD "V• GROVE PANELS WITH SQUARE LATTICE TOP SECTION 1NYL PICKETS OVER SOLID BACK PANEL 1NYL POST SECURED TO T.S. POST '.S. SUPPORTS FOR SCREEN X 6" T.S. POST EAVY DUTY HINGES AS READ. 5' TC CrPP N GF4Wn CWP4 OR TS AND FDASTEBN E PLATETO GATE HOLD OPEN DEVICES OPTION ICON RETEFOUNDATION 2 SERVICE GATE FRONT ELEVATION -so 15'-9" CLEAR FlifF I I I 8 CU. YD. DUMPSTER I I 8 CU. YD. DUMPSTEfi I 6 I6' X 6' X 6' NOMINAL ' X 6' X 6' NOMINAL I I I I L J L J� o o �•�CC�Ifll.c r•AT AI AAI 1 b_ YL� L w I r rLW17 scvFJ• . 5-0• VARIES - SEE LAYOUT PLAN HEAVY DUTY PAVEMENT BASELINE - �-- 3 /8" FT. -T.S. 8• X 8• ABM- n?. VARIES - SEE LAYOUT PLAN HEAVY DUTY PAVEMENT —POINT OF APPLICATION OF GRADE 3/8" FT. -- ENTRANCE DRIVE - SECTION - A LEGEND HEAVY DUTY PAVEMENT AO 1 1/2" BITUMINOUS CONCRETE CLASS 2 © BITUMINOUS CONCRETE CURB SURFACE COURSE AND 2 1/2" BITUMINOUS CONCRETE CLASS 1 O 4" TOPSOIL AND SEED BINDER COURSE O STEEL POST/ STEEL BACKED WOOD RAIL © 6" PROCESSED TRAPROCK BASE MEET GRADATION M05.01-1 O PRECAST CONCRETE CURB © IN CUT AREAS A 12" MIN. BANK RUN GRAVEL SUBBASE (MEET GRADATION M2.06 GRADING B) 0 5" CONCRETE SIDEWALK TO BE PLACED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IF SO DETERMINED © 2 1/2" BITUMINOUS CONCRETE CLASS 1 BY THE ENGINEER. BINDER COURSE O RETAINING WALL - SEE DETAIL PARKING LOT PAVEMENT Op 1 " BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE AND 2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE �E 6" PROCESSED TRAPROCK BASE MEET GRADATION M05.01-1 IN CUT AREAS A 10" MIN. BANK RUN GRAVEL SUBBASE (MEET GRADATION M2.06 GRADING B) TO BE PLACED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IF SO DETERMINED BY THE ENGINEER. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED IF ROCK IS ENCOUNTERED AN ADDITIONAL 12" GRAVEL SUBBASE SHALL BE PLACED IF GROUND WATER IS ENCOUNTERED SLOTTED 6" PVC PLACED IN CRUSHED STONE SHALL BE INSTALLED FOLLOWING THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEER. �I PARKING LOT TYPICAL SECTION CONCRETE u�aTs tLtVA I lUN ELEVATION NOTE: DIMENSIONS AND DETAILS ARE SUBJECT TO MANUFACTURES TOLERANCES. T'ARt I 8' WAX b 5' 1 IY2" FT. EXISTING GRADE 2:1 MAX. SLOPE CUT OR FILL SLOPES RFTAININ,(', WAI I NnTF� .. , . .. ..._. 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 C1.,V,....TED. 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-698) 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 WRII IEN SPECII'ICAIIONS. 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. COLOR: DARK BROWN 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. CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE - TOP OF WALL ELEVATION APPLIES ` SEE GRADING PLAN VERSA-LOK MODULAR CONCRETE FACING UNITS FIN. GRADE AT BASE OF WALL APPLIES SEE GRADING ROUND 12 CHAIN LIW FENCE 12" 2 Ef EIOP S FILL . hi •i. ' DRAINAGE AGGREGATE 12" THICK MIN. •S• �' S • • '� /\Z/l%% �/\ f ti %/\\/� EOSYNTHETIC REINFORCEMENT RETAINED BACK FILL APPROX. EXUAVAIUN LIIVt �— REINFORCED BACK FILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY OUTLET © END OF WALL UK U 'tU I r_IV I r_M3 IVIMA. ROUND 21 SLOPE TO DRAIN (1 /8"/FT.) W/FILTER FABRIC IMPERVIOUS FILL GRANULAR LEVELING PAD 6" THICK MIN. BOTTOM OF WALL ELEVATION SET BY WALL MANUFACTURERS DESIG\IER ENGINEER. \,-- OUTLET BELOW WALL AS NECESSARY EXISTING ROADWAY LOWES DRIVE WIDENING SECTION TYPICAL SECTION - MODULAR CONCRETE RETAINING WALL NOT TO SCALE LEGEND 2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE © 2" BITUMINOUS CONCRETE CLASS 1 BINDER COUR`.3E © 6" PROCESSED TRAPROCK BASE 6" BANK RUN GRAVEL SUBBASE (12" IN WET OR ROCK) 4" TOPSOIL & TURF ESTABLISHMENT SUBGRADE © BITUMINOUS CONCRETE LIP CURBING (BCLC) 0 BITUMINOUS CURB RESET EXISTING GRANITE STONE CURBING STA. 47+0f TO 51+36 NEW GRANITE STONE CURBING STA. 51+36 TO 52+23 JO EXTEND EXISTING CROSS SLOPE, 3/8" /FT. OR AS NOTED ON CROSS SECTIONS O VARIES — SEE CROSS SECTIONS © CUT BITUMINOUS PAVEMENT (PROVIDE CLEAN STRAIGHT JOINT AND TACK COAT) 0 3" BITUMINOUS CONCRETE CLASS 1 SURFACE COURSE NO 6" BITUMINOUS CONCRETE CLASS 4 BINDER COURSE (4" IN SO. WINDSOR) pO 12" SUBBASE (20" IN ROCK CUT) © MODULAR BLOCK RETAINING WALL —SEE DETAIL ® 3/8"/FT. OR AS NOTED ON CROSS SECTIONS PROD. MANAGER: SEAL SEAL SCALE: f' FUSS & O'NEILL INC. Consulting Engineers OVERT.: ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN RUN TYPICAL SECTIONS SOUTH WINDSOR CONNECTI(,'UT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: 21/05 REVISED LEGEND 0 DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 1996-481A48 DATE: 04/29/05 C1.5.3 r r C6 U C1 O a. O L U Q U N C6 CL 00 CA O N LO O O N co N W Q U Z R PROJ. MANAGER: SEAL L �+*`!1� CON �y y 1`Y A40 '` "mow MQ:... .�" G'1' P� SCALE: LLC Landsca e Architecture p 223 Bahze Corner Road Canton, CT 06019 MIS TOWN LINE ASSOCIATES EVERGREEN RUN Planting Plan SOUTH WINDSOR CONNECTICU'I' CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE�";�� VERT.: DATUM; HORZ.: 119 FNo.'DATE ZI ay P 9- K 1 wx valid s VERT.:Insite9 p� $ ► o lw a-t t ti � AFY 40 20 0 40 GRAPHIC SCALE D SCRIPTION REVISIONS PROJ. No.: 96-481A48 DATE:. L-1 0 r M U Q N 2) i N L c� G U 0 to 0 r 0 C� U _N t6 r) Q. 0) 7 O 7t cM LO 0 O CV O N ti CV UJ LL Q Q J L73 N O C7 (S7 00 C Q r co dt co m ro Q. l C m U PROJ. MANAGER: SEAL SEAL SCALE: ra 'N FUSS & OEILL INC. Consulting Engineers O ' 146 HARTFORD ROAD, h9ANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com M/S TOWN LINE ASSOCIATES EVERGREEN RUN INTERMITTENT STREAM BANK STABLIZATION PLAN SOUTH WINDSOR CONNECTICUT' CHIEF DESIGNER: HORZ.: 1" = 20' REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1. 06/14/05 STREAM MIT +GATION 20 10 0 20 GRAPHIC SCALE No. DATE DESCRIPTION BY REVISIONS PROJ. No.: 96-481A48 DATE: 06/14/05 r r U Q 21 a) 0 c'o 00 00 0 x N O U 3 0 ^f I - m 0 W �I n EXISTING GRADE (TYP.) MAINTAIN EXISTING STREAM WIDTH jOvOOo� )Oo( )c)O OOP O OOOO GABION PVC COAT FILLED WITH '2WK_ PERMEABLE GEOTEXTILE FABRIC Cl)0 O O OO _ 9 (TMP ) OO OOO O O O GABIONS BATTERED TO MATCH OO EXISTING BOTTOM O OOa EXISTING SIDE SLOPES TO OOO OO OF STREAM O O O PREVENT FURTHER HEAD k OO O O o O O OOO CUTTING. SET BOTTOM BOTTOM 1' BELOW M OF SWALE ��- { �— INS ALL 6" MINUS STONE IN BOTTOM OF STREAM INSTALL 6" MINUS STONE IN BOTTOM OF STREAM IN E VICINITY OF THE FALLEN BRIDGE NORTH IN THE VICINITY OF THE FALLEN BRIDGE NORTH '� � • TO E WOODCOCK PROPERTY. TO THE WOODCOCK PROPERTY. / 7rf p m STABILIZE SIDE SLOPES OF STREAM S ,Y R y�� rr. BANKS WITH GABIONS FROM FALLEN BRIDGE TYPICAL GABION STREAM BANK STA B IL I ZAT I O N 4 rF �l TO THE WOODCOCK PROPERTY. a s'r # Y jpg py �: n..-^>�rawR'., rIIWtlMVrr-Oty rm' .. u-.. - _.-.-.. a:..n...-..... j .,, ....-r-,rsw�:ra....n,p r�a..:...eR ...,.. ,n; r...-....e«...4.-,ry...,,.r< .+ t -rvn .e..r.rwnr...,.-...[w.s¢s+-. ...es.+ nur ..,»w,r-..[A•-n+r�.vs... ,. F .. •..-..nr.+.•....,r� w--a`r+F^•e' .....r ,H •..,.•++. APPROXIMATE LO TION OF FALLEN BRIDGE aw.T,� �� „ o. '"n.'Q•a+.. .,,h f •.s'� � y�+ gyp'' - r ;fa \ FENCE POST i f "j 'T•3[g `w .w ter. . .� - 172. IRON R� 7 t � 11,26p S a{� LOT ACREAGE F.F. 1,2.1 J O wL-34 �, - / 5.759 ACRES , ] STR '' 44 „,4 STIR 45 o , _ —33 TW = 177.1;3' TW=:<176.44' �� / L-2 L-35 } hJV = 174.46 J V =' 73.50', %i j 11 WL-30 ow W 3 — NOTE: i L 2 _ — X e W�,�29 _ _ __ _._ ft-t art NONE OF THIS PROPERTY LIES WITHIN THE 100 YEAR FLOOD PLAIN. OD ' —WLi - MZS TOWN LINE ASSOCIATES N�-72 CARE OF LAURENCE RUBINOW —,J WL-5 7 S E W�-25 / i r.l L T�Or�/ �1 �o i �� \ rr �' 555 MAIN STEET ,. J ` `` "�` o MANCHESTER, CT. 06040 WL 24 ' ` =— 643-'6100 ` WL-6 c SCALE: HORZ.: 1" == 40' M/S TOWN LINE ASSOCIATES VERT.: DATUM: O FUSS & O'NEILL INC. Consulting Engineers EVERGREEN RUN HORZ.: ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 VERT.: 860.646.2469 INTERMITTENT STREAM BANK STABILIZATION PLAN 40 20 0 40 GRAPHIC SCALE www.FandO.com SOUTH WINDSOR CONNECTICUT m F- z Q 73 CD 0 L6 u c� > I o 5 O N 00 O O Z g 00 �t- co rn a_ c� U EXISTING GRA^� (TyI TYPICAL COCONUT LOG/MAT BANK STABIL NOTE: COIR LOG AND COCONUT MATTING IS TO BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS EXISTING GRADE PERMEABLE GEOTEXTILE T MATTING LAID OVER SIDE SLOPE (COCONUT LOG) _ONG STREAM SIDE SLOPE To 2' ABOVE BOTTOM OF STREAM TYPICAL GAB I O N STREAM BANK STABILIZATION, DATED GABION WITH ROCK 12' IATTERED TO MATCH ;IDE SLOPES 1' BELOW SWALE PIPE SIZE A B C D E I F G H WT RIP -RAP IN TONS 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3 1 2' 2' 2' 9 1 2' 1 3 1 2' 7' 33 A EXISTING GRADE P LAN E F I-- G -I H NOTE: THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ; .•: ACCORDANCE WITH DOT OR ` NRCS METHOD . °•:, 'i ;, ENDWALL OR FLARED END -6" BANK RUN GRAVEL SECTION A -A A 1. OUTLETS AT CULVERT ENDS #'S 37, 93, 90, 103 lO HAVE STANDARD RIPRAP. 2. FILTER FABRIC SHALL BE NON -WOVEN CLASS 2, WITF PERMITTIVITY OF 0.5 TO 0.1 SEC AND AOS OF 0.43 mm TO 0.22mm AID SHALL MEET AASHTO M288-96. EXISTING GRADE OR OTHER SUR=ACE MATERIAL FILTER FABRIC (SEE NOTE) 18" INTERMEDIATE RIPRAP MINIMUM. SEE NOTE 1. ENERGY DISSIPATER PROJ. MANAGER: SEAL SEAL SCALE: M/S TOWN LINE ASSOCIATES CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: EVERGREEN RV DATUM: '1V HORZ.: FUSS & ONEILL INC. Consulting Engineers _ VERT.: ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 INTERMITTENT STREAM BANK STABILIZATi� - DETAIL 1. 09/08/04 ADDED SHEET TO SET 860.646.2469 No. DATE DESCRIPTION BY__ REVISIONS a GRAPHIC SCALE www.FandO.com SOUTH WINDSOR CONNECTICUT PROJ. No.: 96-481A48 DATE: 06/14/05 CM.5.1 I Z) I