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Home My WebLink About03-92P_HELMAR WOLF & ARTURO GUERRA_ELLINGTON ROADMAP BLOCK LOT N/F PROPERTY OWNERS WITHIN 500' 34 36 240 ROUND, CARLTON & MARY JO V. SURV 16 JUDY LANE 34 38 233 LACAPRUCIA, KATHY 6 SHARON DRIVE 34 39 232 BILAS, MICHAEL & VIRGINIA M. 241 HILTON DRIVE 34 40 231 KRAMER, LANCE D. 251 HILTON DRIVE 34 41 206 BOLDEN, JANESE F. 260 HILTON DRIVE 34 42 205 SHAFFER, ROBERT G. 252 HILTON DRIVE 34 43 204 DOWLING, JAMES & EMILY E. SURV 240 HILTON DRIVE 34 44 203 ASSELIN, NOEL L. & IRMA R. SURV 232 HILTON DRIVE 35 1 - BONITO, ANTHONY J. 246 HILTON DRIVE 35 2 - BOROWSKI, DAVID E. & ALLISON 914 ELLINGTON ROAD 35 3 - RAINVILLE, CHRISTOPHER H. 926 ELLINGTON ROAD 35 4 - LAKEWOOD 35 7 - UNITY CHURCH OF HARTFORD 730 FARMINGTON AVENUE WEST HARTFORD, CT 06119-1344 35 8 - CLARK, ERIC R. & RACHELLE 909 ELLINGTON ROAD 35 9 - GALAISE, ROBERT B. & DEAN, JUDITH A. 899 ELLINGTON ROAD 35 68 - RSK KELLCO, INC. 1744 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 47 26 252 BECKWITH, BRIAN E. & KRISTINA S. 21 EDGEWOOD DRIVE 47 27 223 PENDLETON, ROBIN R. & ELIZABETH E. 319 HILTON DRIVE 47 28 224 MCLAUGHLIN, DAVID B. 311 HILTON DRIVE 47 29 225 BURKE, JAMES F. & BEVERLY F. SURV 303 HILTON DRIVE 47 30 226 MEDINA, CARLOS & FRANCES P. 295 HILTON DRIVE 47 31 227 KILDUFF, DAVID JR. & CYNTHIA 287 HILTON DRIVE 47 32 228 KEATING, TIMOTHY M. & GRACE L. 281 HILTON DRIVE 47 33 229 BUTTIMER, GERALD F. & DIANE E. / 271 HILTON DRIVE 47 34 209 SEVIGNY, DANIEL J. & DORA 0. SURV 284 HILTON DRIVE 47 35 208 PALMER, FLORENCE C. 588 OLEASTER AVE. WELLINGTON, FL 33414 47 36 (A 207 MATOS, AFONSO & MARIE I. & VICTOR 268 HILTON DRIVE 47 37 230 WIGGINS, JON A. & VIRGINIA C. 261 HILTON DRIVE 47 38 241 DIMAURO, SALVATORE & MICHELLE 26 JUDY LANE 47 39 242 DONAHUE, JASON R. & ANN E. 32 JUDY LANE 47 40 243 SIEGMUND, PEGGY A. 40 JUDY LANE 47 43 246 GOLDFARB, LEWIS W. & WESLIE K. SURV 22 MARILYN ROAD 47 44 247 OBSINSKI, BARBARA J. 30 MARILYN ROAD 47 45 248 JONES, JEFFREY J. & JENNIFER 38 MARILYN ROAD 47 46 249 ROSS, MARC H. & NANCY B. 44 MARILYN ROAD 47 47 250 PERRY, JAMES E. 54 MARILYN ROAD 48 26 - NEARY, LOUISE C. 1015 ELLINGTON ROAD 48 27 - GRFNIER, GEORGE J III & RAE LEE 1005 ELLINGTON ROAD 48 28 - JORGENSEN, HOWARD E. 999 ELLINGTON ROAD 48 29 - THE MILL, INC. 989 ELLINGTON ROAD 48 30 - KUEHN, EDWARD R. JR. 1020 ELLINGTON ROAD 48 31 - BAHLER, DORIS A. ET AL 1030 ELLINGTON ROAD 48 53 3 WILLADSEN, MICHAEL L. & BETH A. SURV 5n RELDON Rngn 48 54 4 SCHOONMAKER, THOMAS W. & BARBRA G. 40 BELDON ROAD 48 55 - WOLF, HELMAR & GUERRA, ARTURO 989 ELLINGTON ROAD 48 56 - MOULTON, DAVID G. 11 BELDON ROAD 48 57 - STAIGER, ROBERT C. & ANNE M. SURV 31 BELDON ROAD 48 58 - GODI, ROBERT & HARRY 41 BELDON ROAD 48 59 - EDLUND, FREDERICK G. 386 HILTON DRIVE 48 60 218 DOWNS, MICHAEL J. & NANCY M. 366 HILTON DRIVE 48 61 217 PETERS, CLIFFORD J. 354 HILTON DRIVE 48 62 216 NOCHISAKI, CHRISTOPHER C. & LYNN E. 344 HILTON DRIVE 48 63 215 CREEM, IRIS E. 336 HILTON DRIVE 48 64 214 AHERN, SYLVIA M. 328 HILTON DRIVE 48 65 213 KOSTEK, GARY E. & CLAUDETTE L. SURV 320 HILTON DRIVE 48 66 212 WILLIAMS, RALPH B. 312 HILTON DRIVE 48 67 211 GAWLIK, ROBERT J. & CYNTHIA 304 HILTON DRIVE 48 68 210 HALEY, HARRY R. 294 HILTON DRIVE 48 69 222 BARTNA, PAUL M. P.U. BOX 450 48 70 221 MILLS, DONALD F. & IRENE P. SURV 335 HILTON DRIVE 48 71 220 ENDRELUNAS, DANIEL E. 343 HILTON DRIVE 48 72 219 COX, STEPHEN & HELENA A. 363 HILTON DRIVE 48 73 253 CAPANO, PASQUALE J. & AURORA SURV 10 EDGEWOOD DRIVE 48 107 - WOLF, HELMAR & GUERRA, ARTURO 989 ELLINGTON ROAD prepared for HELAfAR WOLF& ARTURe? GUERRA di EI RI' (�.�1�) E::�OOUTIR WRNDSOR 1 IC l� I RR A-2o 1)A,015 48-72-219 500' RADIUS 48-53 48-73-253 48-31 48-59 8-60-21 48-.54 EDGEWOOD DRIVE 48- 61- 217 47-26-252 48-71-220 48-58 48-57 <100 48-30 48-62-216 48— 70— 221 A*12() `00 48-56 � 48-63-215 DRAINAGE 47-47-250 48-69-222 EASEMENT 48-64-214 DRAINAGE 47-46-249 EASEMENT 47-27-223 48-107 48-65-213 47-45-248 CONSERVA 10 EASEMENT 47-28-224 48-66-212 47-44-247 47-29-225 a� 48-67-211 a ..' 47-43-246 47-30-226 DRAINAGE EASEMENT 48-68- .48-55-. 47-31-227 47-34-209 47-40-243 47-39-242 47-38-241 34-36-240 48-26 48-27 48-28 48-29 RR MILL POND �^ t% 48-29 S ... '.'.'... <<i 47-32-228 SE�` N o0 o 47-33-229 47-36-207 545 f 90 47-37-230 34-40-231 FINAL PLANIS TOWN OF SZOUTH .hfli�!DSOR AUTHORIZED SIGNATURE A z/� _ zQ-7zz /1 .JT .JV- LJJ DAT`: ( dZ �0 ZONE BOUNDARY LINE RURAL RESIDENTIAL ZONE RESIDENTIAL ZONE DESIGNED RESIDENCE ZONE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY ND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ..��- 12882 -39-23 NOTES: 34-41-206 35-3 35-1 34-42-205 20' SEWER EASEMENT 35-2 34-43- 204 34— 44— 2 03 A&120 500' RADIUS 35-68 14 "t T A 4R, M K I T�� Nl!-[ AJI! SCALE ►lam'" �► ; 1"=200' THESE PRAWINC75 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 516NATURE AND IMPRESSION SEAL OF THE PROFESSIONAL EN61NE-ER OR SURVEYOR. Zoning Data Block ZONE: RESIDENCE (A-20) ITEM REQUIRED/ALLOWED PROVIDED Total Parcel Area — 9.8 ac. Lot Area 20,000 sq. ft. min. 427,197 sq. ft. Lot Width 100 ft. min. 497 ft. Lot Depth 150 ft. min. 641 ft. Lot Coverage 15% max. 1.02% Impervious Coverage 15% max. 7.48% Building Height N/A N/A Front Yard 40 ft. 40 ft. Side Yard 40 ft. 40 ft. Rear Yard 10 ft. 10 ft. Parking Spaces 75 35-4 DA45 OWNER/APPLICANT HELMAR WOLF & ARTURO GUERRA :35-7 989 ELLINGTON ROAD -A. R SOUTH WINDSOR, CONNECTICUT 06074 35-8 TEL (860) 289-7929 35-9 ne 1p o.,Ab y <00 Tel. 860 •291 • 8755 Fax 860.291.8757 .0es , rofAftaionals- inn_ MMMIRWE civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 I 2 3 L, SHEETINDEX nEY MAP "' LVIVIIIVI V DATA L)LVnin SITE PLAN SOIL EROSION & SEDIMENT CONTROL PLANS DETAILS DATE: AUGU5T I, 2005 [' RICHARD P. MARTEL LIC. No. SHEET 1 ► / 1 II / J le 2. 5' ' ' 10 5' , �\ GENERAL NOTES: \ 1 I N i FENCE A71 P OP. LINE - N� , � I ROBERT & HARRY G l �'•••- -"� 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR + i t ;\ X N 6552J8" W -.�. STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. i 3. THE ENTRANCE DRIVE TO THE PROPOSED PARKING LOT SHALL HAVE A 1 1/2" LIP AT ROUTE 30. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. SYlT/V/A M. A{/ERN I / ` 25' _Y: _ r _ - - - 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE OWN OF SOUTH WINDSOR ' ' AND/OR AGENT AND THE DESIGN ENGINEER. // i t ± ; \71�A 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. / 1 %'� �,N o7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. / 1 �i !i / ,l --___ N/F8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE / / Q PUNK RAVE to HELMAR WOLF & ARTURO GUERRACONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF / i ` :/ OCONNECTiCUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL N/F _..�LE)a$�n AMq.E oAPPROX. PROPOSED CONSTRUCTION, FORM 814". OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION EA6-11 Y DF P ePERTYt 1 LOCATION OF PEDESTfGARY E,, & CLAUDETTE.L. / , l / - . tiACTUATED SIGNAL DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO K)OSTEK ' ' �EASE IV IN FA VCR OF THE/ JV �6 • W FLASHER CAB/NET THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION - / y EA c srRUcno COMPANY / I qs, AND PUSH BUTTON STANDARD ROADWAY DETAILS. / ' , / �� ` \ \ I ( / _ / �! WITHIN R.O.W. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. / �' � . � %/ ` \ / / \ / / "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT \ , \ / / IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION / , / / I / / N ` \ it \ I ( APPR S Loc. Tt'1 SURFACE WATERS 1'1R (:R(ll IMrIWeTFRC AAf1RFf1\/FR CLEAN TYPICALLY Y EXCLUDES, IfTFC . / /'\ 1 \ \ / / OF EXIST. SIGN BUTISNOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS 1 (PED.X-/NG) OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING I 1 / W \ �\ \ \ \\ \ \I / \ I \ `��c• ti \ MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING \ \ ♦ \ \ + \ st�� \ \ FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND \ \ �� \ `\ 1 : / ♦ \ ` O BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED � � ^0 N � \ \ • --.._ , , _ \ tiro / I FROM SITE, NOT BURIED. ' 1 I 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. 1 / THE CONTRACTOR IS TO HAVE EXISTING UTILISES FIELD VERIFIED PRIOR TO CONSTRUCTION. ' BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. I' / X 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED 1 1 /l JV,J ^-i-----•r• J•• �` i \ I TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON 1 it I` / / / ` �� \ �' t ` 4 l 4.09' 4 ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. + 1 / l / \ l 1/ / i 1 X 45.4 • ��'S�. ` I \ 4. 4If N//F I / , + r \ / ' ( 1 PROPERTY LINE TED S\� \� ` _ 4 \ t l \ 1 13. THE SIGHT LINE DISTANCES DEPICTED ON THE SITE PLAN WERE FIELD VERIFIED RALPH B. i�JLLlAS r + \' ;' \ l l \ ,- ALONG CENTER OF POD R �� / I , + ,) r � _ .......1------ . ----r----- ..., ' \\ \ I I N 11;38 13 i 11` i 1 I 1/.... i \---_ 7TARY �� ,� // I _ �� 1 16.74 1 1 t ON 3/3/97 BY DESIGN PROFESSIONALS, INC. 1 I + I „� \ , 14. WETLANDS LIMITS DEPICTED HEREON WERE FIELD LOCATED AND DELINEATED / I I , I y :� , Igm ors ug''m or \ \` v �� / _ _ -- - _ MO . 1 42 BY JOHN IANNI, HIGHLAND SOILS, LLC. / 1 i I I f / / 1 ' ' �GR \ • , 15. ALL FIELD MEASUREMENTS WITH RESPECT TO BOUNDARY DETERMINATION ' I i t I ; / '--_ ' - CONFORM TO "A-2" STANDARDS OF ACCURACY. '~ -•• "" ' ` . ............ 16. PARCEL N/F UNDER THE CONTROL OF HELMAR WOLF AND ARTURO GUERRA. '�•..,,` _ --- • • • ' /•QQI n O- r�•t7'a( L(/C/Zd,�dL REGULATED ] �• 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. OOD74 INLAND • `-- ••• •""'•--••••, 17. PARCEL ZONE IS A-20 AND FP. 1 + i + r 1x WETLANDS --- 1 1 / 1 1 / AREA CODE 8a0 / 6442511 18. STORM DRAINAGE PIPES WITHIN PROPOSED PARKING LOT SHALL BE 1 + `�`I� �� "^` - - - - - _ _ �' r 12 ADS N-12. I / l �I l it 1 - - - ►.... \ /_ 'sNEr / 1 CERTIFIED MAIL ` ~ ` 19. SIGN AT ENTRANCE OF PROPOSED PARKING LOT SHALL READ: t ' r �P / I ' 1 1 �. _ ��. `` �••�. ' ` , "AUXILIARY PARKING ONLY". 1 r / / l �1 I I I March 22, 2004 ,' \ ` ♦ \ VA Rp=T. BIT.20. FINAL LIGHTING FIXTURE LOCATIONS TO BE DETERMINED, Mr Arturo rnrra Zt:D , / ,-r�_. T w A RON \ 1 BY QUALIFIED LIGHTING CONSULTANT. / �• - / t . �\ Ex. s H M /\/� / , , ' Atr. Helmar Wolf / ,-- ' r / \ ' i ' I / 1 1 T.F. - 1.72 / 989 Ellington Road ( / ' " tt` ` EX. S.M.H. 21. TOPOGRAPHY IN THE AREA OF THE PROPOSED DEVELOPMENT WAS ROBERT ✓. �'CM7HfA GA 1, / �? !• I 1 southwindsor,C'1'o6074 r i / o !' O ` ,' "'j TF. 56.85 FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. 1 / / / I I , 1 / Re: App] #03-92P, Podunk Farms Parking Lot 22. AREA OF PARCEL: 427,190t S.F. OR 9.80t ACRES. Dear Mr. Guerra and Mr. Wolf: J 1 I II XI5 nN / EX. B. 1 / Ln i I I EX. GRAVEL E SE ` 23. ALL MONUMENTS FOUND OR SET ARE DEPICTED HEREON. / / / �� DRIVE HOU RAZED / �� PR POSED SI N 1 ♦ T.F.- 6.42 We are pleased to advise you that the Planning & Zoning Commission voted an March 9, 20U4 1 f 24. THREE OF THE EXISTING TREES LOCATED WITHIN THE PROPOSED ENTRANCE i / / \ to approve with modifications the above referenced application for a Modification for Site Plan 1 80' LIMIT OF INLAND / / 1 ` \ / / ® DRIVE SHALL BE REMOVED. HOWEVER, THE REMAINING EXISTING TREES IN - \ of Development. WETLANDS UPLAND SEE NOTE 24 \ \ 1� 1 ® # , THE AREA WILL NOT NEED TO BE REMOVED TO OBTAIN SIGHT DISTANCES / / >i 47.1 1 REVIEW AREA + I MULCH BED ,1t DEPICTED ON THE PLAN. / j ' / / \ This approval is for reapproval for a parking lot with 75 spaces to service the Mill on the River t \ \ \ + 1 / �MTYrP on property located 989 Ellington Road, A-20 zone as shown on plans prepared by Design 1 I t ` JS 25. ALL HANDICAP PARKING FOR THE MILL ON THE RIVER RESTAURANT Professionals, inc., Job No. 88-319, dated October 10, 2003 as revised. This approval is subject t J \ \I 1` \ 59.4 1 1/2- UP i to the following modifications: \ ' 1 \ /\ BIT.`IURB ` ' WILL BE LOCATED WITHIN THE EXISTING PARKING LOTS ON THE / N \ ' \ \ PROPOSED EAST SIDE OF ROUTE 30. t / N/F, N ; 1. Prior to commencement of any site work, a meeting must be held with Town Stall 1 , ' 1\ \\ \ \ ` Cn ,' \ f STOP BAR 26. EXISTING CROSSWALK ON RTE. 30 MUST BE ERADICATED UPON N 2. No building 1 ' \ 1 ` 60.0 1 H RRY R. �lALEY 00 / g permit will be issued until the final mylars have been Sled in the Town Clerk's 1}� i \` \ ; N /' \ ♦ ` \ rtjAMP) \ NET. Co COMPLETION OF THE NEW PARKING LOT. PAINT TO BE REMOVED '' office. PAIR BY SANDING; NOT PAINTED OVER. I + / 1` , \\ `; ` S¶NG BA ED , ' ` PCB s t ... PROPOSED o. 2348 27. THE EXISTING PEDESTRIAN CROSSING SYMBOL SIGNS ON RTE. 30 1 \ / Z _ / 3. This application issubject tothe conditions ofapprovaloftheInland WeUands \ �� ` EXI E RAZ - ^��, d \ STOP SIGN I 1 / Agency/Conservation Commission, including a bond in the amount of $5,000.00. \ B -p` 0 NEED TO BE RELOCATED TO THE NEW CROSSWALK.' SIGNS TO BE SIGNALIZED \ \ / ♦ 9 0 0' ♦ TD 0 _ B k WITH PEDESTRIAN ACTUATED FLASHERS (SEE DETAIL ON SHEET #4). / 4. An asbuilt plan is required prior to issuance ci Certificate of Occupancy per Section 8.1.10 ` �j� , ' 1 \ \ ` W SEE DETAIL THE EXISTING ADVANCE PEDESTRIAN CROSSING SIGNS, 465f' NORTH \ \ oftheZoning Regulations. �o � \ 7; \ ` GR �t0``�'B„ AND 381t' SOUTH OF THE PROPOSED CROSSWALK LOCATION MEET THE 1 x�4.91 / cON \ OVED H CONNECTICUT D.O.T STANDARD (375' MIN.) AND DO NOT NEED TO BE RELOCATED. \ \ - ;' r 5. A landscape bond in the amount of$ 2,000 is required and must be submitted prior to filing \ t ` t \ ULCW ` + _ ofmylars. b'-AEXIS-MNG F NCE DISTANCES FIELD VERIFIED BY DESIGN PROFESSIONALS, INC. DRAINAGE EASEMENT lN\FAVOR dlF 7HE -- - - - - - - _ _ _ _ _ _ r� `% lrurz. 0%Soufl7 ZllincLsc, r T( BEIREMO D l o ► / SOUTH WINDSOR CONS7RU TION CO NY / osuuwnr<,mr"ur •sou*rrvnnu ;on / 1 HI DE 6. Al] plans used in the field by the developer must bear the st :rod authorize signature of V noon cent orc,a.:: i 1 `SEE ` the Town of South Windsor. ' 1 1 P 1 ♦ J \ " ' DETAIL ` ` I '' • . / \ 7. 11 pavement lighting, including push button and automated device detection (motion sensor) 5 1 1 required to be installed by the applicant with the cost of the devices, installation and December 30, 2003 , 1 1 x \ \ ♦ \1 Tt\' l muintenancc to be the responsibility of the owners of the Mill on the River. Certified 470020510000081151614 i \ 1 t\ 2.8 `\ ` I AulI 1 a� _ N F \ \` / / M. S. Appropriate signs to alert pedestrians to the crosswalk operation shall be installed, location to S Design Professionals, Inc. FL D S \ % i b approved by Town Staff. e Attn: Ms. Karen Isherwood , \ it \♦ DAN/EL J. & DO O SE,40N_ • i / e t 165 South Satellite Roar] 0 100 YR. FLOOD LINE - STRUCTURE NUMBER TOP OF FRAME ELEVATION INVERT ELEVATIONS STRUCTURE TYPE PCB 1 54.50 51.00 TYPE 'C' CATCH BASIN PCB 2 52.00 48.75 TYPE 'C' CATCH BASIN SED CHMBR 52.00 12" IN (N&E): 48.10 12" IN(S)/OUT: 45.35 SEDIMENTATION CHAMBER PCB 4 54.50 51.00 TYPE 'C' CATCH BASIN PCB 5 54.50 51.50 TYPE 'C' CATCH BASIN FES#1 44.50 44.50 15" CONCRETE FLARED END US Structure STORM Pipe Information DS Structure PCB 1 66 LF 12" ADS N-12 ® 0.034 FPF PCB 2 PCB 2 112 LF 12" ADS N-12 0 0.030 FPF SED CHMBR SED CHMBR 28 LF 12" ADS N-12 ® 0.03 FPF FES#1 PCB 4 1 66 LF 12" ADS N-12 ® 0.043 FPF SED CHMBR PCB 5 1135 LF 12" ADS N-12 ® 0.025 FPF1 SED CHMBR 2 t ! 9. Appropriate signs for vehicles shall be placed on the roadway to alert drivers of the law to 1 for South Windsor, cr 06074 J \\ \ '/ ` �\ i' \\ 1 \ \ (IN y\ '� BAO \ j(jq- _ \ \ j• % stop pedestrians in upcoming crosswalk, locations to be approved by Town Staff. ' I RE: Appl. #03-92P - Mill on the River, 989 Ellington Road, A-20, ^• - Residential Zone { 1 ♦ \♦ ♦ 10. Waiver to Section 13.2f for the parking lot that requires crossing a roadway. 1 I Dear Ms. Isherwood: \ ♦ \ ` I / 1 1 l . Lighting plan of existing parking lot to be submitted and approval by Town Staff. 1 / 1 At the December 17, 7003 regular meeting, the Inland Wetlands Agenry/Canrxrvation Cnmmission approved with conditions application 103-92P - 1-1111 In the Rlwr 989 / •P \ + � 1 \ 1 PB ` ♦ 7 Black and white transparent mylars of Sheet #2 with the above modifications, together with three I Ellington Road - Inland Wetland/Conservation Commission application to create an I + I ♦ \ N, blueprint copies of the entire set of plans mast be submitted to this Commission within 30 days / \ be auxiliary parking lot across the street from the restaurant. A-20, Revdenhal zone. This / approval is subject to the follmwing conditions: I l 1 I '� ..••t "\ `• \ `• ''•,, to stamped and signed. The letters of approval of this Commission as well as the / Inland/Wetland AgeConservation Commission be the myl- Agency nservaommon muse reproon ars. 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, / I CH CH NTA 0 MBE 1 1 52.0 J� I \ t\ \ ` ••• � �. After them tars have been 1 y n 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 ' must be submitted to this Commission. This must be completed within GS days I i h Psubmitted\ of approval prior to any construction activity on the site. tans to \ Planning & Zoning Commission shall be considered having met this requirement. \ ♦ I I I 1 Lute M \ \ 56. 54 t ---A 1 + t \ ` N 7 \ 9h_�' j'•,, ' \ 2. The application shall indemnify and hold harmless the Town of Souto Windsor t I SED. �rMBER 1 PGB#4 \ a ainst an liability, w•inch m. in result from the proposed operation or use. 1 \ \ \ •'':� \ Sincerely, , 9 Y9 P P Pe ♦ I f - \ t LAMP I \ \ ♦ ••;\ \ \ 3. The permit is valid for two years and shall expire on December 11, 2OUS. It is ♦ FES 1 \ \ FLARD END \ the landowner(s)/applicant(s) responsibility to track expiration dates and notify fy JSG\ I / 1 1 �.�% INV:44.50 1 f \\ /J �k \ f the Commission of a renewal request at least 65 days prior to expiration, f N / N F \ \ ! \ \ %TMothy H. Wcntze Chairman / :.1 g x 18 \ 17 \ \ \ 4. NI approvals required must be obtained and submitted prior to any activity on / PLUNGE POOL 1 14 1 �\ ♦ \ FLOR NC C I • �r Planning andZomngCommission t (1YP•) ^" R 74/7, 2-14, ' RMC 2-74/3 ERECT SIGNS BACK TO BACK DETAIL "A " NO SCALE '" "MC 8/3 SERVICE APPROX.. PROPOSED LOCAT/ON OF PEDESTR/AN ACTUATED SIGNAL W/FLASHER CABINET AND PUSH BUTTON WITHIN R. 0. W. 2" RMC 14/7, 4-14/3 LEGEND --MF- EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE ' 0-- EXISTING SANITARY MANHOLE AND PIPE so.o PROPOSED SPOT GRADE EXISTING CONTOUR -� PROPOSED CONTOUR LIMIT OF WETLANDS LIMIT OF 80' REGULATED AREA ALL MATERIALS ARE TO MEET CONN. D.D.T. SPECIFICATIONS FORM 814A AS AMENDED NOTE; NEW SIDEWALK O BE INSTALLED WITH EPDXY OR PREFORMED PLAS T/L v MATERIAL. SIDEWALK TO BE 3`r HAND/CAP ACCESSIBLE AT ELLINGTON RD. WITH NO CURB AND MAX. 1. 12 GRADING. BAR TYPE of R.D.W. CROSSWALK 124 "--24 X10 J q �' 1 TATE MAINTAINED `VARIES 1 1 SNET. Co. i No. 2347 s t1 `A T. CURB / E PALME / \ the site. / t 2 \ \ WI I I / / 45.0 THW/kak 5. A contact person shall be identified on the plans. , \ \ \ •'� EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE. / , � 6. V/e recommend a bond in the amount of $f0,000 be submitteC to 'h•.� I L: �.I�,r � � 5 1 � ::: (;? 1 \ � d �\ ` - , / cc: Town Engineer \ " \ \ , C''♦,\ 7oningCommissiontnensurecompliancewilhtheFrn,ionanrl;^.III��,�d�.m.n � , \ 55.1 IELDED N , SIDEWALK LOPE NOT TO EXCEED 1,12 i 1 Chicf 1luilding Official Control Moasures \ Y. \ �,� 44. :a>.; BIT. Cu \ AMp \ C- PS (STAGGERED) / S I.: 2.7 / / ) Assessor \� :.:::;: I \ 1 \ EXIRCY O PR PIN TYP I Superintendent GRASS a GRASS EASTERtS OF PROPERTY INE / i Very truly Your,, '''' \ 18 ► \� / /r / \ Fire Marshal S I \ 91jP. t O \ t \ I I 3' MIN, / {{{ Fire Chief _ c � \ 1 _ -t 1;�' L� ClriefofPolice c. .``-TF`'�4-.`._�./f i (%L,._ yg ... TYP• , 1 l y �1 BITUMINOUS CURB LINE X-4' MAX Design Professionals, Ina✓ ElvalKSi, Warren, Chairpervm 2" GUSHED STONE \ o \ t 12' H �+H x 6' WIDE z 2.5 1 LAMP t \ / / •'l / / ` INUIND WETLANDS ACFN -Y/ • _ ` 1 t CONSERVAB. 710N COMMISSION I .. _..\ 1 1 \ \ / \ \ n :: \ ` 1 (TYP. t ii�11y \ t►¢[txtc coaasrr cuuwc T.O.C. 46 PLANT LIST E�rhrlll n the MIXTURE OF NARROW LEAF CATTAILS, \ ` t \ \ Vf \ / No. T Co. t \ \ SNET. Co. TIME TO / ` \ �� cc t o th CARDINAL FLOWER, BULRUSH, \\ ` r \ \ 1 PCB#1� 24' -� v \ \ \ / HEIGHT/ ` I / \ BUR -READ AND BLUE \ \ 1 \ \ \ SYM. QTY. TECHNICAL NAME COMMON NAME SIZE COMMENTS MATURITY SPREAD I I \ FLAG IRIS. \ '� 2 \ 54.5 \ \ \ \ t 1 ) BITUMINOUS CURB TYP. I ''•.� \ `\ \ CATTAILS SPACED 18" O.C.,\ RECESSED •'A ` _ _ _ ♦ ` \ t \ t , CBOTH SIDES) FINISHED PAVEMENT LEVEL---/ DECIDUOUS TREES i ` I / \ \ DOWN 6" BELOW RIPRAP LEVEL PC\3#2 "" \ \ \ 1 I ( / \7) l , SURFACE SHALL BE TEXTURED AND BP 1 BETULA PLATYPHYLLA WHITESPIRE BIRCH 8'-10' HT. B&B 10 YRS. 30'/20' I \ J \ / \ \ \ 44.5 \ \ \ \ ` \ r�' NON -SLIP. 'WHITESPIRE' \ \. I ` \. 45.0 t' \ \ `` \ 56.5 MS 2 MALUS 'SPRING SNOW' SPRING SNOW 2"-2 1 /2" B&B 15 YRS. 22'/22' N/F \ ( - \ HSO \ \ ` \ CRABAPPLE CAL. MIN. AFONSO & MAR/E /. &� \ \ - \ \ \ ♦ ` SHIELDED t �t , \ SHALL DESIGN IN THE VICINITY E RAMPS 52, ♦ SHALL BE AN INTEGRAL PART OF THE RAMP PB 1 PYRUS CALLERYANA BRADFORD' GALLERY 2 1/2"-3" B&B 20 YRS. 30'/20' VICTOR MA TOS ` �` \ ` .'l / i / 6' DE PLANTE AEA \ \ \ \ (Tifl \ \ \ \ \ � nA- DESIGN. NO DRAINAGE STRUCTURE SHALL BE PEAR I ` OF `BAYBERRY D ' PLACED WITHIN THE LIMITS OF THE RAMP. BRADFORD' CAL. MIN. \� \ i 1 I t \ O \ \ t EVERGREEN TREES ` \ _ _ _ ` WINTERBERRY \ \3.0 \ \ \ t \ \ PS 60 PINUS STROBUS WHITE PINE 5' HT. MIN. B&B 40 YRS. 90'/35' EXISTING IRON PIN 0.29' \ ` ` S LDED \ \\ DECIDUOUS SHRUBS50 ASTERLY OF PROPERTY LINE \ / \ \ , %\ - 5--�� EA 50f EUNOYMUS ALATUS WINGED EUONYMUS 24" HT. MIN. CONT. IV 30t ILEX VERTICULLATA WINTERBERRY 30"-36" CONT. 8 YRS. 9'/7' N/F I.P. \ 206.70' r :� \� \ ` �\ 242.3 l `� ♦`\\\� \ ` . t \\ \ \ t t I HT. MIN. JANESE F• BOLDEN x » \ ` ` ♦ ' / / i ' ' , ♦ 65 3 43 \ X'• , MP 30f MYRICA PENNSYLVANICA BAYBERRY 18"-24' CONT. 10 YRS. 6'/8' NA \ y \ \ S 66 39 34 EVERGREEN SHRUBS HT. MIN. \ �` A ONY J• `BONITO \ \ `\ ` �\ `� \ ``S 66�532J E ;�. -• _ _ ; _ _ I SNET. Co. JSG 50t JUNIPERUS CHINENSIS SEAGREEN JUNIPER 24" SPD. CONT. `� ` \ \ ' \ ` 1 + �R1SiOPfR'h�L�� ; ` -- , 'SEAGREEN' MIN. \ \ ♦ \ ' ' \ t \ \ ' .0. 2J45 . / .: ' ....- J � \ � , � � , � , �• EXIST. SIGN JS 40f JUNIPERUS CHINENSIS FITZER JUNIPER 24" SPD. CONT. ��. 1 \ \ \ \ \ / `` \\ t 1 I . ;'� , j'� _ , , , - J Off' (PED.X-ING) FITZER' MIN. �/ \� ``\ \`� \`- l �\ \♦ 1 1 t iJ�J�J�i'� - - h PERRENIALS/GROUNDCOVERS HSO 30t HEMEROCALLIS STELLA DE ORO 1 GAL. CONT. 2 YRS. 1'-6"/1' 'STELLA DE ORO' DAYLILY 4' 6' X W VA ITUMINOUS CURBING x NO X I EXPANSION JOINT AT BACK OF CURB TH VARIES'AND AT SIDEWALK LINE o I1 It 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5-04-04 ADD APPROVAL LETTER MHA BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 3/2/04 GENERAL RAM CONSTRUCTION. ( W FEET ) 1 10/10/03 PER SO. WINDSOR PLANNING DEPT. RAM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 40 ft. IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. RICHARD P. MARTEL LTC. No. NO. DATE DESCRIPTION BY Tel. 860 •291 • 8755 BOUNDARY SURVEY ■ Fax 860 291 8757 esign *0�_ pLQ l HELMAR WOLF and ARTURO GUERRA ITrof essionels, inc. DEPICTING PROPOSED AUXILIARY PARKING PROPERTY at 9�0 ELLINGTON ROAD ■ DES/G N. ��JAS DRAWN JAS CHECKED./JAS � civil engineers •planners •surveyors - landscape architects • gis • gps JOB NO.: 88-319 DATE.• 8/1/03 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: /lobs/0319/319neW2.dWta SOUTH WUNDSOR, CONNECTICUT SHEET SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLEDIN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY 1, r I I I 2.5' / / / 5' \ THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE I `� LINE - -- �N/F ' / FENCE�i7�P.ROP. PERMANENT VEGETATION IS ESTABLISHED. \ I I ROBERT &HARRY G / N 65�2 i8" W 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR I SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER I I :fix CONSERVATION. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS N/FLU NECESSARY. S)VIA M. A�/ERN I x/ I I , \ _ - - _ _ - _ _ _ _ 25' S Y-f + �� 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL / I I I / I \ �• - - r MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. N/F 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO / i r/ I _ I BEADSADDED REQUIRED.00REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING // t /� / // Q/ VE��,��I "` 1 I HELMAR WOLF & ARTURO GUERRA { ( i POD N /\ I 7. EROSION AND SEIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, JN/F EAFT ANGLE ON RIM % EA6 , WHEREVER POSSIBLE. GARY E,, & CLAUDETTE L. / TER r of OPERtt u , , 11 , / / . - ' ' ' -- KPSTEK / ,I R l A 1EASE Nr\/N FAI/OR OF THE B. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP / / / �SbU �R C SNUCAON COMPANY MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE BLA 1- DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: / /' / , + MULCH: RATE: HAY OR STRAW 90# / WOOD S.F. � r / •1-/� TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1.Off / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED ♦ \ \ \, �\ ' ♦ ♦ > \ \ ( / `` ` \ �'� \ ♦ f / I I NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. ♦\ \ \ \ / \ \ ( I 1 , \ \ / / I I 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. \ ! _ 1 ! �� I \ \ ` �.� • . \ �s�, / ,/ � � I 1 °, I 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. X 50,3 /-......._.,,. �� " + 1 it �J X / I^-`\ \ .� \♦ ,. I 1 I ! ...... ..... „ �r ' I X 45.4 2 r 4. i4' / CONSTRUCTION SEQUENCE N F I / I / �"" ( ! , f I I / 1 PROPERTY LINE TED RALPH B. TLL/AWfS ' / / , ` , I . 1 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A T r I \ .............................I.._., ALONG CENTER OF POD R � ,� I I t PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. ' I I I I I T - �•IArpy - - \� y _ { I N 11 38 1 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. t I ( I I I I ! tl r I I � � \�' • �` �" �` - - ^ _ _ Mn \ \ 1 A) 9' t \ \ 56,5 1 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. THE CONTRACTOR / I I I I I / / i I / ! �' ' SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. / I I J I I // 1 I t r r "�•a., •,.,, ............... EX 46.27\� 1` 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. t I I I �r ' / / ` ` -. ` I I I I I I t REGULATED \'\... ` ` `_ -� - ` -_ _ 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE r r r r INLAND -•........., ♦ r ` PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON r I I I I / I !' r / %' 1 WETLANDS ♦ OO '� '�" I ® 1 SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR I r ( 1 I ( / 1 -s�-- -♦ -� �, `\ "'^� - .., - - - _ _ _ _ _ ,r r r VEGETATIVE COVER OF DISTURBED AREAS. { ` - SN,-r 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED \ r r / / / / j I + SEDIMENTATION CHANNEL AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY 1 t ! ( I I ' /-~ - _ '' `' -•. \ MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED I t tl l / I �• / ` �' ` , ` ♦ EXIST I �- , % `" W ♦ , ' AND MAINTAINED AS CONSTRUCTION PROGRESSES. THE SEDIMENTATION CHANNEL IS TO BE COMPLETELY t t / / I I , ♦ 1 GAf2AGE , / ` / STABLE PRIOR TO THE INTRODUCTION OF STORMWATER. I ' / f / I I ` r 1 ♦ 1 TO BE _ � ...... - - ` � T ` � EST, B/T. ♦ / � t s' B. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS /I/I// , J r ' / 1 1 ♦ r I ♦ / FAZ Ex. S H. `` th ♦ r 1 SHOWN IN THE DETAILS / / I ♦ • T.F.= 1.72 ti \ { S / ' ♦.. ...... .- EX. SM.H. ROBERT J. &-CYNTH�A/GANG( / /! i 1 \ r I / o O ` TF. 5sa5 ` r I Ir ♦ z 9. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND / / / ' SEEDING. / , / / A / / /� / \ , ` , , r '1 I t� G -G - ♦ 146.95 10. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING EX. .B. SCHEDULE. \ - - I I t j NOU ZED / R POSED 5I N + / I / r \ I (1 £X. GRAVEL E sE ♦ ` T.F.- 6.42 / � ! . I DRIVE RA � � 'P t \ ' 80' LIMIT OF INLAND I 1 ♦ / 1 (3E ESTIMATED START DATE FOR CONSTRUCTION -FALL 2003 � / � / � � \ \ 1 `•` ♦ -� / / ® � i ESTIMATED COMPLETION DATE FOR THE PROJECT -SPRING 2004 WETLANDS UPLAND SEE NOTE#24 - / / / t 471 \\ \ ` \ I REVIEW AREA ' \ ' r 1 1 MUL,C / \ STOCKPILES W 1LIP gg,q -gyp, - ' ` \ 1 . , , �\ ; `' /2 / / N " \ \ , (TYP.) �, \`\`, / \ HSO SEEDING SCHEDULE I/ N/F t- I�j I ,• 11 ' .\�,`� ♦ a012 o N ! \ \ O p 60.0 I H RRY R. ALEY DO 1 �7}� }7 , ' , \ ♦ , ` NET. CI ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL. N ! ` \ \ \ J�"��4 J� ,' , A'N SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PEf� I \ / ` 1 R - o. 2234 ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 1 / Z - �� / ♦ �' ` ��jj �j �j j�° ,' 1 \ ♦ EXISTING CB `ra \♦ A `\\/ POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR 1 `\ / ) \ ♦ ♦ ��j' o' ` \ ♦ TO eE �6�, HSO B TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE)\ ` - ♦ , ' 1 ♦ ` _ - AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. ! / , / ` ♦ ♦ GR 0�'; ` PERMANENT VEGETATION COVER \\ \ \ ♦ j X 4,9f / / - ^ - \ \ �O ``1 ` p♦ `\ \ / OVED CH ACKING \ \ _ ULCH ON. SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 W � _ _ - _ _ - - _ _ _ _ _ \ SILT FENCE 1 XIS-RNG FLNCE` DRAINAGE EASEMENT / FAVOR THE _ _ - - USE THE FOLLOWING MIXTURE: SOUTH {Y/NOSOR CONS7RULAON CO NY 1 \ \ / T BE (REMOVED HIE E I '� ` / KENTUCKY BLUEGRASS 45% ` - - - - , , ' / 1 P I . --@2-CREEPING RED FESCUE 45% \ - ' 1 (TYP.) / 1 ♦ J \ PERENNIAL RYEGRASS 10% ` ` / , ) - ♦ ' 1 1 1 ♦ ♦ L MID -. \ / APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A �. ` ;tit � 3 � 1 I � 1 - _ - - , ,' I 5 1 �. � \ ♦ �T�YP. \ RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER ` ` / / / I I ' / / / �� ,' / �1 \ \ 2.8 FL W \, ` M. DAN/EL ✓, `& DORA 0. SEi GN ? l 1 / 1 \ i 10D YR. FLOOD LI F \ ♦ \ SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 A ANNUAL RYEGRASS 100% _ ♦ ♦ / \ f ! , _ _ - _ ` \ I 1 �� gpR I APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE, \ \ I I tl , f 1 P56. \ \ ♦ \ / CHAMBE56. 4 1 52.0 \ ` 1\ \\ ' ♦ ♦ I I SED. C MBER ' PCBp \ ♦ \ ` \ \ ♦ 100 YR. FLOG LINE - I/�a.- I 1 ` 1 I / \ \ \ \ \ , ' , ♦ FES g1 I I \ I r FLARED END INV:44.50 ro 1 I \ \\ SNET. Co. No. 2347 1 1 1 1 T. SET POSTS AND 2. STAPLE THE SILT / ANGLE POSTS EXCAVATE A 6"x6' TRENCH FENCING TO h1E l N F i 1 INSTALL SILT FENCE AROUND 51 UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST FLORR-NCE C. IPALME \ \ / / PLUNGE POOL :::}. W.) 1 14 , \ ♦ \ \ / FOR srnBluTY FENCING I / - / 1 ` ' SEDIMENTATION CHANNEL AFTER / 2. 1 CLEANING / AND SELF-/ / / /� �� \ COMPLETION OF CHANNEL GRADING / 45.0 i `, ', o ♦• '� i! 95 r 12" MIN. / p� / / { \ \ \ I r ` \ '� {:; I , 55.1 1 ` IELDED L III- �- PS (STAGGERED) III= EXISTINGIRON PI 35V 52.7 I . -III I III -III �II' EASTERLS OF PROPGRTY/L'INE / f 1 x 18 1 \ 1 , X ,6 / 1 1 2-SHED :STONE \ YB A S 12"GHIYH X 6" WIDE \ . xX_ 2.5 1 LAMP 1 ♦ ` 1 , 3. ATTACH FILTER FABRIC 4. BAC THE / / \./ , / \\ \ \ I , +.• =Q ;:? � , ' �T• 1 cn \ fi \ L+• / FILTER THE WOODEN POSTS AND EXTEND AN � TEND TRENCH AND COMPACT FABRIC � IT INTO THE TRENCH THE EXCAVATED SOIL. / / \ MIXTURE OF NARROW LEAF CATTAILS, \m ;:;•`.� 1 \ ♦ \ ' I %i ' \\ \ CARDINAL FLOWER, BULRUSH, \ � �' 1 PCB 1 ` SNET, Co. BACKFILCOMPACLED I I / / ' ♦ �\\. \ ' \ BUR -READ ,AND BLUE ` ``::;.. \ ' 1 , 1 # \ \ ` ` / No. 2346 \ (FLAG IRIS. \ ., 5 , 54.5 `♦ \ ` `I ' _� I I / / ` \ CATTAILS SPACED 18" O.C.,\ RECESSED \ \ ♦ \ ` , , 1 , 1 `\ \ DOWN 6" BELOW RIPRAP LEVEL \.Q#2 \`' ♦ '/l , ` 44.5 \ \ `,,. ♦ `` 1 q / 45.0 NIF AFONSO & MAR/E 1. %\ \ \ \ ♦ ' 1 ` G CONSTRUCTION OF SYNTHETIC FILTER BARRIER 14CTOR MATOS ♦ `\ \ .'l ' I 52.5 ` ` TTYMP)D N.T.S. I - \ / 6' W DE PLANTE EA , \ 10 \ 5 .5 ( \ 1 t \ OF BAYBERRY �'�J \ \ \ , \\ \ I I \ 1 WINTERBERRY \ " P, O ` \ ♦ \ ` \ \ EXISTING IRON PIN 0.29' \ \ ` T- T _r \ \ ED ' ` \ ♦ \ \\ ' , 1 r _` EASTERLY OF PROPERTY LINE ` ♦ \ / ` . \ /� �` ` \ / \ S' S. \ \ .� ` \ ' 1 ` ` O N/F I.P. ♦` 206.70' ,\ \ \ ♦ ` i \, `� \ �\ \, 1� 1 \ 242.3+ ♦ \ , SUBGRADE Vig ® Storm Sewer Structure �'V X- Flow Anchor with two 2"x2"x3' Stakes in each bale. LEGEND NO SILT FENCE/HAYBALES CB GRATE FILTER FABRIC -\ _ FILTER FABRIC CB TOP - NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC. REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC. ANCHOR WTH STONE OR EARTH PILE, 2 11•, ► I V;.,l1Lei ► asiol► I 1:• Cif EARTH OR STONE ANCHOR PILE SUBGRADE DDOdOD DDODD D D D D D 6" CT D.O.T. 2" STONE TO BE PLACED D D D D D OVER FILTER FABRIC MATERIAL z DDD OD D D D D D D SEE SEDIMENT AND EROSION ,0 D D D D D SHEET FOR PAVEMENT WIDTHS DDD OD DDD DD DDD OD DDD DD i enDnonnnnno999gin vnnn EDGE OF PAVEMENT THRU STREET l311111 VANi com JANESE F. BOLDEN � x S 66 3934 ` � ` � 3 .3 , - E , A HONY ✓. \BONITO \ \ ` \ ` \ ` �\ ` �, ♦♦ S 66''�, '32 � E `e ♦ SNET. Co. A ♦ ♦ ` ` ` I �/�RIST' ' R'l1'1%N[%/L! - - • ,� - - - - - - / , No. 2.345 z_<x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Tel. 860 • 291 • 8757 n /� nn"n1 > II II INFORMATION. ALL EXISTING UTILITIES SHOULD ET THIS PLAN I S FOR SEDIMENTATION AND GRAPHIC SCALE ' - Fox 860 291 8757 HELMAR WOLF and ARTURO G UERRA BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 80 esign �®�;p� � �� 3 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD EROSION CONTROL ONLY. AND IS NOT TO rnf®asinnaln_ 1ne_`_ BY A LICENSED I AND SURVEYOR PRIOR T!� T, T9 /1 T'1 T- 1T'7I7•t '! F^ f. .�•e Yw! d•1 f-7T T T', TiY R•1✓� 'a .. , ., ..,..".r,... ��,......,...".,,. �,....,. ,.. - - - - - - - - - - • , _ _ - �1...�...�� ... �. .CGV1".L'ilir l I" a � J lU LL/1/11V Cr 1 V1V tGV.A1J CONSTRUCTION. ( IN FED`) DESIGN. GBS/JAS DRAWN.• JAS CHECKED: GBSIJAS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE BE USED FOR UTILITIES CONSTRUCTION. 1 inch = 40 ft. civil engineers •planners •surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects • gis gps JOB NO.: 88-319 DATE: 811103 SOUTH ��®�� ®�\\ �� L1�l• OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/jobs/0319/319new3. dwg A L 4'-4" 1 NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. APPLICATION OF GRADE 1'-7j-3/8"" 1'- 8" 1'-1 5/8" 4'-8 3/4" --I PVMT. CROSS_ OPE BRICK LEVELERS V) W 0 0] Lj J - 1 2-1 3 83-5 8 oa /En 1 2-8 3 4 1 w 2 iN N�o Z L WZO j_� ®1 �C)N 0Fw w 0 0 z 'C' a a 3 CLASS CONC. w OR PRECAST CONC. 0 BLOCK 4.4" CLASS 'C CONC. 5'-4' SECTION B-B SECTION A -A TYPE V CATCH BASIN N.T.S. 3-5/8' 10 13/16" ? 8 5/16' FINISHED GRADE S" 1'-8 3/8' S" 4 13/16' V-1 3/4" 4 13/16' - 3" MIN STANDARD PRECAST CONCRETE UNIT ICK LEVELERS Z 1 2'-8 3 4" 2 12 1 `S�rB 2 1 J s ro > N L CLASS 'C' CONCRETE OR PRECAST UNIT V-4- \__,SS � 4'-4- - I CLA7t�\ 'C' CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B m NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED. PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO - A A LADED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 'a 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. I 4. RED BRICK NOT TO BE USED. S. WHERE PRECAST CONCRETE UNIT L IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST -- Y I --I 6' BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH m BASIN. S. WHERE MASONARY CONCRETE UNITS PLAN VIEW ARE USED CORBELLING WALL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6' TO 12" TYPE 'C-L' CATCH BASIN PROVIDE MINIMUM 2'-0" OF not to scale COVER OVER PIPE AT BELLS PROVIDE 6' OF 3/4- TRAPROCK UNDER EACH STRUCTURE AT BASE NOTE 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. I, Bond'mg Hdes 2 - 1.5" Dia. Handlin Holes 24.50" Dia. 0.75` 1 50" 2.125" �1.50' 23.875" Dia. 1 2� 1.25" 1.125" 0.38"� �� 0.75' 0.875' 1.56" 1" D a. 0.75' 1.72> -L 0.75" 6" 36" Dia. �- 0.56" -'I 1.50" 0.75" 48' Dia. 1.94' 17" Dia. SECTION B-B SECTION A -A CAST IRON FRAME CAST IRON COVER N.T.S. N.T.S. I%=D/i" EDHc. INSERT srAwxro THREAD, FLAT LEAD BOLT,RECESSED N PLATC COVER 25I"O.C. L NSERTS 70 HAVE CLEAVOUT6 12-a5 REINFORCING RECESSED FOR PLATE BARS REQLIRRED COVER i BANK ADMTER T%i ,Ili y2" jF I- I� yi" NJL 1 %I r5^ 1 C== t 1 1 `yt" uA1L z/• 1 L I)yi� T r --s^ NON SKID FLOOR PLATE GALVANIZED STEEL �4-�J �4 �1•�TI JO � r }" DIA tS REOT)) �" CRU¢ED STONE �- CONCRETE HANDHOLE TYPE X `� CLASS "C" CONCRETE REQUIRED = -1 30' S2 BE E OCIWIC _ 'BOLTS 20^ S. , T_ 23 y2' S4 _ CAST IRON HANDHOLE COVER RECESS SWEEP T PLAN VIEW 231/4" RECESS FOR SC. HANDHOLE COVER 4• P.V.C. tW RE WOWED) INSIX n.6 13 N m BVSNeG PAVEWNT - HANDHOLE COVER F: "NON SIO FLOOR PLATE WLVI.QED STEEL =- 1 S" 2,' HANO,U)I.E NOTES. i4• W. YNt _ T. UNUSED OPEN.G" OF HA4p1OLE TO BE YN. BLOCKEO ON THE OUTSRIE WTII FLYnOCO '� . x D• �tY CM 3-�� z CRWi NtpA10 ALL COWUTS 1� CONNECTICUT FOR RCN PLM] ONLY CALLEDy�-cRVS�D slow DEPARTMENT OF TRANSPORTATION BUR. OF ENGINEERING & HWY. OPERATIONS CONCRETE HANDHOLE DIVISION OF TRAFFIC ENGINEERING CLASS "A" CONCRETE REOUIRED TYPICAL CONCRETE HANDHOLES DATE: 2195 AL>� SCE - HONE STANDARD TRAFFIC SIGNAL TO BE YELLOW 8" (200 mm) IV2" (40) "U" BOLT CLAMPS (TYV.V/I LED LAMP W/TUNNEL VISOR. (HOUSING TO BE MINIMUM OF 12" (300) FROM NEAREST EDGE OF SIGN) 1 %2" (40) RIGID METAL CONDUIT, 14/3 I_I l ---ELBOW FITTING END CAP --' "T" FITTING (001 14/3 CABLE IN 3/4" (19) SEALTIGHT A• 18" FOR 50"X 60" SIGN I I I III I (460 FOR 1500 X 1500 SIGN) 15" FOR 48"X 48" SIGN ~( T I I (385 FOR 1200 X 1200 SIGN) �.- A A -irj�l I FOR OTHER SIZE SIGNS- TO BE I.- DETERMINED BY THE ENGINEER, I 11 Ic TYPICAL WARNING SIGN (41-4815) 48" (1200) X 48" 1200) SEE TYPICAL SIGN SUPPORT & SIGN PLACEMENT DETAIL SHEET FOR MINIMUM OFFSETS 5'-0" (1500) OR 7'-0„ (2100) EDGE OF SHOULDER 1" (25) RIGID METAL CONDUIT, 2-•148 SERVICE #8 ARMORED GROUND CABLE -- 5/6" X 10' 06 X 3000) �- GROUND ROD SCALE - NONE NIA)] SECTION X-X 18" INTERMEDIATE RIP RAP FILTER FABRIC (MIRAFI 140N O.A.E.) 6" GRAVEL PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 12" 10' 7' 1-1/2' 1' 1' -1/2' 1-1/2' 3' 6 ENERGY DISSIPATOR DETAIL N.T.S. LON TAIL 'A' FOR USE WITH COR- GATED METAL PIPE 54" OR RGER. I s 1 a :ND VIEW ONCRETE CUTOFF WALL OR -PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END FLARE DIMENSIONS FOR REINFORCED CONCRETE CULVERT END REINFORCEMENT ONE LAYER ONLY IN CENTER OF WALL DIA. A B C D E F Rt R2 LLOOtN1NDINA�LS AREA TTRRA SM SQ.M.PER FOOT SQ.N.PER FOOT 12 4' 2'-0" 4'-3/8" 6'-3/8' 2'-0' 7 is��18' 10 1/4' 9' 0.048 0.048 15' 6" 2'-3" 3'-10" 6'-1" 2'-6' 2'-5/16" 1'-1/2' 11" 0.054 0.054 DIMENSIONS ARE IN ENGLISH I%") AND IN METRIC UNITS (mm) FLARED END SECTION- N. T. S. AT Mri1 ,8t,.oGt AND Ui+ISIGNALIZED INTERSECTIONS (EXCEPT ALL -WAY STOP CON'iROLLED INTERSECTIONS) STANDARD -7 CRIOISSIMALIC 10' fr IN. LENGTH 16" WIDE BAR IS!' WOE SPAM 4�r�1 it�l 24 r ram. SHOULDER LINE � STREETS/ LAWN/ PAVED AREAS CROSS-COUNTRY 31• SEE PAVEMENT DETAIL i 4 Min. Approved granular non -organic bockfill O. - material placed and compacted in one r1 Q 12" foot (max.) lifts. L� ' Q 0. �. 0 Warning tape per Conn. General Statute section 16-345, as amended, placed 12" (min.) to 24" (max.) above the top of d the pipe. Bank Run Gravel fill Sand Blanket placed and compacted .O in 6" layers. No stone larger than 1 1/2". Material shall meet 12" Pipe, as specified D.O.T. M.02.05 .. . 1/2 O.D. 3/4" Broken Traprock PIPE 3/4" Crushed stone bedding material O.D. 2 in rock excavation or as directed by 1F the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" stone. Backfill to centerline of d Q 4 4 Q 4 a d d d 4 6" Min. pipe when using Polyethylene or --r A.B.S. pipe. I 1 12" 0 ' 12" -I PI)E TYPICAL STORM DRAIN TRENCH SECTION N.T.S. NOTES: 1. Baffle construction to be of cast material with thru holes above outlet flowline, or mortared cement blocks with weep holes above outlet flowline. 2. See standard details for catch basin frame & grate, manhole frame & cover, misc. manhole details, and typical trench section. 3. Aluminum steps shall be installed at 12" vertical intervals from 12" (max) below top of frame elevation to 12" (max) above inside bottom elevation at each access point. 4. Structure shall meet H-20 loading criteria. PLAN VIEW STD TYPE "C" C B 4 1 Beaml (9.5#/ft) FRAME AND COVER ADJUST TO GRADE WITH MAX 2' -7' I-- CURB LINE OF TWO COURSE OF BRICK STD. M.H. FRAME AND COVER GD 10" MIN 2'-8 3/4" 1'-10"� 2'-1 5/8" 2'-1-3 HEIGHT OF BAFFLE I EVEN WITH CL OF OUTLET PIPE 3'-8" 9'-01 SECTION A -A -1(- m O 1" DIAM. BUTYL > RUBBER SEAL I- - OR EQUIV. Li ALUM ALUM STEP Wo (N - fZ L i- ID 61-01 7'-0' SECTION B-B SEDIMENTATION STRUCTURE N.T.S. » 1 3/4"C PUSH BUTTO N 1.3-•f�-2.1-�h-1�f--3.1---+-1.3 TO1 1/2" - 3/4"C 1.5 1 •ACTIVATE -•i•- 3.6 +-l.,5 WARNING_ 1/2t) - 3/4"C 2.6 ---T 3.5 ' 2.5- FLASHERS A 1) 1/13/4"C 2.3 •F• 4.2-•f---2.3- 1/2" - 1 /4" V 2.6 ►T• 3.6 •i• 2.6- 1/2" CROSS 1"C 3.2 2.4 • h 3.2- WITH 1/2 " -1"C 2.1 •}• 4.6 �►• 2.4- CAUTION 1/2" -1"C 1 1 /4" < 9" > R=1 1/2" 11111a11111 1111)1117111 111/)11iL1111 11/A1111111 IIf1E11Ett11 Ifi1i11i11►9 ::Gi Ill in: IIIIt111111 IIIIt111111 • 1111l111111 111111t1111 111131t1111 Illltllllll 1111111111!11 111111l:edtlll 11!�&i11EE111 1.8111111041 110111111111i 11111 1111.1 111111►E1111: 11111111:1111 -5" � r-I. REFER TO ADJACENT VIEWS FOR DIMENSIONING PAVEMENT ARROW DETAILS N.T.S. ( YAYu;TLI ARROWS TO BE CVNTERE6 IN TRAVEL LANE REINFORCED RUBBER HOSE AT FIRST BRANCHING #12 WIRE - NEW GALVANIZED ANNEALED CREPE PAPER TREE WRAP TO SECOND BRANCHING FLAG 2"x2"x8'-O" TREATED STAKE FOR TREES LESS THAN 3" CAL. 2 OPPOSITE 2" SHREDDED BARK MULCH TURNBUCKLES - 1 EACH STAY WIRE FOR TREES 3" CAL. AND OVER REMOVE BURLAP AND TIES FROM TOP 1/3 OF BALL 3 2"x2"x30"WOOD STAKES FLUSH WITH GRADE FOR TREES 3" CAL. AND LARGER PLANTING N.T.S. SEDIMENTATION CHANNEL DETAIL N.T.S. 12" Min. W Z J 4'- 0' 6" F_ w 6^ W 1 /4' R 1 /4" R � N 1/2": 1' 1 4": 1' ?••� 4" TOPSOIL \- 5" CONC. SIDEWALK �-I4" TOPSOIL \_ 8' PROCESSED STONE TYPICAL SIDEWALK SECTION N.T.S. 'SOIL & SEED (D 1" BITUMINOUS CONCRETE CLASS II SURFACE COURSE (2) 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE ( 6" PROCESSED STONE BASE ® 6" PROCESSED GRAVEL SUBBASE BITUMINOUS CURB AND PAVEMENT CROSS-SECTION H.T.S. 3" HIGH EARTH SAUCER (TYP 2" SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.' PLANTING SOIL MIXTURE (TYP. <x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 SHEET mOil N LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860 291 8757 METALS WOLF' and ART URO G UERRA INFORMATION. ALL EXISTING UTILITIES SHOULD ��'�� MET /A1 (jn �c BE FIELD VERIFIED PRIOR TO CONSTRUCTION. L''�I (J (i�t1(JL*��? 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD rofessionals, inc. BY A LICENSED LAND SURVEYOR PRIOR TO .PROPERTY a t 970 ELLINGTON ROAD 4 CONSTRUCTION. , DESIGN. • GBS DRA• JAS CHECKED. • G8S 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 312104 GENERAL RAM civil engineers • planners surveyors WN. IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects gis gps Joe NO.: 319 DATE 811103 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut G' )74 DRAWING NO.: SERVER JOBS 0319 319NEW4.DWG MUII`IHI WUNDS(DRp ICONN ECTUCUT