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HomeMy WebLinkAbout02-60P_SAND-SALT FACILITY_159 BURGESS ROADSAND/SALT FACILITY 159 BURGESS ROAD PROJECT NO, 02-804 — " ,m -w w.w n M fnl R n p F O D t GRAPHIC SCALE 1000 0 1000 2000 3000 t 1 inch = 1000 ft. h' L .. 4 i S.?�'- TOWN O F SOUTH WINDSOR SOUTH p jANAq,NG DEPT. CONNECTICUT 0 INDEX DESCRIPTION SHEET NO. COVER SHEET/ LOCATION MAP 1 KEY MAP BOUNDARY SURVEY SITE PLAN CONSTRUCTION DETAILS BURIED REFUSE RELOCATION (CROSS SECTIONS) ARCHITECTURAL PLANS OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 MATTHEW GALLIGAN TOWN MANAGER M I CH AEL J. GAN TI CK, P.E. DIRECTOR OF PUBLIC WORKS JEFFREY DOOLITTLE, P.E. TOWN ENGINEER 2 3 4,5 1 7 DATE: 8-30-02 SHEET NO. 1 40 i i �sr.s t 2 t FY.1 f I 4 'Y Y84.v OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 ZONING DATA BLOCK ZONE: RR RURAL RESIDENTIAL ITEM REQUIRED/ALLOWED PROVIDED Lot Area 40,000 sq. ft. min. 42.10 ac. Lot Width 175 ft. min. 618 ft. Lot Depth 200 ft. min. 3516 ft. Lot Coverage 10% max. 2% f Impervious Coverage 50% max. 5.5% t Building Height 30 ft. max. 45 ft. Front Yard 50 ft. 378 ft. Rear Yard 50 ft. 104 ft. Side Yard 20 ft, 2970 ft. * Variance granted by Town of South Windsor ZBk On 9/6/90 N/F ABUTTER UST MAP LOT MAILING ADDRESS OWNER 73 2 91 NAUBUE AVE. MENDE2, EMILIO GLASTONBURY, CT 06033 6 524 SULLIVAN AVE. FOSTER ROAD ASSOCIATES 74 1 125 BURGESS ROAD PETERS:N, RUSSELL H. 15 155 GREENWOOD DRIVE LANZA, MICHAEL J. TRUSTEE 16 STRONG ROAD TOWN CF SOUTH WINDSOR 17 125 BURGESS ROAD PETERS:N, RUSSELL H. & SUSAN C. 86 7 643 STRONG ROAD DENFIELD, KARL C. & DEBORAH S. 8 643 STRONG ROAD DENFIELD, KARL C. & DEBORAH S. 9 574 STRONG ROAD SAZINSI;I, ELIZABETH W. 10 574 STRONG ROAD SAZINSKI, ELIZABETH W. 11 595 STRONG ROAD QUEEN, HOWARD JR. & JOAN S. SURV. 12 45 CANDLEWOOD ROAD DILOREIO, MARK & ROSA SURV. GLASTONBURY, CT 06033 13 574 STRONG ROAD SAZINSKI, BETTY WOLFE 14 574 STRONG ROAD SAZINSKI, BETTY WOLFE 15 STRONG ROAD TOWN CF SOUTH WINDSOR 18 574 STRONG ROAD SAZINSKI, ELIZABETH W. 19 550 STRONG ROAD CONACI, ROCCO C. & PAULA SURV. REVISIONS NO. DATE DESCRIPTION BY SAND SALT FACILITY 159 U RGESS ROAD TOWN OF SOUTH WINDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: J. PERNA DESIGNED BY: J. PERNA CHECKED BY- J. DOOLITTLE DATE: 8-30-02 REVISIONS: KEY MAF SCALE: -200 SHEET:: 2 OF 7 � o 0 0 01N o, 44 /V / 7 9, 000 N/'79,ODD N /77, o co NMe, Do0 o 0 0 0 0 a `I ti H M. D. C. C t7 - o AT D / /V q 7-,E,5 s7,Arliov /V0Ri-N E"ASr- A / 7 71 o ff• A,/-1'i 19 4, 4 4.q. 9.S6 B 174 j 94-4', 919 / 94 , 6/ 5 .8.4 6 C /767841 ,6I? /94,546,96z .D / 76) 9SI , B-? / / 9.4 319 0. 0 72 ' I7a,�146.Ze7 /95,276.797 F / 7`.,74g4 'A00 /9 5112-5 3 •733 G I74)P_e-0, 9y5 /93, 039.739 I /7e, /o9.-409 /9/,91a./00 J' /76, /64. Soo /92, 0/19 . 5)/5 13 10 Try'/S MAP rS /VOr V,4L /,0 UAIZ Z.r-s p o i7' wry y 7-,y�- riy,�irEss bN ° a SEAL of 7-Ile' S/4'/VA7'0/f W I HEREBY CERTIFY TllAT THIS MAP AND -SURVEY WERE PREPARED /N ACCORDANCE WITH THE STANDARDS Of A CLASS A',�_. SUpVL'Y AS DEFINED /N 7WLr CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS AOOPTED DECEMBER /0, I975 AS AMENDED BY THE' CONNECTICUT ASSOCIA�/UN OF LAND SURVEYORS, INC. SURVEYC.V7 DATE 1E61STR,4 w ti mod. fe. To wn o �' So v 1! h }.�,• ., ds 4r r Ill � v /•O'tlJ'f'1• PF SOfLl/% (,!/(.l'21.1'�} �' 1540 SULLIVAN AvFNUF • SOUTH wwo,oR. CONN 06074 `oy� ARFA COOF 201/0;44.2'111 ����mher lo, Penn To" of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madats/Sire Rot Application 189-98P - Recycling Center At the December 10, 1999 mteeting, the Inland Wetlands Agency/Conservation Cosetission approved with modifications Application #89-98P - IWA/CC permit for the construction of a recylinq enter located on property on the southerly side of surges Road and westerly side of Poster Road, RR tonal as shown on plane prepared by the Town of South Windsor, Engineering Department, contract 189-821, dated November 15, 1989 and revised December 7, 1989. 1. Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to thim Commission to be stamped and signed. This must by completed within 65 days of approval and prior to any construction activity on the Rite. 2. Construction Activities "hall be subject to the approval of the Town Engineer. 3. The permit is valid for one year and shall expire on December 18, 1990. 4. All approvals required must be obtained and RulmmittPd prior to any activity on the site. 5. A contact person "hall ha ltfentified directly on the plan". very truly yours, / James A. Lombardi, Chairman Inland Wetlands Agency/ Conservation Commission JAL/pmsl cct Jerry C. Ialtsetta, 1"Oft Engineer Marcia A.-•Banach, Director of Planning John R. Collins, Chief Building official Planning o Honing Commission CJ 7 0 0 0 v' ION 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644.2511 25 January 1990 C. F. Shaw, Assistant Director of Public Works Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Shawt rot Appl. 999-99P, town of South Windsor Recycling Center Site Plan f9urgess Road We are pleased to advise that the Planning and toning Cosfaission voted on January 23, 1990 to A"kove the above -referenced application for a site plan of dersloprAmt in accordance with Drawings fl through 9 dated 11/17/89 (revised 12/13/89) prepared by the Town of South Windsor Engineering Department, Project No. 89-821, and with the following modifications: 1. No building permits will be issued until the final mylitte have been filed in the Town Clerk's Office. 2. This application is subject to the conditions of spoferval of the Inland Wetlands Agency/Conservation Cottssission. 3. All plans eked in the field bar the dit"leper vast beer the stamp and authorised signature of the Town of South Windsor. 4. Additional planting to be reeosrendMd by ftee Wardell as close to the site as possible, north and east sides. Slack and white transparent mty1firs df Sheet 08 *ith the abfty modifications, together with four blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. 'th`e litters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After the mtylars have been sigMdd by the Co Lesion, they will be returned to you for filing in the Office of the Town Clerk within 90 days. After filing these plans, a copy of the receipt rivet be submitted to the Planning Department. Very truly yours, PLAIIWING AND EONIR'G� OW Louise C. Evans Chairman cc: Inland Wetlands Agency/Conservation Commission M. Banach, Planning Director J. Collins, Chief Building Official J. Iattsetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal Registrar of Voters Engineer Applicant P7.0 File / >A' �c0d , ry hry �A) 's COC yC //'0479 C'&'n le- r �e�� b TOWN OF SOUTW WINDSOR coN A ENGINEERING DEPARTMENT � 9 •�� � 1 0 AP FILiNO. 1540 SULLIVAN AVENUE SOUTH WIN-SOR, CONNECTICUt 06074 RErISIONS: A Re v,- se W 7-/ ,t // - 2 4' - 8 9 - / S MEET: Rev.,'Jed S/te '4ecot"&r) ,2-9-90 dole 7 Z a o 0 0 0 L I I 41 V N lyd, oeo PARCEL #74-1 N/F RUSSELL H. PETERSEN ------ -_ __ -- ^- -- -- -- - _ S67'52'21_"E 3516.87' EXIST. \ ` / GUY UTILITY POLE EXIST. \ \ ✓ W ?r (- -UTILITY POLE O SILTATION X - - - EXIST. �-r�„paatti�� FF-- EXISTING ~ II ___� BARRIER �� - O. `� SANIT, MANHOLE SIGN ` ��. Lt_ 0 \ TF'=91.73 S S - - - _ _ _ _ \ / TEMPORARY ` EXIST. elTUMwous DRIVE II SOIL lI > --_ 88 STOCKPILE EXIST. / 1 SIGN � - EXIST. 2%r2" PVC- � _ ' - - UTILITY CONDUIT a \ \ _ _ - _ - - _ _ _ - IN COMMON TRENCH \ 13 I \ ---�2 �(` -- - - - \ BUILDING LINE �® I ` - - _ _ - - EXIST GRAVEL ROAD J -� / - _ ._.- \ _94 \ \ / � ___^ _ ,- f - NEW ) INSTALL --•. \ i � 'I - - WOOD RETAINING WALL r BIT. CONC. RAMP r ' , = sz - GRAVEL DRI,, HANDHOLE - - - _ _ � ELECTRICAL SERVICE � cam- D \ REMOVE EXIST. "�^ CLASS 2 TYPE I PRECAST IN PVC CONDUIT •',\ REMOVE EXIST. I wNa g�`\\ \ UTILITY POLE 8'TYP. I a 1 I EXIS7fNG GN-------------------- - - - - -- 1 I SALT SHEp IGN 1 \ 44jj r 70 r 1 R_F_C_YC_I_ING_ \ �/ ,� , \. I 1 / I �� �p PROPOSED 4vin - w r �IE r ( CENTER / f �( , �� �-_ f SAND/SALT Tes ® p Q _ r olio SIGHT I , r , J \ BUILDING © O - J o.o m 1 �\ \ EXIST , TRt. i R �92 I ` 1 GATE R I )�'\ -- _ ,1 1 9 5� 1 a TPITs ��� FLOOR ELEVATIO =92.75 z I �- r / 100 / /�J ( I , C ^ 2 I BITU INOUS CONC, x o EXIST, GRAVEL \ : 9 ( / cy PARKING AREA 1 8,/off r / , i c? ) f I ® Tsx 11+6'N SPA W/ C RBING / , � //BITUMINOUS CONCRETE y © (p�'Cp�# '� _ a tom, o I I \ 94 ` r a'zv WORK >� / PAVEMENT _� 144' �Fo\�Dc 24'; z J SEE DETAIL) , L------ -- �'�� v, STORAGE AREA CLASS 1 I F F- T _ - -- / STORAG I ,' II ` ( ' STEEL BOLLARD i -- 84.5' LEAKOFF W D (TYPICAL) SEE DETAIN , ( }........ ....,. t II z \ BIT. CONC, RAMP 135 L ' II CLASS 2 BIT. CONC. DRi�%E ,. co 8"SDR- 5 PVQ CLASS 1 ,� s rn 1 93 II ROOF DRAIN ?'. @ MIN. SL P=0.5%'•, I EXIST, BITUMINOUS DRIVE II m REMOVE kXIST. U-GROUND ELECTRIC , - - LOAM, SEED - N N- I AND REMOVE EXIST. �`_ & MULCH II ' \ \ i (:VNI:. RE IAININ(i WALL - �I \ \ \ \ \9 FILE F ---' (BY OTHERS) 1 - \ LIMIT OF ' '`• • ► ! � - � M \ ` ` 1 440 L.F. 71 a - _ - - �! l LIMIT OF �:} \ \ \ \ \ \REGULATED ACTIVITY, SILTATION , ' _ - 90 - --- --___ s _ % \\ N Ul CN AREA Ft-89.0 1 DARING- , _ - f \ �c \ \ �\ \ \ \ � � ' •' BARRIER � v -- 3'x5' i T -. `EXIS l r o"g , 8 y IF ExKO PLACELEAO I 9 FF HAYBALES \ \ 8\ PUBLIC WORKS I 1, EDGE EXIST, c�� ' MAINTENANCE SAND/GRAVEL JJe - CHMARK o FACILITY AREA ,� / / 1PKNTOP OF CURB ;. (. LIMIT OF f �' �y`/ IELEV.=87.26 REGULATED RE I � ...... o C 00 1 I- WW U) V) W z J 2 U F-- Q r0340 SUU.NAN AVENUE • SOUTH WINOSOR. CT 05074 i TELEPHONE(860) 6442531 CERTIFIED MAIL October 22, 2002 Mr. Joseph J. Perna Town of south Windsor 1540 Sullivan Avenue South Windsor, Cr 06074 Re: App1 #02.60P, TOSW San&Salt Facility We are pleased to advise you that the Planning Depaninax approved your application on October 22, 2002 with modifications for the above referenced application for a Site Plan of Development This approval is for the construction of a sand and salt shed on property located l57 Burgess Road, RR Zone as shown on plans prepared by the Town of Somh Windsor, Job No. 02.804, dated August 30, 2002, as revised. This approval is subject to the following modi6ptions: 1. Prior to commencement ofaaysite work. ameeting mutt beheld with Town Staff. 2. No build ng; permit will be issued -61 the final mylm have been filed in the Town Clerk's offim 3. This application is subject to the conditions ofapprovai ofthe Inland Wetlands Agency/Conservation Commission. 4. An as -built plan is required prior to issuance ofa Certiftnte of Occupancy per Section 8.1.10 ofthe Zoning Regulations. 5. Footing drains Ke required if the building has a basement. 6. A6 plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. The buildiog number mast be included on the final plans. Black and white transparent myiars ofShed 94 with the above modifications, together with three blueprint copies ofthe: rntitt ad ofplana must be submittal to this Commission within 30 days to be stamped and signet The Icum ofappreval ofthis Commission as well as the rnlaod Wetlands Agency/Conservation Commission mug be reproduced on the mylars. After the mylars have been signal by the Commission, they will be returned to you for filing in the Officeof tha Town Clerk. After filing these plans, a copy of the receipt mast be submitted to the planning Department. Sincerely, "" Michele R. Lips, AICP Planning Depumnwt MRTM,+ cc: Town Engineer Chief Building Official Assessor Fire Marshall 0-aln Wesoudz wmzaolt 50' BUILDING LINE 1 • r54O SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE(860) 644.2511 October 25, 2002 - - - Matthew Galligan, Town Manager Hand Delivered Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Appl. H02-64W, Town of South Windsor Minimal impact application, 157 Burgess Road, RR, residential zone Dear Mr. Galligaan: The Inland Wetlands Agency/Conservation Commission, through staff has approved minimum impact application M02-64W - Town of South Windsor, 157 Burgess Road. Inland Wetland/Conservation Commission m;n;mat impact application for the construction of a salt storage shed within the upland review area (Assessor's Map #74, parcel N 16). This approval is subject to the following conditions: 1. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 2. The permit is valid for five years and shall expire on October 25, 2007. It. is the landowners)/applicant(s) reaponsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 3. All additional approvals required must be obtained and submitted prior to any activity on the site. 4. The applicant shall cause notice of the decision to be published in a daily newspaper having a general circulation in the Town. The notice insist be published within taa(10) days of the decLbn. The applicant: mad notify the Planning o>soe of the date of pablicatloa and fa: or mail a copy of the published legal notice. Appeal of this decision may be brought to the Agency within fifteen (15) days after the publication date of the notice. Very truly yours, INLAND WETLANDS AGENCY/ C�V-O��N(�%SEERwV�AATIION COMMISSION Jeffrey H. Folger, Environmental Planner cc: inland Wetland/Conservation Commission Chief Building Official Town Engineer N68'48'26"W 3515.35' I PARCEL #73-2 N/F EMILIO MENDEZ OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 BURGESS GOAD i I - BENCHMARK I TOP OF MON. ELEV.=87,64 LEGEND 7132 TEST BORING LOCATION TEST PIT LOCATION r-y-rwN EDGE OF WOODED AREA 0 SURVEY CONTROL POINT PARCEL #74-1 N/F RUSSELL H. PETERSEI4 NOTES: 1. LOT INFORMATION TAKEN FROM MAP ENTITLED "RECYCLING CENTER BURGESS ROAD", TOWN OF SOUTH WINDSOR, ENGINEERING DEPARTMENT, 1540 SULLIVAN AVENUE, SOUTH WINDSOR, CT 06074, CONTRACT NO. 89-821, DRAWN BY: E.G.E., CHECKED BY: A.B.D., DATE: 11-15-89 REVISED TO 2-9-90, SCALE: 1 "=200', SH _ET 2 OF 9. 2. WETLANDS AS DEPICTED FIELD DELINEATED BY CONNECTICUT ECOSYSTEMS, LLC ON 4/19/02. 3. EXISTING UTILITIES AS DEPICTED ON THE P _AN ARE TAKEN FROM THE BEST AVAILABLE INFORMATION. THE CDNTRACTOR SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455. 4. ANY FIELD CHANGES SHALL HAVE PRIOR ADPROVAL OF THE TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT. 5. BITUMINOUS CONCRETE CLASS 2 PAVEMENT SHALL BE PLACED AS A FLOOR FOR THE BUILDING. 6. CONTOUR LINES ARE AT 1 FOOT INTERVAL`,. 7. TOPOGRAPHY IS BASED ON FIELD SURVEY 8Y THE TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT, SPRING 2002. HORIZONTAL AND VERTICAL CONTROL BASED ON MDC DATUNI. 8. THE CONTRACTOR SHALL INSTALL SAFETY =ENCING AROUND THE PERIMETER OF THE WORK AREA TO PROVIDE FOR PUBLIC SAFETY. 9. THE TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT SHALL REMOVE THE EXISTING CONCRETE BLOCK F'ETAINING WALL PRIOR TO SITE PREPARATION BY THE CONTRACTOR. 10. THE GRAVEL ACCESS DRIVE AS DEPICTED, SHALL BE CONSTRUCTED WITH 6 INCHES OF PROCESSED AGGREGATI__ MATERIAL. REVISIONS NO, DATE DESCRIPTION BY SAND SALT FACILITY 159 URCESS ROAD TOWN OF SOUTH *NDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNEC TICUT 06074 DRAWN BY: J. PERNA DESIGNED BY: J. PERNA CHECKED BY: J. DOOLITTLE DATE: 08-30-02 REVISIONS: SITE PLAN SCALE: 1"=40' SHEET: 4 OF 7 PARCEL #86-12 N/F MARK & ROSA DILORETO, SURV. -- -- -- — S6T52'21'E 3516.87' EXIST. EXIST. DOG UTILITY POLE UT TY POLE POUND Luo \\ 1-------------------- \_-- EXIST.:BITUM:INOUSAD \ \ - _ _ _ -EXIST. I=i \ \ \ � \ SIGN \ _co =� \ \ \ EXIST. POFS _ �s�!!!!e■� ��� o o EXIST. ^- - -� °SIGNS 530 L.F. SILTATION BARRIER \ �j� - - - 96 _ 50' BUILDING LINE \ � ` �_ .. - ,- \ \ 100 1+00 2+90 _ / F ` EXIST. -� \ \ \ \92 - r rt N LEAN-TO�\ `\ ' SEE CROSS SECTIONS96 . Y 1 - - - -98— All fX/ST r I LEAF DISPOSAL \1pp \ \ � — � , GATE I 'A SITE #1 LIMIT OF COVER MATERIAL ":--� RELOCATION AREA - - - TEMPORARY/ / REMOVE TREES IN AREA FOR EXCAVATED REFUSE \ - SOIL OF DISTURBANCE \ ( STOCKPILE - _ �- - - - - -- /-f-------- --- _ -/ --_ EXIST - RAVEL - ----- - - - - -- ----� -- -\_ -- \ \ ---- -- ------ / \ \� SILTATION �00, 1 l_' ' - M TEP-ORARY� \ BARRIER . TOPSOIL i l STOCKPILE `. 1,70 01. \ �\ Ix I LEAF COMPOST / \ \ SITE / 1 I / \ I N68'48'26"W-- •__ 3515.35' PARCEL #73-2 N/F EMILIO MENDEZ OWNER (APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 SAND SALT FACILITY 159 URGESS ROAD TOWN OF SOUTH WINDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: J. PERNA DESIGNED BY: J. PERNA CHECKED BY: J. DOOLITTLE DATE: 08-30-02 REVISIONS: SITE PLAN SCALE: 1"=40' SHEET: 5 OF 7 ANGLE POSTS 5° UPSLOPE FOR STABILITY AND SELF- CLEANING. FILTER I FABRIC �. II I 1. SET POSTS AND EXCAVATE A 6"x6" TRENCH UPSLOPE FROM POSTS. SILT FENCING I 12" MIN. 3. ATTACH FILTER FABRIC TO THE WOODEN POSTS AND EXTEND IT INTO THE TRENCH ``\rl I I -III -III -III -I 1\ II III III I- ��II DII,111 -11i- II COMPACTED BACKFILL I-i F:_� x1l, 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. I CONSTRUCTION OF SYNTHETIC FILTER BARRIER 4'-0" NOT TO SCALE ROUNDED CONCRETE CAP 6" (NOM.) SEAMLESS STEEL PIPE, FILLED WITH CONCRETE & PAINTED "SAFETY YELLOW" BITUMINOUS CONC. PAVEMENT CLASS 1 BUILDING FOUNDATION & CONCRETE WALL 24" DIA. CONCRETE BASE (MAY BE INCORPORATED INTO BUILDING FOUNDATION) BOLLARD DETAIL NOT TO SCALE PROPOSED GRADE PAVEMENT SECTI❑N OR f-LANDSCAPING (SEE PLANS) DEPTH T❑ INVERT VARIES SEE PR❑FILES 6 IN. r t BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATI❑N OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4' STONE. 3'-6" I.D. + 2' 1 12' 12' MIN. 12' I.D. 000000000000000 WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND C❑MPACTED IN 12' LAYERS ,no Af` nTIJ['o\./TC't- ADOMM/17T1 \,JIR I'lJ IJ 1 Flr-F% W 1JG. I"IF F INU V r-.0 NO STONE LARGER THAN 3' SAND BEDDING PLACED AND "-,-COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2', MATERIAL SHALL MEET D.O.T. M2.05 BACKFILL TO SPRINGLINE OF PIPE WITH 3/4' STONE WHEN USING P❑LYTHYLENE OR CPP PIPE S I URNI DRAIN TRENCH DETAIL NOT TO SCALE I\91IICl1 FINISHED GRADE WARNING TAPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS 12"MIN. SAND PRIMARY ELECTRIC SERVICE 2"PVC SCHEDULE 40 UTILITY TRENCH DETAIL NOT TO SCALE BUILDING INTERIOR WALL 1-1 /2" BIT. CONC. CLASS 2 SURFACE COURSE 3" BIT. CONC. CLASS 1 BINDER COURSE n. � I CONCRETE BASE WALL ° 6" PROCESSED AGGREGATE BASE a. COMPACTED GRANULAR SUBGRADE Tyr, 1 w vrr� n, ,, n.r� ♦ .r, a ° o I ur LA TtK - 0 WIN. htCAVLL ° GRADING "A" ° BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE 3" BIT. CONC. BINDER SEEDING SCHEDULE 12" 9„ - R=2" I y8. nI21• .V °O ° OO' .Q. -- a ° 4 -.4 a 4 .° • •° NOTE: TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT PER M 04.01.1 d4 FORM 814A BITUMINOUS CONCRETE LIP CURB SECTION NOT TO SCALE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 870 POUNDS PER ACRE OR 20 POUNDS PER 1,000 SQ. FT. USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOP DRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE REQUIRED TO MAINTAIN A SOIL pH LEVEL BETWEEN pH6-pH7 (SOIL TEST REQUIRED). :��I1►1��i��IX�7��irNT►<K�1�]�:i SEEDING DATES: APRIL 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 1 USE THE FOLLOWING MIXTURE: CREEPING RED FESCUE 50% PERENNIAL RYE GRASS 50% APPLY 1 POUND PER: 1,000 SQ. FT. OR 45 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. TC-LAOnDADV \/Cf�CTA TII�AI /l!�\/CD 1Lnll VI\/"11\I YLVLIr%, WIN VVvL1\ SEEDING DATES: MARCH 1 TO OCTOBER 1 ANNUAL RYE GRASS 100% APPLY 1 POUND PER. 1,000 SQ. FT. OR 45 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. OWNERAPPLICANT APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 SEDIMENTATION AND EROSION CONTROL NARRATIVE PROJECT DESCRIPTION THE PROJECT SITE IS LOCATED AT THE PUBLIC WORKS MAINTENANCE FACILITY WHICH IS ON THE SC UTH SIDE OF BURGESS ROAD. THE SITE IS ALSO THE LOCATION OF THE TOWN'S CLOSED LANDFILL. THE SCOPE OF THE PROJECT INCLUDES THE CONSTRUCTION OF A 10,000 S.F. STORAGE BUILDING W TH RELATED SITE WORK INCLUDING UTILITIES INSTALLATION, EXCAVATING OF MUNICIPAL SOLID WASTE, AND GRADING. THE BUILDING IS NECESSARY TO STORE THE SAND/SALT MIX USED BY THE TOWN FOR WINTER DE-ICING OPERATIONS UNDER COVER, IN ACCORDANCE WITH THE SATE OF CONNECTICUT DEP REGULATIONS. THE PROPOSED BUILDING WILL BE LOCATED IN THE AREA OF THE EXISTING OLD SALT SHED, WHICH WILL BE DEMOLISHED. SUBSURFACE EXPLORATION INDICATES THAT A LAYER OF MUNCIPAL SOLID WASTE LIES BENEATH THE BUILDING FOOTPRINT WHICH MUST BE EXCAVATED FOR CONSTRUCTION OF THE BUILDING FOUNDATION. IT IS ESTIMATED THAT APPROXIMATELY 2300 CUBIC YARDS OF REFUSE MUST BE EXCAVATED WHICH WILL BE REBURIED ONSITE. THE EXCAVATED MATERIAL WILL BE REBURIED IN A DEPRESSED AREA ON THE NORTH SLOPE OF THE EXISTING LANDFILL, APPROXIMATELY 1000 FEET WEST OF THE PROPOSED BUILDING LOCATION. THIS AREA WILL BE OVERLAID WITH 2 FEET OF LOW PERMEABILITY COVER MATERIAL. THE TOP LAYER OF COVER MATERIAL WILL BE 4 INCHES 07 TOPSOIL THAT WILL BE SEEDED AND MULCHED TO GROW GRASS. IT IS ESTIMATED THAT THE EXCAVATION AND REBURIAL OF REFUSE ONSITE WILL TAKE 4 WEEKS. TH- EXPOSED LANDFILL FACE WILL BE COVERED WITH CLEAN FILL OR PLASTIC AT THE END OF EACH DAY. THE EXCAVATED MATERIAL WILL BE SECURELY COVERED WITH 12 INCHES OF COVER MATERIAL OR PLASTIC BY THE END OF EACH DAY TO REDUCE ODORS AND DUST. THE CONSTRUCTION SITE WILL ALSO BE RINGED WITH CONSTRUCTION FENCING TO SEPARATE THE SITE FROM THE TOWN GARAGE WORK AREAS AND THE PUBLIC ROAD. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE BEFORE AND DURING CONSTRUCT ON OF THIS FACILITY. THESE INCLUDE THE INSTALLATION OF SILT FENCE AND HAY BALES AS NEEDED DOWN GRADIENT OF THE CONSTRUCTION AREAS, AND AROUND ANY CATCH BASINS OR LOW POINTS DOWN GRADIENT OF THESE AREAS. WATER AND CALCIUM WILL BE USED TO CONTROL ANY DUST FROM THE SITE. NOTES L EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITY. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS SHALL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITF THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", 2002 AND TOWN REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED /kS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 3. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD IF DEEMED NECESSARY BY THE ENGINEER OR THE AGENTS OF THE TOWN OF SOUTH WINDSOR. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNEF WHICH IS CONSISTFNT WITH THE INTFNT OF THIS PI AN, Al I SII T FFNCING RF'TAINING SFniMFNT Tn A DFPTII OF 19 INCHES OR MORE SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED.�� 5. THE CONTRACTOR SHALL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESONSIBILITY 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 ANY TRANSFER OF THIS RESPONSIBILITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT ('HE LIFE OF THE PROJECT. DUST CONTROL MEASURES SHALL INCLUDE, BUT IS NOT LIMITED TO APPLICATION OF W,\TER ON EXPOSED SOILS AND HAUL ROADS AND THE SPREADING OF CALCIUM CHLORIDE AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR OR IT'S AGENTS ON THE SUBGRADE OR IN OTHER AREAS OF THE PROJECT LINDER CONSTRUCTION FOR THE PURPOSE OF CONTROLLING DUST. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBI,NCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEET NG WITH THE TOWN OF SOUTH WINDSOR STAFF. 2. THE LIMITS OF CLEARING AND BUILDING LAYOUT SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR AS SPECIFIED IN THE CONTRACT DOCUMENTS. 3. INSTALL ALL PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS. 4. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. REMDVE ALL EXISTING STRUCTURES AND UTILITIES AS REQUIRED. ALL CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE SITE AND DISPOSED OF IN AN APPROVED MANNER. 5. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILE WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION CN SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 6. REMOVE AND STOCKPILE EARTH COVER IN AREA OF THE BUILDING EXCAVATION AND IN DESIGNATED AREA OF REFUSE RELOCATION. CUT AND FILL ALL OTHER AREAS TO SUBGRADE. RING SOIL STOCKPILES W TH SILT FENCE IMMEDIATELY AFTER CREATION. 7. RING CONSTRUCTION AREA WITH SAFETY FENCING TO PROTECT THE SITE AND PROVIDE FOR PUI3LIC SAFETY. 8. EXCAVATE THE EXPOSED MUNICIPAL SOLID WASTE IN THE AREA OF THE BUILDING FOOTPRINT AAD DEPOSIT ON SITE IN THE DESIGNATED RELOCATION AREA AS SHOWN ON THE PLANS. GRADE AND COMPACT 'HE REFUSE TO A UNIFORM GRADE CONSISTENT WITH THE PROPOSED CONTOURS. COVER EXCAVATED OR EXPOSED MATERIAL WITH 12 IIVCHGS OF %'iV vGR MATERIAL VR PLASTI I^i BY Tfu"lE GIVD Vf EACfuI YYVRK DAY I V REDUCE VDV tS AIVD DUS I. 9. EXCAVATE TO INSTALL STORM DRAINAGE AND UTILITIES. ANY MUNICIPAL SOILD WASTE ENCOUNTERED SHALL BE DEPOSITED ON SITE IN THE DESIGNATED RELOCATION AREA. 10. FOLLOWING THE GRADING OF THE REFUSE MATERIAL, PLACE A 20 INCH LAYER OF EARTH COVER OVER THE RELOCATION AREA. WHEN EXCAVATION OF ALL MUNCIPAL SOLID WASTE IS COMPLETED AND EARTH COVER PLACED, COVER THE ENTIRE RELOCATION AREA WITH 4 INCHES OF LOAM AND FINE GRADE. PLACE LIME, =ERTILIZER, SEED, AND MULCH AS SPECIFIED IN THE CONTRACT DOCUMENTS. 11. PLACE AND COMPACT GRANULAR FILL AS A FOUNDATION FOR THE BUILDING STRUCTURE AND IN UTILITY TRENCHES TO REPLACE UNSUITABLE MATERIAL. MATERIAL THAT HAS BEEN EXCAVATED AND STOCKPILED AtID IS DETERMINED TO BE SUITABLE BY THE ENGINEER MAY BE REUSED AS FILL MATERIAL. 12. PREPARE SUBGRADE FOR PLACEMENT OF BASE MATERIAL AND PREPARE DISTURBED AREAS FOF LOAMING AND SEEDING. 13. PLACE BASE MATERIAL AND BINDER COURSE OF BITUMINOUS PAVEMENT PER THE CONTRACT DOCUMENTS. 14. CONSTRUCT BUILDING AND OTHER ASSOCIATED STRUCTURES. 15. PLACE TOP COURSE OF BITUMINOUS PAVEMENT INSIDE THE BUILDING AND CONSTRUCT RAMPS 13 ENTRY/EXIT POINTS. 16. AFTER BUILDING CONSTRUCTION IS COMPLETE, LOAM, SEED, AND MULCH ANY DISTURBED AREA. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2003 ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER 2003 OPERATIONS AND MAINTENANCE SCHEDULE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR TEMPORARY AND PERMANENT SEDIMENTATION AND EROSION CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE STORM EVENT OR EXTENDED RAIN OR SNOW CONDITIONS MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL. SHOWN ON THE PLANS, IN ACCORDANCE WITH EPA REGULATIONS AND THE CONNECTICUT GUIDELINES FOR SOIL EI;OSION AND SEDIMENT CONTROL (2002), AS AMENDED. 2. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT. THE MEASURES SHALL BE PROMPTLY REPAIRED AND/OR REPLACE) AS NEEDED. ACCUMULATED SILT SHALL BE REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. 3. CALCIUM CHLORIDE OR WATER SHALL BE SPREAD AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR ON THE SUBGRADE OR IN OTHER AREAS OF THE PROJECT UNDER CONSTRUCTION, FOR THE PURPOSE OF CONTROLLING DUST CONDITIONS. 4. EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SECURELY STABILIZED. AFTER REMOVAL OF STRUCTURES, DISTURBED AREAS SHALL BE REGRADED AND STA131LIZED AS NECESSARY. REVISIONS NO. DATE DESCRIPTION BY SAND SALT FACILITY 15q 11RC�F��� ROAD TOWN OF SOUTH WINDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: DESIGNED BY: CHECKED BY: DATE: J. PERNA J. PERNA J. DOOLITTLE 8-30-02 REVISIONS: SCALE: CONSTRUCTION DETAILS SHEETN.T.S. 6 OF 7 1+50 41 92 92 —100 —80 —60 —40 —20 0 20 40 60 80 100 100 96 92 8 MIN (T P. 6: LO E 2 MIN. 7.voirrni 1 i i I v ( YPIICAI�) 1+00 100 96 92 —100 —80 —60 —40 —20 0 20 40 60 80 100 flut.I Zi 100 96 92 0+50 0+00 E IS I NG G A E / (TYPICAL) MET EXIST. G14ADE 100 EXCAVATE EXIST. COVER MATERIAL TO 1.5' (TYP.) 96 100 96 92 —100 —80 —60 —40 —20 0 20 40 60 80 100 CROSS SECTIONS SCALE: 1 "=40' HORZ. 1 "=4' VERT. LIMIT OF REFUSE 104 100 96 92 EXCAVATION PLAN SCALE: 1 "=20' i 2+ 50 MET EXIST. GRAD 104 100 96 92 —100 —80 —60 —40 —20 0 20 40 60 80 100 104 100 96 92 2+ 00 Q, % M11 '• :1 SL P (T PICAL) tTl _TflI 104 100 96 92 —100 —80 —60 —40 —20 0 20 40 60 80 100 EXCAVATED REFUSE COVER DETAIL N.T.S. STEP A / I /J EXISTING GRADE i i EXCAVATE EXISTING COVER MATERIAL Ir TO 18" BELOW EXISTING GRADE / V STEP B 24"(MIN.) BELOW I PROP. FINISH GRADE J i i PLACE AND COMPACT EXCAVATED REFUSE TO GRADE NOTED / � I STEP C 4"(MIN.) BELOW PROP. FINISH GRADE 20" J i COMPACTED / REFUSE / / PLACE AND GRADE 20"(MIN.) OF COVER MATERIAL TO GRADE NOTED STEP D PROPOSED 4" FINISH GRADE lol COVER MATERIAL J llol COMPACTED / REFUSE i PLACE AND GRADE 4"(MIN.) OF LOAM OVER COVER MATERIAL TO GRADE NOTED, SEED AND MULCH OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 EXCAVATING AND COVERING REFUSE MATERIAL THE CONTRACTOR SHALL FOLLOW THE PROCEDURE OUTLINED BELOW: 1. THE CONTRACTOR SHALL REMOVE AND STOCKPILE EARTH CO\ER IN AREA OF THE BUILDING EXCAVATION OR ALONG EXCAVATED U1LITY TRENCH. SUFFICIENT SETBACK SHALL BE MAINTAINED TO AVOID TRENCH CAVE—IN. THE EXPOSED REFUSE LAYER WILL THEN BE MEASURED TO DETERMINE DEPTH. 2. THE CONTRACTOR SHALL REMOVE AND STOCKPILE EARTH COVER IN DESIGNATED AREA OF REFUSE RELOCATION. SILTATION BARRIER SHALL BE INSTALLED PRIOR TO ANY DISTURBANCE IN THIS AREA. 3. THE CONTRACTOR SHALL THEN EXCAVATE THE EXPOSED REFUSE MATERIAL UNDER THE ENTIRE BUILDING FOOTPRINT AND IN THE UTILITY TRENCHES AND DEPOSIT THE REFUSE ON SITE IN THE DESIGNATED RELOCATION AREA AS SHOWN ON THE PLANS. 4. THE BOTTOM OF THE ACTUAL COMPLETED AND ACCEPTED TRENCH OR BUILDING EXCAVATION WILL THEN BE MEASURED FOR DEPTH AT LOCATIONS TO BE DETERMINED BY THE ENGINEER AND USED TO CALCULATE QUANTITY FOR 'AYMENT. 5. THE CONTRACTOR SHALL GRADE AND COMPACT THE REFUSE TO A UNIFORM GRADE CONSISTENT WITH THE PROPOSED CONTOURS. 6. FOLLOWING THE GRADING OF THE REFUSE MATERIAL, THE CONTRACTOR SHALL PLACE A TWO FOOT EARTH COVER OVER THE ENTIRE AREA (EARTH COVER SHALL MEET THE STATE OF CONNECTICUT DEP SPECIFICATIOt S FOR LANDFILL COVER). THE TOP 4 INCHES SHALL BE LOAM HAVING A UNIFORM GRADE. THIS SHALL BE SEEDED AND MULCHED. NOTE: THE CONSTRUCTION SITE SHALL BE RINGED WITH CONSTRUCTION FENCING TO SEPARATE THE SITE FROM THE TOWN GARAGE WORK AREAS AND PUBLIC ROAD. THE EXPOSED LANDFILL FACE WILL BE COVERED WITH CLEAN FIL_ OR PLASTIC AT THE END OF EACH DAY. THE EXCAVATED MATERIAL WILL BE SECURELY COVERED WITH 12 INCHES OF COVER MATERIAL OR PLASTIC BY THE END OF EACH WORK DAY TO REDUCE ODORS, DUST, ETC. REVISIONS NO. DATE DESCRIPTION BY SAND SALT FACILITY 159 BURGESS ROAD TOWN OF SOUTH WINDSOR CONTRACT N0. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: DESIGNED BY: CHECKED BY. DATE: J. PERNA J. PERNA J. DOOLITTLE 8-30-02 REVISIONS: BURIED REFUSE RELOCATION AS NOTED CROSS SECTIONS SHEET: 7 OF 7