Loading...
HomeMy WebLinkAbout97-33P_SANITARY WASTE DISPOSAL CO. VOLUME REDUCTION FACILITY_NUTMEG ROAD�1 SAIV�TA:.Y VOL�J�//IE REDUC'I'lUl� �O�J'�]H[ �NDSOR, 0. LIST OF DRAWINGS KE:Y MAP T LOCATION SURVEY MAP' .2' PLOT PLAN TOPOGRAPHIC. 3 BUILDING PLAN BUILDING ELEVATIONS EROSION AND .'SEDIMENT 'CO-N,TR.O.L D E T A I LS', 6 MISCELLANEOUS DETAILS 7 -Z, �- ,� LEGEND I N EXISTING CONTOUR NE�yUj pQ. R IV VO 5, f DIRT 4 PROPOSED CONTOUR FILE ji-v IN, \sw WSON APPROXIMATE EDGE OF HA 4 EX.ISTI.NG PAVEMENT . , T% si-.*,INC. W 'PROPOSED EDGE OF:P EMENT "R 500"+/- PROPERTY LINE - UTILITY EASEMENT '. i - t-t:410�tCO' 3 1 NF FENCE. APPROXIMATE.-TREE LINE EXISTING BUILDINGS PROPOSED -BUILDINGS KEY MAP SCALE: 1" = 200' F I LAN N WIND TM _­Ni&T11 E Lj MAY 1997"' Pre -pared. Bv' *. Anchor' Engineering -Services, Inc. 75 Nutmeg Lane Glaslop-bury,-'CT 06033 TEL (860) 633-8770 F'A K� ('860).'. 633 01� K I -r oi ec r iNu. r uL �3 SO pa w XiPK NA I L FOUND \ 'V679.� I TO 08; B5 E T 70'QO A <rti��Ty ON. S'EPTEMBER - 26, . 1996. I R TO : ' 2 )• THIS IS -A. DEPENDANT RE -SURVEY BE SETT ? BM TOP OF / :. 3 )'.,BOUNDARY IS. BASED ON- A-2 -ACCURACY METHODS. MONUMENT. =80.88 t S TQPOGRAPHY IS• BASED ON •T-2 ACCURACY. METHODS. S9° 3 "X3" CONCRETE MON % ! r9 - 4) ' HORIZONTAL. COORDINATES ARE .ASSUMED. BEARINGS . • ' ': HELD FOR' R.O.W. I ,, /1 � �, r3,, ... CL F ARE.:1997 MAGNETIC. MDC .GEODETIC -CONTROL POINTS N4€300 / \ # 66041 AND # '65034';•APPEAR TO HAVE BEEN DESTROYED. /6 5 �OLP \ 74705 ), VERTICAL DATUM I S 'MDC BASED ON MAP ' REFERENCE #1 A`� CONNECT I CUTN/F 747,L I GHT S. POWER - �,�pp �,, �.,� AS " , 6) TH I,S...SURVEY ,17 I S INTENDED TO BE USED FOR SITE VOL '55, P 1.62 _`/3/0 �` `'�. .,,.IMPROVEMENT. . 7 '...100' R..:O. W.' TO -CLAP 441/ • ^, � � �., � ,.�_ ` � +•. •.OVERHEAD RIGHTS VOL.- 55, P .' 16,3 ' STORAGE h� �N S9° �`` UNDERGROUND RIGHTS VOL 15.5, ',P' 257 ENCOACHMENT N \ N 9, 101H MA LEMAP� 8) AREA = -3: 27 ACRES OR. `142, 370 SQUARE FEET ,_-!J ' \ � ,, `� ��• IR TO U 9 ),• NOTE THREE ENCROACHMENTS ON ABUTTERS _ BE SET' 3"X3" CONCRETE MON �O \�`"•''c: FOUND. 3 „X3" CONCRETE MON N/F : FLUSH HELD 0 ' l 1 ., /r////��� �'�4 WHART VOL 205+5 P 241. INC.. .IRON ROD �•� EARTW `.:. ( YELLOW CAP) 1 Ll BERM • � •fi , , � SC � • HELD O 31N R�%1�ORNAME'N7'AI / F \ �� /lj� --'" ~` PAVEMENT N 4 6 0 0 ENCROACHMENT _`, __. _.-41N-5PR[7 •` : -. _ _-_____. �.._ .. _ ____. __ __ __... _._._. __. -- __-_. __`, ,(l P�� Y +,` G�1 . n- ENCR PL ' I BAN F '� 0 I R TO , .�...,_ � / � i�/ ���"� • . •,GRAVEL- ��"•-'•..... �� � gS- 21N c El)BIT T ! ``• 0o O �� / F - TO BE SET ,B TYPE ' CL' ,� ' 4, TF. _ •77.,6:1' ' 3��. p Q S �r F40ti Ln ` 'r. YARD. DRAIN - OVERHANG T ^ o N 6p° ���" y. ��. TCB CB F TY78':34L *. NV = 74.81 F 36;` TF = 77..10/ v �� p ;•- / 2 ''. --' 9,--INV. = 74.30 a > >2 21N 1ru+ErrrAt / .c INV 75.. 66 ': `�°." ^ g PADS FUEL CD Ln I R FOUND N/F PUMP J.P. MONARCH, INC. VOL 561, P 351 ��.„ks<s, I BITUMINOUS } 8 �00 ! CAP u��E�f �t.. PAVEMENT`•. �' ' 33. -•� ',.`''`+.,, °Fi`:f, rof , ,'�". , ,`<v "ti•.:, �,. >'. I R TO GARAGES ��'. �. , �;. ' . BE .SET MAINTENANCE BUILDING �`` P K N Aft �..,� • ''�'� _ a! INE MAP REFERENCES `.� CB TYPE ' C .' ' NANDO V. DEFEO CB T PE CL 1) TOPOGRAPHIC MAP PLOT PLAN FOR FER I i TF = 7F3.07 FF,_ �:Ob TF 78.44 rz1N a INV = 74.77' 15 CPP — NUTMEG ROAD, INV kIN =75.36 •�'� \ SOUTH WINDSOR CONNECTICUT BY— INV = i�4:67 18 RCP PALMBERG & RUSSO DATE 6/9/87 INV UT = 75.24 = i�5'.32 8 RVC OCLF POWER CO. ACROSS THE PROPERTIES OFFICES 3 „X3„ CONCRETE MON 81N' ORNAME L. RN �l A I L . 1635 • .....� , •. ;. if 2) THE CONN. LIGHT &��, !�' !4 OF R I CHARD P. J ONES ET. AL . DATE 8/1 /56 DRAWER #7. �;lg400 � � � ' ., HELD FOR CL R.O.W. MAP # 95 OF SOUTH WINDS 0 R LAND RECORDS _ __— • . � • . .� /r - •-�' '',�. �21N CLP 3) ' PLAN PREPARED FOR WHARTEN WHOLESALERS STRONG ROAD .AT CB TYPE CL' �o� TF = 78.10' _ , ,.I Rill lTr7 i _cni ITN W T Nf7SClR . CC]NNFr.T T Cl1T BY AECON INC. f,� .,,,, ,„ — ter. .1 � n r�Ruk 1r r.fy SUFF IELD, vCT.•. AUGUST+ 1983 - - -- . _ . -- - - - _ ► �.�, ! _ 4y %.,,y`,„,,,� ' INV OUT=73.4tJ • ,. '` artr'.oRN £N7 e� . Ya .`. '• •.,.' .";'.L ..._.•'•'. � � CLP f 4) PYA/MONARCH FOOD -SERVICE NUTMEG ROAD NORTH 29, �• SOUTH W I NDSOR + CONN: - TOPOGRAPH I C. PLAN BY PAVEMENT .� 3S1 r PALMBERG & RUSSO DATE 8/10/81 , , ` t;, yo C'B (BY OTHERS) EN•CROA•CHMENT ' ., CB TYPE .' CL,• TF' = 76. 67 5) MAP: SHOWING PROPERTY OF NUNZ I O CORS I�NO FROM .TF•.= s' o ' : ' �` ` � `� INV I N W _ 72.67 DEED' ..AND AGREEMENTS WITH THE EXECUTORS OF: THECc A INV IN N - 72.27 ESTATE` OF J OSEPH PR.I CE , SOUTH ' W I NDSOR CONI .. c.B TYPE nCL' , �� F INV'. OUT S = 71 47 TO THE BEST OF MY KNOWLEDGE AND SCALE . 1 " = 100' DEC. 1 957 I F •- .f 8, 28: � . INV :IN'=-73.38 ` T f� I BELIEF THIS MAP IS SUBSTANTIALLY IR'TO CORRECT AS NOTED HEREON. .I NY OUT'' 73.18 y? �P1N� •BE ,'SET Q ;` p ORM ROBERT L . SAUN-9 S L.S. #1 7253 OV . , NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARS THE •• ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE NAMED LAND SURVEYOR IP.FLUSH HELD. ;SOT RELEASED FOR CONSTRUCTION Anchor Engineering Services, Inc. 75 Nutmeg Lane Glastonbury, CT 06033 " TEL (860) 633-8770 FAX (860) 633-5971 PROD. ENGINEER S B PROD, MANAGER MMz LOCATION SURVEY MAP ` OFFICE REVIEW �'°',4+'` 'M�F a RLs SANITARY WASTE DISPOSAL CO. T REVISIONS VOLUME REDUCTION FACILITY ✓40.16215 PHONE: (860 )282-0118 �yl�C g�0�++`-----'--- 665 NUTMEG ROAD SOUTH WINDSOR, CT t�`s•• BEN . ®,.A ♦ , PROJECT DATE cACEF SHEET NO. 2 OF 7 1 „=40' 029-01 05/12/97 i i. .-'•i'11'!l i-, Ir.-.�1 ,.,, -.inn Lu, 'i,i �11"I(17 1t.• ,.1� � � I R- To BE SEA 1540 SULLIVAN AVENUE•. • SOUTH WINDSOn, CONN 0607-1 / -A CODE 560 / (144.2511 ' CERTIFIED MAIL S U R V E Y NOTE S Juhe 19,1997 . 1) THIS. SURVEY HAS, BEEN -PREPARED PURSUANT TO THE Lucillekoriha REGULATIONS OF CONNECT I•CUT. STATE AGENCIES Sanitary.Waste Disposal:Cdrttpany 665 Nutmeg Road worth, " SECT I ONS..20-300b=1 THROUGH 2O-300b-20 AND THE South Windsor, CT 016074 "STANDARDS FOR SURVEYS AND MAPS IN THE STATE Dear Ms..Skorin8: OF : CONNECT I CUT ASSOC'I AT I ON OF LAND SURVEYORS, INC. Re: Appl #97-33P, Sahitary Waste Disposal Company = Special Exception and Site Plan of . ON SEPTEMBER - 261. 1.996. Development 2.)'THIS IS A DEPENDANT RE -SURVEY ' WJM/pm :We are pleased to advise�you that the Planning & Z6ning.Co.mmission voted on June 17, 1997 to ISM TOP OF �� I I approve with modifications the above referenced application fora Special Exception to Article 6.1.3.7 t i Rnl imn ARY T S BASEn nN' A-2 ACrLIRA(Y t FTHnns . MONUMENT . -=80. 8B .5' \ . S , Cc: T n engineer of the Zoning. Regulations and Site Plan of Development for the construction of a 6,160 sq. ft. volume TOPOGRAPHY IS BASED ON T-=2 ACCURACY METHODS. q C ief Building Official reduction facilityon property located at.665 Nutmeg Road North, I zone, .as shown on plans prepared 3 "X3 " `COI�ICRE TE • MIviN f f !9 F As essor by Anchor engineering'Services, Inc.; Project 029-01 and revised through May �2, 1997. This HELD' FOR R , O. W. / ' `,, 7;F s erinter;Jer,, of Pollution Control approvalas subject to the'fouowing modlftcatlons;..' 4) 'HORIZONTAL"COORDINATES ARE ASSUMED. BEARINGS ••�� �, Fire Mars�,al N4 80n f , . ;' . �,, � A hor Engineering Services, Inc., 75 Nutmeg Lane, Glastonbury 06033 1: Prior to commencF:ment of any. sjte vrorkr a meeting must tie.held wish Town Staff: ARE 1. 997 MAGNETIC. MDC GEODETIC CONTROL POINTS / :---_._ _ _ _ # 66041 ,.AND # 65034 APPEAR TO HAVE BEEN DESTROYED . pw 2. No building permif will be issued until the. final mylars have been filed in the Town Clerk's office.' j'`. • • •• , ``�' ' ' 3'• An as=builf plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of / fC�,r CLP. �' //`*h cOrliilg Rcy'vw uvilSi /// r /...' per the S') VERT I'CAL DATUM I S MDC BASED ON MAP REFERENCE #1 N/fF 1. �tri / dl, . i 4r r , L , t "`� ...� _ 4. Footina drains are required if the buildino has a basement. CONNECT I CUT. LIGHT & POWER GRAVEL;'` 5. A landscape bond in the amount of $1,000 is required and must be submitted prior to filing of 6) THIS SURVEY IS I NTENDED 'TO . BE USED FOR SITE ROOF DRAINS mylars. IMPROVEMENT. 6. All plans used in tfie field by the developer must bear the stamp and authorized signature -of the ` Town of South Windspr.' 7) 1 OOi R.O.W. TO CL81P �,�, } OVERHEAD RIGHTS VOL 46 . 55, P 163 3 7 Engineering �ommients dated June 7, 1997 must be addressed- to the Town Engineer's STORAGE'• TYPE iv(;' �.. ~ '� :.., r _-- satisfaction UNDERGROUND RIGHTS VOL 155, P 257 ENCOACI•IMENT / �x 4 Y TRENCH DF) CONTAINERS,•_ Iv j PROPOSED TREE(S) / f TF = 78. 133 STORAGE r� ~ � `�' ' r' 8) AREA .= 3.27 ACRES OR 142, 370 SQUARE FEET JUNIPERUS CHINENSIS SPARTAN s INV = 77.03 _ 1c ti SPARTAN JUNIPER / `• •' • (4' - 5' HEIGHT) '� �``�.,� ` _� ` I3 ST ~ 9.) NOTE THREE ENCROACHMENTS ON ABUTTERS - "R OSED 8. The enclosed Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Black and white transparent mylars of Sheet #2 (Plot Plan) with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this 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 within 90 days. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Vert/ truly vonrs, PLANNING & ZONING COMMISSION Walter J. Medy, Acting Chatf�ri� / ,) GRAVL.L . �, �, 2 PROPASED, PAV D-AREA /RAMP �... z 3 X3 CONCRETE MON ,f' ; ,X : BUILDING'' .IFOUND.' �•/`.: 4 � ;' �♦ MH a ;TIPP;ING e INV IN =75.91 -•.. :. " AREA `,� `°�� INV OUT = 75.81 , ; }"` N/F t if '• `E_ r.'�;A;t W4tAAiiIAE I#IfiE I* A! R iAi( _ v.' i\aJ v•✓srvsec.. 11... <vavls �4- sj' ^y. ;. 7)t fl.^P`Tnis rspni s.•i..✓r9.,.. s.•,.QAZ T et/• FLUSH HELD � � a 1 . � CO �'� �,:' � � i � � � �f/%�/�� �\'" ;��, VOL 2�}a. P °��31 4 f 'EAR �' ~` IRON .ROD PROPOSED r',; �~' 4i t '���� BERM ` (YELLOW •CA•!') GRASS AREA •� dq� r ``;� /��/� PROPOSED HELD qRc� jN k 1 S •,, : F, . �>�/ 1 P A R K i N(: C P A f F,C n v -rn or nrunvrn f �. �'.r { °. r ! SEDIMENTARY CONTROL SYSTEM (SCS)-/ '. 'w lu oc. ncmur�ui a, / , , 1 r,I \1 --• ,,,� 'q AND/OR ��• /�f/�/� �"`"`• PAVEMENT ' Nf1600 8 RELOCATE ' ' • �" `� ""- ___ 1? ��' ENCROACHMENT T - i1P0 A;� 0 0 S E D T R E E C S) `: ,, C� `;� f% �" ``� .�.9 S-• J t�.:i r` tJ PR P -� f PROPOSED �� GRAVEL �0 JUNIPERUS CHINENSIS "SPARTAN" t�.. 8I'TfJ f �''�.�� FACILITY SIGN''' SPARTAN JUNIPER <� .\ _,� �. _ / I3 T P_ f�Tw..,� :': _ ! "•.,,•�APPR€�XIMATE I OI a1 ]DU c� �r` �`' •,.. ,3 fJ" (4 - 5 HEIGHT): _ F 77,. 1� ,� �" ELECTRIC 1 9 ``..... `p= t 7 CB `('YPE CL '.! NV-- 74 81 �S '.. l YARD DRAIN PROPOSED GRASS FVERHANG ' f ♦ 26' TF' 77..10 ... ' BANK / SLOPE w SCS !. - �� TF `7€349' •I NV 74 30 ' INV- 75 66 ` ; PROPOSED TREE(S) JUNIPERUS CH INENS I S "SPARTAN" , + - (Nti SPARTAN JUNIPER �. PAD %`` FUEI• ` �'� :. ( 4' - 5' HEIGHT) id/F1 ► �� PUMP >� �`-.` �'�� � `' �r�. s.,P. MONARCHY INC. r� t� , ' ' .. VOL �' 61 P 351 ~ ;�. `� ,� � B I TUM I NOUS • � �• �, } w FILL PAVEMENT �., ,f,4 _ SCALE HOUSE/TRAILER °- CAP �\ �.. '�. -, C� _ :� t _. -_"•' EXISTING BUILDING (3)`�'` � ` !;ti. ;. f \ t i -I R 'TO t �`�,, `, 4} -:�. - GARAGES J`/' ```••,•~-.,�,, MAINTENANCE '" � ��� c> ``•.� ��+ �\• � �,�.,� ; i '�,,� BE SET. BUILDING = ;r_ uP F, "J INV I N 75.34 q EXISTING BUILDING (#2) PROPOSED 8 PVC i• ��� ��4� / ! � �:' � C F3 TYPE ' C ` "•.` �,. / f`. .� CB TYPE ' CL.' "�;,. __ . ) �� TF 75. t�7 FF, , : TF 7k 44 {.t �;r�' a: s INV H_ 74 77 15f`CP.. INV IN =75 3C } ► �� INV - 74 67 18" RyCi' INV UT. - 75.24 r7 _._ , :.. 75.32 8 PVC ��-1 CLP I 13/,:r 00AI.+E Ai` J'I \ ►�..t 1 • fF�. . OFFICES 3 „X3 `• CONCRETE MON HELD FOR L R.O.W. CB TYPE CL ^+ ,� N G DATAVZC'N 1°=..' 7 N 4.30-` -' `�.: �;. /�r,a.RA`�:. ; INV OUT=73 40 „ tin.cnir '\ LOT AREA: 3.27 ACRES��--- ZONE: INDUSTRIAL PAVEMENT `tea';' ,� 3 �''; Er(.RIAC#1MENT `,�. `.' �_ (! ;'7`,�l ' CB (BY.'' OTHERS 3 I I A \/ r\ II III n 1 1 T 1 MA n I r A n r A nr 1 n T. c n M - •• I •� ' .IF 7i. t7 MH/\ 1MUM DU LLUABIL HRE UI- LU 1 : �V /o MAXIMUM IMPERVIOUS COVERAGE: 65% ---- - �`. ,' �} TN'V . I N '' W . 72 . 7 MAXIMUM HEIGHT OF -BUILDING: 40 FEET ' r�.�A", A.M. I'N N' 72.-27. MINIMUM FRONT YARD: 35 FEET CB TYPE CI,, `-',,\'`'` � .I'.NV' •OUT S-'7.1•.47 MINIMUM REAR YARD: 25 FEET h TF- •78.2B•' f ' ' i �. MINIMUM SIDE YARD: 10 FEET INV 'IN =1.a38 ..: ' INV OUT 7',1.8..r ,� IR TO LEGEND m.� •,� �. Pjr�: BE' SET MINIMUM REQUIRED PARKING SPACES: '' , ' , . • '• � .' ' ' •. • LARGER OF:. ONE (1) SPACE PER 700 S.F. OF GROSS FLOOR'•AREA EXISTING.CONTOUR _ - ``' a . ` ORS ` m OR. TWO (2) SPACES PER THREE (3) EMPL.OYEES.' PROPOSED CONTOUR ' w tJ�s, W Lu PLUS: ONE (1) HANDICAP SPACE PER 25 SPACES. cpnr�C R�n11TR�ne 9� CPArFq APPROXIIMATEI'-EDGETOF. JI 1-1V1_•... 1\L. VIV 11)L✓ • r✓v v. r. v,...v • - SPACES PROVIDED: 16 EXISTING PLUS ' 10 PROPOSED: EX I S. I i.ivG P A v �ivlEly 1 TOTAL PROVIDED = 26 SPACES. PROPOSED EDGE �► �-. OF PAVEMENT ; c EXISTING PROPOSED PROPERTY LINE BUILDING #1 11250 S.F. 11250 S.F. U'TIL.ITY EASEMENT I� �p��h BUILDING #2 470 S.F. 470 S.F. ABUT V, NG �111VEPS A��°. NOTES ,i UTILITY LINE (OAS, WATER) G E N E A i V T E S BUILDING #3• 128 S.F. - 128 S.F. BUILDING I 0 S.F. 6160 S.F. SEDIMENTATION CONTROL SYSTEM N/� 4 TOTAL 11848 S.F. 18008 S.F. i� WHARTON WHOLESALERS. INC NO WETLANDS PRESENT. FENCE VOL 2059 P 241 BUILDABLE 70.206 S.F. 70206 S.F. :,.. AREA of LOT APPROXIMATE I E TREE LINE h��,,.t,�,��,�rt>~ ►�/F (B TY E •' CL.' �f A I R 'i0 TO BE SET 19 I R FOUNI TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ROBERT L . SAUND-'RS L.S. #17253 NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARS THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE NAMED LAND SURVEYOR Zr0; G 40' 80, � - SCALE IN FEET NOT RE EASED "'FOR L_C.]NSTRUCT I ON PERCENT OF 17% 26% r Y J.P. MONARCH,, INC� ll11Vl 1/1 l I I� 11IV VI y BUILDABLE AREA.' FIRE HYDRANT (TIP.) .M,D VOL 561, P 35 75 Nutmeg Lane Gfas�onbury, CT 06033 TEL (860) 633-8770 FAX (860) 633-5971 IMPERVIOUS ��Irn� C C1CZn74 C C e�nnnn.^rn n14Y4 rNTLIn s nAn AREA OF LOT ., v.avc r J.1 . rKUrUzitU OUILUINU N/1 E n. r='ROJ. ENGINEER VHV CONNECT I CUT L I GH & POWER.' I� TOTAL LOT 142370 S. F' e 142370 S.F. i i;� ,Y,, , PROD. MANAGER MMZ PLEAT LAN & TOPOGRAPHIC AREA PROPOSED GRASS. AREA VOL 55. P ,��1, M' ? • OFFICE REVIEW MED SANITARY WASTE DISPOSAL CO :� REVISIONS VOLUME REDUCTION FACILITY IMPERVIOUS VER 45�a 60% ' 05/22/97 "! IONF., ° (860) 282-01 18 COVERAGE ro No.16215 ,°'k�ir'{ 06/12/97 e. on ���+ ���o►! �a� 665 NUTMEG ROAD SOUTH '/i INDSOR, CT 06/30/97 POJECI OAT'" C aCALE� 1 " = 40� 029-01 05/12/97 SHEET N0. OF 7L It T 25' 70, CONCRETE PAD MAN r DOOR 79.5 78.70 Lf) . 0 CC) Q LJ X w = O wo W > J O W (EL•EV. =78. 1 5) v � 4' WALL cr- M. o . TURNBUCKLES ON ALL GUYS WIRE. GUYS. 2 PER TREE WOOD STAKES, Z OPP. PER TREE, 3 FbR TREES OVER 8' HT. HOSE CHAFING GUARD 4" MULCH --DO NOT PLACE IN CONTACT WITH BARK 3" SAUCER RIM FOLD -BACK BURLAP OR REMOVE GRASSES FROM TRANSPLANTED SPRUCES DRIVE STAKE INTO UNDISTURBED SOIL BACKFILL W/PLANTING SOIL MIXTURE EROSI i N &I SEDIMENTATION CONTROL N 01 P�­`-­ 'CONSTBUCTION SEOUF(,F 1.• CONSTRUCTION WILL COMMENCE DURING FALL 1997.AND ASE PH� WILL BE COMPLETED IN SPRING 199.8,• WEATHER•PERM'ITTING. 1a INSTALLATION OF THE SILT FENCE AS SHOWN ON THE SITE PLAN. 2. 'EXCAVATION'FOR THE FOUNDATION TO THE BUILDING MAY BEGIN AT THIS TIME. 2. EROSION AND SEDIMENTATI,ON'CONTROL MEASURES SHALL BE- INSTALLED AS SHOWN ON THE PLANS, OR AS DIRECTED BY'THE•..TOWN`PRIOR TO CONSTRUCTION. 3. GONSTRUCTiON OF THE BUILDING FOUNDATION CAN BEGIN DURING THIS PHASE. 3. All EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS -AND Sf EC IFI-CATJONS OF THE "CONNECTICUT GUIDELINES FOR SOILL EROSION AND SEDIMENT -CONTROL" 1. INSPECTION AND MAINTENANCE OF THE SILT FENCE AS NECESSARY SHALL BE DATED 1988, AS AMENDED AND THE TOWN OF -SOUTH WINDSOR REGULATIONS.' UNDERTAKEN. 2. A AND ACCESS AREA 'ROUGH GRADING OF. THE NEW TRUCK RAMP A 1,. AI I CDnCTnAI PnAITDnI nCVT(ICC 1,171 I �'bi7 kl;ATKIT ATAICII nD DCDI- A(`Cfl RV Tl_!C ALL Lnuoluly uulvinuu VGVAVLLJ HALL 'uL :MM1IV IMAIV1_L! VI\ I\LI L-MVLV.. UI. II,IL INSTALLATION OF THE NEW TRENCH DRAIN. CONTRACTOR DURING THE CONSTRUCTION.'PER'IOD-:AS•NECESSARY, OR AS. ORDERED BY ENGINEER, THE OWNER, OR THE -TOWN.', 4. CONSTRUCTI.QN'.•OF STRUCTURAL STEEL AND CONCRETE ITEMS. 5. SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES WILL BE DISPOSED. -1 OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF,THE PLAN. PHASE ll1 6. ADDITIONAL EROSION CONTROL MEASURES•WILL;BE INSTALLED DURING• 1. F.INE GRAD•ING'OF •SITE. THE CONSTRUCTION PERIOD IF DEEMED NECESSARY OR ,REQUIRED BY THE 2. PLACEMENT SUBBASE AND PAVEMENT. ENGINEER, OR THE TOWN. 3. ENCLOSURE OF BUILDING AND CONNECTION OF ROOF DRAINS TO CATCH BASINS. A. INTERIOR WORK ON BUILDING CONTINUES. 7. THE CONTRACTOR WILL BE RESPONSIBLE.•FOR,IMPLEMENTIN'G ALL EROSION AND SEDIMENTATION CONTROL DEVICES AS SHOWN ON THESE PLANS' OR AS ORDERED BY THE ENGINEER. PHASE IV 8. ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED PER "TURF 1. PAVE SITE+:COMPLETE ON -SITE LANDSCAPING AND TURF ESTABLISHMENT. ESTABLISHMENT" SPEC. IN CONNDOT 814,:'AT THE:COMPLETION OF PROJECT. 2. SIGNING 'AND. PAVEMENT MARKINGS COMPLETION. 3. FINISH WORK'ON BUILDING AND INSTALL EQUIPMENT. 9. AREAS OUTSIDE -OF PAVED AREAS, WALKS AND BUILDINGS TO RECEIVE 4" TOPSOIL. A. REMOVE AND PROPERLY DISPOSE OF SEDIMENT CONTROL DEVICES. 5. COMPLETE CONTRACT PUNCH 'LIST AND CLOSE-OUT CONTRACT. 10. THE FOLLOWING DATES FOR SEEDING .SHALL BE USED: SPRING: APR IL 15 TO UNE ' 15 '..POTENTIAL . FALL: AUGUST 15 TO SEPTEMBEFi 15, ' - ERQSIQ�! AND SEDIMENT CONTROL PROBLEMS AND REMEDIATION TECHNIQUES .. SWEEPING.EQUIP:MENT SHALL BE USED AS NEEDED TO COLLECT ANY MATERIALS 11. THE FOLLOWING GRASS SEED MIXTURES SHALL, BE APPLIED AT A RATE' THAT ACCUMULATE ON THE.ROAD OR THE PAVED SITE AREAS. NO LESS THAN 100 lbs. PER ACRE: LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT OR OVEREXCAVATE LEDGE TO 18" BELOW ROOTBALL AND BACKFILL WITH TOPSOIL EVERGREEN TREE PLANTING 42'HIGH WIRE FENCE BACKING FOR'STANDARD SILT FENCE . 10' MAX. 1O' MAX. 14 GA. MIN. 6'x6' MAX. MESH SPACING (SEE NOTE 2) SELF-SUPPORTING SILT FENCE FABRIC' ATTACHED TO WIRE FENC (SEE NOTE NO.2) Vx2' WOOD STAKE (MIN. LENGTH: 3'-6') I `. • � ` �' i � s ---- - ---- � 'Ir- FINISH GRAD .�I000 in 1 FINISH GRADE ( FLOW _ '� iv lit z=o,=.�r_ = _rir_= _ - �;ur_=ur�•ar�=•,�r_= _ - . yr_.=a_ �� '-„rr,�ar= = r_,sr==tii_-r�r_i'� � _ur_=ar=,or==ui�= RECOMPACTEO- � WIRE .FENCE TO cX7END EXTEND 6'OF FABRIC- 6' INTO TRENCH BELOW GROUND ELEV!1�TOiv SECTION NOTES .. C1ItvI.C1U!''I IJINSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER. PHYSICAL' PROPERTY. TEST METHOD $EGUIREMEN=iz 2.)SILT FENCE.SUBJECT TO HEAVY LOADS'SHALL BE GRAB TENSILE STRENGTH. (Ibs.) ASTM D 4632-86 ?10 REINFORCED WITH FARM FENCING & STEEL POSTS (0.5 POUNDS STEEL / LIN. FT.)' THE ,MINIMUM POST LENGTH SHALL BE 5'-0'. ELONGATION '(%) ASTM D•4633-86 20 3.) SILT FENCE FABRIC SHALL BE A PERVIOUS' SHEET OF WOVEN SILT RETENTION EFFICIENCY (%) VTM-51,-79 ' 75 PROPYLENE ,NYLON ,POLYESTER OR POLYETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER PERMEABILITY COEFFICIENT (cm/tO ASTM D 4491-85 0.02 AS CONFORMING TO THE FOLLOWING REOUIREMENTSL• S 1 L 1-- f= s -E N: PROPORT I ON- MINIMUM MINI MUM " SPECIES BY WEIGHT, PURITY GERMINATION (POUNDS) (PERCENT) (PERCENT) -KENTUCKY BLUEGRASS 20 85 75 (POA PRATENSIS) CREEPING RED FESCUE 50 98' .85, (FESTUCA REBRA) K-31 TALL FESCUE SCALE (FESTUCA ARUNDINACEA 20 98 85' VAR. KENTUCKY 31) ; PERENNEAL RYEGRASS (LOLIUM PERENNE) •5• •98 90 ' ALS I KE CLOVER .50' MIN 5 96 85 • � � • • •� • (TRIFOLIUM HYBRIDUM) EXISTING PAVED Co. 12. TEMPORARY GRASS SEEDING. IF NECESSARY, SHALL BE PERENNIAL RYE GRASS (LOL I UM PERENNE) APPLIED AT A' RATE -OF 1.00 . 1 bs. PER,. ACRE. 13. STOCKPILES OF SOIL SHALL BE SURROUNDED -BY A SILT FOCE . :.. 50'' OF BITUMINOUS CONCRETE • _ - ♦=r r.r� �r ry r �^r t.r� r'� •.ir r•, a r�r a A I LNU Ut' to I J I 1 Nli I'AVtU AKtA PLAN o" oonrrccrn Anr+orr%A-rr WRAP. FfLTER FABRIC o f RUI�GJJGI/ HVVr�GVii I G AROUND GRATE- 0 BALED HAY OR STRAW J EX.IS'TING PAVED AREA EXISTING , •.-;---.._ ---------------- GRAVEL' II III I I• �' , .. ,. .--..-___ f • • 1 FLOW F'Lbw �_FILTER FABRIC . S E C T I O N 2.�'2,x 3',LONG: STAKES OR•.DEBARS' (2 PER'BAL'EJ " a % -TRACK" --------------- �"- RoN WEDG£ LOOSE -STRAW BETWEEN'BALES TO BALES TO BE oCREATE,-.A CONTINUOUS BUTTED TOGETHER' BARRIER. 1 NOT RELEASED FOR CONSTRUCTION Anchor Engineering Services, Inc. PLAN 75 Nutmeg Lane Glastonbury, CT 06033 TEL (860) 633-8770 FAX (860) 633-5971 tl s • r , I 1'-- A- r--\ . / 1 I 1 A• I i"" �; '/-N A ' T /" *; • I I A 'I' K 1 L U U 1\11�� �. �, �. IN `4_UAU �',�vPROD. ENGINEER MMZ �;�� �,,-�¢ PROJ. MANAGER MMZ EROSION AND SEDIMENT • CONTROL DETAILS OFFICE REVIEW rviEDASANITARY VVI�Ti:. DISPOSAL Jt-OSAt CO. �0% No. 162.1 0�� c Y 410. '"F•�cENSE�•(+'� REVISIONS _ VOLUME REDUCTION FACILITY _ PHONE: (860) 282-01 18 p� 665 NUTMEG ROAD SOUTH WINDSOR, CT PROJECT DATfr GALE+ 029-01 05/12/97 SHEET NO. 6 OF 7 N.T.S. AI ELEV. 92.15 .1 ELEV. 78.15 1'— 0" ' — 45 PARALLEL TO TOP OF WING 2" x 2." BEVELS �. 0 D v- D ' FINISHED FLOOR ELEV. 88. 15 2" COVER (TYP .) 1 6 // D : "� . PERVIOUS STRUCTURE 1 I #6@10" LL BACKF IL D I .O. IL D 0 #6 @ 1 0 " 4 ,/' D • // L, A A Q O 0 , ELEV'. • 74'. 5 #5 INSIDE HOOK GRAVEL BASE 3" GIVER #5 @ 12" . . r g/ RE TA I N I NG"' W A L L S E- CI I `ON ' N.T.S. ; NOTE: FINAL CONCRETE DIMENSIONS .SIZZE AND SPACING• OF- REINFORCING STEEL TO -BE DETERMINED'. c .E SEE PLANS FOR': 0 SURFACE •'TREAT•MENT SECTION BOLLARD %aulyll H\i I LU JUUVI\MUL. I TU'M I NOUS BAS I TUM I NOUS - BAS =L APPROX. BLOCK — DIMENSIONS 2' 3' :AST IRON RATED COVER ELEV. = 78.13 J" PVC 3UTLET PIPE SURFACE -- -- INV OUT 77.00 8" DIA. PVC i I ''OUTLET PIPE i-• OF TRENCH DRAIN & H 8" PVC OUTLET PIPE (Ih OF• • TRENCH DRAIN CAST IRON TRENCH BOX PLAN SECTION A -A CONCRETE BLOCK DETAIL nr 1.1 A 1 1 uulvlrNI. 1 GU JUDUr mur— TRENCH DRAIN. DETAILS, . . � ..: � . ,• • ,• •. � . �:..• ..�. � • . .. �' ;' • � � ..' � •. � � • ' . SHDALLTBEDMARKERD DAMSTORM COVER" COVER " 8" MIN. .��II 3/ _O" w r I da tL.tV. = 0U. 10 PRE -CAST CONCRETE BLOCK �. ': _ PLAN. - SECTION c—c WALL SECTION N.T.s. STORM MANHOLE..DETAILS • v v WH I TE' SANITARY WASTE DISPOSAL CO. BACKGROUND VOLUME REDUCTION FACILITY Phone (860) 282-0118 Open: Mon -Fri; X:00 AM to X:00 PM Sat; X:00 AM to X:00 l (Except Holidays) NO LIQUID OR HAZARDOUS WASTES ACCEPTED Use' restricted to parties with approval of the Owner. Call for information and access requirements. Safety procedures strictly enforced see scale operator. 30 GROUND ELEVATION 1 L� L 1 ' —6 " REDUCER 2/_0// RISER 2 / _0 // BASE 8 " DIA PVC (INV OUT= 75. 81 �— BLUE NOTES: 1. GEOTECHN I CAL ANALYSIS FOR FOUNDATION REQUIRED. LETTERING PAVEMENT SECTION WHERE APPLICABLE 2. STRUCTURAL DESIGN FOR BUILDING TO BE DETERMINED. �-- BLACK 3. FLOOR SLAB REINFORCEMENT AND BASE TO BE DETERMINED. LETTERING 4. ROOF DRAINAGE AND OTHER APPURTANANCES TO BE DETERMINED. A'DDDfIVCn ~' '. •' NU" `-" BACK•F ILL / // 1 — 0 w 5 . SEE SITE PLAN FOR ADDITIONAL ELEVATION AND DRAINAGE INFORMATION. > 6. REFER TO CONNDITIONS OF LOCAL AND STATE APPROVALS, _. NOT DETERMINED AS OF THE DATE OF THIS PLAN. • tL 7. NOT VALID WITHOUT ORIGINAL STAMP 81 SIGNATURE OF ENGINEER. NOTE: SIGN SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD. BACK BRACING TO BE PROVIDE IN "X" PATTERN EXACT WORDING MAY VARY FACILITY SIGN BITUMAINOUS PAVEMENT 1• \/5'.rl\111\m••. rll I. rl.,r, I.,n i! 11.1�1/ 1A 1i 11. 1-.� � � - •1 4 " X 4 " PRE SURE SAND © TREATED WOOD BEDDING I z 8" PVC 3;" CRUSHED PIPE STONE. z:1 0-1 . , . . ,LO ag o;.;,,• NOT RELEASED FOR CONSTRUCTION N Anchor Engineering Services. Inc. 75 Nutmeg Lane Glastonbury, CT 06033 No. 16215 C®ram r TEL (860) 633—$770 FAX (860) 633-5971 PROJ. ENGINEER DAG PROJ. MANAGER MMZ MISCELLANEOUS DETAILS DRA-I N TRENCH�'DETAIL. OFFICE REVIEW MED SANITARY WASTE DISPOSAL CO. 8PVC 'STORM .- REVISLONS VOLUME REDUCTION FACILITY 05/22/017 _ PHONE; (860) 282-0118 _06/12/97 -- 665 NUTMEG ROAD SOUTH WINDSOR, CT PROJECT DATE F CALEn 029-01 05/12/97 SHEET NO. 7 OF 7 N.T.S.