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Plan 89-19P Truck Trailers Site Plan
MAP NO. LOT NO. NAMES & ADDRESSES 81 2 A.F.-Associates 765 Sullivan Avenue 82 3 Charles J. , .Barbara L. & George,J. Gilson 668 Sullivan Avenue 4 Adam & Cecilia Wisniewski .678 .Sullivan ,Avenue 6 �' Charles. H. .Miller `Estate .706 Sullivan Avenue 43 Robert D. Milkre Sullivan:Avenue 72 6 Albert D. Krivickas 165 West Road - 7 Sullivan Avenue Associates :. 201, West Road .8 p H Demetrios Balis 689 Sullivan Avenue 9 Joseph Martin 651 .Sullivan Avenue 10 Sullivan Avenue Associates 201 West Road 12 Norman P. Priest Sullivan Avenue 20 Ruth A. Miller Sullivan Avenue 21 Dorothy E. Krivick Sullivan Avenue 22 Edward F. Havens & Joseph A. Vedovato Sullivan Avenue J SITE DATA Zane GC m Site Area = 2.80Ac. Y Min Lot Area = 15,000.S.F. b1i.n Lot Frontage = 100 FT. rbn Lot Depth = 150 Fr. 50 BL 10 SL 15 RL f ' Exist. building coverage -- 8.5 X D 7 Exist. pavement coverage - 13.77% 4 O Exist. gravel. coverage - 49.74/n SITE Total Exist. Impervious. Coverage - 72.05% •� Prop. building coverage - 10.36%. Prop. pavement coverage - 13.OT`/a Prop. gravel coverage - 48. 18'/0 Total Prop. 1u pervious .Coverage - 71.5 7% fy� Lire Height = 19 FT. Peak Height - 22 Fr. 24 9 IO 12 4 LEGEND -s �•-DIRECTION OF STORM WATER FLAW -_Ss -DIRECTION OF SAN. SEWER FLOW _ sI 2 V lz , l 5 Ir SULLIVAN —_ —— _ —, ''" AVENUE C �1 -.r --i 43 4 3 22 21 20 p n � FJt `•-�•` " {� Windsor s • ;'� `ff��� i 1F..rl �r ' SQ�jtil i`ti r6 SS j & zoning commission ion �� Manning off KEY MAP OWNER — DEVELOPER TRUCK TRAILERS 651 SULLIVAN AVENUE Ar SOUTH WINDSOR, CONNECTICUT t` 289—8285 `'.: L--J�:1 �✓u .J i;t i W PALMBERG & RUSSO ell r�pa LAND SURVEYORS & PROFESSIONAL ENGINEERS 15 BARBER POND ROAD MAP IS COMPILED FROM OTHER•MAPS,`DEED tjMEREBY CEOIFY THAT THIS MAP AND SURVEY WHH11 PRRI�AR0 IN pC ;. ' BLOOMFIELD, CONNECTICUT ENSIGNS AND OTHER SOURCES" OF INFORMATION, ACCORDANCE WIT THE STANDARDS OF A CLASS .,_,.O.O.,,�UgV Y A� b ,fib NOT TO BE CONSTRUED AS AN ACCURATE SURVEY DEFINED IN THE CODE OF PRACTICE FOR STANDARDS O! ACCII#AGE �_ _ �,,`` :e 242-2775 AND SUBJECT TO CHANGES -AS A MORE ACCURATE SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENOII) 01 tea°f6T����� �� BY SCALE DATE SHEET CHECKED N0. . 9 tea•�rlf� ��+ -17 SURVEY MAY DISCLOSE. ? THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. " )-sut=`�1 V , i MATCH MARK . SEE SHEET 3 LOT CORNER COORDINATES SITE DATA 1 I �xS�F I PT# NORTH EAST Zane GC . - - 1 I 1• Sic�A• l to Site Area = 2.80Rc. t 1 370494.74, 647222. 84 Min Lot Area W 15,000.S.F. l y Min Lot Frontage = 100 FT. ! II { 1 2 370489.99 647234.94 IJCm Lot Depth = 150 FT. l f? 7a 8E SEr 1 50 BL l PF-OP C0NC12E77tr i'�-q!3 7n 3 370425.55 647398. 94 10 SL o QE 15 RL ! ` Fx s;~ srF s� N 4 370131.46 647299-46 Exist. building coverage - 8.54% APPPOx- 4AnC ►non/ of Exist. pavement coverage - 13.77'/. t } E�usr DuMPS-I�Zi • 5 369741. 11 647184.42 Exist. gravel coverage - 49.74. 0 \\ Total Exist. Impervious Coverage - 72.05I } 1 CI` 4 6 369760. 72 647130.20 Prop. building coverage - 10.30. . Prop. pavement coverage - 13.OYI. REFERENCE 7 369800.09 647036.92 Prop. gravel coverage -- 48. 1$'/0 "CONNECTICUTI+STATE HIGHWAY DEPARTMENT RIGHT OF WAY 1 } U --- Total Pr ervious Cover e - 71.57% = MAP TOWN OF' SOUTH WINDSOR - EAST WINDSOR HILL - } l � P94? PA2KrNt, 5%LY,rAfJ�C � Eire Height 19 FT. Peak Height = • WAPPING ROAD FROM THE HARTFORD - SPRINGFIELD ROAD �� 22 FT.I }SOUTHEASTERLY ABOUT .12,500 FT. ROUTE NO. 194" m 74� , 1"=40' AUGUST 31, 1933. l } y "PLOT PLAN PROPERTY OF- CREST DEVELOPMENT, INC. NO. 1 } 1 i } } 90 1 651 SULLIVAN AVENUE,` SOUTH WZNDSOR,. CT." rPy MARCH 1971 1"=40' BY P. MARTELLI CIVIL ENGINEER. 90.6 h1� "PROPERTY OF J. WOODCOCK,.. JR. WEST ROAD - SULLIVAN --...... AVENUE SOUTH. WINDSOR - /�i �,� > 0 10-24 84 BY I �••: ;•;:•:r.:.::::::::.::::•:•r»::•: • PARKING SCEDULE " LUCEK ENGINERRING ASSOCIATES INC. l Parking Required n SANITARY, SEWER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH WINDSOR, CT. SULLIVAN AVENUE STA 70�0 to82+0 1 :=:::::::::"::':':":>:: 1 Office - 1 space / 125 sq. ft. AS - BUILT SCALE: AS O 1 --- N TED 5-3--71� BY JAMES S. M G ---� 1 IN ES . l L & ASSOCIATES, INC. } :: : 625 S. F. X 1 space = 5 spaces Is. >: '.:....::.::....................:.. ::.:•:.::: :. v ,n 125 S.F. � / �`=_ :�r��`•z'c��...' �9 Off. .� .� 1 Industrial and Manufacturing - 1 space / 2 employees I ! :: �:;>;::>;;:::;: ;::<•;;•:<:;<•::;::;:>:::: ;.:>:<.::•;:;: 70 >3E rZEMOvEO m� 11 employees X 1 space = 6 spaces 2 emp lyees -LEGEND EXISTING CONTOURS i 1 I ' >``<<>;;>:':? ? >< ::.... pk :: .� 1 Handicap space,.per 25 parking' spaces 7Z> M/9Mf-! 6915r GKAD !4 PROPOSED CONTOURS } ! I Ins:;-:>:;: <•si:::z; >: ? : :<::::= / 141 ! EXISTING SPOT GRADE l } � �::: ::>< ;};>: ;:;:: :' :: :: 11 spaces X 1-handicap = 1 handicap spaces t _ / y 25 spaces 14l.! PROPOSED SPOT DE RA � .G 1 1� 6 EXISTING STORM SEWER ■ 605r.�„��,qt �9 � �,3 �+4008 ' Total spaces required 'l1:parking spaces GCS l ■ FFJvcE t yJ/c.(L�/rcc PROPOSED STORM SOWER „-; � 1 kIF OEME�/o5 &3 kJ5 _ '----== EXISTING SANITARY SEWER Parking Provided_ } i � F SU.C�C..tUAA! I4VG�1 v,E ,q$5cx• _ , PROPOSED SANITARY SEWER /Jf 1 1.6 parking spaces } 1 a es - �! � 1 1 handicap sp c C1 PROPOSED MANHOLE l Tota - ❑• PROPOSED CATCH BASIN. #� \ � I/ �� � - -- `� � 17 , E PROPOSED ELECTRICAL 90 .-_`-- EXISTING WATER I I >$ I } F.�C!5r I ■■ W: PROPOSED WATER I ` S1ZE c'.CC4T/Ah? SO/k 'Eezisi �V E Sec,&48ktr Ct�i r'7}r' C arw_r �SC>l: � O�+E) � PEA qW�� � Gf.�.E[-,G��y SAMyCrCXS p.a r. rrr 1 l ■ \ I i i - _ STAKED FIAYBALES OR SILT FENCE N1 1■ PROPOSED LIGII TI N EAST TP m1 rf=9Dcap / 6. 439 0-10, fill 90 /0,-5Z0:r5, I 10-14" Loam, 10 YR (yellow-red} 2/2 clear boundary 1 - y / gradual. boundary -NOTES l 1OYR � 6 � I I • M � 1 / 14-2� sand loam, 24-36" sand,coarse 10YR 5/3 water at 36" Site is not Located in a flood hazard zone -Panel No. 090036 .006B 4 1 ( I 1 T2 There is o inland we N tlands located on this Lot 1 y TP 0-8" till. • Elevations are-based on M.D. C. Datum ti � � � �� E3-16" clearloam 10 YR 2/2 clear boundary 1 1 Coordinates based on C.G.S. Datum ` � ♦ 16-36"sand. 10-YR 5/3 caater at 36"- A1L drives, proposed es, parking areas, and storm drainage are to be, constructed to R 1 t I Town of South Windsor specifications. }� 1 I ♦ TP #3 1 Contractor to strip and stockpile topsoil, in areas to be disturbed by construction, 0-17" fil.1. top soil. missing kkI 1 � � •1 } \ t `-90 17-26"sand i 1.0 YR 5/6 then `spread on all unpaved areas, disturbed -prior to landscaping: I I _ Any additional sediment erosion control measures deemed necessary by thet:town. during �r construction of-'any site improvement shall-be implemented by the developer. : 1� , / TP �4 ~4 \ /L stone All disturbed areas are to be reseeded. 0-12" fill and processed I % !� /^I r .• ! Location of existing utilities to' be obtained from utility- companies, locations � I 11 � � �., 12-251 r sand 10 YR 5/6 . shown are approximate. Contractor to verify in the field - call before you dig: 1800-922-4455. I - s- .vNE trap) i 1 !I I &n Developer shall meet all requirements ;of the -.fire department, if any,,Handicap parking spaces to` be marked in accordance with the State of Building -Codes and Public Act 83 Connecticut--412 (f). . Any fill should be clean fill, "Clean fill means natural soil, which is inert in terms of Leaching and does not pose a pollution threat to ground or surface water". Clean fill would also exclude any construction debris, blacktop, concrete, or.-- stumps. I } .--,ewsr. 31r ,OrIVE f i } } f ! Construction activities shall be subject to the approval of the Town Engineer:.. 1 1 s1z <-,OCA770N All. outdoor lighting -shall be directed on parking area and shielded from the road and E�UST l,��cc } } � all "abutting properties. ( SEr .C3F_ C4ERn1ED OUT SSMH 77 ::-ea 8-7 j I t Cvf Fr.- P15d Cp-6-$9 ,'7 K'Z CE> 0AffAJ►'5 sY a Ic,e /9 ill N N 1 vfnn 7-5 Ay`98"1,P Ave• _/70 3 l.P, rza 6E SEr 1 Sl�3 " 57`E - - - -90 _ _ - _ _ -- ----,-- off .m I ` ' 7/ SOIL EROSION & SEDIMENT CONTROL PLAN - __ 1I - - - - - ' - - - - - - - - - �- -- -- - - - - - - - - - - - -- �,��>< . 'r'a� Sr s h"„� TOPOGRAPHIC MAP PLOT PLAN OWNER - DEVELOPER Q 4Ct q-f✓lar.r iA TRUCK TRAILERS SULLIVAN AVENUE II 651 SUWVA-N AVENUE s� .2i"S9Alrrg,cy SOUTH WINDSOR, CONNECTICUT s 289--8�85 suer 51ai snrCr.� 6057 55Mw * 5 teFgs,Pl�yly �/�� 77=re.73 R/iQifAirw t _�� W' Q �SDlVry GRAPHIC SCALE ,�- - - - _- _ - _ __ _ -- _ - _ _ _ - _ -__�/sue _ _ - _ � =���� __ � ���'� t ��-°• PALMBERG & RUSSO 2D 0 !p 20 _ 1 ■ � ' s ,����.,. LAND SURVEYORS & PROFESSIONAL ENGINEERS { I HERESY CERTIFY THAT THIS (SAP AND SURVEY WIfA PAEl�A# Fx,sr. c� x `R-� - ``' ;p p 15 BARBER POND ROAD ' *: - sT C(, DIN _ ��� $ No. 048 r BLOOMFIELD, CONNECTICUT 7F= E36,81 ACCORDANCE WITH THE STANDARDS OF A CLASS T1o. 8s91 _ `, - EQ fo ,'`��.'0 DEFINED IN THE CODE OF PRACTICE FOR SURVEY A` re- ' { IN'•FEET } k- gaso+ - - ►. f67ER << �'� 242-2775 STANDARDS pl+ ACCURACY E) ��R_��iRTE�� /� 4° ....s�oa�e SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975j AS AMENDED Sy �T��g ohs'- ;�v,' c°�' eo�gBraNA�£qao?' BY SCALE DATE SHEET CHECKED N0. n 1 inch n 20 St TL=�3.l/a r r®���� s U R� a►4 �'°ipsorera"01 THE CONNECTICUT ASSOCIATION OF LAIyp SURVEYORS, INC - 3 "Ir 5v4k,VAN AV/`A Ue: A_e&x. 8B 65 57.(06, ---- 7 Ap Fnlo • j 1 ti � �� � ?�a • ["oar:cca.�. ccfisssr t ° cross 2-Orr Cosie. ` I .e e�a; f'`�'' ..Es"f�1..t'X�5+� 5•rL?VG TP Ale k CoNIp/qcmA suQ-GRA-VE }}I 1 6 ET Go Qc. PA\/E'ME1J 1' It 1 / AWD LIP GUI~,E,IN 6 11 . t FJUST 60(zC of G2+9v C�n� / No7 Ta' t � • I � ti t 1 7 J s y' /'flUl2 4I��C�LLU7. C!/U'ZG�dL t < <� 1540 SULLIVAN AVENUE SOUTH WINDSOR.CONN.06074 LOT CORNER COORDINATES I r �o:4..co AREA CODE 203/644.2511 � PT# NORTH EAST 1 1 I ! 370494. 74 647222.84 I 26 May 1489william E. grace, Esq. I 2 370489.99 647234.94 479 Buckland Road i t / South Windsor,'CT 06074 � ` - I � re: A 1. ,j { pp 189-19P, Truck Trailers, Site Plan 3 370425.55 647398.94 pF3x•W7 ' I ( ,...,, Southerly side of Sullivan Avenue `' c ) Gentlemen: 4 370131.46 647299.46 ! 9g><o9 / a r7- [= occt/7 U/lI2t�3aO /O[I IZ l y 1y40SULLtvAN AVENUE SOUTH WIND AREA Coot203/64425% 06074 We are pleased to advise that the Planning and Zoning Commission I !., votad an May 23, 19B9 to approve the above-referenced application for a site plan of development in accordance with Drawings 1 6 5 I 5 369741. 11 6471$4.42 dated 3/13/89 (rev, 3/16/89; and 2, 3, 6 4 dated 3/13/89 (rev. I` 5/19/89) prepared by Palmberg and Russo, Project No. 89-003, and I \ May 10, 1989 with the following modifications: ti \ fi 369760. 72 647130.20 ( 1. Prior to commencement of any site work, a meeting must be held with Town Staff, }' \ Joseph Martin a 25 Planatation Road 2. No building permits will be issued until the final mylars. 7 3698Q0.09 647036. 92 - have been flied in the Town Clerk's Office. East Windsor CT 06088, Y 3. This application is subject to the conditions of approval ,} \ RE: Application #B9-19P - Truck Trailers, 651 Sullivan io of the Inland Wetlands Agency/Conservation Commission, { \ Avenue, South Windsor including a bond in the amount of $2,000. l I � Dear Mr. Martin: 4• An as-built plan is required prior to issuance of a Certificate of Occupancy-per Section 4.13.10 of the Zoning At the May B, 1909 Fegulatians. g, the Inland Wetlands ervation Commission approved mwith nmodifications Application e089-19Ps- IWA/CC 5. Footing drains are required if the building has a basement. permit (as I �L 3 construction h sw e tionofanadditi was determined l d ontoanexisting industrialarea)to be a regulated buil the ding 6. A landscape bond in the amount of $5,000 is required and located on the southerly side of Sullivan Avenue, GC zone, according must be submitted prior to filing of mylars. to plans provided by Palmberg 6 Russo, project l89007 dated 3/13/89 LEGEND Nil" +L EME-7-WS 6- U S I ¢ r- sheet 1-5 and revised 3/16-89 and to Include any final revisions. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South ,140^- EXISTING CONTOURS I 5 -_ .---- The following modifications must be adhered to for this permit to be Windsor. valid: - �- PROPOSED CONTOURS I BBx39 r 8. Size of parking spaces should be indicated. gg,Cl3 �ql I. Black and white transparent mylars of sheets ! of 5 1414 EXISTING SPOT GRADE t � with the eon tabove modificationsth two and lthis nt letter pies rt h2,ea3, 5eatlre sat 9. Dumpster should be shown on a concrete pad and screened' . 141.1 PROPOSED SPOT GRADE therof plans, must be submitted to this Commission to be stamped 10. Impervious coverage should be indicated on the Zonis and signed. This must be completed within 65 days of approval table. g EX STORM SEWER I Q /��� cSCX/LJUA/tt �41/EVUE F3;a5xr prior to any construction activity on the site. 11. Additional plantings or other means of lower screening PROPOSED STORM SEWER LA 2. Construction activities shall be subject to the approval of should be placed to ensure proper screening of outdoor I I the Town Engineer. storage. EXISTING SANITARY SEWER 3. The application shall indemnify and hold harmless the Town of 12. Roof drainage for new addition must be addressed. $'-" PROPOSED SANITARY SEWER I South Windsor against any liability which might result from © PROPOSED MANHOLE the proposed operation or use. 13. Sizes•of existing water, sanitary and gas lines must be ' I � { 4. We recommend a bond in the amount of $2000. to be submitted to indicated. PROPOSED CATCH .BASIN I I 1 Planning and Zoning Commission to ensure compliance with the 14• Detail of "Bituminous Concrete Pavement and Lip Curbing" I Erosion and Sedimentation Control Measures. needs clarification. •••••-•-.E PROPOSED ELECTRICAL I i W = I 5. The permit is valid for one year and shall expire on May 8, Black and white transparent mylars of sheet 32 with the above - EXISTING WATER I I i 1990• modifications, together with three blueprint copies of the entire 1 set of plans, must be submitted,.to this Commission within 30 days -W PROPOSED WATER I I I y 6. All approvals required must be obtained and submitted prior to to be stamped and signed. The letter" of approval of this STAKED HAYBALES OR SILT FENCE os era ( any activity on the site. Commission, as well as the Inland Wetlands Agency/Conservation I 7. A contact person shall be identified directly on the plans. Commission, must be reproduced on the mylars. 7ES1' P/T >� I I After,the mylars have been signed by the Commission, they will be t� 8. An additional silt fence is required along the area where the returned to you for filing in the Office of the Town Clerk. '54SI7 SEE tiNE Crqp3 { I existing parking is to removed. After filing these plans, a copy of the receipt must be submitted I to the Planning Department. II �� very truly yours, ( ee x' Very truly yours, } (� PLANNING AND ZONING COMMISSION I 89:C3S 1 . Z 1 John H. Moran, Jr. Chan Ntim(/` �- I (n ` v Inland Wetlands Agency/ Ra and F. Hallowell, Jr. I 4 Conservation Commission Chairman S Sir /pmM cc: J. Lazzetta, Town Engineer I I I Enclosure F. Shaw, Supt. of Pollution Control I I 4 J• Collins, Chief Building Official I 1 cc: Jerry Iazzetta, Town Engineer E. Belleville, Assessor i Marcia Banach, Director of Planning 'W• Lanning, Fire Marshal ( John R. Collins, Chief Building official M. Banach, Planning Director I Raymond Hallowell, Chairman, Planning 8 Zoning Registrar of voters j Palmberg 6 Russo, 15 Barber Pond Road, Bloomfield, CT. Inland Wetlands Agency/Conservation Commission I William E. Grace, Esq., 479 Buckland Road., South Windsor, CT PZC File 06074 Engineer I Applicant RCV, 6-(0-89 P-z C01,4MCN7S h. REV, 5--/9-g9 CAr 3/lo-Q4 S�T AOOEl7 � WE�.G4NOS C.GY��ME'NTs SOIL EROSION & SEDIMENT CONTROL PLAN 1 ` TOPOGRAPHIC MAP PLOT PLAN GRAPHIC SCALE 1 sol< F-,-05J014 4,5E0;iA1* T CoA1rPoe- czN7-!9Cr Fee_cc,,/: OWNER - DEVELOPER 20 o to 20 401 G -Ge<:r S�lMcx�rr ZZ: TRUCK TRAILERS to 651 SULIVIAN AVENUE IN I SOUTH WINDSOR CONNECTICUT i inah a 20 it i � } S 289.--8285 I t 1 '11 r CEff" THAT THIS-MAP AND SURVEY• WERE PREPARED III+ I � ACCORDANCE WITH THE STANDARDS OF A CLASS-RDS SURVEY A� F aOn4*• P A L M B E R G & R U S S 0 E.IEFINED IN THE CODE Of PRACTICE FOR STANDARDS OF ACCURACY Of '�°,�. &�'It O SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AM { os" P tLAND SURVEYORS & PROFESSIONAL ENGINEERS ENDf:D 13Y Io, :a THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ' •P 15 BARBER POND ROAD BLOOMFIELD, CONNECTICUT MATCH MARK SEE SHEET 2 a . o 242-2775 ` °,�� 4a e9g� �H�gin* BY SCALE DATE 2 SHEET ICHE KED NO. 13 0� 'rrrcdtFxd'��t. °b�4°aenaann uo6o°� • r /."-, �' 1J- OFS r . .. - .. - . .. 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I;.:�I C:�../:.�.,:.;.;.,:I I-:.,:.:.I:1.:--..;-)�-=.,-:�- I..-....,-.:I�.I-..I f I-.I.�-7. ........�-.. .I..-.I...----I-..1I-..-..1 I-,,I�..a.1,I.,=-.-.-.=-�I.=-..=.I.I��=-II...=-.. ....I�..I�...-.:I.�....-�.,� FI 0I,..�. -_ I..I-..�I II .. .�.. -�I I--I I..I...-I 1I�i.,..� I-1-1"l..,....,.-...I. M-�-7I�-A-L-... .... p:'."....1.;1 I... -I-II.I. ..-i;....-i. ...(..-/ .--.. ...I I I I.. -.I .'�I 1 e�.� ..II-,.I L�6 I.. L;..�..m.I I..�I.."I... ......... .�I.��-...:..... .-I I...'.. ..-........I*.. ,I;. ......-..I..-*.....'.... ,...:.�..:� .��..-I..-..........:.,;�.:....�:..I..... ..:�I....1 .�.I:...�1:.- i.�:�.1I?...I,.. '- . .' PLANT LIST . . . . . . . . . . - . . . .. . '. -. , . . . ; .. . • onh o c� T`t . sI 7.-0, . _ . l 1, . • ,. • . . --. . t N ;: , . - ... . r.. M°it vet NL7iT . .: .: ., . . MATCH MARK SEE. SHEET '3 ► . . 1 86x s4 t`.� In r� CoM P� T GoM P,4�r�' I�u R N I N # vst 4 2.•4 2.-- / , . - • ... . ;" . l ' _ �f=��iL _ f� o Yr� us � a . . t , �,: . I ,: • 1 ! t `, _ #- Z I - - - i t Z /z PLC, - G=?.I`f T' .fi+t._ .. _... :.. . . . .,... , t W --..-_KL K.�.-Ml La�rl�alla MoUNr�IN ..autz�-{- -' . . ! 7 . • p r p ). • /, 7b 8e,6E ► No va { Glz,�aA�pL.I t f�2._-.2.1 GAL, 17�1 �'#'�Ime . . . t.loqy t�I�.1�r . - _ _ . ® # . I T ,. # .. . . . . . '. } .e ae�z. 1cxAno..r of I N US 't�C .�[�s --P��T 1�=N ��'4!T PIN - fQ.--¢�.. _-f-E '',..._..-.. ... . . .. 1 t ex/Sr. a1MP57rZ _ . . 1 l ; . ._ :. . t �, '` ..�.nn,u ,�,M 1Z4�oOc�pf~.N 1`� z zYz .s � Gvl�tT I N . p i l - .. - _ pJM: " - �k-k�'b 'DEN i�tx.o N P #� . - y 1 . . . . I . s ^ ' `C - 1 " � (> r O . 1 ----. - I �3s �,��rs . .._.. _ . REFERENCE MAPS: - ,� -_. .YNti. �ItJGA� I INaR R �YtNk�- .. 1 - . „ .... "CONNECTICUT STATE HIGF WAY DEPARTMENT RIGHT OF WAY i `' ' 1 � . MAP TOWN OF SOUTH WINDSOR - EAST SJINDSOR HILL ' . . WAPPING ROAD FROM THE HARTFORD - SPRINGFIELD ROAD } I I :SOUTHEASTERLY ABOUT "12,500 FT. ROUTE NO. 194" a 7ek - m . 1"=40' AUGUST 3i, 1933. y I I . f i I - . ;: . "PLOT PLAN PROPERTY OF' CREST DEVELOPMENT, INC. NO. 9© - . { 1 - l - 651f SULLiVAN��AVENUE, SOUTH WINDSOR, CT." 1 t 1 roy ' i ` , f . MARCH 1971 1 -40 BY P. MARTELLI CIVIL ENGINEER. i Pk a va:i C3 ix" tag/ver •" ,E�c ST -- . .t. - yo•a 'Woo© - �: - } t -� - _72___:. ------- �' - PARKING S CEDULE : . PROPERTY OF J. WOODCOCK, JR. WEST ROAD" SULLIVAN � ...- . - .` ' 3Z �31�t l . 1 AVENUE SOUTH WINDSOR,.-CT. " It'-40' 10-24-84 BY /2'X/q1 0#.0. y , I 1 Parlcing Required LUCEK ENGINEERING .ASSOCIATES, INC. I i ;,; PD " Y O R 0 I V AREA 1 1, ' 1 Office - I space / l25 sq. ft. SANITAR SEWER C NST UCTI N SULL VAN A ENUE SOUTH WINDSOR, CT SULLIVAN AVENUE STA 70h0 to82+0" I I 1 �` "" --- tZ b25 S. F. X I s ace = 5 spaces . AS - BUILT SCALE: AS NOTED 5--3-71 BY JATiES S. MINGES t i 1' 4� I255.I. & ASSOCIATES, INC. . . } 4 { ,o� .". Fr ,�vlcJ01NG } { t 9a�o7 �? a I � � Industrial and hianufacl'uring - 1 space / 2 employees .I.�..:�.,...�-�.,.I.I-.....I...I..-...I.,�.I...-....-I..-........I:".I.-.�.,..--I�.I,., ...I..I...I;....I...-�...I.....�1.I...II.......I..-.I...... ..:..I. �-.I'I4 I.,.�........1,..-.-.1..:...1'..I...��..I:....1.-::�.--.I...�.I..I..1:....II.I...1.I-.......,:-.i.1..�.s-..-.,..:.:..,.:-...&..I.:�.I Z-..':.....�.,...-......I.�..I....I....�,I.......-�;...1.i..-.-�...II...:,-,....'.-II.1.....*.1.....:..�..I,i-'I...1,..1�,.." .....,".0�I1.Il...'.:-......I.s-..I...I.�.1. :,.1II..�.:,.,.;'�.,.i ..I�.:..I..-��I-.-.-1.I.:.I.I 1..".�/-I',,.-.P. . l . S I 4 70.X J2�;9#0 °• I . `- I.1 I.I,I�II,.-�(�..RI..1 I.I....Y1..,..',t.I :,.a.,:I�..,..,�,.-.*i;..-...'...�...,.I...�.1.,.I�.,.�Id..."...�::5.:...1��,1.:-,I�.,.I...;a--.E.,.-.I-*�I;.. �C151. �?gVFavrF_i.11' 11 employees X I space = 6 spaces } t I r2ErnovEA 2 emplyees I:...I..-..-.....�I.-I.�.�---..1.�.*:�..,.............I-..�..I:.....I-.�.I...k,.'.:-...I.�-:�...I..--.I....'.-.I'..L,I,I....-I....--.I--..I....I�..I.I....I.1�.-...-.I.I�..,1�.I�.....�1.I..�.�.-I..I-1..1..I..-1.I..-....I�I�I...�....I I....-...I.....II-.-......I..�I.....I-.I I....--...--�-.-I1...I.....I,..,-I.I..,........I.-..I..7�..I....�.......I�.-...IA.....�I..I.�:I I.;.I�I.,-..II.-.-........'�......II..-.-....I..�........ ,...-......I.....I..I...,.I1..I...........I...I...i...1.I..-..I. ...�1.,..I:i.....;:.....,.Z,1�.II`.I-.I.*b�1 1.1.1.�.2.-- .1-1�.IN....I....4,I.t0.*I,..�..-,.�%:...-III....I..W�.I.,1...1:�-�..i I.,I,U.�I;�1-!:_I.-1..`.I.I'.-�.-...I7_�...�...I.�!,...:I.�:.t I....I I..I.I.I..1-..-I.....I..0.....1.1...I.i;-�1.I.I/.......),1.I.*.I..-.....�. ..,!I--.I.....*....I.,..1..r,:.-..�.--...�...1..I.,6...,�.--.II IeI...:.�I;.....-.....�...1.I..1 I t j.-Ii-1.--I�-�-..u.,, I,,..-..,I.I.�.......:...1-I.,....I ..1...,!-1�1.'.d...I,I...:...'.,..lI.:..-1.1..:I.,,.: �.,.".-...-....�I,...�,x..,..,.�..,..,,.4:-�-.I, :.I..:I.�.I 1.";i-d-...--.....,'.I.s.-�:I:�-.:I.�.,I.. 7.�,.�,...".".:.�..II,�-";�r:..,.1�...I,.�-.��i ,I.�.,I,...�!..r.,.1.I�I�.I.��-;,.-.-..-,I..-I.,.-,.1�o w � .. . - i 1,. 7a GE i '. :. . I f - .LEGEND `~ , , � ti -AeEA 7ZD 6E OvF�.c�vED 1 Handy cap space per 25 parking spaces . . ti t1 d -140--- EXISTING CONTOURS ` 1 TD MAC►-I 6u5 �',9z7sC / i1 spaces X 1-handicap = l handicap spaces : _ • - [4�-- PROPOSED CONTOURS ( Z V :,: 25 spaces , TG . 1 II I I I I I41r1 EXISTING SPDT GRADE t . I [41.1 PROPOSED SPOT GRADE j l Total spaces required 11-parking spaces F , l09't - •-- �gooS - ` t -_--- EXi57lNG STORM SEWER E�usr�n�rvt _" 3 �! �-11 > 1, / e . Parking Provided PROPOSED STORM SEWER r i I� Al1F OE�E 'io� 15 I I 1 1 N/F �o4zj,VAA1 AVGUvE AS--OC' 16 arkin s 'aces `. F g P ' _-==== EXISTING SANITARY SEWER �' T' �� I handicap spaces . • } -s"'-'- PROPOSED SANITARY SEWER 1 11�44 I ! Q PROPOSED MANHOLE I A + ; 1" . , . . I / . .I I I7 Total -1-,,-�Z,-----o I-II---�-I- . ` . ❑ PROPOSED CATCH BASIN I I I I I ,, 90 . -E PROPOSED ELEC`fRICAL - I ) - . . . ---._- ; I 1 EXISTING WATER } I d / " ^ty . PROPOSED WATER 4 y � . . os rr rn . STA AY 1 t I I ''• '. ei I I 1 :J . KED H BALES "OR SILT FENCE . �I I ( I I TP nl • j ,� 1 6 1�) E�Cr�,T artj�t.OrsJC� I1 0-10` fill ' i PROPOSED LIGHTIN , I . , - � 4 i �� - yr_ d t, ` • I . � I ® I liC 0O 10 1� loam, iU YR Mello re } 2/2 clear boundar- , . . , . , )� I /� 1�k-2�I" sandy loam, 1DYP. A/6 craduaL boundazy . . . .. I '�! ` 24-36" sand coarse 10YR 5/3 water at 361, . r NOTES � } cxa� P4, Q3 q_ I . . . __ - -_. . f #' , - % . . I - I ` �4 . . Site is not located in a flood hazard zone Panel- No. 090036 006B I I I TP T2 . • . . . - � / _ . There is rvo inland wetlands located on this lot . , I t X1S7% PAr'�+N `ti � f D 8" Ei].3. 64AVEC 7b 19 ,ti �� t 16" loam 1U YR 2/2 c].eax' boundary Elevations are based on M.D.C. Datum .. . . . i ". Grzra} K #` ' a- _ 1 eEJA0VED i� ` ` 16�36 sand, 10 1'R 5/3 wai er at 36 . . Coordinates based on C.G:S. Datum _.[ - I �•• .. . I JEP«CAE 1,ITM . 1. 4 All ro osed drives arkin areas a d form ai a �jCD f1' 3 . , P P P g n s dr. Wage re to be constructed,to 1 I-OAtA o i• y \ ;� - . . . Town' of South Windsor specifications. k ► M . 0-171, -fi-1.1. toI> soii. missi-ng . Contractor to strip and stockpile topsoil in areas to he disturbed b construction,, 4 I I , -• __, 17- 25 sandib0 Yl. 5/ci .. . y ' II. ��� then s read on all un aved areas disturbed" riot to landsca in - - P P P P g• 1• I # . • I ___-_ . . � •,;: I, . . . ,� • my TP. 7#4 Any additional sediment erasion control measures deemed necessary by the" town during . . - . . 1 I' .. . construction of'-any site improvement shall implemented by the developer.er. - i ✓I , . . 0-12" fill anct xacessed P ( :. t_ - a 3 . P stone . ' ,.,1.- 12-25 sand 10 Ylt 5 C� All disturbed areas are to be reseeded. , ; r . . I I "' / • ) 1 11 - . Location of existing utilities to be obtained from unlit com anies locations r .•" . . y P - { f l 1� . shown 'are approximate. Contractor to verify in the field - call before you dig: ( ': s. t,,% - . �1 ' 18oa--922-4455. I �Ka ti I I t y � . II : r Developer shall meet all requirements of the fire department, if any, . Handica arkin s aces to. be marked in accordance with the State of Connecti u .i..I.I",*..�"I I.,.6.i.�I-�.1.-.11.�- `t-1.1�.I...1..'1I..I1. P P g F c t . 1 ! 7/ /S �,��i 1�1 /5 �2 �(i9ti1 c7SCA�/til�a . Building Codes and Public Act 83-412 (f):• 4 � 'I-z7. .cAti145c,aPt-D �S c� 1 R)0bs /y4 y is E>c�ST. I ( Ala Any fill should be clean fill, Cleari fill means natural soil which is inert in { -f4Q1GnrG . • terms of leaching and does not pose a pollution threat to ground or surface water". •: 1 , Clean fill would also exclude any construction debris, blacktop, concrete, or stumps. (�1 I , ,L -- .'� --r-- PJAA . Construction activities shall be subject to the approval of the Town En ineer. 1 • ' 1` g 5 l . All outdoor `l}ghting shall be directed .on parking area and shielded from the road and. 1 • T , cd4:ri/I/� 1fi�T=2 ->I I f C.F . �bi PiDE I 1+. I -.-__-- _ �yJEr all abutting Properties. ` ?a ,CC3E CCF tjef) 007- l•• I y",2-/77 �acr r Sstnr+ E= 84,2a-- . . , 'gin • . • _ 4 '.I' ` e8.87 i - I Cv E- 7�0.30 . 90 . .1 •i JI tt ' ' f - - - - - - 3 -T,, I 6*51r. P c•(.c•0-ItP) �O / :CXj 1.R Tn 13E SEr - (¢.b"P9 ,r CO+�MEl175 r , ._�.' -- ,� - --:. 17&.Zo --. -. _ :� 3 -- - �3" lG1ntEE121rvG CDMn NrS . I ! �� .• . , (jam , s s7 - .. �p ` I NO ' ?` O . rIY�L_�t/a: �nlc I . � ' ' � . , - ,WWx.,c 4rir>V ,Exjsr"ArC'Z MW�N� _ _ :� _ NTING PLAN . / , • APPCOx. A4Xa�,a >=x,�r GAS M ,� P L A - ® : _____ -,7- i -- __ -- . Ec,sue. avr+1r�rvh� M - -- I 1 -�� - OWNER - DEVELOPER t _ , -- = /cJClaf' �i�MW ;�k ` - I -� T©t I\ 1 I Ai�El\ J ' j 7 -B9.yS `" _ �}•<-•--EXIS:. --),g l/.r--i&/ .4!w%, •\ �`'_� // 1 f�VC r A,--17&.�, - - � ,i�` .. 7T_--_� � ��� fi51 SULLIVAN AVENUE •'. 1. ""4' . SULLIVAN AVENUE ► _ ,.:.,. : ,. OUTH WlNDSOR, CON . . . _ - --- a , 8�J-- -- ---- ------ - - _ _._ .--.. __ - - - --- ____ ___ - . I t ral�ST. ��.MH �-- - -• _ ♦- S AIET S/� S�t�T, / 1 - . .._ _. �. __ _ � ; . - - -- - _ - ._ ._ _ __ __ - -r -_ - - --_ _ __ _ .._ . - - - - - - - - -� • J - . -.•- - - .- ---- -- ._ _ ._ .. _ _ .. -. - . - ' . '- �u�='" LAND SURVEYORS 8 PROFESSIONAL ENGINEERS GRAPHIC SCAL-E - . , . l �: �� • . 2° 0 10 20 4o eo - +:' ' LOCI`� 13 r� . i; r � r �' L . I E E bt CaTIFY THAT THIS P1 , „,; r• I _ tAF I�IHI7 SURVEY (I�E� I$l1�/{i�. #.t i� ' .Ck;r� THE STANDAIIDS 01 r H - . . _ RCHITE TURAL M9FI zQ-2 0 5NECT I BL00 ICUT ga.er wIT ,I. ss .Fl.:.>�,.,- sliMil _ • . . r� �t. t5 LANDSCAPE A C !Li) !N TFi£ CODE OF PRACTI F r :T= . CE 0 hIVI7AR{1; OF R[CU 'tl' . f" _,7' SHEET CHECKER N0. . IN - :;;.,.�. ,. 4L rig DESIGN ASSOCIATES; P.C, sr scn� RATE { FEET ) _ ...(, AND .MAPS, ADOPTED DECEMRF it) c • . n _ �- $3 n 1 inch 20 t �'�a r "+l'[�ECT T r' , A S AA'?ci�UL[J ICYA. tC� F 89ct�3 i ICU ASSUCIA.10N, '� 1975 V 03 1f�I .. r,.I,.. I,'�r SIMSBURY, CT 9 S . ' - . . . . . I . . . . . . \ . • 6; . . • . , . , - - 1 ; , . { . . . . .. . . O . . �. . . . . .. .. . ,. I . _ , . I . . ............._ ---_--,-..-_._-.-._-_._.-----................................................._....-._.1 -...._,.._-_._...,................_.,-_....,"-..---'-' , ' I ______ — . . 1. . q NARRATIVE' I PERMANENT VEGETATIVE COVER P V The proposes addition for the Truck Trailors building is-located on the south . side of Sullivan Avenue in South Windsor, Connecticut. Tile site is located•in zone CC, and the lot is 2.8.acres in size. - ri The lot is bounded to the north by-Sullivan Avenue, to the cast by land • ,,c Site Preparation n/f Demetriaus !lairs and to the'south ana west by land nlf Sullivan Avenue . , - Associates,TEMPORARY VEGETATIVE COVER (TV) �. T! E ... --- Gtade as needed and feasible to permit the use of conventional Seeding A 2;22G "gouts feet warehouse is to be constructed along with an extension to : SEEDING equipment for seedbed preparation, seedling, mulch application the driveway. and anchoring, .and maintenance. All grading should be done-in (1} Select a mixture from page of or use mixture recommended b the Soil Conservation Service. Inoculate TFhe s f to is serviced b 1 i . Site Preparation _ accordance with the measure for Land Grading. er, gas, water and electricity '.The public j . y y public sew . — all legume seed with the correct type and amount of sewer gas, and water servicing the site are underground while tiie•.electricity Inoculatt, is above ground. The storm drainage: system has been designed to drain to the 1 *Permanent seeding she!{ be accomplished with one of the following seeding mixtures: Grade as Headed and feasible.to permit the use: of Seedbed Preparation. - equipment for seedbed preparation, seeding, mulch _ (2) Apply seed uniformly by hand, cyclone seeder, drill, . -•oast whet;e there is an existing drainage swale that drains the eiitire site 1 i limestone and fertilizer according presently. Refer to the drainage study for specific details and runoff valves KIND OF AREA application~ and mulch anchoring. All grading'sfiauld be ( ) Apply g to soil tests'-such cult#packer type seeder or hydroseeder (slurry Including far the praposea addittan: - - done In accordance with the measure for Land Grading. : as those offered by the University o€ Connecticut Soi[ seed or fertilizer). Normal seeding depth Is from 1/4 to, . BORROW AREAS, ROADSIDES, DIKES, LEVEES, Install needed erosion control measures such as` Testing Laboratory, Soil sample mallers are available from 1/2 inch. H droseedln s which are mulched may be !eft on' mite ndditiau will begin•upon approval of the site plan ar shortly;thereafter. POND BANKS AND OTHER SLOPES AND BANKS diversions,-grade stabilization structures, sediment the local Cooperative Extension. Service Office. if soil soil surface. , g y sediment control practices and-measures shall be installed at the location de- Seed Mixture lbs Acre Lbs./1,000 S. F. r basins and grassed waterways. testing Is not feasible on small or variable sites, or' 3 Where feasible except w e either signaled on the approved'.-sediment control plan. haybales are to be In the area where tlmlh {s critical, fertilizer may be applied at the ( ) ax pt her that a cuittpacker type of construction at the t4ve of out'And fill slopes prior to any land disturbance. g Y PP seeder or hydroseeder Is used, the seedbed should be firmed ua ba Seedbed Preparation y lcs and all cYoaiott;'-alto.sediment control.practices are to be installed _.. 11 rota of 300 pounds per'acre or 7.5 pounds. par 1.OQ0 'square following seeding operations with a colter, or light drag. :applied and maintained'chi oughout Cite project in accordance with the Connecticut ' Kentucky Bluegrass- 20 .45 Apply limestone and fertilizer according to soil .test - feet using 10-10-10 or equivalent. In.addition, 300 pounds Seeding operations,should be on the contour, Guidelines for soil erasion and sediment control, Creeping Red Fescue 20 .45 recommendations such as those offered by ihe'University of of 38-0--0 per acre or.equivalent.of slow release nitrogen (4) Frost crock seeding can be used. Frost crack seeding must - . Perennial Ryegross _5 •10 Connecticut Sell Testing Laboratory. Soil sam le::mallers are may be used for topdressfng: .Apply ground-limestone be done In late winter or early spring. Suitable weather The first major land disturbance ors the sits will be preparing for the.excavation Total 45 1.00 available from the local Cooperative Extension Service office. (equivalent to 50 percent calcium:plus magnesium oxide) as conditions are freezin nights and thawing do with little of the footings for Che:propoattd addition. -Prior to any excavation, haybales are g g 9 to be installed in'are"o€ construction as deli Hated an the laps. All sediment If sell testing Is not feasible on small or variable sites, or follows: or no snow cover. Seeding rates must be increased $ p Soil Texture Tons AC. LbS�1000 s ft control pi actress arc to be repaired, reltlacQJ and maintained throughout the pro- . where timing !s critical. fertilizer may .be applied-at the rate �_ q 10 percent when usfng this method. jest by the developer`in accordance.to tlhe requirements outlined an the Connecticut LAWNS AND HIGH MAINTENANCE AREAS of 300 pounds per acre 'or 7.5. ounds per 1.000 square feet of Clay,.clay loam and high . 4• 180 5 Hydraulic a 1lcation h roseedin Is a suitable method Guidelines for`soil erosion and sediment coiierol or until all disturbed areas thous P P P P q organic soli ( ) Y PP ( Yd 9)• 10-10-10 or equivalent Apply limestone (equivalent to g for use on Critical areas. When hydroseeding, a seedbed Is became permanently stabilized. 'When the Sediment conef61 practices are completely _ Seed Mixture Lbs Acre Lbs. 1,000 S. F. 50 ercent calcium plus magnesium oxide os'fatiows: Sandy loam, loam, silt loam 3 135 r aced in the conventional way or hand raking to in place, ecavation-for construction shad! begin. The sediment control measures / / P P 9 ) . . P eP Y Y 9 ail Texture a Loamy Sand. Send 2 90 loosen and "month the SOII and to remote surface ~stones and practices implemented prior to the'eXGiYafiipn.should be inspected for repair, Kentucky Bluegrass 20 •¢5 - c. _lhs/1000 s; ft. . _ Refer to county soil survey report for soil textures at the tar er than six inches In diameter. 5to es must be no replacement ana maintenance before .and:,gsa111, .cttn commence: once the concrete Clay, Clay loam and high 3 135 g P walls.have:been poured and the concrete'has„cured sufficiently the back filling and Creeping red fescue 20 .45 site. organic soil steeper than 2 to 1 (2 feet horizontally to 1 foot grading for the proposed:driveway shallt6ii,i armed. Areas to be filled shall be Perennial rash 5 .10 (2) work lime and fertilizer Into the soli as nearly as . �g Sandy loam, loam, silt loam 2 90 vertically}. Lime and fertilizer may be applied stripped of topsoil, vegetation, roots,,rocks,•and othe objectionable material that Total 45 1.00 practical to a depth of 4 incites with. a disc, spring tooth - simultaneous# with~ the seed. The use of fiber mulch on would result in the construction of unsatisfactory fills. . Fill shouid be platted - Loamy sand. sand 1 45 Y harrow or-other suitable equipment. The final harrowing or and compacted in layers not to exceed 811,in depth and shall be free of brush, rubbish, . Refer to.county soil 'survey report for soil textur..es.at the site. Critical areas is not recommended (unless it is used to d[scing operation should be on the genera[ contour. stumps, logs, timber, rocks, building.debris and other objectionable material that Where the soil has been compacted b construction operations . hold straw or hay). Fiber mulch does not provide adequate would result in the. construction of•uneatisfacta Temporary Seeding Rates and Dates P Y P .. Continue tillage until a reasonably uniform, fine seedbed ry fi116. Fill ahauld be places ana tlons, loosen sail to a depth of 2 Inches before;a # n seedbed protection. Batter protection Is gained by using tom s P PP g is prepared. All but clay or silty soils and coarse Sands parted a6 required to prevent erosian� slippage,,'settlement, excess saturation fertilizer lime and seed. straw mulch and holding It with adhesive materials or and other related problems. Frozen malarial shall Hat be used for fill nor shall :;, should be rolled to firrrl the seedbed wherever feasible. SEEDING RATES (pounds) DATE1.3 DEPTH2 . Apply seed uniformly by hond,,.Cyclone;seeder, drirtl, 500 pounds per acre of wood fiber mulch. Seeding rates fill be placed .and'compacted on frozen ground: The fill required for the- construct- - . _ .: (3) Remove from the surface all stones two inches or larger in . SPECIES Per Acre . Per 1,000 S. F. — , (inches) cu[tipacker type seeder or hydroseeder (slurry including an dimension. Remove a!I o s wt a must be Increased 10 percent when hydroseeding. ion of the building shall be placed and::compacted in accordance with local'and state 8/1 10/1 Y ther debris, such a r , . Apply mulch according to the Temporary Mulching measure. requirements and codes.seed and fertilizer}.- Hydroseed#ngs, which include mulch, cable. tree roots, pieces of concrete, clods, lumps or �6� 7 if seedin cannot ba done within the seedin dotes useAnnual ryegrass 40 1.0 3/1 -- 6/15 0.5. may be Left oR soil surfdce. '5eedtng rates must be g 9 the . }, other unsuitable material. ' TFie next step in the construction sequence is. the final. grading of the parking Wren, 1 May be !anted throughout summer if soil is adequate or can be Irrigated. - increased 10 percent when hydroseedin - Temporary Mulching measure to protect the site and delay and ex area areas. upon final/ Y P 9i g g (4) Inspect seedbed just before seeding. if traffic has left p grading,. haybales are to he installed at the base of ,. 2/ Seed at twice the Indicated depth for sandy sods. - Mll(C the soil compacted, the area must be ~stilled 'and firmed as seeding until the next recommended wading period. cut and fill slopes as designated on the approved erasion and sediment control plan. Mulching Following final grading, disturbed nrcas not to be built oil or surfaced with bituminus 3/ The fall seeding dates may be extended 15 days to the coastal towns of New London, Middlesex. above. MAINTENANCE pavement, ar New Haven and Fairfield counties. - See guidelines in the Temporary Mulching measure. gravel the spread with topsot.il and permanently vegetated in accordance Seeding Dates a, Lime according to a sal# test or at o minimum Of eV to the Connecticut Guidelines For soil erosion and sediment Control plan. Temporary 9 �Y soil stabilization procedures are-to apply if exposed areas cannot be permanently Source: U.S. Department of Agriculture. Snit Conservation Service, Storrs, Connecticut five years using a rate of two tons per acre (100 pounds per vegeted cut to the time of year or if final grading is delayed far more than tlhirt Spring seedings usually give the best results. ..Spring seedings s Y y Organic Mulch Materials and Application Rates of all seed mixes with legumes is recommended, howeverf late 1,000 square feet), days after land disturbances have halt6'd. The parking areas are to be surfaced with summer seadings prior to September 1 can be made. When crown b. Where grasses predominate, fertilize according to a soil test or bituminous pavement or gravel ae designated-on the plane, at tits completion o£ final broadcast biennially, 300 pounds of 10-10-10 or equivalent per grading: The construction o£ the proposed addition should be completed prior to tine RATES vetch Is seeded In late summer at l 1 . Ieast 35 percent of the seed surfacing of the parking areas bituminous pavement. MULCHES Per Acre Per 1000 sq.ft. NOTES :should be hard seed (unscarified). The recommended seedling acre (7.5 pounds per 1,000 square ffet). . C. Where legumes predominate, fertilize according to a soil test or . Straw or hay 11 2 — 2 tons 70-90 lbs. Free from weeds and course matter. dates are: , .The erosion`and sediment.control measures implemented throughout the project shall • f . Must be anchored. Spread with April 15 through June 15 broadcast every three years 300 pounds of 0-20-20 or equivalent be maintained after the development of the_site until the disturbed areas have been mulch blower or by hand. . August 15 through September 15 - per acre (7.5 pounds per 1,000 square feet). permanently stabilized and vegetnion has been established. Not until tthc disturbed areas have become permanently stabilized in accordance to the final erosion and sad 1. - With the exception of Crown .vetch, the final seeding date may, imeslt control plan shall any control measures be removed.. Source: Virginia Erosion and Sediment Control Handbook 1980. extended 15 days in the coastal towns of New.London, Middlesex, _ ( . : ) New Haven and Fairfield counties. . . �. . !: . . . y . SEDIMENT BARRIERS ST) ,i l.Setpate and f 2. Staple the Posts , trench.$a 6post Wire t wire mesh 1 trench,set post fencing ' fencing to -+ _ _ , _ _ Angle IO•- downslope.. � 1'i tad post -, . - - - - upilope for ( . . "ability and 1 . . . sett cleaning. i . '` I . . I I I . . . I I I I . . I .._ . . IOfI• j$1 - Straw/Hay Bales — Installation -Requirements �Ih.ttttq '=,,,; . �i,allae „�_ .I.1-I . . ►)t'M-R a •iwst{ 12'atln. 11.7. a• •,,iqi"o liislW..1 Qy,o de oal�yh 12-6 Sheet Flow Applications ,1•p1N Pth , 1�A »nwPi . I I . . I I i:. t' Bales shall be placed In a single row. lengthwise on lilts~ , i, Attach Niter~earls 4. Bactritl the Fabric I to the wire fencing 1 trench and the contour, with ends of adjacent boles tightly TEMPORARY MULCHING (MU) • . and extend ft to cam"�(the I the trench.abutting ana another. , t>tarlted tell. A{I bales shall be either wire--bound or string—tied. Bales shall be installed so that bindings'are oriented t0tla e0 • SOIL "EROSOIN AND SEDIMENT CONTROL NOTES around the sides rather than along the -tops and nap rill bottoms of the bales to prevent deterioration of the ,'„s1ee1=oi1,'1l�=n-1 r`='+ 3�i 1111- p�� a1�.11.ex to a1= I! bindings. _Ih,,it=- -i.1i= g INSTALLATION REQUIREMENTS e Pe and twine ry The barrier shall be entrenched and backfilled. A Bottom of . All soil erosion and sediment control work shelf be done In strict accordance with the - g oraina eway trench shall be excavated the width of.a bale and the • Areas which have been temporarily or permanently seeded shall - r--�----i Connecticut Guidelines for Erosion and Sediment Control including the latest date from lea th a€ the ro osed barrier too minimum depth of be mulched Immediately following seeding. Mulch Anchoring will Drive 4— to 6—inch wooden pegs to within 3 inches of I g P P P Y 9 9• g . 1 I the U.S. Department of Agriculture and the Sol[ Conservation Service. 4 Inches. After the bales are staked and chinked, be used on slopes greater than 3 percent and concentrated.flow the soll surface every 3 feet in all directions. i 1 s the- excavated soli shall be backfilled against the areas such as diversion and waterway channels. Stakes may be driven before or after straw Is spread. I � i n J o a Any additional erosion/sedimentation control deemed necessary by town staff during con— barrier. Backfilf soil shall conform to the,ground Areas which cannot be seeded within the seedling dates should be Secure mulch be stretching twine between pegs #n a t k I struction, shall be installed by the developer. In addition. the developer shall be level on the downhill side and shall be built up to mulched to provide temporary protection to the soil surface' criss—cross—within—a—square pattern. Turn twine 2 or more times around each peg. ELEVATION responsible for the repair/replacement/maintenance of air erosion centre! measures until 4 inches against the uphill side of the barrier. An organic mulch other than wood fiber atone shall be used, and . Point$ 'A' should be hightr 1 I . than point 'B'.all disturbed areas era stabilized to the satisfaction of the town staff. Ideally bales should be placed 10 feet away from toe the area than seeded as soon as seeding dates permit. Chemical Mulches PLwi VIEW _. _. of slope. Mulch shall be used when tree, shrub, and ground cover plantings ' source: U.S. Oeparta>!nt or Agriculture. Soil Conserration.Servlce Storrs . Haybale erosion checks shall be placed as indicated immediately after a cut slope has - Each bale shall be securely anchored by-at least two - do not provide adequate erosion protection. Chemical mulches may be used alone In the following situations: Connecticut. • - been created. Sediment deposits should be periodically removed from the upstream sides stakes or rebars driven through the bale. The first From May 1 to June 15 and September 15 to October 15, provided of haybole check dams. This material Is to be spread and stabilized In areas not, sub— - stake in each bale shall be driven toward the Organic Mulches that they are used on areas with slopes no steeper than 4• to 1 . ` ject to are ion. or to be used as illl in areas which are not subject to erosion, or to previously laid bole to force the bales together. (4 horizontally to 1 vertically), which have been roughened. j Organic mulches may be used in any area whore mulch is be used In .1 leas which are not to be paved or built on. Hay or straw bales are to be Stakes or re—bars shall be driven deep enough Into required, subject to the restrictions noted an page of If rill erosion occurs, another mulch material shalt be applied Placement and ConsLructton of a S nthetit Pilfer Barrier replaced as necessary to provide proper filtering action. Erosion checks are to rams#R the ground to securely anchor the bares: - Immediately. Cur- .. - _ . in place and be maintained to insure efficient siltation control until all areas above the ' The gaps between bales shall be chinked (filled by Organic Mulch Anchoring NOTE:' Chemical mulches may be used to bind other mulches or , erosion checks are stabilized and' vegetation has been,established. wedging) with straw to prevent water from escaping - Y • . between the bales. (Loose straw scattered over the Straw or hay mulch must be. anchored- immediately after with wood fiber In a hydroseeded slurry at any time. area Immediately uphill from a straw bale barrier spreading to prevent wlndblowing. Other organic mulches Manufacturer's recommendations for application of chemical _ - In all areas, removal of trees, bushes and other vegetation as well as disturbance of the tends to increase barrier efficiency). / do not require anchoring, The following methods of mulches shall be followed. . soil Is to lie kept to .on absolute minimum while allowing proper development of the site. In sloping areas where surface flow follows the bale anchoring straw or hay may be used. - During construction, expose as small an area of soil as possible for as short a time as line, perpendicular bale Checks shall be installed at (a) Mulch anchoring "too! _ Mats ' possible. appropriate intervals (100 feet maximum}. ' ,Inspection shall be frequent and repair or This is a tractor—drown Implement designed to punch install In accordance with manufacturer's recommendations The contractor shall notify the town engineer at the begining and end of each step of the replacement shall be made promptly ashneeded . mulch into the soil surface. This method provides MAINTENANCE cnnstruc#ion procedure and shall not proceed with the next step until the town engineer Bare barriers shall be removed when they have served maximum erosion control with straw. it is Iim#led.to . has inspected the work. their usefulness, but not before the upsiope.areas use on slopes no steeper than 3 to 1 (3 horizontally All mulches must be inspected periodically, In particular after . . have been permanently stabilized. to 1 vertically), where equipment can operate safely. rainstorms, to check for rill erosion. Where erosion is observed, -Topsoil Is to be. stripped and stockpiled in amounts necessary to complete finished. grading Machinery shall be operated on the contour. additional mulch should be applied. Net should be, inspected after ' of ail exposed areas requiring topsoil. The stockpiled topsoil is is to be located as indic— rainstorms for dislocation or failure. If washouts or breakage . ated on the plans and temporarily seeded and ringed with haybales to prevent erosion If it . Channel Flow_ Applications (b) Tracking occur, re—install net as necessary after repairing damage to the — is to remain more than 30 days. Apply mulch and drive tracked equipment up and dawn ' slope. Inspections should take place until grasses are firmly Bales shelf be placed in a single row,- lengthwise, slope over entire surface so cleat marks are parallel established. Grosses shall not be considered established until a _ There Is to be no stockpiling of soil within a ten foot limit of adjoining properties. oriented perpendicular to 'the .contour, with ends of to contour. ground cover is achieved which is mature enough to control soil . Any and all fill material Is to free of brush, rubbish, timber, logs, vegetative matter adjacent bales tightly abutting one another. erosion and to survive severe weather conditions. Where mulch is \ and stumps in amounts that will be detrimental to constructing stable fills. The remaining steps for installing a'bale barrier for (c) Liquid mulch binders ' u'sed in conjunction with ornamental plantings, Inspect periodically , '- Maximum side slopes of exposed surfaces of earth to be 3:1 or as otherwise specified by sheet flow applications apply here, .with the; following Application of liquid mulch binders and tackif' throughout the year to determine if mulch- is maintaining coverage of • local authorities. .addition. should be heaviest at edges of areas 9nd at crests of . the soil surface, repair as needed. The barrier shall be extended to such a,length that ridges and banks to prevent windblowtng. The - - All fill areos__sholl be compacted sufficiently for their intended purpose and as required � the bottoms of the end bales are.higher, In elevation remainder of the area should hove binder applied - to reduce slipping, erosion or excess saturation. than the top of the lowest middle bale to assure that ' uniformly. Binders may fie applied after mulch is • ' tlriw half - t - _ sediment laden runoff will flow elther though or . . spread or may be sprayed into the mdIch as It `is ' ,All soil erosion and sediment control operations shall be in lace prior to an grading over the barrier but not around It. being blown onto the soil. Applying straw and binder . 'tat` ' 4rench t. [aearble a-trench 2:�PNce and sate P P P Y 9 9 9 1 operations and Installation of proposed structures or utilities and shall be #eft in lace to ether Is the most effective method. +"-drrp and .he bi11aln2,.,,5lt! tw%,late%lper • - ' - P P P P g width of a straw wire er #.••• i until construction Is completed and/or area Is stabilized. Catch Basin Application width:�f'. e "bale. twine •:i,i b. . b-b-e9 p�z C�wlM�nt7'SThe following typal of binders may be used: ti. I'. Q£a/ 3-/6-84 �N 7' AOt?ED All entrances to the ro act site are to be protected b stone trockin Alt P 1 ,� P Y 9 Pads of ASTM C-33, Bales shall be placed In a square or rectangular Asphalt '$ ,.i r• size no. 2 or 3, or Ct. D..O_T. 2 crushed gravel. The stone tracking pod Is to be main— t= �' .., Ww ' shape around depressed catch basin Inlets. Apply In accordance with CT DOT Standard ` '' '"" r SOIL EROSION' SEDIMENT CONTROL NOTES 8t DETAILS talned at all times during the Construction period. PP Y t r 1..`.;. . Catch basins constructed on sloping areas shall not be Specification Form 812, Spec. 9.4503 Sec(4a). - . c b - . Fill Intended to support buildings, structures, conduits, etc, shall be compacted sari~ led y bales. `ya:! , The areas Immediate! around the catch basin ma S thetiC binders p.eLea - 3 In accordance with local requirements or codes. Y Y be OWNER DEVELOPER compacted shrew✓ •,.•.. J.Wedge loose straw a, Bacarihi and - ,,, excavated slightly to Increase ponding of runoff Chemical binders such as Petroset, Terratack, plan 1.. b.ttrill la +� between bales to co-v.ct the Topsoil is to be stripped and stock lied (n amounts necessary t0 complete finished ___ create . continuous e>cantrd toll . PP rY P wafer around catch basin. Hydro Mulch and Aerospray may be used as 14 barrier: t .s than en the grading of all exposed areas requiring topsoil. The stockpiled topsoil is to be . . The remaining steps for installin a bale barrier for tt;'T .1 * ,. uphill side or J P 9 recommended by the manufacturer to anchor mulch. ;;i. the b.rrier le i E AU fVm�i G.TZ located as designated on the pions and ringed with haybales. Temporary seeding of sheet flow applications apply here. They are useful In residential areas where •"'� .stockpiledtopsoilcompleteddays li0 i, P P P Ys asphalt may be a problem. '-- 1`°'� r..•.,'`.., - f5I SULUVAN AVENUE r Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade � _:. �'•1 'com.`::,. :. : :�� '.- - Maintenance ' ,='•�'' �r=ti� �'= SOUTH WINDSOR CDNNECTICUT is excessively wet, or In a condition that may otherwise be detrimental to proper (d) Mulch nettings _ `"� . h: grading or proposed sodding or seeding. Inspection shall be made after each storm event andI . Install in accordance .with manufacturer's -. 289«-8285 repair or replacement shall be made promptly as recommendations. Headed. � 1'.1*.'A'sr..cc� Cleanout of accumulated sediment behind the ygtPNrrprrr bales !s necessary if 1/2 of the original `height of the bales - <. ,.7 %�r i=i rU�Ny r wwYn4LL, .; i j . �oF EQ PAI.MB�RG & RUSSQ becomes filled In with sediment. �a s'c't f l' � '' 1 1 "am m i•.1 . ..r n !, i , .I,......G\,1Y.wi t.enuum f r2.. . •an wrw ," arw t•+r� aiprrt tarn= q.x r4Q 4 "� . srm�-- _ �'. a LAND SURVEYORS & PROFESSIONAL ENGINEERS 114Y 541LI YO Oe-r&411zopap A• WCuIrWt. atouua 12 - �� i 15 BARBER POND ROAD - _ .l � mot,- - -tt,o-rIrAVt t ------ gas 1t BLOOMFIEL0. CONNECIICUT : _ .,t�� - - ©E'rA l L yoISTaa"ro% . - - - - BALED,HAY Elzoslom I sraimr-wTA'riom GoNTROL DAm �",*-i i p ' 242-2775 _ _ . - t�g,�g�ra.NAL-� a00 .- r - A1.7:S. `.`' mraaaS L, BY SCALE DATE SHEET CHECKED {t10. 11 : �� Al,rs, 313•-09 ;5-Or-s- ��' �•.._. �ov3 . ; . \ - , 'i r - _ .. -- . . .- / _ _.... . _�_.<.