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HomeMy WebLinkAboutPlan 89-18P Capitol Steel Site Plan r�. groin O�CSOUth Wtr&40-c `Torun wcsoutA `&Uaot . �1U O V +�• 1540 SULLIVAN AVENUE• SOUTH WINDSOR.CONN.00074 1540 SULLIVAN AVENUE • SOUTH WINOSOR.CONN.06074 - Q' AREA CODE 203/644•2511 '••root + AREA CODE 203/644.25tt QW � � OW October 18, 1988 .. y, w 16 March 1989 Mr. Guy Burns -2- .16 March 1989 s 75.5 Guy Burns v together t ee b e blueprint copies f the entire Capitol Steel ;- P.PO.ottSEv PROF/GE- S. The permit if valid for one year and shall expire October 18, • Mr. Guy'Surns modifications, with three lu pr p a o t s ent r not of plans, must be submitted to this Commission within 30 days 121, Connectiput Avenue 121 Connecticut Avenue to be stamped and signed. The letters of approval of this 75O South Windsor, CT 06074 Z 1989. Y •• South Windsor, CT 06074 Commission, as-well, as the Inland Wetlands Agency/Conservation 6�, All approvals Yegntred must be obtained and submitted-prior to Commission, moat be reproduced on the mylara. any activity on the site. ALs Application l88-70P - Capitol Steel res Appl.489-18P, Capitol Steel Site Plan After the mylars have been signed by the Commission, they will be 7•S!5 7. We recommend tv Planning & Zoning that additional planting and returned to you for filing in the Office of the Town Clerk within EX/ST/Nl i�.40F/GE Dear sirs screening be provided on the site. ! ,,,• ., 90 days. After filing these plena, a copy of the receipt'must be x Gentlemens submitted to the Planning Department. ..�--•- ^^"" We are pleased to notify you that the Planning and Zoning i g P 7.�/O At the October 17,1988 meeting, the Inland Netlands Commission voted on March 14, 1989 to approve the above--_, very truly yours, Agency/Conservation Commiasion approved with modifications referenced site plan of development in accordance with Drawings l -.s. Application l88.70P - IWA/CC permt for the construction of a and 2 of 2 dated 6/17/98 (revised 3/6/89) prepared by Ed Lally PLANNING AND ZONING COMMISSION addition to an existing industrialbuilding located on the westerly ery trul ours, and As6ociates, Inc., and with the following modificationss 73.J''- side of 121 Connecticut Avenue, IP zone. - I• iJ�f��� •/% SECT/ /� /� �j r� 1. Prior to commencement of any site work, a meeting must he• /�+ fts;�is f ( G D/ �/ +'-! f^'7 The following modifications must be adhered to for this permit to � • held with.Town Staff. Ra�jmond F. Hallowell, Jr. be validt - Jahn M. Moran, Jr., Ch an Chairman 2. No building permits will be issued until the final mylara 1 Three (3) blueprint copies of the approved map with all have.been filed in the Town Clerk's Office. ccs J. Iazzetta, Town Engineer modifications be submitted to the IWA/CC within 65 days forJr'/� P. Shaw, Supt. of Pollution Control review prior to any construction activity on the site. Enolasuxd 3. This application is subject to the conditions of approval J. Collins, Chief Building Official of the Inland Wetlands Agency/Conservation Commission, E. Belleville, Assessor 2. Construction activities shall be subject to the approval of sae A.B. Davies, Deputy Town Engineer including a bond in the amount of $2,000. W. Lanning, Fire Marshal the Town-Engineer. Marcia Banach, D1rootaz of Planning M. Banach, Planning Director ,iahn R, Collins, Chief Building official 4. An as-built plan is required prior to issuance of a Registrar of Voters 3:' The application shall indemnify and hold.harmless the Town'of Michael Gantiok, Direotor of Public Works Certificate of Occupancy per Section 4.13.10 of the Zoning Inland Wetlands Agency/Conservation Commission South Windsor against any liability which might result from Raymond Hallowell, Chairman, Planning & Zoning Regulations. PZC File the proposed operation or use. ✓Engineer 5. A landscape bond in the amount of $5,000 is required and Applicant 4. - We recommend a bond in the amount $2000. to he submitted to must be submitted prior to filing of mylara to ensure the Planning and Zoning Commission.to ensug)rif k aEnc with compliance with original- plans. the Erasion and Sedimentation Control Heas C1lV 6. All plans used in the field by the developer must bear the OCT a 2 1988 stamp and authorized signature of the Town of South Windsor. CAPITOLSTEZi � h 7. Chain link fence is to be relocated inside the property OF IIAP.Trottn INC p �(1Q boundary so that landscaping is visible. Fence cannot be EX♦ C•6. � .r located within drainage iwales and/or detention areas. NO ZONING VIOLATIONS IF BUILDING ERECTED AS SHOWN. T f 75•.36 �y Black and white transparent mylara of Sheet 41 with the above_ /5'0OUT T3.20 ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF DURING THE CONSTRUCTION OF ANY SITE IMPROVEMENTS, SHALL BE IMPLEMENTED BY THE DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE 1� CONTROLONSIBLE MEASURESOR THE UNTIL A4LNDISTURBEDEAREASREAVECBEENT OF ALL STABILIZEDREQUIRED �i9�G/ANQ � C•B. /y/�•-• E..��� D '� ,T��I�S � �/�`��?��� •� � THE SATISFACTION OF THE STAFF. , ❑ T=73.72 � / �Y�i".dfzle �iq.;a6/�9if�Q, /! � � � ALL CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THE TOWN OF SOUTH 7-- WINDSOR STANDARDS AND CONNECTICUT DOT FORM 813. . .1?0',r-W1t 4T_ Q.P.D.PV /rY FAYO.P E / �`-`7s_ `-r/�Y.E'STE•E' / t� � t O.c Coo/TaL __ _ __Et�GE v.fv,?�cav� nor / �` BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "RESUBDIVISION OF LAND cSTEEL O.c �. X S�/ECP W C�R'/j / I t PROPERTY OF A.I. SAVIN '& -HARTFORD JEWISH FEDERATION SO. WINDSOR H.4�PTF0 'L7 i `- FLA2EO �NQ /$�`•�3.52�' - �hIST/N6 FEs/7►LL� - '/ + E CONN. PALMBERG & RUSSO LAND SURVEYORS & PROFESSIONAL ENGINEERS 522 .E-XisT�1,S IX f ?6-- �. .�1 M rN ---7,z _ } COTTAGE GROVE ROAD BLObMFIELD, CONNECTIUCT SCALE 1" 100` DATE x .5 .E--_•.^ 12719-80 REV. 9-5-85 LOT 27 ADDED" `75\2 I1 , � x73./0 + I ���68' - � � '`1L iS' ,( r✓ his- �;,Pc3T�7G X ry.la 3 \ LE A 74i1../O 2 7 7 7 _ _ ---- 't1 3'OMAPT.� 7S ,/ � � �, � - �- ���... THERE ARE NO LOADING DOCKS PROPOSED. ALL LOADING TO BE INTERNAL: \\ 7y; .6. 75,1 ' EX/ST�it/GFE/uCE . ^ r3 , �s/ ` .�`��✓f�, oU1 4 �• Jf THERE IS NO PROPOSED OUT DOOR STORAGE OF EQUIPMENT OR MATERIALS PROPOSED 1 1 s� - >•s s 3 THE ARE - TRAILERS IN y ..............................................................:......... 7 '` F FLAT BED.�''�':�:��.......::.•:::.•......::•::.:•:...:::::::.:•::..- S.2 f'+^ R THE STORAGE p ...........................::::::::::::::::::::::::::................ � T EXCEPT FO TO BE RELUCATEO r\ l i �► ::�'..�;•f•.• •.••....: � G FOR THIS SITE \ 1 �\ A INDICATED. 0 O 9 rJ 7 8 0 S 3• � .v A 7y '! ro. \ v ' ESTABL/SN 1/L'l� T1!/E CO1/E.P �� �5 ::::::.:•. .•::::•:::.•:. ::. :......................... ??'?'r ::•::•:::.•:::.•:.•.•:.•::::..................... h ASSOCIATES ETA \ � N TOPOGRAPHY TAKEN IN FIELD BY ED LALLY AND z x O EXISTING � W --___.. . CODIRECTION O1/ER E/V N•C! E.4 ,4 PE A � : �:��::.::�:��:�:=:�:;�•>::•::•:: •:�i:•:•�.�: �.�.�.�:.�::.�.::::::::::::.......... /� .�s� • . .:. . ....... ,o N G EL OF HARTFORD INC.INC AT THE DI OET- T/O R S .4 \ 0 :. ....... ?-;:•:•y"' ,'•'�'G�?:::;::,;:•;'•::•::;:;' ;::•;:c:::::;•;:: osT �h AND BY STAFF OF CAPITOL STEEL , c I I :•;�-,,;.. BEO,} 4 OF ED LALLY AND ASSOCIATES. Q Q �:��i��i`:;:;:;i:::�i�i�����:�>:��:�'i'i i�c:::`'';:;;:;:::::::::;:;:;::?:'� ?�:�>�i� >:�i::=:<:c::�:�': �'��:s:•`:�':�Sa� �c �i::�r:`:;:: :::':: i�`'t•'•c�ic�i�:�:�'�>:�c�='�� �i`�'i�:'•:�'�i�'�`:�:��c�c�r�i�:�:%�:%; C C .da �y d' . 1 W ✓ Nrf / �. 1 Q :.........:•.•:::::::.:•._.•::•:•>::•: :. .:•:•:.•::•:.....•....: PACES TQ 41E MARKED WITH 4 WIDE HIGHWAY PAINT. a 7` SED 'PARKING S ! a v o Q !z 3.B 9 w L Z ! •X, P l STO n nr ? + 7 I a ro / o t ,. I � ♦ :: :;: AND :�•' rr REGUL ATE INLAND a ! O .��.•• at � CATED ENTIRE LY WITHIN ti :;•:.. THIS SITE IS LO 3 .�B :: :: w cc L •7 TO CAPITOL 73 7 1 I986 ;�+t: �i'['"�ti'St�t';'�':,::.•r::::: I� T ISSUED ON MARCH 9 �0 K /.. 0 W TLANDS. PERMIT , ! E i s;� Q J h _ sib? h 4 •��� 1l ORIGINAL SITE PLAN. �+!� •••.••• INC. FOR OR G �_��••• 3 STEEL R I ; � t t •I O J e cIrF:'� 00 T. INLAND WETLANDS -I- � OFFICIAL 7 D RELINE TIONS FROM THE / .�: WETLAN A GIEA Ys . ....................:. n r WINDSOR". 3 ;:::•: �:�:�::�.`•::•:•}:•::•: :•}:•r::{•:i TOWN OF SOUTH ( I L� Z � To .� � � C, AND WATERCOURSES MAP OF THE TO f} E t t A l / Ei'lOt�ED :: : .... 4M. �.?' �G s' �/ ` , G. 4iALK A` \1 , h 1 A 9fit 1 la N � b' •:tier.•: T/ x �:c• �is F �} T. D/S S � C NC I �x �� t o ,�75.5 X rs s. .• \ v ) cy e , ,3.9 ems- /� - _ ' • 76.87 ; .ri=75.z0 a \\ \ Zr IN •�r.f ---�► v .3 R tt I 1 .. G17A CoNC. /O RRO.00SE� cSPACES 'Q \`\ N \\ ` \ ` F\ ' �� i Z�ppLE (1UMPSTER �w7 /O� /qp• U• 2 \� ,, '`, ' I.P. ZONE ' O ` 0�1© J C ki \ V 'REQUIRED SUBMITTED \�ja�:�' J ` ��� ~--• \� I p\' .� �� ?iREA. = 20.000 SO. FT 139,426 SQ. FT. ` h1�' 7y \ ■ r \ �-- --�- t II LOT WIDTH T 100 FEET 218+ FEET I 1 .�„•„ -� ` Il �.,^ (by �i7 75.52 ` e _.,. 8 �? LOT DEPTH 150 FEET 625+ FEET 11 �f� 751.1s2 "' 7 ( " x \ Q MAX. STORIES �ra- - 7y$ _� 7y7 �� r ?8 ��� `, HEIGHT - 40 FEET 31+ FEET 25'P�P/Y.4TE D.P D./t! �� - -�z - cisrnv� ��ivc E- - _ _ _`1 V W 7S" - - / aY��u8' S� HRO. COV£RAGE = 5 5 F •53 9. TOTAL T ^�--- �✓�- 75 227 7 F 1� a _ ? 240 FEE- //YF.41/O�P OF \ � �?�I. FRONT YARD 50 FEET 121 FEET (o \ SIDE YARD = 10 FEET 29 FEET / 54 FEET ABRA�/.4NJ /. SAY/i1/ \ f r5.91 - r ' -76 -- �� PARKING - 1.500 SQ. FT�125 = 12 SPACES 32 SPACES ' r -+7&;0v - ---�, 6RAI0E SW.44E \ ._ . r' (11 38 EMP. - 2 = /9 SPACES � tt� - \ `` BUILDING USE REINFORCING AND STRUCTURAL STEEL \)) EX/ST/NG BU/LD//YG `'� x 7Y•ts i FABRICATION /• 7SZe • 9558 „, L/M/T /!tl,GAN,9 WETGA/✓05 IN -N -47 ..a� 1 4 ca yPq�r,�a SUBC,eyoE � ��>i'd�d l�J S!GNNi�F*U R' LEGEND, 1voTE: 1eEr►�ovE EX/ST,�6 G2Av�� AN© SHEET 1 S7-O/vE .5'(lRFi9CES Fi�O/"1 / `` /2"/�/.✓. x�18.8 EXISTING SPOT GRADE r• , ��,:;,� r^ R=�, W PROPOSED SPOT GRADE PLOT PLAN AND TOPOGRAPHIC PLAN - � 8• PVC SCR 35 fl (71 'i EXISTING CONTOUR LLr\ J ��;. ll e G/o��- PROPOSED CONTOUR REVISION TO A SITE PLAN \ --•------ EXISTING STORM SYSTEM F e"�'T'^ s' SILT FENCE ,IrlRllrl +I-Rill1 MAI WIN ILI/' i.:l+Sl'R,'li uFHI PRl PREPARED FOR •.ww••we..•.•sa.•• PROPOSED t�� L'DH N4f44+� r•uril +r,uun.as,r uflit lus A-R.41 rill, .r aL.VP,4 is - .BA/V.�I?U/1/ ri/�'AVEL O OSED ROOF DRAIN �•, ,R;,.....c�,� of aoNN� 3 29.87 /gPPlPCvAL LET'TEIt S of 4t, istlF Af'HI rlrFl+ml.,FrKi,rill F,r �r.�ar,.iarr.. Co�J�'AcrED QQ �Q r U+ Nd,Yul.,lfRl/1\i.\71?Lil, .il+,„Il,lr.>rF.IRtR:,/ CAPITOL STEEL OFF HARTFORD 70 7ANUAR DENS/rY. _ �•����'"` C'``!�'+ *�` *• iA `=��► 3'/J��9 RELOCATE PRO FENCE i.�i�trultnxlrin .,.:.�Flrnrrfsvl.cill,+.•.,llt.�n APISH S EXISTING FENCE : �+ .t O •w t •� a R,t �'_r - ,• � � 3 G•89 RE-1//S/ONS�i %H�ev 97 SOUTH ST. WEST HARTFORD, CT 08110 2•10.89 6,e4DIA16,P,n�PK//VG • - D'��:`�D.' '7dL �••'a + t a •4�. ,� /•//-89 PROP, ADD.,PAiP�irV6, I�'DOFDRH//t!, P1/9/t/T�/t/GS � T E L.# (2 0 3) 7 2 4-0 2 8 5 ,� , �, _ No. 1`rl! andass=ates f LOT 27 CONNECTICUT AVE. SOUTH WINDS-OR, CT ==►� �,��;••.• %�t�Af4tSTLQ�O TOW./Y Ca/�.�'fE/vTS OF 9.8• S 8 ti 203 688WN1 13} MEW r DATE REVISION 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095 SCALE:1" = 40' JUNE 17. 1988 N JOSEPH MERRITT d CO- �" 87-00342 I i Placement and Construction of a Synthetic Filter Barrier EROSION AND SEDIMENTATION CONTROL PLAN !,y 1 -t REFERENCE IS MADE TO THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT . D DETAlt_ OF CURB INLET CONTROL" (1985), AS AMMENDED, AND TO THE TOWN HIGHWAY ENGINEERING STANDARDS AND TAJL CURB TYPE SPECIFICATIONS. THE GUIDELINES ARE OBTAINABLE FROM THE CONNECTICUT COUNCIL,ON PLAIN! SCALE 3"c1'-011 ,, SOIL AND WATER CONSERVATION, STATE OFFICE BUILDING, HARTFORD, CONNECTICUT, 06106, } I I• IO• fi 1. Set posts and 1; AND SHOULD BE USED .AS A REFERENCE IN CONSTRUCTING THE EROSION AND SEDIMENT. p 2. Staple the I ! 3 '�• '' Posts excavate a 6"X6" CONTROLS INDICATED ON THESE PLANS. I PITCH}r�PERFT. � Wire -.-•� i wire mesh NG C�.41�/D A.B�POGt/iV 1 1 I I I R.k: ' trench, set post fencing '!i; fencing to H .. .. .HAY OR STRAW HALE EROSION CHECKS ARE TO BE INSTALLED AT THE BASE OF THE ' i - Angle 10o ; downslope. Et end post. INDICATED SLOPES WHEREVER THE HEIGHT OF THE DISTURBED SLOPE EXCEEDS EIGHT FEET PEa OSS.SL�As a _ . _.. __ _ __w_ __- upslope for ' _ f r AND AT ALL OTHER LOCATIONS AS INDICATED ON PLANS. HAY HALES SHALL ALSO BE STAKED -] ' f stability and , I ~ -�------- - TOP OF GRATE �48ARS4• self cleaning. i s! AT ALL CATCH BASINS WHERE SEDIMENT MAY ENTER THE CATCH BASIN OR AS DIRECTED BY N�F ,/EFFiY MARG �X T/�+ <� C C/i:'!3 c u 7- Tr r i C�•! , --- n ' THE TOWN ENGINEER. HAY BALE EROSION CHECKS SHALL ALWAYS BE PLACED.IMMEDIATELY A 1 1DQo1' AFTER A CUT SLOPE HAS BEEN GRADED AND BEFORE A FILL SLOPE HAS BEEN CREATED. JACQUES A � :;� s• ! DEPOSITS OF SEDIMENT AND SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM J__I =-lq=Nl;ttle ��. �11-rii=Ilk ( ,: -111= ► SIDE OF THE EROSION CHECKS. THIS 'MATERIAL IS TO BE SPREAD AND STABILIZED IN =US=II!"11! '' �- " 1'1- AREAS NOT SUBJECT fi0 EROSION, OR TO BE USED AS FILL IN AREAS WHICH, ARE NOT fully TdI min. �tu� 11i1�1ua To Be USED WHEN CURB INLET 1s CONSTRUCTED WHERE T7O tislol►1_1' �`t th '�IIlII»1` I_ul SUBJECT TO EROSION, OR TO BE USED AS FILL IN AREAS WHICH ARE NOT TO HE PAVED OR cINc OF ANY TYPE EJctsTs DR►s PROPOSED. 'r,`Ir_i 5 p w tlly�11►3 BUILT ON. HAY OR STRAW BALES ARE TO BE REPLACED AS NECESSARY TO PROVIDE PROBER FILTERING ACTION. EROSION CHECKS ARE TO REMAIN IN PLACE AND BE MAINTAINED TO V ` r I PITCH,4i'PERFT i t• f INSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE EROSION CHECKS ARE r , flSSOG/NTF.I� flssoF/�9TE%} ,q�n �'/F �q�U�S'S'�/�' ; N/ �'7",F +�- - � __ R.kd Filter 3. Attach filter fabric -4. Backfiil the .Tc'ei•"/.SN N }• I •� STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. .3Ui4DErS `���E.rE,e a 'FY�'v l"xf n01; '.�T/, .1, ¢ fabric to the wire fencing ! trench and . . . Q v �„ - and extend it to compact the R ..RIP-RAP AS SPECIFIED I5 TO BE INSTALLED AT THESE POINTS AS ENERGY � ' ,`1 r� . f DISSIPATION STRUCTURES. THE RIP-RAP IS TO BE INSTALLED BEFORE THE OUTLET i [ 3 s'-A• CROSS S•�As a ! 4 BARS 4-0•LONG . ! the trench. excavated soil. _ ,� PER CROSS sECTION 1• I STRUCTURES ARE ACTIVATED, AND ALL ADJACENT AREAS ARE TO BE IMMEDIATELY SEEDED IF PLAN TOpOFGFtATE � � ' ' ` III IN SEASON, OR THE SOIL IS TO BE STABILIZED BY OTHER METHODS. THIS MAY REQUIRE _ • : 4_ _ I 1 V� ', 3�wHMCAY104BAat`N t3 WrN comcw.TE PAVEMENT L S. - ' Co acted I Il SODDING OR MULCHING OR OTHER MEASURES A5 DEFINED IN THE "GUIDELINES" v THE W S4gPE YJ:HE TOP SURiACE SHALL BE ' p +•-,-C. i�"t »� �' CHANGEOTOM\TGHApJ04i9GP/bEMENr. � = >ti S BaCkfill j. I" . .SYNTHETIC FILTER BARRIER FENCE A5 SPECIFIED IS• TO BE INSTALLED AT ALL ALTaaNaTE CONSTRUCTION WITH FULL TO BE USED wHEN CU70 wn cr IS CONsrRUCTEo wA LINE or w!!t=t1} II,� )}I� 1 = !I 1!!;!1.;;,!7,;I = a LOCATIONS AS INDICATED ON THE PLANS TO INTERCEPT SILT AND SEDIMENT BEFORE IT PLAN CoNCACrEaRBM,DOfttW CONCRETE waB�.OA STONE It _19. ��=►tf; "' � REACHES THE DRAINAGE SYSTEM, b CURB BACK m Iz;USED AT LOCATIONS CURBNG,8 WGH }` }a rl -+� p!:n!. _IH a/U WETLANDS OR WATER COURSE. DEPOSITS OF SEDIMENT AND TC3 ji�/1'" !'=w./.SSG/t� \ \ , -••✓ 1 _ ADJACENT TOF.XISIING DA PROPOSED t 1t1«�11=' !!I"III1 /�nK \ CURB. 4orws4-a•LONG lti�,�lw�ri_til !I}_!',i!_ SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE FENCE. THIS OF SGUTH yflr'GJ7Ci'C b . 'L r 7Y' r-tip' r-8 ,)'• 2• ^• 10 " I00 1 ' r w• r _y) !R- MATERIAL IS TO BE SPREAD AND STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR TO BE 11Yi.•Vr7S02 �N/'�i` \ __.I MI ,:� 'J �:- - FEJ.CA 555E T };io DETA1.3 OF CURB MET � �- USED AS FILL IN AREAS WHICH ARE NOT SUBJECT TO EROSION, OR TO BE USED Al FILL ZN a \'"� ---•• - i ---- - E . A� AREAS WHICH ARE NOT TO BE PAVED OR BUILT ON. THE FENCE IS TO BE REPLACED AS -�- _- _ Bottom of'. y a y s s CL/SS•A•CONCRETE w �� . ..,�. ��P6tXGV1PLACEOR Drainageway NECESSARY TO PROVIDE PROPER FILTERING ACTION. THE FENCE IS TO REMAIN IN PLACE Q 3 i ,z -• - y- :, CI 3I Ir; + _ ,s I } 1�,i$PRECAISTCONCRETE UNIT. AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE 3�e , • I' 3?� ,a a _ - a + `J -.4.._ I FENCE IS STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. ' �. �,• v I I ti 1a. 1 2._ 1 1.• Ito , y�, t w MPOAAA DEPTH UNLESSSPECF IV//'- .<-UleTGZ \ /V m \ \ 0ThEACALLY ORDERED I t 1• t• ! ,'I. \ 1 JTNve 1,'E UNDER TRAY- J /Q1 8 .E \ \ ^I r {.t}w fl'wAr 1•_Th'.*IDEA UN- I L. �fC07- 'F_-•2S' D I TRW -ED AREAS 0'-3� THE INSTALLATION AND MAINTENANCE OF ROAD AND UTILITY RELATED EROSION CONTROLS �� ��� SHALL BE THE RESPONSIBILITY OF THE ROAD CONTRACTOR. fu•��-='1x_ a - �-'- I ELEVATIONS IN ALL AREAS, REMOVAL OF TREES, BUSHES AND OTHER VEGETATION AS WELL AS a• T? Tsi ,;t K b TL�te ZOA9 D• ; I Points A should be higher DISTURBANCE OF THE SOIL IS TO BE KEPT TO AN ABSOLUTE MINIMUM WHILE ALLOWING Points! , I than point B PROPER DEVELOPMENT OF THE SITE. N/F EG/pycp,4U,G I �4 E DRAWAGE OPEJ�WGSIN4 WILLS ; FLAN VIEW 0 / n' AT OR LN%=ATELY ABGYE THIS J 1 C/JD(141VO �\ �I" G,T� ELEVATION. I DURING CONSTRUCTION, EXPOSE AS SMALL AN AREA OF SOIL AS POSSIBLE FOR AS SHORT A -- wj a - ------ TIME AS POSSIBLE. / o w AFTER CONSTRUCTION, GRADE, RESPREAD TOPSOIL AND STABILIZE SAIL BY SEEDING AND 11MCK,CLASS•A•CONcaETE } MULCHING SO A5 TO PREVENT EROSION. i Y1� m }t tINSAWYSOLS APPLY DAMP- MA OKAY CONC^£TE UNITS L YY i Y PROOFING ON 4 WALLS. WW.RE 6RKK OR MASONRY Placement and Construction of a Straw Bale Barrier /1//jam tr;•%/'%FOif'1) / J`� //!•/ ��' �I CONCRETE UNITS ARE USED, THE CONTRACTOR SHALL NOTIFY THE TOWN ENGINEER AT THE BEGINNING AND END OF EACH ,T/-•,' /SH FEDF2/�7101V CCRFELLING WILL BE PER- t T�/ MITTE0 MA.YMUM CORBEL•TO straw bale STEP OF THE CONSTRUCTION PROCEDURE AND SHALL NOT PROCEED WITH THE NEXT STEP UNTIL Z \ BE 3•tNO PROJECTION SHALL THE TOWN ENGINEER HAS INSPECTED THE WORK. ExTENO INSIDE OF LIMITS :.;:`:. «" :?{: :;,:aj►:._-` A.' :, _ - ;;,::._: ,: A.:..1.: -i;...;:.:.:.-;.;.' NOTEDByv v. stake � '::' % �;<:• +•: trench 1. Excavate a trench 2. Place and stake THE STANDARD SPECIFICATIONS FOR ROADS BRIDGES AND INCIDENTAL CONSTRUCTION OF ,'y r.. .;":_::::•::'• •.;, ':'«::::`••, ,.• .:°::".f, 4 deep and the g I! .I 1 straw bales, CONNECTICUT D.O.T. FORM 813 ARE THE OFFICIAL SPECIFICATIONS FOR CONSTRUCTION IN binding 4 o a• e• 3 0 e width of a straw two stakes per KEY MAP �• • s'`•" __•�� � . « -�� a•-4• ' bale. wire or ., Il'r • THE TOWN. DATUM IS M.A.C. bale. /� Cnr:CRETE OR of ba a twine CONSTRUCTION SCHEDULE r- SECTION A-A P7ECA5T LINT .. p-e ��11,11;1�1� aEGTlC±N ,J y,,,._ e� Wi1ERE PRECAST CONCRETE UNIT IS USED FOR�1JMP,THE TOP ijr`:v_ 1 `" .t.� •I'1!1 I SCALE-. 1" 2 O 0' OF THE E 011 S}t LETTING BE AT LEAST B•BELOW THE BOTTOM OF ' THE HEU.ITS14ALLBFROMTHE CATCH BASlN. , - ••' .J•{• •• 1. INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES. TYPE "C" CATCH BASIN 2. REMOVE TREES, VEGETATION, STUMPS, BOULDERS LARGER THAN 1 CUBIC FOOT AND UNACCEPTABLE SOIL MATERIAL WITHIN CONSTRUCTION AREA. 3. STRIP TOPSOIL IN AREAS TO BE CUT OR FILLED. STOCKPILE TOPSOIL, SEED, MULCH, OR COVER WITH NETTING. SEE SITE PLAN FOR DATA BLOCK 4. ROUGH GRADE SITE. 5. INSTALL DRAINAGE AND OTHER UTILITIES. CONSTRUCT BUILDING. packed '�' " 6. INSTALL AND GRADE PAVEMENT BASE. Compacted straw-� ,,. �"' 3. Wedge loose straw 4. Backfill and 7. PAVE AND INSTALL CURBS. 1a (li; between bales to backfill compact the .plan lit create a continuous 4` excavated soil 8• GRADE, STABILIZE AND SEED SIDE SLOPES. barrier. , as shown on the "l�y�l;r,!(� ` �� q', uphill side of SOIL EROSION AND SEDIMENTATION CONTROL NARRATIVE ' ' the barrier to ESTABLISHING VEGETATION COVER ON DISTURBED AREAS prevent piping. I " I 1. SCARIFY SURFACE OF ALL AREAS TO BE TOPSOILED AND PLACE A MINIMUM OF 4" OF TOPSOIL ON ALL AREAS 1 . DEVELOPMENT TYPE: 7500 S.F. ADDITION TO AN EXISTING I,a} '' '14 ;'�•I.i- S�(f1�1�II` TO BE SEEDED. INDUSTRIAL BUILDING ON 3. 2 ACRE PARCEL OF I.P. ZONED ` + x .•1^ 2. APPLY LIME AT A RATE OF TWO TONS OF GROUND LIMESTONE PER ACRE. (100 LBS./1000 SQ.FT.) LAND SERVED BY TOWN SEWER, PUBLIC WATER, AND A STORM ,,, ►h. e v�'` c rw" ,- 3. FERTILIZE WATER MANAGEMENT SYSTEM. ,-,h, a) FOR SPRING SEEDING, APPLY 10-10-10 FERTILIZER AT A RATE OF 300 LBS. PER ACRE (7 LBS./1000 ' U,•' ` '".: SQ. FT.) AND WORK INTO SOIL. SIX TO EIGHT WEEKS LATER, APPLY AN ADDITIONAL 300 LBS. PER { ACRE ON THE SURFACE. 2 . SCHEDULE: SEE THIS PLAN FOR THE STABILIZATION, CONSTRUCTION, f tt b) FOR FALL SEEDING, APPLY 10-10-10 FERTILIZER AT A RATE OF 600 LBS. PER ACRE (14 LBS./1000 AND SEEDING PLAN. ( I SQ. FT.) AND WORK INTO SOIL. 4. SMOOTH AND FIRM SEEDBED, APPLY SEED UNIFORMLY AT THE RATE SPECIFIED FOR THE SEED TYPE AND COVER 1 V SEED WITH NOT MORE THAN 1/4" OF SOIL. 3 . SEE THIS PLAN FOR THE DESIGN CRITERIA AND CONSTRUCTION DETAILS I 1 5. MULCH IMMEDIATELY WITH HAY FREE FROM WEEK SEEDS, AT A RATE OF 3 BALES PER 1000 SQ. FT. OF THE PROPOSED SOIL EROSION AND SEDIMENTATION CONTROL MEASURES. +¢Iy{' �.'jlw. (t d, . 6_ PERMANENT SEEDINGS, WHERE AN AREA WILL BE EXPOSED FOR MORE THAN ONE YEAR, OR WHERE FINAL GRADING t., 1 v ti4,Ul.. �.!' IS COMPLETE: 4 . SEE THIS PLAN FOR THE INSTALLATION AND APPLICATION PROCEDURES i1J1 i+,��1 taJ�l�, �� AREA WHERE SEED SEEDING MIXTURE BY WEIGHT RATE PER SEEDING DATES AS WELL AS THE OPERATION AND MAINTENANCE PROGRAMS FOR THE SOIL J MOTTOM MIX APPLIES 1000 SO. FT. EROSION AND SEDIMENTATION CONTROL MEASURES . I of ( ALL LAWN AREAS RED FESCUE 70% 2 LBS. APRIL 1-JUNE 15 OR,41NAGE .�_ KENTUCKY BLUEGRASS 20% OR 5. MR. AHSAN UL HAQUE OF CAPITOL STEEL, INC. SHALL BE WAY PERENNIAL RYEGRASS 10% AUG. 14-OCT_ 15 RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF .,, ROAD CUTS & FILLS KENTUCKY TALL FESCUE 80% 1 1/2 LBS. APRIL 1-JUNE 15 OR THE EROSION CONTROLS AND FOR FINAL RESTORATION OF .r � . -"` 'J�• ; =;a;`�'S FM •L rA DIVERSION ITCHES ANNUAL RYEGRASS 20$ AUG. I4-SEPT.30 THE SITE. !' I�•I : i�'1''' Ye_ °' I Elevation: Points A VERY STEEP SLOPES CROWNVETCH 60% 1/2 LBS. APRIL 1-JUNE 15 � t ..r.:'�" v a �}•' should be higher than OR Points B. NO MAINTENANCE AREAS PERENNIAL RYEGRASS 40% 1/2 LBS. AUG. 14-SEPT.30 IF TREES ARE TO BE RETAINED, THE SEED MIX SHOULD BE ADAPTED FOR SHADY CONDITIONS. 7. TEMPORARY SEEDING: TO PROTECT THE SOIL OVER THE WINTER. SEEDING MIXTURE RATE/1000 SQ. FT. SEEDING DATES ANNUAL RYEGRASS OR 1. 1/2 LBS. MAR. 15 TO JUNE 15 S f4 5EQ6 PERENNIAL RYEGRASS AUG. 15 TO OCT. 15 F;'.+i+: x� s •.ri SUDAN GRASS OR MILLET 1 LB. AUG. 15 TO OCT. 15 !• r"rihii� rr, ^� ,� - 1e•';:', t WINTER RYE OR OATS 3 LBS. AUG. 15 TO OCT. 15 _• } ' rLoW ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED ', ?�a , r , r.� •;' %- NECESSARY BY STAFF DURING CONSTRUCTION PROCESS SHALL BE �:,.,. s -+t-- J .i / --� r.''L:: .. :ems• _ k,.. ;'. �► 1, ? �;:.,j. „ti �;�-' IMPLEMENTED BY THE DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE REPAIR/REPLACEMENT/MAINTEN- ANCE OF ALL SEDIMENT/EROSION CONTROL MEASURES UNTIL ALL A4cY0k W1TH >>�0 DISTURBED AREAS ARE STABILIZED TO THE SATISFACTION OF 5�aK1=5 t=ACN` e�aL>=. . gTAFFr Hay Bale Installation at Catch Basins NOTE. KEEP ALL UTILITY LINES AT LEAST 2.0" FROM ALL PROPOSED MERESTONES AND IRON PIN LOT CORNERS SHEET 2 CONSTRUCTION AND EROSION CONTROL DETAILS CQ lHFRF.BI'CF.RRFI'TNAT TNf5 b41f AXO SC%R l"ET WERE PRE, PREPARED FOR AO !.V ACCORDANCE It•1Tlf THE STANlNRAS OF A 41-aSS.•1-: NN 5t1Ri'F.1'ASDEFTNEDI.,.TCIODFOFARACTICFFORSTANDARA.i OF ACCtMEN FSUR I'F,SAND.IU7S ADLiPTED DECEAtRER 1Q CAPITOL STEEL OF HARTFORL �.�r,ri F• �•q � CG: Af' rt• �•'�(«�'x rsrsesAMF.r•DED xecnccT.�sscxxtno:+oFr.aNn ♦Q ti,¢O • ��� i. ' f: SLrR i'EI'DRS,!' G-I r 97 SOUTH ST. WEST HART FORD, CT 0611Q $j �;: * 2 /0 89 GR-44/wG, P<12Ki�VG f 4, , / i/•89 P/8OR ADD•,1WReIA1G, RoaPD2f?/M, P16AiY77i1/GS TEL.# (203) 724-0..285 ,:''r`` ��•ratcK�° ki and associate?s LOT 27 CONNECTiCUT AVE. SOUTH WINDSOR CT F G. �S• tiz o° 9•%�•88 TO W,11 C0�'!/'lE�i/TS Of 9. 8•• �8 (203-688-2413) fUtli4 �s11J►► 4�I U aNI JMm . DATE REVISION 123`PROSPECT HILL ROAD • WINDSOR, CONN. 06095 • DUNE 17, 1988 JOSEPH MEfRRITT 3 CO.