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HomeMy WebLinkAbout97-02P_L & P MACHINE_COMMERCE WAYm 0 ay , c I I , 1 1 . i1 LOCATION h1AP 1. JFI ASSOCIATES 2. JF1 ASSOCIATES 3. DANIEL & MARIE ONOFRIO 4 . JFI ASSOCIATES 5. SOUTH WINDSnR FIRE HOUSE *3 6. JFI ASSOCIATES 7. JFI ASSOCIa%�TES 8. FRANK J . & CHARLENE M.- SMIT:i �a �:~�.::.:::. ..: . :......, ......... 9e DONALD B. BUDNICK 10. JFI ASSOCIATES 11. COMMERSE REALTY 12. SHARON & GENUA FALES 13. JFI ASSOCIATES 9 14. HARVEY & ROSEMARY LEVACK 15. HARVEY & ROSEMARY LEVACK 16. HARVEY & ROSEMARY LEVACK 17. JFI ASSOCIATES w._�.._ 18. JFI ASSOCIATES 1.9. ROBERT L . HOYT r, • " ; ; / ��_ 20. JFI ASSOCIATES `Y r......,_ .. 21. JOHN A. KARALINAS ,,-:.,.�...^.^; .. ` � _ -- �~_ � _� -y-�✓ / ZONING DATA TABLE • C0M M E R C E WAY ----- — - 121 ZONE: I I REQUIRED PHASE I PHASE II LOT AREA 20,000 S.F. 76,599 S.F. 76,599 S.F. LOT WIDTH 100 FT. 1,437.47 FT. 1,437.47 HT. lot 1 1 105 (4) FRONT YARD 35 FT. 76 FT. 36 FT. 14 FT. 12 FT. RIEAR YARD 25 FT. - - rBUILDING HEIGHT 2 STORY/40 FT. 1 STORY/20 FT. 1 STORY/20 FT. C '�",��� 65% 37% 4'x* MAX. COVERAGE 1 zjo 1776 i 2'I PARKING REQUIREMENTS I1 ------ PHASE I : OFFIC I ' E AREA = (1308 1000) 4.5 = 6 1 MANUFACTURING AREA = 8000 T 700 = 11 E TOTAL REQUIRED = 17 (1 HC. TOTAL REQUIRED = 24- (2 HC.) _ D PHASE II OFFICE AREA = (1308 _ 1000) 4.5 = 6 MANUFACTURING AREA = 12400 = 700 = 18 MAR 27 1997 TOTAL REOUIRED = 24 (1 HC.) TOTAL PROVIDED = ,Z4 (2 HC.) South Windsor i Planning & Zoning Commission ' 6 K E Y M A c —?_00 CONTACT PERSON = LOT N_ 67 M A P NO. 121 131 L L J.OD 1 C REVISIONS Engineering ineerin & Construction, Inc. ' 2 4 2- 8 5 8 6 ;9 N7 107 Old Windsor Road - Bloomfield. conn,ecucut Telephone: (203) 242-8586 FAX 242-8587 I —y p P P OJ E C T (- � C�tM,o ` Iv 17�/LH" NFl/•,, ADDRESS I �1 /�'�% &0 ' 6 a.L } e ARCH. CONT'R'y"-s DRAWN BY,ry CHECKED 8Y ' • / No. 13422 -I °. ,0cee 'ecri'QQ JOBNO. SHEET NO. • I - . , �_.,;Q �4•�. •t,,� ZONING DATA N C r 1540 SULLIVAN AVENUE •SOUTH WINDS OR. CONN. 06074 SULL Joni evFn�ut SOUTH WINDSOR, CONN. 06074 ZONE: AREA CODE 860 i 644-i511 .•^^ ^-�•--•- osoa•eo' " AREA CODE 860 / 644.2511 SOR,CO. February February 6; 25, 1997 1997 REQUIRED PHASE I PHASE II . , CERTIFIED MAIL, CERT �� D MAIL, LOT AREA 20,000 S. F. 76,599 S. F. 76,599 S. F. Chris Eseppi � D. � LOT WIDTH 10 0 FT . 1,437.47 FT . 1,437.47 PS Engineering &Construction Company Chris Eseppi old Windsor Road FRONT YARD 3 5 FT . 7 6 FT . 3 6 . PDS Engineering & Construction Company Bloomfield, CT 06002 SIDE YARD 10 FT. - 14 FT. 12 FT. 107;O1d Windsor Road _.. REAR YARD 25 FT. Bloomfield, CT 06002 ai : == •.: Dear Mr. Eseppi: 20 FT. BUILDING HEIGHT 2 STORY/40 FT. 1 STORY/20 FT. 1 STORY/ Dear Mr. Eseppi: 1'tr•j' �` -� Re: Appi #97-02P, C & P Machine Company . ; MAX. COVERAGE�S�Px►os�� 65% 37% 4� I'• -�� 7,9 Re: App197-02P, C & P Machine Company .• - 3 _ At the February 5, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission s `�� "'�'t� (�,� 1< "'' �It approved appl #97-02P - Conservation Plan approval for the construction of an 13, 708 sf Building on We are pleased to advise you that the Planning &Zoning Commission voted on February 26, 1997 tb i property located on die northerly side of Commer�Wb d easterly of Rye Street, I zone (Assessor's PARKING REQUIREMENTS i ma #121, parcel 6 & 7 as shown on plans preparedS Engineering &Construction, revised approve with modifications the above -referenced application for a Site Plan of Development for the, i throii h February 3, 1997. This approval issubefollowing conditions: construction of an 13,708 sf building on 1.76 acres located northerly of Commerce Way and westerly- g y PP g of Rye Street, I zone as shown on plans prepared by PDS Engineering & Construction Company, Map 1. One blueprint copy of the entire set of ns and this letter reproduced thereon, must be submitted PHASE I : #1 and revised through February 3, ,1997. This approval is subject to the following modifications: to this Commission. This must be corn_I d within 65 days of approval prior to any construction OFFICE AREA = (13 08 1000) 4.5 = 6 1 tie activity on the site. �� MANUFACTURING AREA = 8000 -r 700 = 11 1Prior to commencement . t of any site'work, a meeting. must be held with Town Staff. TOTAL REQUIRED = 17 (1 HC . ) 2. Construction activities shall be subject to the approval of the Town Engineer. 2. No building permit will be' issued until the final mylars have been filed in the Town Clerk's Office. TOTAL REQUIRED = 2-• (2 HC . ) 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability 3. This application is subject to the conditions of approval of the Inland Wetlands which might result from the proposed operation or use. PHASE II n Agency/Conservation Commission, including a bond in the amount of $2,000. -• 4. The permit is valid for five years and shall expire on February 5, 2002. It has been IWA/CC's OFFICE AREA = (13 08 = 10 0 0) 4.5 = 6 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 of policy to notify landowner responsibility t of expiring wetland permits. However, it is the MANUFACTURING AREA = 12400 4 700 = 18 the Zoning Regulations. landowners)/applicant(s) responsibility to track expiration dates and notify the Commission' of a renewal request at least 65 days prior to expiration. TOTAL REQUIRED = 24 (1 HC . ) 5. Footing drains are required if the building has a basement. TOTAL PROVIDED = ent. 5. All approvals required must be obtained and submitted prior to any activity on the site. ;��• (2 HC . '�) i NOTES: 6. A landscape bond in the amount of $1,000 is required and must be submitted prior to filing of 6, A contact person shall be identified on the plans. mylars. A-2 SURVEY 7. We recommend a bond in the amount of $2,000 to be submitted to the Plaitnirig and Zoning 1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROid \ 7. All plans used in the field by the developer must the stamp and authorized signature of the Commission to ensure compliance with the Erosion and Sedimentation Control Measures. PREPARED BY ABRAHAM H. FEINSTEIN L.S. WEST HARTFORD, CT -' MAP Town of South Windsor. TITLED "SURVEY OF LOTS 29 AND 30 FOR C & P MACHINE CO., INC. 8. hooded catch basins shall be installed to minimize impaFts from parking lot stormwater runoff. • 8. Engineering comments of February 24, 1997 should be addressed to the Town Engineer's COMMERCE WAY, SOUTH WINDSOR, CT SCALE • 1"=4 0 1 DATE • 10-14- Very truly yours, 9611 y ` satisfaction. INLAND WETLANDS AGENCY/ 2. HORIZONTAL DATUM BASED ON M.D.C. 9. Additional low landscaping should be placed on the northwesterly side of the driveway. CONSERVATION COMMISSION 3. THERE ARE NO WETLANDS ON PARCEL. •• �V,�UGL�� 4. PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD. Black and white transparent mylars of Street S-2 with rite above modifications, together with three 5. ALL ROOF LEADERS SHALL BE TIED TO STORM DRAIN. blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be El' be A. Warren, Chairman stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. 6. EXTERIOR. LIGHTING SHALL . NOT BE DIRECTED ONTO ABUTTING Q EAW/pmm PROPERTIES OR ROADWAY. 'LA, After the mylars have been signed by the Commission, they will be returned to you for filing in the 7. HANDICAP PARKING SPACES ARE TO BE MARKED IN ACCORDANCE WITHtf7 \ f r of en of the Town Clerk within 90 days. After filing these plans, a copy of the receipt must be cc: Chief Building Official planningSTATE REGULATIONS. __& ZoningC_ OntlrllSSlOn submitted to the Planning Department. Town Engineer -ngi - 8. ALL UTILITIES ARE TO BE UNDERGROUND. �- 9. ANY SIGNS TO BE INSTALLED ON PROPERTY SHALL BE SUBJECT TO CD IZJ-y� STAFF AND/OR COMMISSION REVIEW. o` CPZ t� ` 10. ALL CONSTRUCTION OF SITE IMPROVEMENTS MUST BE ACCORDANCE WITH Very truly yours; TOWN OF SOUTH WINDSOR STANDARDS AND CONNECTICUT D.O.T. FORM PL NNING & ZONING COMMISSION 1814, AS AMENDED. �r moor ��-T^5 � ��� � ussell G. Levack, Chairman CONSTRUCTION NARRATIVE c.�c� � �"•s RGL/pntm i 1. INSTALL PERIMETER SILT FENCE IN LOCATIONS SHOWN ON PLAN. o F { cc: Town Engineer Chief Building Official 2. INSTALL CONSTRUCTION ENTRANCE PAD. x f 1 Assessor 3. STRIP TOPSOIL AND ROUGH GRADE SITE TO ALLOW FOUNDATION WORK TO GEM'' ` Superintendent of Pollution Control BEGIN. 1 Fire Marshal V! 5. EXCAVATE FOR FOUNDATION. I 3 1_ " � 6. INSTALL SITE DRAINAGE _ 0' 7. INSTALL SITE UTILITIES \ l .8 2' 8. BACKFILL FOUNDATION •► "'---� 9 9. FINE GRADE BUILDING e6 - 10. FINE GRADE AND PAVE PARKING LOT WITH BINDER COURSE 11. CONSTRUCTION BUILDING P • ��T �'�^'•�'� -�.. !'' PRO �0 5 E D !3 � DG - 1 ` � 1 � 13 . CURB LOT, TOPSOIL AND SEED ALL DISTURBED AREAS. • PAVE FINAL COURSE. STRIPE LOT. I ° i PHA 5 E M P H AS � � ` _ - - - _ r/ IV),,, 14. LANDSCAPE PER PLAN. u S I T l_ P `l___ n N 1 /' 4 O' EXISTING CONTOURS PROPOSED CONTOURS PROPOSED SPOT ELEVATION EXISTING CATCH BASIN PROPOSED CATCH BASIN PROPOSED 1" DOMESTIC WATER 64- PROPOSED GAS LINE - ---�C - -- PROPOSED TELEPHONE/ELECTRIC 250w. HPS EXT. WALL MOUNT w/ PHOTOCELL >t SILT FENCE ' , -_ -• HA,YBALES TEST PIT #1 -TEST -k r_-t-mrin V.1 Airati can ,C .L 11 J.J11 Vl. uw�+ 79.78 - 0-14" Topsoil 14"-52" Brown Sand Water at 5211 Perc Rate = 7.5 min. for 10" TEST PIT #2 ^ Finish Grade Elevation 82.13 0-12'" Topsoil 121179611 Brown Sand No Water Perc Rate = 1:10 min. for 10" TEST ' PIT #3 Finish Grade Elevation 82.79 0-1211 Topsoil ' 12 "-96" Brown Sand No Water Perc'Rate = 6 min. for 10" � Vv 1 i CON AC Pr SON BILL JC)D I C E 4 2-8586 tt,,tltl PtPff Cofv/v All ac [C/tom yo-l" o.13422 �r O 0 ,70NAL* �N6 LOT NO- 6 7 - MA P NO,, 12 � REVISIONS PDS Engineering & Construction, Inc. V97 �3`� �.•t"KiO�,�.„�1 Z.�ur�'1-ay, 107 Old Windsor Road -Bloomfield, Connecticut Telephone: 203 242-8586 FAX 242-8587 A«� 2w0-+- PROJECT 4 7V P ADDRESS �o�- Zq t-% > a ARCH. CONT'R •� • DRAWN BY CHECKED BY JOB NO. SHEET NO. , I •:.. ; 1'1': )i�ilNViti��r.1.1•ry_�1 IA•�..�•I r �r��.� W 71� r-----7 7 •-'•1—I—'L h I I I • �� I 41 I ( O I' II Z 1 ' Z O 2" /2" 1r-67/- 1'-6 /e" /z" 2^ 2" die" 10" 0'/te" 11" 2- ), I' 2-;,I�rx4'-0" LONG----,.,,N r I � II A ;v rn TOP OF FRAME APPLIES '----� I 13 /:�. 18 LAWN/ STREETS/ PRECAST CONCRETE UNIT %:' I 1 r CROSS-COUNTRY ,to PAVED AREAS ADJUST FRAME ELEVPTION ' WITH BRICKS 6 to 12 OPOSED GRADE It p h TOPSOILaSOD OR SEED SEE PERMANENT cc +Q--+ PAVEMENT PATCHING DETAIL itl CONSTRUCTION JOINT -SEALED WITH I" DIA. ij " O " 2 rr.---.•MIN. PLAN +" 2" 2'-83/4" 1 I N 4 li BUTYL RUBBER 04tE0UIVALENT � r+ -Tb. TYPE'C'C.B. ADJUST TOGFAADE WITH MAX. OF TWO I I w 7y B ; 3 13/ » v, 4" I-f1EAM (9.8 LBS./FT.) AME A COVER COURSES OF BRICK I V M M I` H ~ STD. M.H. FRAME e�ws+�." CURB LINE- 3 ACOVER Ai PRECAST CONCRETE OR h " ^ I CONCRETE MASONRY UNITS `. I: p; I :A • I�'•. °. Ate: S" 'A. If 4' 2'- \ / „ O A. CONCRETE S °I� l0"MIN. i-- ' ,:I i• � t' \�j—'-C� o� •': 1 ' • :�. POURED CONCRETE OR �`•`• ,,'. 1:.'.p• .,•.� 6" INSIDE ,tiMEIQHT C� PRECAST SUMP n 1l' C:F BAFFLE ''I 4; VARIES %1' 66' t THE OF .• a.- 8"GONG. t' k I 31-0» " u " I lTLET PIPE :( .e') BAFFLE - , „ " " " ; I I �' (SEE MOTE I) ;{: Y Z 4 —0 6 OF 3/4 CRUSHED. ' �` 4 a• d ?• .. .. � 5 STONE I r r �rj i• isi� • AVEMENT SECTION OR i! ;"•i�•ty.Q' �'? L7APPROVED GRANULAR NON- LANDSCAPING (SEE PLANS) _; ::o�g:0,.1 a;p;0ti9o, ORGANIC BACKFILL MATERIAL it 12 " 1J yr PLACED AND COMPACTED IN `�' ti' OQ4 ONE FOOT (I') (MAX.)( MAX) LIFTS. 4 WARNING TAPE PER CONN. GENERAL STATUTE SECTION !I 16-345, AS AMENDED, PLACED WARNING TAPE - MIN. 12' 12 '(MIN.) TO24"(MAX.) ABOVE UAY 9L- ♦Rf1VP PIPE TM. Lam' � ' .•..• , .. , It• II I TnP nF PIPF , 1 V 1 V • , , , V ♦ r I `--APPROVED SACKFILL PLACED d '�Ej•:::� .. Q o " ' �. AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) ;�G•tj;t7O' I�.y�i¢d0,. NO STONE LARGER THAN 3' ••.I•;,•• •• •. SAND BLANKET •� I 12"MIN. ;;',•. '�• P1PE,AS SPECIFIED } .. •a'-e• � � I I _ s'-o• _(� II � � " NOTES= — _ •. ., �,_D" 7/_O■ (! I•MINIMUM COVER OVER TOP I/2O.D. • , } �� BODING ON SU1TA8i.F NATIVE MATERIAL SAND BEDDING PLACED AND ' • I •'.: " OF PIPE SHALL BE 2-0 SIDE ELEVATION OR COMPACTED IN fi' LAYERS PIPE' •,r�' •,:•;.,;r o FRONT ELEVATION No STONE LARGER THAN -�- T • 3/4" CRUSHED STONE BEDDING MATERIAL 1 i/2 MATERIAL SHALL 1 8°''° ',4_ 3/4'" BROKEN TRAPROCK W < ?-.WALL THICKNESS FOR IN ROCK EXCAVATION OR IN UNSUITABLE ±, I/2° O.D. SECTION .A -A SECTION B-8 i a o MATERIAL'AS DIRECTED BY THE ENGINEER MEET D.O.T. M2.05 PIPE + a�G° - PRECAST UNITS LESS THAN MATERIAL SHALL MEET D.O.T. M.O201.1Do ° °bo � Off N.T.S ' N.T.S. IO' HIGH IS 6". FOR 3/4'STONE. 6°MIN. ♦p°Qob�)3�S`b°�%�Fi 77 NOTES: f� F PIPE 1. BAFFLE CONSTRUCTION TO BE OF CAST MATERIAL WITH THRU HOLES ABOVE OUTLET 1` FLOWUNE, OR MORTARED CEMENT BLOCKS WITH WEEP HOLES ABOVE OUTLET FLOW ,( I LINE. 2. SEE STANDARD DETAILS FOR TYPE 'C' CATCH BASIN FRAME &COVER, CAST IRON II w•i e• ,c unl a ne:-"u c eun T/e1/"•.1 TRENCH ( 1 MANHOLE FRAME At COVER, MISCELLANEOUS MANHO1"E IJGIAILS, AI\V 1 trICAAL TRENCH li SECTION. 3. ALUMINUM STEPS SHALL BE INSTALLED AT 12' VERTICAL INTERVALS FROM 12" (MA)L) BELOW TOP OF FRAME ELEVATION TO 12' (MAX.) ABOVE INSIDE BOTTOMi r ELEVATION AT I`ACH ACCESS POINT. (SEE STEP DETAIL, PG. 71) !{ , r 4. STRUCTURE SHALL MEET H-20 LOADING CRITERIA. 1 OWN OF SOUTH WINDSOR SEDIMENTATION STRUCTURE, APPROVED it tl STANDARD DETAIL ,TYPE ZC� JANUARY, 1991 REVILED: PUBLIC t70RK! DIRECTOR I r ww+l�w++ i wlwwnn+ i SEE CAST IRON MANHOLE j ADJUST TO GRAOE WITH COURSES FRAME A COVER DETAIL OF BRICKS OR CONC. GRADING RINGS VARIES 6" TO 12" (SEE NOTE 1) li 36" DIA. r. B _N i 1 ALUM. MANHOLE STEP Ij (SEE STANDARD DETAI I l 48" DIA. SEE JOINT .DETAILS i' (BELOW) I • ; J��\\� `' 1', Z', YOR aRISER SECTION AS REQUIRED BITUMASTIE I DAMPPROOFING Ij ' I. r I'I FOR DETAILS, SEE NON -SHRINK MORTAR AND I 4'--0" MIN FLEXIBLE MANHOLE SLEEVE 4'-T MIN TO JOINT TO JOINT Y 3/4 PIPE LD• l � FLOW h ,! e d .: ••1 O °i: i :� •P. A :4.::j�l ••� I-PDAPA A A ; v i 4o.a .O Dom• I L• Q�1 a° �� A TT R tRICK'MAS NRY INVERT EL.A • 4" SELF-CLEANIN• INVERT CLASS A CONCRETE B Nw 3/4' tROK[N TRAPROCK �i ELEVATION n 1 N.T.S. it tl NOTES: 2* MAX. I. TOP STEP TO BE A MAXIMUM OF 12 +; BELOW TOP of MANHOLE FRAME & �j ' COVER ELEVATION. �} ' SECTION COLD APPLIED 2. IFTOTAL DEPTH IS TEN FEET OR GREATER, . ROUND RUBBER ' oITU�INDI� CERTIFICATION OF H-20LOAD BEARING N.T.S. GASKET JOINT U , aEALER CAPACITY SHALL BE SUBMITTED TO THE 1 !' �J TOWN ENGINEER FOR APPROVAL PRIOR i TO INSTALLATION. �l it ALTERNATE JOINT 3. SEE MISCELLANEOUS MANHOLE DETAILS 11 f PICOT 8 BELL REIw_ SHEET. t N. T. S. i' 1 GASKET JOINT. k i N. T. S,r TOWN OF SOUTH WINDSOR PRECAST REINFORCED APPROVED } I O�1N OF SOUTH WINDSOR STANDARD DETAIL CONCkETE MANHOLE /> t 1 ,.r1,STANDARD DETAIL JANUARY* 1991 REVISED: PUBLIC TOWt DIRECTOR F, (; JANUARY; 1991 REV I 1ti 51 I" (COMRACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH.EXISTING, IF GREATER) M,04 2 (COMPACTED) CLASS I BITUMINOUS CONCRETE BINDER COURSE (OR MATCH EXISTING, IF GREATER) M,0 6"(COMPACTED) PROCESSED TRAPR BASE.- M,05,01 6'(COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED'SUBGRA( (TRENCH BACKFILL) M.02-GRAD,'S' NOTES I. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEI DICULAR TO, THE CENTER -LINE OF THE PIPE. 2. ALL MATERIALS. ARE TO MEET .FORM 814, AS AMENDED BACKFILL TO CENI'i'ERLINE 0 WHEN USING POLYETHYLENE 'OR A.B.S. PIPE. 0. D. I2" PIPE 12° lj SECTION r i N .T. S. I �)TOWN OF SOUTH WINDSOR TYPICAL SANITARY SEWER APPROVED TOWN OF SOUTH WINDSOR APPROVED STANDARD DETAIL TRENCH SECTION DETAIL TRENCH S T ORS DRAGTRENCHI JANUARY 1991- ' STANDARD ,DETAIL � R[Vlt[0: PUBLIC WORKA DIRECTOR , J A N U A R Y, 1 S 9-1 ��_,"ee _ PUBLIC WO KS DIRECTOR HANDICAP SIGN DETAIL n.t.s. o —i i u 44 i, k"ICA,-rt:D ('AAC)tY I 1 (�j STANDARD SIGN Di_UE DACKGROUND uu C, Cv u` riIT ui fu LtaiTE S1T(1DOL AND aQUIP= vuaal _ IL cc LETTERING (•DST 12" I �, 9" R-2" 1 FINISIF_D GRADE 6" 1" 480 �--- (� &'�° °� DACKFILL 9 , I! CONCRETE ©ASE u FINISH BIT. CONIC. TOPSOIL.& SEED .� :`;. cI2• sauARe> CONC. BINDER �# , • ,Z �I NOTES: i I 1. TA~ wAT 'M BE ry00t1rn ! PRIOR TO CURB PLACQfENT AS I� REQUIRED BY TOWN. l� COATING TO BE APPLIED PER ' M 04.01.1d4. 11 II II �I i NOT' TO SCALE �( II TOWN WIN_ OF SOUTH DSOR BITUMINOUS CONCRM APPROVED , STANDARD DETAIL UP CURB SEC'S ION I JANUARY, 1991 REVISED: PUBLIC WWKS DIRECTOR r , 'III No. 1342 • J *-ZCENSS ,�o�l Fss4 ��7lA�©NAl 1 Vw I L 1 REVISIONS �� ..�, , � •a PDS Engineering & Construction, Inc. •-�'A -' 1Kg�.�'.- 107 Old Windsor Road - Bloomfield, Connecticut Telephone: (203) 242.8586 FAX 242.8587 PROJECT C„ et, 1 ADDRESS + ARCH,' CONT'R DRAWN BY �' •� l�•"� q(� CHECKED BY 11111l,•rW� • JOB NO. SHEET NO, • I 1 I N• E � 1 I 1 ' I 1 Y• 1 1 \1 • 1, 4 � 1 '1 V 1, I � , �i 1 T { 7 o cc ,r \ i 1 O t I , 1 I 1 I' 1 1 I I I I , 1 , I' , I 1 ti 4 � ,I 1' I 1 1 • I I � I I I, I, II ,� II ,I I , II i r one 1 nN rfUTRL NOYES ' ReSEoblllzQtI0n W NI be scheduled .as soon Lond dlsturbances will be kept to a minimums: should take lace`lrrrnedlately osslblel:� T�mnorary, seeding•or perinanent: hydroseedInfl p, asp the .period of." uvon• cocii�letIon'of grading: ' Permdnent; seedln�: wll l be sci�eduled during Apr11'.1` :June 151 August 15 - Septefrbai 15. 1 Erosion and sediment control measures will;be, .Ins tolIad prior to construc'tlo6.whenever; possible-0 nd will be malntolned In effective.condltlon throughout the construction period, 1 Iloybole f1'lters wiT 'be installed•as,shown on this pion as well as at all culvert outlets. Additional,control measures It1II be. Installed during construction period if .necessary as , •requ 1 red. �' • ° • All Cr and sedimentation control measures will be constrl)cted.ln accordance With dl the standards *and sPaclflcatlons•Of the "Connecticut Guidelines for SOIL Erosion and Se= mentotion Control", Connecticut Council on Soll and Water Conservation. January. 1985:. Seeding dotes• Apr. June 15 and August 15 through September 151 11 through 1 Y ,, if.,neutthlR cPPf11n(1 rintes. use•mulClling measures to protect site ailrlui, u� u1AIG .11.11 it seeding c.----- • period. and delay seeding until the 'next rec6aMended seeding ertlllze with 10-10-10 a 7.5 lbs./1000 sq1 ft; lime (50X calcium P10 magneslum oxide) 100 lbs:/1000 SQ- ft. ' MULCH (all slopes 31 or.greoter) 000 Ft.) free of Needs or•coorse.matter. Chemical use straw or hay (70-90 lbs,/1 sq. . binders Such as Pet rose t:•Te�rotrack liydor Mulch and aerosproy will be used as reccinmended by manufacturer to anchormulch.'..Mulch must be inspected perlodically, in particular. after rainstorm to c1l ck, for fill,erosion. Where erosion is severe, oddltlonal mulch . should be opplled. Grosses shall not'be considered established until a grbund cover is achieved, which"Is mature enough. to control,.soll erosion to -survive severe weather .conditions. 1 1 s ' 1 1 •1 1 4' MINIMUM CT NT Z' ' FILTER FABRIC `� (���]f✓/.yK/�//y.C^�/�� - I I, I , 1 ' CONSTRUCTION ENTRANCE I RAC K i N G PAD eo row• or 1. SET POSTS 2. STAPLE THE DMt4AGENAY 1 i. •� EXCAVATE A 66' Y(IRE MESH 'X• '• - • POST TRENCH, SET POST FENCING TO FLOW ORATEt r ' 'ANGLE 10d DOWNSLOPE END POST' ^ ^ ' UPSLOPEkf , . � . UPSLOSTABILnEAND WIRE ANCHOR WITH TWO • y6a �'• SELF CLE100 FENCING 2•X2•X3• STAKES .-� ' {'i�•nE� -F-6.74r� ic- ._ EACH BALEI ram,-n r i I i I PLAN ' FLOW FLOW —��.• ~ 3. ATTACH FILTER 4. BACKFiLL. - • [�_ I FABRIC TO THE THE TRENCH WIRE FENCING AND AND COµPACT ^ t FABR C EX-rENO IT TO THE EXCA— THE TRENCH VATED SOIL • • N I I I I COMPACTED A ' J A J 1 I I I I BACKFiLL I 1 -4 .1 t`- HAY BALE I N STALA I I U(� • ' SHOULD BE POINTS 'A' SHOULD BE RICHER — THAN•j'°►`� V. AT LOW -- POINT CATCH BASINS i 1'••• t" n I r` C` ' w 1 n -r a, t e-% !` n•7 1... �,J 1 1�i.�J..... k J{ A f7 i Nr'1 I '� 1 I .•r t 1 I i•1 1 ' `01\`111141 fit,,s Co I ' 1 o°ems '' � : /�+oo •.> i o'er r ' ., ♦i a ,a No.13422It 1 2 e, ,x VIVAL H I 1 -Tf r?'xaxaxll' I f REViSiOf�S PbS Engineering & Construction, Inc. 107 did Windsor (toad • Btoomflatd, Connecticut Yglephone: (203) 242.8586 FAX 242.8587 PROJECT ADDRESS zq 7 U ,,•yyiw�r+� ARCH. CONTIR,� y DRAWN BY 1?_• 1�,-�,-9Ce+ CHECKED BY JOS NO. SHEET NO. .... ' ' y � 1 1y 1 • I 1 1 £R I I 1 , 1 1 1 1� a � n 2 C) . �i ► - row30 . �1 m � I 1 LANDSCAP C PLAN 46 j y 1 I I I 1 I ' ' I 1 ' I 1 I 1 1 I' 1 1 , 1 � I I I I 1 1 e rh— I 90T A N 1GAL NAME GOMMO'N NAME QTY. S I E REMARKS SYH. �� V-�� IT'S �'�' \ a .� eJT�oS Lea � M -'�o�►� ��'SS '� `�1 �..4 LAST .Z��.�- - �" G.��.� 7R� 4 lj —�, i��w� w� Cat , �-' mac- 1 ` 18 -- .Z4' '��' S� HT� ..►� �„ 'N'5 ���N , Q.���C-�-� �, �s � `s �.a.-e��,,�-�� G��•�� Gad.�.•c�.�,-�-- --�.� . �� �t � � z - ,s"s��, c.� �-r�-• •�� ...L '�ld�o��t-�.-C?�:A-�Th.��,�.�1s� ��.r-F�'0► �./�1,�'-� ���-.,o...��- �''�aat��t.�b iZ� 1 �j .Z4 5� cO w zf- (v -. giaga— NORTH ELEVA T i 0 �A I/$ = i 0 ., r EAST ELEVATION A I- 0` r� O I I � SOUTH (ALE VAT 10 N I ' I w I WEST EL EV A T ION A I_ i 1 11 If I I I � 1 I �I I ' I � I I I I � lil t r •',�,rlr•r:.. . �F COil1:" ' C,3 •� • �Q I � N 422 NAL I REVISIONS a �. a �+_�_a...._w•__ �.__ F LJb Engineering & Construction, lnc. V 3%�� Gong*cam•#' FM 107 Old Windsor Road - Bloomfield, Connecticut 4 Telephone: (203) 242-8586 FAX 242-8587 d PROJECT ADDRESS �p—� Z� �t.�-�.�►`E ARCH., CONT'R,� DRAWN BY 47 CHECKED 6Y a JOBNO. SHEET N0. -ti ;