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HomeMy WebLinkAbout88-37P Plan Meyer Gage Co Inc 102EbH WEtil MI 7 CO' CA 54 53 16 CONSTRUCTION SCHEDULE EROSION & SEDIMENT CONTROL NOTES PROPERTIES WITHIN 500 FOOT RADIUS {. I5 1. All erosion and sediment control measures will be 1. Construction will commence on or about March , 1989 and be LOT. PROPERTY OWNER'S LAND Constructed in accordance with the standards and Ji completed On OT about September, I?89 specifications of the "Guidelines for Soil Erosion and NO. LOCATION OWNER ADDRESS ZONED QIB , Sediment Control" by the Connecticut Council on Soil and 1 157 Burnham St. Sophie Ciechovsk! 157 Burnham street Comm. 2. Install anti-tracking apron at site entrance. Any material Water Conservation. ' that is tracked onto pavement shall be swept as often as East Hartford, CT 2 179 Burnham St. R.S. & J. Corp;, required_ 2. Erosion and sediment control measures will be installed P 179 Burnham street Comm. �+ air !.' prior to construction. See Construction schedule. 3 185 Burnham St. Yellow Properties, Inc. 1099 Roe Street �T 19 _ 3." Place haybales and/or silt fencing as shown on plan Or Shawnee Mission KA 66200 Comm. i 3. Land disturbance will be kept to a minimum; restabilization 16 where directed by Engineer. (Maintain or replace as will be scheduled within 30 days. 4 Eastern Park Rona Charles Levine 179 Burnham St. Comm. m # % required throughout Construction period. ) Prepare stock 5 8 Eastern Park Road Walter Beach Inc. 179 Burnham St. COMM. pile area and surround with haybales and/or silt fence. 4. Seeding mixture for finished grassed areas will be a5 East Hartford, CT 5A-"ti✓. 1 follows: 6 197 Burnham St. R.S. & J. Corp. 79 Burnham St. Comm.- ( �1 / 4. Construction of buildings may begin at this time but not Kentucky Bluegrass 45�, Creeping Red Fescue 45�, Perennial P' �l before erosion control devices 2 and 3 have been installed. Ryegrass 10%. Seed to be applied at a rate of 4 lbs./1000 East Hartford, CT ;{ / sq. ft. Planting seasons shall be April 1 to June 1 and 7 221 Burnham st. Herman Schmidt 237 Burnham St. _ Comm. $ - ,, "•� /�• ` , v' �u° �,I 13 August 15 to September 15.r, 5. Begin rough grading and installation of utilities. Install East Hartford. CT 2J `� (7 - - erosion control devices at outfall of leakoffs. Temporary 5. Areas-to be left bare more than 30 days before finished 237 Burnham St. Herman Schmidt 237 Burnham St. Comm. a seed and mulch all slopes exceeding 4:1 if permanent grading and seeding is achieved shall receive a temporary East Hertford, CT 4 /_ stabilization is not completed at this time. All other seeding of Perennial Ryegrass applied at a rate of 2 9 245 Burnham St. Herman Schmidt 237 Burnham St. Comm. 77" areas not temporarily stablized shall be protected with lbs./1000 sq. ft. at a depth of 1/2 inch. Limestone f (equivalent to 50 percent calcium plus magnesium oxide) rout Hartford. CT "f _ r _ -__„ ______ haybales and/or silt fence. shall be applied as seedbed preparation at a rate of 90 10 Eastern Park Road Charles Levine 179 Burnham Comm. lbs./1000 sq. ft. Planting seasons shall be March 1 to East Hartford. CT 6. Prepare subgrade for paving and prepare all disturbed areas June 15 and August 1 to October i. 1 g 11 261 Burnhnm St. L & M Realty Co. 261 Burnham at. Comm. for placing topsoil and landscaping. �,• •r- `-52�'' •' r Ii - ' East Hartford. CT - O Rik ,, 6. Areas to be left bare more than 30 days before finished y- ` t I� 22 Burnham St. Bidwell Acres Inc. 347 King St. 7. Place pavement, topsoil, seed and mulch, and landscaping. grading and seeding outside of planting seasons shall / I "•'1;; receive a hay mulch, free of coarse matter, applied at a East Hartford, cT Ind. 3�� rate of 70-90 lbs./1000 sq. ft. 8. Remove all temporary erosion control devices only after all 13 Ellington Rd. Abby Road Associates I Christine Lane Ind- areas have been paved and/or grass has been well 14 Ellington Rd. Abbp Road Associates 1 Christine Lane Ind. 7• Haybale and/or fabric filters (silt fence) will be iE O established and the site has been inspected and approved by installed at all leak-off outlets along the toe of all cut 15 Ellington Rd. Abby Road Associates 1 Christine Lane Ind. 1` the Town. and fill slopes greater than 4 to i. 16 119 Ellington Rd. Georgena W. Lewis 119 Ellington Road Ind. !7 Ellington Read Abby Road Associates I Christine Lane Ind. C 8- All control measures will be maintained or replaced during the construction period, as necessary or ordered by the 18 Ellington Road State of Connecticut Public Works Dept. Town. . - %•.I`I r-r� 1- /� f � 11 C36,S,4 CURVE. 165 Capitol Ave., - ;' 9. Additional control measures will be installed during the Hartford, CT Ind '" �' =• J f f;r `i construction period if required, or ordered by the Town. 19 1oe Ellington Rand Lmtian Griffis 108 Ellington Road 20 Ellington Road State of Conn, Public Works Dept. - j 4, r ;; 10. Sediment removed from control structures will be disposed y l 31 Fo " 54 CEO of in a manner which is consistent with the intent of the 165 Capitol Ave.. , CancBtk i \ 3 3 0 ��4`/Z plan. Hartford, CT Ind. CC Jf J „ 29 2/8 43, ,�6E \3 2I E121ngton Rnad State of Conn. Public Works Dept. F 37 11. Contractor will be assigned the responsibility for 16 r�p d1 T ♦�� implementing this erosion and sediment control plan. This ar Cori, Ave., �t 32 9� responsibility includes the installation and maintenance of Hart Hartford, CT Ind, - - - control measures informing all parties engaged on the 22 90 John Fitch Blvd. - Lucian-Grillo 08 Ellington Road F _ R Iw-f� _ g PiInd. ---- -- - - Q RTItsAM _ •''� 9y�1 �-p"- "'-�-" �� construction Site of the requirements and objectives of the 23 BO John Fitch Blvd. Atlaa 0iI Co, P.O. Box 6207 _ - _ -- - r►t ?- N/F ABBY ROAD ASSOC. plan and notifying the Director of Public Works, `Down of _- - pr (Y East Hartford, CT . Ind. ---- a �� F GLq \ �� co South Windsor or the proper Town agency of any transfer of SS MA �' h 24 83 Ellington Road E a." N \ � this responsibility. The owner shall be responsible for 9 gidio Tonutci 31 Howland Road i Zo Jb rb �. conveying a co of the Erosion and Sediment Control Plan + #. C.a'• Q 3 4 �o 'o ' --RETENTION BASIN Y g PY went Hartford. CT Ind. 10 II / if the title to the land is transferred- "s :. Co rE - rs-fi /� t 25 37 Ellington Road Egldlo Tonutci 31 Howland Road on ® t �/7 f west Hartford, CT Ind - _ 26 39 Ellington Road Arthur Spielman 39 Ellington Roa4 Ind. `4 1i1k I ' f DUMPSTER ON CONC. D 27 27 Ellington Road Kathleen Stephens 27 Ellington Road Ind. f ` a STOCKPILE AREA r 28 Ellington Road Kathleen Stephens 27 Ellington Road d W/6 STOCKADE FENCE Q 9 Ind. r '� Syp 30 190 Burnham St. Abraham Glassman 190 Burnham Sc- '. Ind. "" ,�_ i/- LC - /• - `� f 1 C - �� _"� !2"OF I" GRAVE 31\ COO 32 200 Burnham 5t. Albert Meyer 200 Burnham St. Ind. BASIN S ' vim cam._ Wv B \ f s EMERGE / _-� - �� 56 Sr EMERGENCY R e 2.500 GALLON SEPTIC TANK -� EQUAL TO ROTUNDO ST 2500 N/F MEYER F.L. IN 58.50 F.L.O U T 58.25 58 � PAVED � •�,, •, ,•.� - �'• -� - v � � %�� LEAK-OFFS rG�i D � � KEY MAP _ Eo� SCALE : ►" = 200' `\ 5s / _--'" 5 ;- ,� 58Z _�.- �� !�' sin , ROTUNDO DB-5 EQUALDIST. BOX TO OCT 3 1 1981 FL. IN 58.17 u F. L. OUT 58.00 South Windsor INLAND WETLANDS AGENCTJ - M CONSERVATION COMMISSION LEAOH T DEEP PRECAST ING�; ;• j_ � !,.f `o g8_ ~., - ��GN�OL�S F. L. 58.00 GALLERIES I�InA 3 34 *? , asgr rN C' , / �/ P 1 1 hereby certify that these plans have been prepared substantially in ErJ T� t ' • - " e / ' ti ) ' r accordance with the Zoning Regulations of the Town of South Windsor for Lac �,E� N ,�' ' I .. / , ► t g g Vj O►� 3 S(3 Or, {� N f ; �� 1NG O , r '� ' ! erosion and sediment control "and the Connecticut Guidelines for Soil" G BE RED• f D ' Erosion and Sediment Control by the Connecticut Council. on Soil and Water 7D E w. E F w. - --- - 6 O S Conservation January 1985. Y A� U SERVIC �X, �r I ' e705 , :6X• v 1161 a �- -/-,F-5/4z4,2�,�I�, �._ By �_J~ Jam' f 9 l ' / Dii t e" 7 Vto Roo ♦� ,o��,�E o , , f � � .,� � � - t0 ,Z .� r v.. ..,.. `X/ LT i Dp0 1 / / •� ,�:) ! 4� N R=5 ,o77,87I\ - -ion r� Nate: The word "certify" is understood to be an expte f'v wry �X. EL ,�G / .� 1_ ,�` professional opinion by the Engineer which is "bagwG ones Est x w 1GRp,VOtPCy / 4►�" m knowledge, information and belief. �e-cy�ch it ab�is�l -0 1 P�yT1 -0 / 5Q �/ 1 N C neither a guarantee nor warran N N p ti PPRON � �F F:61• 0000 4/ .� r s EGA L • 6�•5 _ N/F ABBY Aote O 59 ROAD D ASSOC,A S S 0 Cn„4aiinnrnrr P �{WE -Roo FF• r 15' d„���,°�`� ivp wp�sR S.���G OR ��-�D `1N o, R0A0 DUX ,F 6,��` 'I ,0` �- +� o. 24929 `4;� 0 AL � `q r� �� _.� ES LNG• N , pGR NOTES. LEGEND OWNER -APPLICANT lionL -.4 w1� CIN , ALBERT MEYER I. NO WETLANDS ARE PRESENT ON SITE o EXISTING MON. 230 BURNHAM ST. SOUTH WINDSOR,CT. 06074 1 2. NO 100-YEAR FLOOD ZONE IS PRESENT ON SITE o EXIST IRON PIN 'i tl r O TEL. 528-6526 $as° ^� 3. SOILS ARE I NnA NINIGRET FINE SANDY LOAM • PR0P,0SED IRON PIN DATA BLOCK 4I ZONES HAYBALE WvB WlNDSOR LOAMY FINE SAND, ® EROSION CHECKS ro =2 RED PROVIDED SILT FENCE Q� ' Z6 CANADIAN HEMLOCK {TSUGA CANADENSIS} r6°i - LOT AREA 20,000 S.F. 438 AC GRASS LOT WIDTH 100 FT. 339 FT. ANDORRA JUNIPER • 44�4'"`eC O k PLOT P L A N LOT DEPTH 150 FT. 744 FT. .•4`t�;•••- kf�r''•, 12 oft GRAVEL BENCH MARK ,ram";••'pr^ oI--. = TOPOGRAPHIC PLAN PARKING N.W.CORNER FRONT YARD 35 FT. 52 FT. h�•'.i 1.-�.�� PROD. MANAGER: W.D.O. CONC. MON. 4 10 4" = EROSION CONTROL PLAN CHIEF DESIGNER: c.o.s. FUSS&OFNEILL �` - EL.Ev=62.91 SIDE YARD 10 FT. 12 FT. •.#13 r.,r:- con (M•D.C. DATUM) �' REVIEWED BY DATE consulting engineers 2 REAR YARD 25 FT. 80 FT,q. 110.6299 • BOUNDARY J.D. 4-4-88 g g BUILDING HEIGHT 40 FT. 20FT."� „4°r „?rsTcpt;�'�`��� MANCHESTER CONNE TICUT •yOf�+roNAl�E�a FIELD EDITAIL LOT COVERAGE 75% 34% 24,7°/G BLDG) �w'•..... �`'`� I hereby declare that this map is substantially correct. This map ' - t4,plllll/Jj��, and survey were prepared in accordance with the standards of a GEOMETRY J.D. 4--4-8 8 PARKING 8 SP/ 1000 SF. 53 4 (#NSIDE)= 57SP sib• OfCONIV .,,� " DRAFTING J.M.T. 4-8 - 88 SITE FLAN I SP!2EMP 0 ������ Fe Class Tz survey as defined in the Recommended Standards for = 29 EXISTING SI? ��.�`y�y�Pt" °`o;���6! Surveys ant�PA# in.Ehe State of Connecticut" as prepared and , SEPTIC C,O.S 4-8 - 88 �t r ++�vv �� adopted by tite Conneciic�st Association of Land Surveyors, Inc.; FOR -I-i, s 40 NEW E MP. : «�3 r = on Septem� r i3,`198d RETENTION BASIN SECTION 2� �Q��s rs* = = : - REVISION DATE: ALBERT MEYER + 480 SF. 9� 7- = 53 SP %s 6 ZgRleao r` A ® BURNHAM STREET SOUTH WINDSOR, CONNECTICUT ` L•S•�f 6299 HOR. I IN. 40 FT. DATE I- BK. PROJECT SCALE: 1iER. 1N. FT. APRIL31988 358 87-339 A SHEET NO. I OF 2 r . --=_.:.1 '102EhH rvEliuru a co 6 MIN. COVER SWALE r 2" HAY OR FILTER FABRIC r ' BALED HAY OR STRAW I" BROKEN STONE h GRASS + tr «fit�a t tl, p,�{ h ► ti r` o ° a BIT PVT y+r � • '- � a 1 O M ° 0 /00 BALED HAY OR STRAW °d ° o u O e 10r r11 k„ , , l0v co n� 0 � _ N� l♦ M It eo Q°°o ,^, y 1 4-=- -� ° +° ° n BIT CURB L] O o o M M W � d0oo Q o G 4 N t r s ► A h� i � Lr A� Cr 1 1 4" E s " 4l M l ILM.4. l M. a BALES TO BUTT > TOGETHER � d Q '" r ' -" 6't - LEACHING GALLERY SECTION NOT TO SCALE PLAN 1 ,� � BALES TO BUTT TOGETHER e ,P 1.. . Flow_ TEST PITS r--- -BIT PVT. ---- BIT CURB Reserve Primary PLAN 2-3"LONG STAKES OR REBARS 011 - 6 0" - 81" Dark Brawn Loamy Sand & Topsoil EACH BALE - 611 - loll 81, - 161, Orange Brown Fine Sand LOAM FBI SEED -_r 101, - 5 1/2 ' 16" - 6 1/2" Gray Brown F-VF Sand, Some Silt 5 1/2' - 10' 6 1/2 ' - 9 ' Fine Silty Sand 10' - 12 91 - 12 1/21 Gray M Sand & Some Silt EXIST. GROUND PLAN wet at 10' Wet at 10 ' 4 PROCESSED AGGREGATE BASE No Ledge No Ledge 2-S LONG STAKES OR REBARS EACH BALE PERC TEST ~ �'�� fit /� " '� I t 11► 'f Time Depth Rate SECT O N s OPE 11:05 10 1/4" 0.24 COMPACTED MEN1 5' 11:06 13 16 1/2" 0.33 PAVED LEAK - OFF BACKFI LL N� / ADO 9P 11:08 19 1/4" 0.36 EXIST. GROU E Perc rated min/in SECTION 4"" LEACHING SYSTEM AT SWALE s" BIT. CONC. CURBING 19,200 SF x 1 emp/150 SF x 20 gal/emp/d = 2560 gal/d #2 Perc <1 min/in Application rate 2.0 gal/d/SF r\_:_i HAYBALE EROSION CHECK al/d al/d/SF = 1280 SF Eff. Area 1 -E/2"" SECTION 2560 2.0 9 9 FOR CROSS SLOPE SEE PLAN AT TOE OF SLOPE Effective Area (Use 2 ' gallery) 72 ft gallery + 1 ft gravel each end = 74 s 72 ft gallery + 1 ft gravel each end = 74 6 ft end width x 2 = 12 s" 160 ft I TOTAL LENGTH 50'-0 " 160 ft/trench x 2 ft depth x 4 trenches = 1280 SF Eff Area 5"CONC. SIDEWALK 1-1/2 BIT. CONC. SURFACE COURSE Use 4 - 72 ' Gallery Trenches 1-1/2"'BIT CONC. BASE COURSE 6 GRAVEL BASE 4CRUSHED STONE BASE 5" ROLLED GRAVEL SUBBASE 8" MAX " MA SELF-SUPPORTING SILT PAVEMENT SECTION FENCE FABRIC -OR- ATTACH FILTER FABRIC 4""x4!' WIRE FENCE ALL COVER MATERIAL Or.__. is TO WIRE FENCE W/ IF' REQUIRED DRYWELL SYSTEM TO BE j STAPLES OR HOG TOPSOIL RINGS -t ,sICE r1E::t 4'vry rnrr,n,: I..r,r. WOOD OR METAL POST •:c COVER Tc FrIq GRADE Y:I;I-r, r,;' RAVED AREA Dt:.Y. OF 2"" CRUSHED STONE i FLOW *„ -t2 ._z"_, < _AVER F,! L�,t� V" ::{UNTREATED) FENCE FABRIC RTING SILT I I S E C T ION r —OR-- FILTER - 1 - FABF�IC"ATTACHED TO 4 x4 WIRE.FENCE �-i: INLET --� I 1000 I i — ///--I// NOTES: ( l I _ __ _ _ _ _, I"TOti"BROKEN STONE OR SCREENED MAINTAIN ANTI—TRACKING PAVEMENT IN GOOD I � � � � � _Z' GRAVEL CONDITION THROUGHOUT CONSTRUCTION PER100 E I "" n BURY FABRIC 6 N ---------SITE ENTRANCE ROADWAY SHALL BE SWEPT DAILY TO U LI BELOW GROUND ° DRIVE REMOVE ANY MATERIALTHAT MAY BE TRACKf1) - -- -_- ONTO PAVEMENT. °. - - - --- Cu ELEVATION SECTION 1 2� 1-___ B'DIA. _ . OWNER—APPLICANT 24' o NOTE ALBERT MEYER kPRECAST CONC DRYWELL EQUAL 230 BURNHAM ST. f O oeHDS20N4L )VOtcTN . w H 4OAD SOUTH WINDSOR,CT, 06074 ---- -_- I _ SILT FENCE S E C T 10 N T EL. 528-6526 of ` DRYWELL EDGE OF PfAVE_MENT f PROD. MANAGER: W.D.O. � BUILDING CHIEF DESIGNER: C.O.S. FUSS � �NEILL' LOC AT ION PLAN I REVIEWED BY DATE OVERHEAD DOOR RAMP - consulting engineers FRONT OF I{/� PER FT I �PER FT. BOUNDARY J.D, 4-4-88 2 a�+Oq++GOH,E,'��� MA NCH ESTER , CONNECTICUT ,. � •,,,,.,..�-c��..� FIELD EDIT I T r�P•'` �` °� �'�= = GEOMETRY J.D. 4-4-88 CONC. WALK / RAMP \ CONC. WALK WALK CURB CUT I •h",�,r ti .6A:, ANTI " TRACKING APRON \ \ ;* �'r:* DRAFTING J.M.T. 4-s-a8 DETAILS FACE OF CURB -. A No.6z99a e FOR +~�°'" 'f�-nTcara�♦.♦,'! REVISION DATE: ELEVATION r"... ALBERT MEYER aKa� .PLAN- GUTTER LINE '�•••••°•,''' L�-�-rr-sa _ LSBURNHAM STREET SOUTH WINDSOR CONNECTICUTSIDEWALK RAMPHOR. 1N. FT. DATE FLD. BK. PROJECT SHEET NO. 2 OF 2ALi= yER. NO IN SCALE FT. 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't C �'- H • - -I ... - C - . ._ H�---i _ _ ---� = : - ' . . • �• ' .. : .. . .. I . . ... . . . �- • . C - � � - ��� � .. f . � ;. �' • . .. . ... _. ' .. _ ..� . ,� • _ '.. : . - � C � _ _ to � �. � �. - I .. - r � �pp � . . �� I � I .- , � � � ; �; - .. 1��g Y � . i ii H i ...__{ . j - � � � '� _ � .. . . . i� z � � q ,� � S3-IEET YtTI,E � . . • Go �. �' ,`.' � i� � � �1 � -.;_ . : ,, . : ,. � THIS. DOCUMENT,. 'THEN. IDEAS.:. AN© .DESIGN , . S i .. ,.. ;. ,. Ire I _ � ��� .�,'�`�� 1NCORPORATEO HE3�EIN, AS AN..iNSTRUMENT OF m` �.� � _ . . .. ,.. PROFESSIONAL SERVICES, IS.THE PROPERTY OF.THE ",�'�' � . .�oa ��rbta � - _..,�., � . OLE OR IN .. ARCH1�fECT;AND tS.NOT-TO BE USED,IN WH .: PART, FOR ANY. OTHER PROJECT OR BY ANY OTHER _ � ���� � ���`g "' �, � �� � PERSON. OR CORPORATION OTHER THAN THAT e o � .{� .�{ ���t � NAMED HEREON V�IITHOUT THE WRITTEN AUTHOR- <_��� .�. �, mo c�,I�.���Il.tl.��C�.tl,.�-�� C'� ��-Il�:Il��I�Il. -. .:. k ,� RATION OF,THE.ARCHITECT. ANY SUCH UNAUT'HOR-. �. , €a .. IZED USE VVILi_. 6E SOLELY AT THE USERS RISK A � � a � �� � THE ARCHITECT WILL BEAR NO RESPONSIBILITY ��' � � � ��. �� � .�1t1. � ����1 ��, ����� �� ��C'?`� . � .: ':. ,, � �� a�. � � � � �,a��a �g4�t����,.� .: ARLSINV OUP' OF SUCH USE. �{v�.rxs�...--xis:- __.�X,:x�•.r�xr»r.,xrana�„�a-�,�rt�ra�:.a, ,:.- -�: - � �,a�:R.�,...�a. - �� � - .. .. � � � :� - ...� - �� � .. - _ �_ ,. �.w.e...�,�._��..�_�.. e�[:u✓.y®iRf9 zv+.=_A3. iS] �IA�E ^.-�.1ri.L` .. ,. �� � � —