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HomeMy WebLinkAboutPlan 90-03P Burgess Subdivision '.. '., 1 _.. .. - ' - _� : y,r-..-.. I i re I SURROUNDING PROPERTY OWNERS (5001 RADIUS) o LAND FOR q4 }B l•1i 11 ir,m J . I'r ctElr:l' 1 suBaVSoN F 1 3(? F�E.(r.}. 1 anct I�or,t1 1 Gti — 1 1t 103- 1 JOHN G. JR. AND THERESA G, SAMSEL 1 THOMAS BURGESS 99 RIDGE ROAD 1OL}_ ?5 I6 JUlll-I G. Jr . & 1lteresa G. 5anisel 2cS--3 Btic k 1 nrid Road/99 R i dtle Road 11 —�'i 1 95-15 Er,rl n. 3 Rarbal a ii, T7eiCttlr �� 1 (}L}-_��•-/ 1GG-23 Bur.!- I and Road/ lh'7 Abby Road \� -2 � Olfr } 13r1 . 1 Jctliii i; . Jt . F. 't heresy G. S,i(Tlse} GAB" 1 �� C2itlge Roar} � �\ I ,. ti - _o;; ;(;- IQ'► -, tsar } R . P- }•IarCia C. SV . SuTidiI \ � ! r 1GLt- 16 / 1 R i fj e RoaCl \�� J c) ) 4 �' �•. ���t)t!�/) r�L/!/1t�cSi)� ] t�rl rl flrttltony I P. ttel iltd�� E . Singesl:y 104- 10 `i' lOt+- 17 J /ot!)Jt Ul/���<)!!7J/) fl�f/Ifb() e. 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Iianaclt, Planning Dix:ectnr ` / 4 '!'lit' fr,llnrtin) am modirind Item,- 1 . :It'll 5• of tilt, ";1111itnri ;110 J. Coll.i.ns, Cllipf Building Official. OF 3 COVER SHEEN 7.�'n i nq r +,unni�n t nn' !la tell 2r,, 19,10 ai,},rnva 1 I n1.1-nt' rr,r 1 h„ al'nV,. J. IaTTetta, '1'nwn Engi-neer SOURCE: rr,fnirnr-n,} i.rnlnrr : 1 s}t2lW, sll{1t:. Rf roltnt:inn (:nnt:irtt 2 OF 3 TOPOGRAPHIC PLAN 9`ir18 E, Sh t l i.t l t. of�RPo L l ti SOUTH WiNDSOR ' ASSESSORS MAP t: This a}'�rnval i:: f.nr 7 1 1 :•, u311nhr.lnrl 1 anti 2, }'ius 1'arrr.i 4J, T,antti.tltl, Fi.rr? ASarsital 3 n I It ar inlicatnrl "n nl'Ii,r. 1irr�istrar of vnr.�rs 3 OF 3 CONSERVATION PLAN ? +%Eng inner . i 5'. n} I Ir,t t r.ha l l I' srl v irn11 t,y a .n.+•I't i r f--Y!:i n11t; }'r:l.,•Ili j r. ltppl xcane i (` n r:uh ir?rt I n .1ppl-r,va l nr 1 h^ 'r-wil `+art i t ar i all. r7,C f f 1 r- n-11 r,l,lif'r InT}nu: an') cr'rt,lit iolli 'If ihn 11:n+•11 7f,, tr14(I a1•I'r„'al 1r*I.r^r" am rri r^If1a}n its f1111 ft+trn an'I nrfr,rl . . i i . : . I . Vary 1 I'ltiy y'Sttrs, • 1.1 nriti T NI: nlllt Z( II ttl1: (. r ll � �,_,,,.:u I.., 1 '(11 i-STrtll .•.r•-- q'. 1 1. r l f, .,, t I 4 F«>4 ' I nn i::n l Evattr J� 1 _. ('het i r malt zoNE: AA-30 �, KE MAP ^ I� ( a. - ,..rpRwo•—... _-:,,,vr++[r/i2R'—. _.'.{`'-�-w�.-ry.�� -'+.,.".'C 1 ITEM REQUIRED/ALLOWED PROVIDED \\� �� j �(,,' („'J ���� zl 1. / - II _ { BUT ����1 00 '" P u!d ++Vi ���I 1` � Total Tract Size N/A 999,135 sq.ft (22.9ac.) 1 I� O , �__��- _ . . ,__ _� .®.��� �... .� __,..� .: -- ..�..,�.,u A_ rr: inlanri slut sand:: ncl^nry/('r,nr:nrval:i+'n Vcvmli::r:i„II D &T ' r!. 111d 1-•h, r i a tttt i s,g r, r - r r,r Lat Area 30,000 sq.ttt 43,079sq.#t.min (O.98 Uc) 4 (";' p� $ ( I vt r ,t r #. , n , } tt (tf(1 i 1 f Lots , r V� i:S P ., ��, •���r4 'i '�V1.tt.r � (,o 1 1 t n. (:I,i t [t I i 1 j g r n ` 2 Number O 4� - }. }a-r.neta, 9'n•.nt Enuitlnrr 5Q 149 Front Yard LOT I �� I s . r'. slaw, Su r . of r IIt1 i t rl I r 1 r 55 T' Rear Yard 5O j E. tln l l r,v i 1 i r'-, It::::n,::nt. n "% Sr, t.tnni1l!1, FiTr, star hai Side Yard •' 204 134rr I APPLLCANT }tnf 1!:(-1-a l" n f Vnl'.^1-^ - -■ Lot Width " 1501 15O r �' rrt tk) THOMAS BtlRGESS rod ssi s Inc. --•Enrl i nnnr Lot Depth ,+ 150 209 ��� n{,I,I ic.ln[ � --~'�"�"~ 36 RIDGE ROAD 1 ;:f: r i 1^ Llat Coverage-t oT ! Building t50% 4 9,% 644TH8WINDSOR, CT 06074 ' •r CIVIL ENGINEERS - PLANNERS - SURVEYORS IMPERVIOUS 15 /o II Al l 1 170 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT . ; , r .. - - -� p - ---_. - �._....».....r - -- _- ........-�_ ." �_- a .--.....___. ____--___-_`_ _.-.1-.-...,T.- i C " N22'08'15"W N/F N34'03'11"E 51.86' N33'50'25"E 71.24 34.97 , JOHN G. SAMSEI , JR. Existing hydrant and - water main 250 240 4 44 --�"�'.�. 165.61' I 21.�. to �� ..�._....----�--- �"'_ ""'�- �� `S,2 0'50" W� 432.53' 1 -� . NIP \ 0YD ` _ N 47'56'2 Q"W r^- ^` ..�_.-- -•-- 1089.43 �. .` ' I \ �- u' THOMI�S ` 1 & c° 58.51 �--_' 32'40 50 E - ( J ,<v - - ( � _ I \ ``' _ ^ 1 �' AL NA ut°i LOT 2 { 23 \` \ . ' ~ 'MARGARET TAP J NES -- � ` �jr St rm water structure 260 r ` �' --.. -.�.. `\ `� \ D ^ �' - - - _ - - - - - - -�v )3URG SS -� 1 1r t _ s,iMiT OF WE r ' • `N 56�21 26 W r �" (typical) ` - -- - _ __ 1 39`21 q w a 1 \ 1 1t 14 -- => _ Existing sin e j 46 t � ` S35 00'00„ ' ..-----� ----- 24 _ _ S ----- �� \- -___ N/F �� ' ' t / --- � "1 s � i ' PARCEL B --- © ` �254 P7�fi � � \ `� L r SNET 365 JEAN MARC JACQUES `n _ I.�AND ''o BE DITDIm " �_ CQ I ` o REMAINING LAND OF THOMAS BURGESS {PARCEL A)• NOT A BUILDING LOT. ARP _ �1 r ( �I �� AREA = 467,270 sq. ft. \ �� `� ` � - -10.72 acres �s 1 mI 1 r I t NURSERY _ _ - -- - \ W 270 ' , ` ►, ` s,,8-� ` Ex. i z rn oCn \ \ r A r / ► M ` . ji j 0 SNET 364 �/ FOLIAGE LINE (tyP) .� �� �� \ �• } I' \ 1 r r l 1 j 00 37.71' J :... .» .-----------.�"""'N..32�. ._" --•- 2232.54 �� r , „ 258 Ex. CB 32'45'39"W„�._ Ex. CB impSNET 363 j .�.. ..-. --- --r--" 9 E «- / N 32 45 3 254 254 ` 270 260 274 i MONUMENT i FOUND (typical) i NIF TEST PIT DATA JEAN MARC JACQUES \ OBSERVED BY: DA - DESIGN PROFESSIONALS, INC TOWN SANITARIAN TEST PIT 1 11/14/89 AND 11/30/89 TEST PIT 4 S j242 /240 TEST PIT 7 NOTES S 5 �2 " £� N56'2 26 W 0 - 12" SANDY LOAM FELL 0 - 4" TOPSOIL 0 - 10" SILTY - TOPSOIL 12" - 18" ORGANIC LOAM 4" - 16" SANDY LOAM 10" - 32" SANDY SILT 1. STREET LINES ES`I'ABLISIiED BY EXISTING MONUMENTATION H '� 1' 40 50 18" - 24" MEDIUM SILTY SAND 16' - 27" MEDIUM SILTY SAND 32" - 60' DAMP REDDISH COARSE f r " " 2 . PROPERTY NOT LOCATED IN FLOOD HAZARD ZONE COMMUNITY \ E l 4 r z 24" - 36" COARSE SAND 27" - 38p COMPACT COARSE STONY SAND SAND AND ROCKS � , 36' - 54 SANDSTONE LEDGE 38" - 60n COARSE SAND " PANEL NUMBER 090036 0005 C 54 - 78 SANDY GRAVEL 60 - 72 MEDIUM COARSE SAND WITH SILT LEDGE AT 60 Ns N � MOTTLING AT 30" 3 . WETLAND LIMITS DELI14EATED BY HIGHLAND SOILS, JOHNNjw� LEDGE AT 44" NO LEDGE " WATER AT 57" IANNI , CERTIFIED SOIL SCIENTIST FIELD LOCATED 9/18/89 NO MOTTLING MOTTLING AT 36 NO ROOTS \ ti WATER AT 36" WATER AT 60" 4 . `i'OPOGRAPIIY FIELD VERIFIED FOR LOT #1 ONLY . REMAINING rn NO ROOTS NO ROOTS TEST PIT 8 \ » J 1� 0 - 10" SILTY LOAM TOPSOIL TOPOGRAPHY `TAKEN FROM `TOWN OF SOUTH WINDSOR TOPOGRAPHIC r r �s TEST PIT 2 " TEST PIT 5 " 10" - 24p SANDY SILT LOAM MAPS ( y LOT 1 r ® r' IRON PIN TO BE 50' ' 0"- 8 " WOOD CHIPS 0 .: 11 " TOPSOIL 24' - 72 COMPACT COARSE SAND 5 . RIGHT `l'O DRAIN ONTO PARCEL B IS RETAINED BY PARCEL A 43,07�t. ti REMOVED r 8 - 17 SANDY LOAM 11 - 21 BROWN SANDY LOAM WITH SOME STONES 4,98 ac. , r �22p 17" - 24" GREY SANDY SILT 21" - 33' GREY SILTY SAND 6 . SLOPE RIGHTS ONTO LOT 1I1 AND LOT #2 TO BE RETAINED � P�°� � J "S, 1 ( ,� Exist ng T8g 24" - 33" SANDY GRAVEL 33" - 56" COARSE SAND NO LEDGE BY PARCEL A OPEN SHED 33" - 40" GREY SILTY SAND 56' - 75" LOOSE SANDSTONE LEDGE MOTTLING AT 36" 40" - 78" COARSE SILTY SAND GRAVEL WATER AT 72" It r BIQd o9s7 7 . EXISTING BUILDINGS ON LOT 2 ARE NON-CONFORMING TO j NO LEDGE NO ROOTS 50' B. F 5 ( TO BE f r } ` wl NO LEDGE MOTTLING AT 36" BUILDING SETBACK LINES j + �, REMOVED [ ,� 1 w 238 MOTTLING AT 17" WATER AT 50' TEST PIT 9 " 8 . NO BUILDING PERMIT SIIALL BE ISSUED UNTIL WELL IS N o F 2 9. r N v N �f� WATER AT 48 NO ROOTS 0 - 17 SILTY LOAM TOPSOIL ., ,, , o �, INSTALLED, TESTED AND APPROVED BY TOWN SANITARIAN. ROP, HODS r NO ROOTS 17" - 340 SANDY SILT LOAM 1 m t n " 96.91 34" - 72" STONE COARSE SAND t Fl = 253.0 a) 56.0� TEST PIT 3 TEST PIT 6 9 . RIGHTS TO TRAVEL OVER LOT 2 DRIVEWAY GRANTED IN z � .` N X.� z HIS HEIRS AND ASSIGNS w + r Tea FAVOR OF .THOMAS BURGESS, I 0 - 10 TOPSOIL 0 - 14 TOPSOIL NO LEDGE � j N INV-247.8 i y�li 10" - 23" SANDY LOAM 14" - 30' FINE VERY COMPACT MOTTLING AT 54" N �i r , " " w f --1--20 B.L 23 - 44 MEDIUM SAND SILTY SAND NO WATER `� Existing ' 44" - 72" SANDSTONE LEDGE 30" - 42" VERY COMPACT SILTY SAND NO ROOTS 'D No ,� t o SEE NOTE 9 g A Building" IW _ 2k7.0 t r = FOR TRAVEL Extstin g r j 42 - 64 COARSE SAND rn v LEDGE AT 44" 64" - 78" SANDSTONE LEDGE TEST PIT 10 IN 247.3 ,,j RIGHTS ON Tree r NO MOTTLING m o o EXISTING ry 1 , 0 - 8" TOPSOIL 250-, '- `' y ~`- t r 'a DRIVEWAY 0 Existing f " 8 - 21 MEDIUM SANDY LOAM w • `� r a M 10.tShed NO WATER NO LEDGE " " ro h ►�`' '1 S cn , Nn 1 NO ROOTS MOTTLING AT 32 21" - 60" VERY COMPACT COARSE SAND °' �� `��� �, k,`' r / �'` I r! LOT 2 WATER AT 64 • a. � ti � c o r , , ,60*- 72' " AND STONES $ 1 , .� mod` , B R v D �� •P � � __.____1 SQII4II sq, ft, m w NO ROOTS 60 - 72 SAND - STONE LEDGE , c'' ti a- ' (BREAKABLE) �o�, 4 �" � } , 1.14 ac. i 5 a , LEDGE AT 60" 248 ' tP NO MOTTLING s ry5 r r O NO WATERTP ��•s o ,' 10' WIDE SLOPE Ri T ► 1 _ � rn NO ROOTS Za5 �' (SEE NOTE 6) ! t Exi;tMgT-Mi ► ' J F ti� I see Note 7} 50' B.L-r -"-�- - SEPTIC DESIGN DATA 246 x ' tzj R = 25.00' I ! / E 236 NUMBER BEDROOMS = 3 Exist. Type 'C-L' CB T = 25.00� I y A = 90'00i0O PERCOLATION RATE = 14.1 IN/MIN TF = 243.39 D2 SEE DETAIL BELOW L = 39.27 �' 1 R = 25.00 (10.1 TO 20.0 IN/MIN DESIGN RANGE) FL = 241.09 in r /2 FOR DRAINAGE PIPS T = 25.00, �. L = 39.27 REFERENCE MAPS REQUIRED SEPTIC AREA = 675 S.F. FL = 240.49 out f� _�� s N 52 48, , / � r Spud Limit N 2 46'40" W 150.e - - - - - 3 100.00 -- 52•4@40' W�� BOUNDARY MAP SHOWING APPROXIMATE U PROVIDE: THREE (3) 75' LONG x 3' WIDE ,��- -1h''�'ACeMP-`--�- - -Stgti - _ " - •' - - - - '-r:i - - _ - - - » .. _ » _ - - - . . . » - _ _ - - ..R,Ep. - - - - 211.11' ` MATE FUTURE HIGHWAY NON ACCESS LINES LEACHING TRENCHES HARTMAN��TOBACCO COMPANY PROPERTY, SOUTH WINDSOR-MANCHESTER, CT. rU DEMIN&/ Z STREET � \`� � 23t; SCALE: 1 =4Q0 DATE: 1-10-73, .REV. 1-10-79 EFFECTIVE LEACHING AREA PROVIDED = 675 S.F. �� _�__ GRISWOLD AND FUSS, INC. • Storm water structure I PROPER fig s TF = 241.82 Top of cover = 237.06 R PERTY MAPPED FOR JOHN G. SAMSEL, JR. Exist. Type "C-L" CB FL = 238.89 in E. CO.) FL -- 235.56 LEGEND `O' TF = 243.65 FL = 239.05 in S.E. SNET 365 Qaaa�S�''', A�;'FL'y I BUCKLAND AND RIDGE ROAD, SOUTH WINDSOR, CONNECTICUT SNET 363 SNET 364 FL = 238.47 out `'" FL - 241.45 TRAVEL EASEMENT IN FAVOR OF LOT 2 SCALE: 1"=100' DATE: 10-22-86, REV. 10-24--86 os IRON PIN TO BE SET '.T'IiF: WE',T'LAND SOILS ON THIS MAP WERE BENCHMARK - R.R. SPIKE 1' ABOVE GROUND FUSS AND 0"NEILL, INC. or IRON PIN FOUND IDENTIFIED IN THE FIELD USING 'THE PAVED APRON TO BE INSTALLED ELEVATION = 241.36 o MONUMENT FOUND CRITERIA AS REQUIRED BY P.A. 72-155 TO PROPERTY LINE t o W n. 2ss� PROPERTY SURVEYED FOR THOMAS M. BURGESS • • INLAND WETLAND BOUNDARY AS AMENDED BY P .A. 73--571, P.A. 87-338 , (n O FL = 239.33 -°� -�,srep.f ��t` FELT ROAD, SOUTH WINDSOR, CONNECTICUT -----z50----- EXISTING CONTOUR P.A. 87-533 AND ARE ACCURATELY RA`T I;LY a- NAL 00 `fit• @ SCALE: 1"=40' DATE: MARCH 1948, ADDITIONS JUNE 1965 -Cat--- PROPOSED CONTOUR REPRESENTED ON THIS PLAN. 12" CMP 0(� PLOT e�' eeaeaasauud°0 `p PETERSEN AND HOFFMAN, ENGINEERS PLO '` P�J�''�' FL = 239.84 �o APPLICANT TEST HOLE D FL = z39.zs 8 PERCOLATION TEST '[. ��^"" 2- H-90 GRAPHIC SCALE THOMAS BURGESS �..... EXISTING CATCH BASIN AND PIPE - - ® " = 40 0 20 40 so F+100.5 PROPOSED SPOT GRADE CERTIFIED SOIL SCIENTIST DATE _ _ _ ® _ _ _ _ _ ,.�. _ _ »» 36 RIDGE ROAD SOUTH WINDSOR, CT 06074 ( ter } 644--1877 i inch -- 40 ft. o s 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS GRAPHIC SCALE (203) 291-s755 i 4-,, LOCATIONS AS SHOWN ARE BASED ON BEST I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP , MAP of LAND DRAWING TITLE SHEET 0 co 10D 0 50 100 200 Jo AVAILABLE INFORMATION. ALL EXISTING UTILITIES 1 2-7-90 REVISED PER TOWN COMMENTS C S S AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A ® PREPARED for SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE�TATE OF CONNECTICUT- AS PREPARED AND ( IN FEET esmi9n T A c SUBDIVISION PLAN - ADOPTED ALL UTILITIES ARE TO BE STAKED IN THE FIELD ADOPTED BY THE CONNECTICUT ASSOCI ON OF LAND SURVEYORS, INC., ON THOMAS M. BURGESS BY A LICENSED LAND SURVEYOR PRIOR TO SEP ER 13, 19 AND EFFECTIVE UARY 1, 1987. i inch = 100 it. 6iro f eSs!®nals, inc. DRAWN BY KD/DA JOB NO.: 89-435 CONSTRUCTION. k 3. THIS PLAN IS INVALID UNLESS IT BEARS THE /- ,r- 70 12882 Coordinates from MDC Grid System ; RIDGE ROAD 8C DEMING STREET CHECKED BY RPM/R✓A DATF 1-5-9Q IMPRESSION SEAL AND ORIGINAL SIGNATURE S YOR'S SIGNATURE DATE LIC. NO. U.S.C.G.S. Vertical Datum '- civil engineers • planners • surveyors OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRlP770N BY Contour Interval 2 Feet 1170 ellington road (route 30), south windsor, connecticut 06074 SOUTH WINDSOR CONNECTICUT IDRAWiVG NO.: E. BURGESS 89435-01 i i i 1 I I , 1. Set posts and 2. Staple the wire c3' excavate a 6"x6" mesh fencing to GENERAL NOTES FOR SEPTIC SYSTEM INSTALLATION upslope from posts. i the end of the post. -j-" i J dE e Wire Z / �1, ts'"' ?. Septic system to be installed in compliance with th Public Health Angie posts 5' upslope POST Fencing t 18' Min, { Code of the State of Connecticut. for stability p 2. The septic tank shall be a 1000 gallon double chamber tank and self- i /� ° &00 manufactured by Superior, Jolley, Rotondo, or equal. Septic cleaning. i I tank shall be placed on a six inch minimum layer of compacted gravel. 95' &o- r °' m �� 2 3. The distribution box shall be laid level on six inches of compacted 12" Min. t �/ °'� ° 41 PERFLIRAT an P.V.0 8 gravel base to prevent heaving or settling. 1 _ - ]� -� E „ ° ai 4. Inlets and outlets of the septic tank, and I _ tit - -` I _ t l`-I(I-I I I`I I I`I I t_ I 6 CT D.O.T. 2 STONE TO BE PLACED 12' min. \ �\ distribution box to be mortared once the sewer pipes are installed. I I=1 I \ i_ I I�-I�{(I I�I I= I- (I l� OVER FILTER FABRIC MATERIAL 5. Stone to be one inch diameter (washed) bank run or crushed stone. '-I I I=- It,�rI I I"_I I I;,I I 1-I(�- \\ . „�\ 11 Broken Stone SEE SEDIMENT AND EROSION / / a/ or Screened Gravel ,or, t SHEET FOR PAVEMENT WIDTHS \\Q. 4 4� ate" So min. 4'-0' min, GROUND WATER 3. Attach filter fabric to the wire fencing and extend 1 Backfill the trench and compact the LEDGE a it Into the trench. EDGE OF PAVEMENT i t excavated soil. THRU STREET Filter F t t TYPICAL LEACHING TRENCH I t CONSTRUCTION i t Compacted ' ANTI-TRACKING APRON NOT TO SCALE t Backfill t S� � not to scale . `,NTT. 11 ri �- Storm water structure Top of cover = 237.06 i FL = 235.56 Y I Y i CONSTRUCTION OF SYNTHETIC FILTER BARRIER U: i ac: i 240 t : 1 i i : I • i SEEDING SCHEDULE t� ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4' MINIMUM OF A = 90'00'00, TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE R = 25.00' ' RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10--10 s T = 25.00' OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW L = 39.27 RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. 1 s PERMANANT VEGETATION COVER SNET 365 SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 ` USE THE FOLLOWING MIXTURE: y i KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED TEMPORARY SOIL s N 7;11*20" E 209.74' AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. STOCKPILE AREA TEMPORARY VEGETATIVE COVER 1 �� i R I SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 i ��• PROPOSE DRE WAY t ANNUAL RYEGRASS 100% `" APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH ` •5 10 WID GRAVEL W Exist. Type 'C-C CB AT 2 TONS PER ACRE. = �Z�r_ TF 241.82 E ` �� FL = 238.89 in E. 5U'` - ----- ��� ( : FL = 239.05 In S.E. SILT FENCE(typ) 71301 I- I �5 ------ - ,, 1 ' FL = 238.47• out i t REIN WALL _-_- 246.____ l 4- F- •.a s•a BE E ) c` �` •,1#I Y �J 1 ANTI-TRACKING APRON SEDIMENTATION AND EROSION CONTROL NOTES -lC- ( r^• IN 9' Project Description LLJ IN ;248 xt, ] i 1 P PwRFLL I t The project is located at the intersection of Ridge Road and Construction Sequence o I ItJv `� �e ; t ; SNET 364 i Deming Street, South Windsor, CT. 1. Prior to start of construction, the contractor and developer _ 1 ! BENCHMARK - R.R. SPIKE 1' ABOVE GROUND shall have a pre--construction meeting with the South Windsor _--2Ag- ____�-----' - - = ri ° ` ELEVATION = 241.36 I Operations and Maintenance Building Department. c`n�► ( ;°�, s `�`. �; 1. All erosion control measures will be constructed in accordance 2. Prior to the commencement of any construction activities, the I I[ ® x� o o with the "Guidelines For Soil Erosion and Sediment Control" contractor shall install the siltation fence In accordance with I f2 1P�p by the Connecticut Council on Soil and Water Conservation. the plans. '� s�•.� � ` `�� vi: I 2. All erosion control measures are to be maintained or replaced 3. Install anti-tracking apron at the entrance prior to commencing r�i-"" `ni ` '�,` sr� � during construction as necessary. construction operations. �` o + 245.& Z: 3. Contractor is responsible for implementation of all sedimentation 4. Clear and grub trees. LOT 1 0 and erosion control measures shown on these plans. This 5. Strip and stockpile topsoil in the location shown on the plans �nF+252 £+ Zp o I 3 43 079 sq. ft, � responsibility includes implementation as well as maintenance. prior to construction. immediately ring soil stockpile with ,.1 ' I An proposed changes to this plan must be approved b the silt fence or hayboles. Establish temporary vegetation on �250 �•9G �• L^ -�___� 20' B.L�:-----r}• -i*� 45. i Y P P 9 P PP Y � .� � i engineer and/or the proper local Town agency. stockpile if soil to be stockpiled longer than 30 days. 4. Anti-tracking aprons to be inspected regularly to insure proper 6. Excavate soil for building foundation and place in temporary `�� t operation. Stone to be added to or replaced as required, and soil stockpile area. Immediately ring soil stockpile with 5 contractor will be responsible for cleanup of roadways as silt fence or haybales. Establish temporary vegetation on s t 235 44 s " , required. stockpile if soil to be stockpiled longer than 30 days. N 32'45*39 E } 5. Erosion and sedimentation control measures will be installed down 7. Perform rough grading and install building foundation and utilities. 250 gradient to disturbed areas prior to construction. 8. Construct driveway, place pavement, topsoil and seed as required. 6. Areas to be left bare for more than 30 days shall be treated with 9. Perform landscaping. air dried wood chip mulch or seeded with perennial rye-grass 10. All sedimentation and erosion control measures are to be until final grading and stabilization is to take lace. periodically Inspected and maintained during construction 9 9 p Exist. Type "G--L" CB I 7• Additional erosion control measures shall be installed during operations and remain in place until soil stabilization and i- TF = 243.65 construction if deemed necessary or ordered by the engineer paving is complete. Type CB ,AC e D ,,, and/or proper local Town agency. Exist. T G p TF = 243.39 ••Q SNET 363 I FL = 241.09 in FL = 240.49 out LEGEND j os IRON PIN TO BE SET I RESPONSIBLE PERSONNEL FOR or IRON PIN FOUND N/F E & S CONTROL a MONUMENT FOUND JEAN MARC JAC Q UES THOMAS BURGESS �_ INLAND WETLAND BOUNDARY --z50- EXISTING CONTOUR 36 RIDGE ROAD � PROPOSED CONTOUR TEST HOLE 8 PERCOLATION TEST SOUTH WINDSOR CT 06074 - --- EXISTING CATCH BASIN AND PIPE F+100.5 PROPOSED SPOT GRADE APPLICANT -----»-- SILT FENCE THOMAS BURGESS 36 RIDGE ROAD SOUTH WINDSOR, CT 06074 644-1877 i 203 291--8755 DRAWING TITLE SHEET " 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS GRAPHIC SCALE - ( ) '�a ° 1 HEREBY DECLARE .THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP ■ MAP of LAND a -4 LOCATIONS AS SHOWN ARE BASED ON BEST 40 0 20 40 so om I 2-7-90 REViSED PER TOWN COMMENTS CSs AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A ® PREPARED for �o AVAILABLE INFORMATION. ALL EXISTING UTILITIES �� n CONSERVATION PLAN N m SHOULD BE FIELD VERIFIED PRIOR To CONSTRUCTION. CLASS A-2 SURVEY AS DEFINED AN THE "RECOMMENDED STANDARDS FOR W 2. ALL UTILITIES ARE To BE STAKED IN THE FIELD SURVEYS AND MAPS IN THE STAGE OF CONNECTICUT- AS PREPARED AND { IN � I THOMAS M. BURGESS 3 ADOPTED BY THE CONNECTICUT'ASSOCIATION OF LAND SURVEYORS, INC., ON BY A LICENSED LAND SURVEYOR PRIOR TO SEP B£R 13, 198 ,"AND EFFE NUARY 1, 1987. 1 inch = 40 ft. ■ ofessi® als, inc.I ORAf4'N BY KDIDA JOB NO.: 89-435 i CONSTRUCTION. " 3. THIS PLAN IS INVALID UNLESS IT BEARS THE /- �F_ 9ti 12882 Coordinates from MDC Grid System : RIDGE ROAD & DEMING STREET CHECKED BY.• RPM R✓A DATE 1-5 90 3 IMPRESSION SEAL AND ORIGINAL. SIGNATURE SU VEYOR'S SIGNATURE DATE LIC. NO. U.S.C.G.S. Vertical Datum civil engineers • planners a surveyors OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY Contour Interval 2 Feet 1170 ellington road (route 30), south windsor, connecticut 060741 SOUTH WINDSOR CONNECTICUT DRAWDVG No,: E. BURGESS 894J5-DT j i _ - a ti