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05-05P_JOHN FITCH PARTNER, LLC & ANDRE L. CHARBONNEAU_JOHN FITCH BOULEVARD
1;1 0 0 N ai 3 .Q 00 ch h� IN c c O .n 0 rn 0 N :V N O O N i .O O �tt,_�;��r�sp=;�1 �� e lei 589 �u �� .sJ .sJ 1249 & 1265 John Fitch Boulevard South Windsor, Connecticut 41 Map Lot Name & Address Map Lot Name & Address Map Lot Name & Address 42 85/34 84 21 Forest Village Associates, LLC 84 51 Sartori Associates 85 24 JP Monarch 44 85/36 95 Rye Street 1239 John Fitch Boulevard c/o US Foodservice East Windsor, Ct. 06088 South Windsor, Ct. 06074 110 Pleasant Avenue 40 43 22 Gary R. & Anne W. Green 52 Michael E. & Jennie J. Albert Upper Saddle River, 07458 21 28 29 43 Bancroft Lane 80 Ident Road 26 Connecticut Light & Power Co. South Windsor, Ct. 06074 South Windsor, Ct. 06074 P.O. Box 270 Hartford, Ct. 06141 22 Data Block Data Block 23 Forest Village Associates, LLC 53 Dominic Frasca, Jr. 95 Rye Street 90 Ident Road 27 Kasheta Farms Inc. East Windsor, Ct. 06088 South Windsor, Ct. 06074 1300 Main Street 39 47 46 4''5 27 26 25 1249 John Fitch Boulevard 1265 John Fitch Boulevard 24 Deborah L. Schimel 54 John &Mary LeBlanc South WIndsor, Ct. 06074 C--I Zone - { Zone -1 59 Bancroft Lane 96 Ident Road 28 Connecticut Light & Power Co. 23 "' — -" -- -- -- 0, Lot Area -1.86 Ac. Lot Area - 11.99 AC. South Windsor, Ct. 06074 South Windsor, C.t 06074 107 Sheldon Street 1265 JOHN FITCH BLUR. 35' Building Line Lot Building Line Berlin, Ct. 06037 10' Side Line • 31 Patrick & Arlene Dempsey 55 Pamela N. Wentworth 38 48 � 10 Side Line 127 Gorski Drive 104 Ident Road 29 Wharton Wholesalers Inc. 24 25' Rear Line • South Windsor, Ct. 06074 South Windsor, Ct. 06074 P.O. Box 8 _ ❑ SS c'• 25 Rear Line South Windsor, Ct. 06074 �--s 41 S Max. Building Coverage Allowed - 50% Max. Building Coverage Allowed - 50% 33 Tim J. & Sandra Avampato 56 Frederick H. & Theresa Bitgood """is S Exist. Building Coverage -17.3±% -.. .�... g g Fvict Ruiiriinn Pf%warana - S2 ii+o/ 129 !dent Road 110 Ident Road 34 Bruno R. Patria 5j 5' �«y o-.-•---..-�.......� vv�v■a �V —V•V.r 37 I 5 OHN FITCH 85/24 Max. impervious Coverage Allowed - 65 /o Prop. Building Coverage-13.5#% South Windsor, Ct. 06074 South Windsor, Ct. 06074 275 Strong Road BLUD. o South Windsor, Ct. 06074 >,,.',:,<rr:;<><:>;; o Exist. Impervious Coverage - 52.2# /0 0 ,,,:�,F° _ > Max. Impervious Coverage Allowed - 65 /a 34 Peter J. &Leah J. Ingersoll 57 John &Josephine Hughes � 53 !��•� ����-.,.,.;.�<... �.,,��.. � cn 119 Ident Road P.O. Box 357 >>%%> Exist. Impervious Coverage - 20.1#% 36 Louis H. &Marilyn N. Goldberg :=>;:r,;;;>,::;, South Windoor, Ct. 06074 East Windsor Hill, Ct. 06028 1315 John Fitch Boulevard "``` ''' Prop. Impervious Coverage - 33.9±% South Windsor, Ct. 06074 36 35 Timothy J. & Tracey L. Haddock 58 C&R Ventures, LLC 54 105 Ident Road 55 Glendale Road 71 4 56 Glendale Road LLC South Windsor, Ct. 06074 South Windsor, Ct. 06074 11 Northridge Drive q� West Hartford, Ct. 06117 '� 55 / 51 36 David E. & Donna C. Belcher 59 Richard B. & Kelly J. Mellen 35 F--1 95 Ident Road P. 0. Box 619 5 Leanrd Werner South Windsor, Ct, 06074 South Windsor, Ct. 06074 84 Gilead Road _ 37 Virginia W. & Richard Scheller 60 Andre L. Charbonneau Andover, Ct. 06232 56 Ul 81 Ident Road 10 Abbe Road 6 $1 34 1 South Windsor, Ct. 06074 South Windsor, Ct. 06074 61 38 Frank C. & Marie Germano 61 1209 John Fitch LLC 7 Thomas R. Leone 62 65 Ident Road 1209 John Fitch Boulevard Bo Mt. Summer Drive Bolton, Ct. 06040 31 57 58 59 60 South Windsor, Ct. 06074 South Windsor, Ct. 06074 80 8 Rocco E. Montano 33 DRAWING INDEX 39 James R. & Lee Ann Keefe 62 Ernestine Charbonneau 1179 John Fitch Boulevard 47 Ident Road 10 Abbe Road South Windsor, Ct. 06074 62 South Windsor, Ct. 06074 South Windsor, Ct. 06074 SHEET TITLE SHEET N 0. REVISION DATE 40 Robert & Pauline Lavallee 64 John N. Filloramo 72 1 Waldo Brothers Co. 202 Southhampton Street 151 Strong Road 82 Glendale Road Boston, Ma. 02118 _ Glendale Road CIVIL L e,,,,+�, w;,,Ar.,,, r+ !1!`l17A e,,,,+1 w4"IAO ,,, n+ unary r riti �, it b'4 4 5 6 q-+4 3 f LLL j- r+. nnmtA Qou4-11 I ,- A--- P4-. V V V ("Y 41 65 135 & 145 Edwin Road LLC $ COVER SHEET ....................................1 of 9 2-9-07 11 Northridge Drive 7 EXISTING CONDITIONS & DEMO PLAN . ............ • . . 2 of 9 2-9-07 42 Frank Digennaro West Hartford, Ct. 06117 3 Of 9 2-9-07 P.O. Box 986 SITE PLAN ........................................ South Windsor, Ct. 06074 of Dusan J. Sc Edward W. hasneta 1 Kasheta Lane LANDSCAPE PLAN ......................... • • • • .. • . 4 of 9 12-10-04 43 Frank Digennaro South Windsor, Ct. 06074 LOCATION MAP . P.O. Box 986 1 „=200' LIGHTING PLAN South Windsor, Ct. 06074 80 Maryellen & Charles S. Brennan KEY MAP LEGEND 5 Of 9 2-9-07 116 Ident Road -•—SS— SANITARY FLOW EROSION & SEDIMENT NOTES ............... • • • • . • • . 6 of 9 4-22-05 44 Marylou LLC South Windsor, Ct. 06074-.--S-•—STORM FLOW DETAIL SHEET. . 7 of 9 4--22-05 77 Ferneliff Drive " " ' West Hartford, Ct. 06119 DETAIL SHEET. .... • 8 of 9 4-22-05 45 Brian Haller DETAIL SHEET . 9 of 9 4— 22-- 05 P.O. Box 32 New Hartford, Ct. 06057 J.R.Q ASSOCIATES /� 46 George Haller Family LLC - �J R L.J SSO & ASSOCIATES P.O. Box 32 - Land Surveyors & Professional Engineers New Hartford, Ct. 06057 y- —� `€ F�PlAL PLANS � 47 LADA, P.C. 0;= SOUTH WINDSOR � 48 Dale S. &Harriet B. Willson ` o . `+•""'°�r L-ORIZED SIGNATURE 1 SHOHAM ROAD +` `b Yam.. ,e st �.. °* `� GON1►1F' fy 72 Ident Road ` u_ * ° O •••••. C' ,, ` a ° U .r: Land Planners ,a � �°��r. �'�, d` o, oT EAST WINDSOR, CONNECTICUT 06088 ' ; ,oa west street ti.•°' • R• Ow e' �� •' Q '.R'•R�'' South Windsor, Ct. 06074 �, P R' 49 Andre L Charbonneau -' (860) 623-0569 Simsbury, CT 06070 (860) 651-4971 'oc��. GSNO,��-ice 1Q ; 0�� Clock Tower Commons . ��. L.Wi FAX: 860 623-24 $5 Brewster, NY 10509 (845) 278-7424 * s 'jam % �/ - —' 1265 John Fitch Boulevard • ( ) ; * ; �� South Windsor Ct. 06074 048 8No.08'kiWa P CD 3 .a 00 M 0 N 0 0 QJ c O L U 00 M 0 N O ;7 :i N 0 C) N M i................................................................................................................................................ ... - - .'.. .........'.... .... .. ............. ...............'.'.EXIST. BUILD/NG.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.' .............................................'..'.'...'..............'............'.'............'.......... 1265 JOHN RTCH BOULEVARD; ; ..................................................................... N/F Andre L. Charbonneau ; FL= .. ..... ..... —----------- ._........_.__ -- -------------------- --_........._ _ -- - , ,� -72..- , 30' WA TER EASEMENT IN FA VOR , OF CONNEC7ICUT WATER COMPANY I--.—�:::: -�--— .......... \�--••••••••-• �„I \; •• 55 PAR PACES _ -_ -- -• - - _ _ .68 NIF EXIST. TREE -.__..._____.....---__- --- - -- _ _..._..._._._'--_----....._ Dale S. & Harriet B. Will LINE (TIP) 66' = -`_.. ' - -• '" _ - "' --FL=625 --•-...................... __ S66045'0971E— -------------- _ - - --_ _ - - .C' IRON 1 S' - - - FOUN -66- N/rl Michael E. & Jennie J. Albert ' PINE P5" INE INES ,. Lot Area = 11.9,.9, Ac. \ r - -• EXISTING TREES TO BE REMOVED i - OAK 15, 64 i` 1 1 ` ` �. �� '- _ OAK „ , 15" 15" IN ! I PINE PINE N F n� 'Cl .._ . - , _ 15 5' PINE POPLAR Dominic Frasca, Jr. c5 16 l _ t _ / 17 , ! 19 _C3 C4 ' / 62 _.. ..... ................ PROP. 7tE ' CO (! r r I cg l ,' LINE (TYP) - - - - - - - of CO coNIF 60 , John & Mary LeBlanc I 1 `- / - - - 54 56 _ 1 1 C10 ' _ % C30,' ,! ��` ' ' e. 1 00 G? txj 52- I I C11 Jam` 50 C12 - - - `-C1j3' C21 48 C14 l7-C18 C1N/F 1 i c2oPamela N. Wentworth / 44 C16 1 42 .._.-_-.- _.._.._.._,' N/F !derick H. & The, Bitgood Reference Maps: 10' SIDE YARD -------------- _ _ .._ i N/r, � John & Josephine Hughes - - - N/F l Faith P. Quagliaroli Richard B. &Kelly J. Mellen N/F 1 {� Andre L. Charbonneau i t 1. "Resubdivision Plan for Richard J. Grosso, South Windsor, Connecticut" Scale: 1"=40' Date: 1-13-86 Rev. ' through 3-24-86 Class A-2 by Gardner & Peterson Associates, Everett Gardner, L.S. 2. "Easement Plan Prepared For John Fitch Partners, LLC 1249 John Fitch Blvd. South Windsor, Connecticut 06074" 1"=20' 10-28-02 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. 3. "As -Built 1265 John Fitch Boulevard South Windsor, Connecticut Owner -Developer Andre L. & Kevin P. Charbonneau 125 Edwin Road South Windsor, Connecticut Phone 528-7551" 1"=40' 7-20-90 Rev. 9-26-95 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. LEGEND: -0- UTILITY POLE Notes: C WATER GATE a GAS GATE 1. Parcel is located above 100 year flood hazard elevation (from Reference Map #1). O EXISTING MANHOLE EXISTING CATCH BASIN 2. Elevations and bearings are based on Reference Map #1. ->r SIGN -¢ HYDRANT 3. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record — E — U.G. ELEC. LINE mapping supplied by the respective utility companies or governmental agencies, from parole testimony and U.G. ELEC. & TELE. LINE from other sources. These locations must be considered as approximate in nature. Additionally, other — c— U.G. GAS LINE such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The — w— U.G. WATER LINE size, location and existence of all such features must be field determined and verified by the appropriate = _ _ _ _ - = EXISTING STORM SEWER rc 11-15-04 authorities prior to construction. Call Before You Dig 1-800-922-4455. _ = _ = EXISTING SANITARY SEWER A 4. Portion of the parcel is located in inland wetlands as mapped by Michael F. Gragnolati, Soil Scientist. ---LIMIT WETLAND ---?.56 -- EXISTING CONTOUR 5. All debris and solid waste must be removed from the propety per condition of approval of the South 256xO EXISTING SPOT GRADE Windsor Inland Wetlands Agency/Conservation Commission. The contact person for this project will be Andre o EXISTING I.P. TO THE BEST OF MY KNOWLEDGE AND BELIEF 7H/S Charbonneau 528-7551. ElEXISTING MONUMENT MAP IS SUBSTAN77ALLY OOR)Sq. HEREON. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 IR' p t FOUND -------------- 6 EX/ST. SA N. MH TF=70.2 .......FL=66.5 EXIST. SAN. MH TF=71.7 FL=65.8 REV. 2-9-07 LOT LINE RECONFIGURATION REV. 4-22-05 SUBMIT FOR FILING, NO CHANGE THIS SHEET REV. 2-21-05 NO CHANGE THIS SHEET REV. 2-15-05 ADD NOTE #5 REV. 12-10-04 SHEET ADDED N t v Q R JO' WATER EASEMENT IN FAVOR j ,( OF CONNEC77CUT WATER COMPANY.-_:(--- r-- - '_._ _.... .............. CB1...IYPE "E" - - -CB2 TYPE- »C» -- [ T ►�� r-� -...._ .c=l..._ ... T _._..._-..._ . '-- �_ FL=6 7 '.._ _ _ - 0• NIF ` EXIST. 7REE ' ` =62.�4 Y E k: _ E,T T E, __ ~ -& � IR Dale S. & H '-- - - _ _. __ -... - �� 1 arrriet B. Willson LINE (TYP) 6s �-_. _.'`. _ - FL=58.9 _�=58 3 ` - ` - FL=s2.5 - RCP ---................ S66°45'09"E'- - ----- ----- ..._ - - - - --- IRON FOUN§V 16' A 66 - -CONTRACTOR TO PERFORM TEST CONCRETE DUMPS -TER'' PAD_ - -. _ _. t 51 63.265.0 ' , 'W2 i{ / E PIT TO BE OBSERVED BY THE & FENCE W PRIVACY �s s3 [ 6 f - - 66 c 124 R � 1 TEMPORARY TOPSOIL 104LF 3 � S � \ '� - -- - S - NGINEER TO CONFIRM THAT SOILS SLATS SEE DETAIL » :H ' '� N/F I ARE SUITABLE FOR INFILTRATION 1 STOCKPILE AREA t - - - - - a5 CP€P " ' -1501 to 63•7 20'R T65.0 Michael E. &Jennie J. � -' � OF ROOF RUNOFF '�"� 30 R � t S=0.58� 15" CPEP 3 3 10' �'� ' 20 c 64 ' � '-• � ��3° Albert .� S-0.53% { _ .. - - - - .� 5'R 63.0 Sf�R ou � - - - - - - - - FL=59.70 220LF ROOF LEADER �: _ - 2 CPEP FLEA ' --_ _._ - 6" RCSP RO ' �` 640 D ° o TIl w \ / ;�;'b<! '!%;+,%: r:;yii% i';•�i ;:%:,. F/f.�:.'•:'r�/1:::.'.Y••::::c:::;�::•>••::•:;�r.;!::•:::�'.:.•:•.:;;:'r.!.r::+.r!?•;;:.,.:: •: 23 STORMTECH ='.:,/;> rr .! .::,.�. ' ,;;,..... . ,.. o _ TECH ♦ :. J ,.....: `'.../. ..::•f�.'••'•':•?.�::.;•:.;`•:;•::.;•,: .1... 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P OVERFJ;OW ,' _ - _ _ _ __ ._ _ _ _ -- .. - 4 TYPE ,,"C" s MI co F11=4$ 4 ,(15, OU ' j ! / 62.5 I/ TF--f�'1:5 i �, l� 6° $Ou7 1 ! _E,P - ' "'t5 - - _ 5�R S�F�' fFL�57.1 c ,' i ,' s4 1 / r ( �'' 58LI= 1 Z CP to 62 15" OPEP C9 o C�1 �� S=6 0�- -- 10 R �o / ,` r 62 John & Mary LeBlanc r .5fJ3b ( \ '\ \ \ \ 30 R 62 / / - _ _ - - 2� R ,, C32/ C 3 / r /I 'r, ' 60 �'J / a�5" •'P ,'FLARED 1, 61.5 ' - 61.0 61.0 _. - .. 5 CON,G. CUf�1 r' r' S8 �~sa ft SE�-CTICN , - ' cJ1 & WALK 56 00 man 1 58-' ;' .=.o t, 1 , \ \ ` y . - rir _ ' _ 5s 1 I 1 I tt 010 ft t 1 \ `y► \ _40. , ... I54 56 ~ ' i I i \ it ! • a. �' - \ ` ` ,' - _ CJOj ' TF=6Q. 5f •'' 00 ��� 54' - -..,_� .... `1.33Li^ _ _ - - - _ ! FL=56.6 / - -- co 15" CPEP.CID C13 52- _ I \ 'SEDIMENT, _ , - - S\-1`05 ' - - - l - - - ' r ' '' 50 Data B I c11 • o ' FO BAY - - - - ...... _ _ _ �D - ` ' -- • - - - - -1 d4LF - c27 -- , / 84LF ' \ \ ,' , lock - - ` `\ _ CBI# , GYP_E `6" _ _ - ' - 15" CPEP _ , _._ . - N 15" CFt 'P ' 1 ^ \ -1-5- --PE -FLy4R�D- - - _ ''--S=0�7% CB "- »� S=OAO% !(' ' 1249 John Fitch Bo 50 \ \ - T'F�60.5- - - - - TYPE C ( Boulevard 1�- c1,3' END SECTION c17 - -4 {TR O-HOOD).- c21-TF=60.5 % zone - NIF 48 I �' `. j C14 ' FL=54.0 - - 18 C19 v C25 - -' a -1.86 Ac. Pamela N. Wentworth I _ 10'x11' TYPE �,- ` C20_ _ _ _ - - -°_ �5►1�RAP OOD)„ Lot Are g ' 35 Building Line 46 ; ` _ - "A" MODIFIED \ \ ,' `PROPOSED CON.SERVATIONI -EASEMENT IN \``\ _ / `, \` ` ' j 10' Side Line RIPRAP APRON cis = C16 FAVOR -OF THE TOWN -�OF =SOUTH WINDSOR PROPER OWNER NA INSPECT• yVATE9 OURSE 25' Rear Line ACTUAL LOCA ON OF ETENTION 4 - - ! - - NO DISTt�RBANCE PERMITTED EXCEPT FOR `_ _ ._ ANNUA Y AND REMQ �1i�tY SOLID. ON Max. Building Coverage Allowed - 50% BASIN OUTLET SHALL BE 10 WIDE` GRAVEL ROUTINE STORMWATER MAINTENANCE, THE- - PR, PERTY WI I T1-IE�fA`iE`RSHED. Exist. Building Coverage-17.3t/o j APPR VED A R FIELD 4� ACCESS Df�hV EROSION 'GQNTROL AND REMOVAL OF 1� ` ' - ' " - -. -46 Max. Impervious Coverage Allowed - 65% INSPECTIONBY TOWN STAFF - ------ ' ACCUMULATED DEBRIS- fR,O�d .WATERCOURSE + " ' ' ` Exist. Impervious Coverage - 52.21% '- `-G=RET.E DUMPSTER PAD 48 &� iqCE u� 6PRIVACY - - _ _ %' -' - - - _ Parking Requirement N/F SLATS SE �'� .... "'- - _--- _ .. _ - _ _ . - - ` - 50 Warehouse 1 space/1250 s.f. (SEE DETAIL---- • _ _ - _ _ .. _ - 10,000/1260 = 8 spaces Frederick H. & Theresa M. 10' SIDE YARDBitgood Office 4.5 spaces/1000 s.f. 3,800M 000 x 4.5 =17 spaces - 7884.19' _ " - - - - J - Parking Provided - -• • 25- 9'x20' spaces �V NSF I - - $6° �0' 4'/" // ;_i - .. _ _ 1 1- HDCP space John & Josephine Hughes 1 IV/F - - - - - i N/F I Data Block 26 Total I Mel len J Kelly & K B. ey J. een • LEGEND: I Faith, P. Quagliaroli l Richard, Rf e ex ence Maps. I 1. "Resubdivision Plan for Richard J. Gro.,so, South Windsor, Connecticut' Scale: 1"=40' Date: 1-13-86 Rev. through 3-24-86 Class A-2 by Gardner & Peterson Associates, Everett Gardner, L.S. 2. "Easement Plan Prepared For John Fitch Partners, LLC 1249 John Fitch Blvd. South Windsor, Connecticut 06074" 1"=20' 10-28-02 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. 3. "As -Built 1265 John Fitch Boulevard South Windsor, Connecticut Owner -Developer Andre L. & Kevin P. Charbonneau 125 Edwin Road South Windsor, Connecticut Phone 528-7551" 1"=40' 7-20-90 Rev. 9-26-95 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. Notes: 1. Parcel is located above 100 year flood hazard elevation (from Reference Map #1). 2. Elevations and bearings are based on Reference Map #1. 3. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governrrmantal agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 4. Portion of the parcel is located in inland wetlands as mapped by Michael F. Gragnolati, Soil Scientist. 5. Existing septic tank located at 1249 John Fitch Boulevard was pumped and filled with sand per the town sanitarian. 6. All debris and solid waste must be removed from the property per condition of approval of the South Windsor Inland Wetlands Agency/Conservation Commission. The contact person for this project will be Andre Charbonneau 528-7551. GRAPHIC SCALE 'b 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. qJJ A-i 11-15-04 .5CJEArnS7' TRi'i: -o" UTILITY POLE 0 WATER GATE I o GAS GATE 1 o PROP. CA TCHBA SIN C PROP. STORM MANHOLE O EXISTING MANHOLE ❑ EXIS77NG CATCH BASIN -a- SIGN - HYDRANT - E - U.G. ELEC. LINE -E r- U.G. ELEC. & TELE. LINE - c - U. G. GAS LINE - w - U.G. WATER LINE PROP. STORM SEWER �-� EXISTING STORM SEWER -- S -- PROP. SAN. FORCE MAIN PROP. SANITARY SEWER EXISTING SANITARY SEWER A WE77-AND LIMIT - - -z - - EXIS77NG CONTOUR 25s PROP. CONTOUR 256xO EXIS77NG SPOT GRADE 256.01 PROP. SPOT GRADE 0 EXIS77NG 1. P. o EXIS77NG MONUMENT PROP. I. P. ■ PROP. MONUMENT - - - - STAKED HAYBALES OR SILT FENCE EROSION & SEDIMENT CONTROL PLAN KEY PS PERMANENT SEEDING TS TEMPORARY SEEDING CE CONSTRUCTION ENTRANCE GSF GEOMM1. E SILT FENCE 11VV[ is 11V1Yr1V1ti11V 1P.1Vt11Vl-L` 0%_r1L'LUJ r 1249 & 1265 John Fitch Boulevard South Windsor, CT ITEM FREQUENCY Sweeping Twice per Year Spring: after snow melt Fall: after leaf fall Dumpsters Monthly Parking & Loading Weekly Areas Catch Basins/ Monthly Drain Manholes Forebay/Detention Monthly Basin Drainage Outfalis Monthly DESCRIPTION All parking areas, sidewalks, and driveways shall be swept clean of sand, litter and any other possible pollutants. Check for lids on and drain plugs intact. Maintain as necessary. Check for trash, spillage and perimeter erosion. Clean and stabilize as necessary. Check for trash, excessive sediment, oil sheen, condition of hood (if applicable). Clean at least once per year in April and as necessary to prevent the discharge of pollutants from structures. Check for trash, excessive sediment, and oil sheen. Clean accumulated sediment at least once per year in April and as necessary to prevent the discharge of pollutants from structures. Check for trash, sediment, erosion, and condition of riprap. Clean at least once per year in April and as necessary to prevent the discharge of pollutants from structures. Maintain riprap and stabilize erosion as necessary. 1265 John Fitch Boulevard N/F I Zone - I Andre L. Charbonneau Lot Area -11.99 Ac. 35' Building Line j 10' Side Line 25' Rear Line Max. Building Coverage Allowed - 50% Exist. Building Coverage - 8.6t% Prop. Building Coverage-13.5t% Max. Impervious Coverage Allowed - 65% Exist. Impervious Coverage - 20.1 t% Prop. Impervious Coverage - 33.9t% Parking Requirement 1265 John Fitch Boulevard Industrial & Manufacturing 1 space1700 s.f. GFA or 213 employees on largest shift 45,145 s.f/700 = 64 spaces 123 employees x 2/3 = 82 spaces Previous parking; 89 spaces Parking Provided 79-10'x2O' spaces 3 - HDCP spaces 82 Total Spaces Parking Requirement 1265 (Rear) John Fitch Boulevard Industrial & Manufacturing 1 space/700 s.f. GFA or 2/3 employees on largest shift 25,200 s1/700 = 36 spaces* 22 employees x 2/3 = 33 spaces Parking Provided 31 - 9'x20' spaces 2 - HDCP spaces 33 Total Spaces * Additional spaces available in front of building between overhead doors. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ,`1Z4414449:P6aF,Bie�A,- es•+� - �•� 10 0 �: :'t!'ai'J I Jd tip. �. °• F0 •B.O w r No. 08048 •• �V�b o. 80^ :t:a�•° fr 22LF SAN. LATERAL 6" PVC SDR35 S=2.27% REBUILD MANHOLE SHELF & INVERT TO RECEIVE 6" LATERAL FL=65.0 PROPOSED ACCESS, UTILITIES, AN[ MAINTENANCE EASEMENT IN FAVOF OF 12J9 JOHN FITCH BLVD. 1 1{ r s Il IRON P/N � u FOUND , VC EXIST. SAN. MH " 1 7F=70.2 ..... '..'.' F7-=66.5 l c; CAD m�1 Co 0 0 CHD FOUND4 1 1 _+ l c••i- 1 � m • 1 I l � 1 { 1 s._ CL&l \ 6 45 c-1 , , 1 1 , r _ / 1 72 _ r. �2 0 co Cn EXIST. SAN. MH TF=71.7 FL=65.8 REV. 2-9-07 LOT LINE RECONFIGURATION, UPDATE DATA BLOCKS REV. 4-22-05 ADD APPROVAL LETTERS FOR FILING REV. 2-21-05 ADDRESS ENGINEERING COMMENTS REV. 2-15-05 PLANNER'S COMMENTS & IW COND. OF APPROVAL REV. 12-10-04 SHEET ADDED & TOWN COMMENTS A L — ...----- . _ — — — _ _ _ — - L — _ — _.._ ...... _ x/s.:....... _ _,--------- -----:.��:'���= r r �� It PI�C�Pr�Si-� A!,Ci W-- �.�� _ �� - _....... _ — — -- - ( r _ \ ^.mot---.. - _- - _.-.-� _ -_-- -+ "� IviA;NT�N:INC:� EA: ___ _ _ __._--.. -._.. _.__.- -- - - 41 1......... E T-- _ E,; c T.......— �. ;)�_._... , �, lJl % C ,;%Y\ FE. -,T F i E;, 2I F.,T E',T E,T �r T 66 6670 - , , - , • !' S— .c. _ '�'-•-�-, �-'- .�'` - =j.` ... -` �_ _1 R�- � 1 ` �\ � '.� ___ '1'-a' •- _ ...-..� ._. I X/ST PIIUr 7--- ..—� ._..66---•---•-- �...__.____ _ _66- 64 IF IF I IF r r rC1 58, 56- r `\C10 54 - -52 50 I f - C12-- • 'C1A 4846 f ` �'�✓,,,�i^vr�-�^vim/��/1/'� �' 10 YEAR GROWTH EVERGREEN TREES PROPERTY EXISTING �— SHRUBS LINE VEGETATION DETENTION BASIN BUFFER SCREEN SECTION A -Al (1 "= 40' PROPERTY LINE EXISTING VEGETATION PROPOSED BUILDING 10 YEAR GROWTH APPROXIMATE EXISTING VEGETATION LINE IV �AnAA Anin, AAA BUFFER SCREEN SECTION B- B1 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. EDGE OF PAVEMENT �— EVERGREEN TREES DETENTION BASIN 1 "= 40' C19 020 \-----' ,' - --- ..... - AR 1 , t t , t ,� / ,' , /i / '; jr' FjH1C� ' , i ,' 3 ' ra0 ' ,` r 62 60 ' S � /� '14 � .. '� C31 �` ,' ,% j�I '� 56 ` _ 52 AR 50 MIX- - - - ,r C25 SYM. OTY. BOTANICAL & COMMON NAME SIZE TREES AR 12 Acer rubrum (Red Maple) 2 1/2"-3" Cal. B&B + GTI 4 Gleditsia triaconthos 'Inermis' (Thornless Honeyiocust) 2 1/2"-3" Cal. B&B PG 12 Picea giauca (White Spruce) W-6' Tall B&B PN 18 Pinus nigra (Austrian Pine) 5'-6' Tali B&B PS 10 Pinus strobus (White Pine) 5'-6' Tall B&B OMS 3 Molus 'Donald Wyman' (Wyman Crabapple) 2-2 1/2" Cal. SHRUBS CR 5 Comus racemoso (Gray Stem Dogwood) 2-3' Hgt. G Fl 21 Forsythia 'Tetragold' (Forsythia) 3— 4' Hgt. O IG 31 Ilex Glabro 'Shamrock' (Inkberry) 18"-24" Hgt. JCS 18 Juniperus chinensis 'Sea Green' (Chinese Juniper) 18"-24" Spread JH 60 Juniperus horizontalis 'Bar Harbor' (Creeping Juniper) 18"-24" Spread JV 18 Juniperus virginiona (Red Cedar) 6-7' Hgt. RHC 25 Rhododendron 'Nino Crimson' 18"-24" HgL VC 22 Viburnum corlesii (Koreanspice Viburnum) 18"-24" Hgt. ORNAMENTAL GRASSES p MIS 22 Micanthus sinensis (Maiden Grass) #3 pot PAH 83 Pennisetum alopecuroides 'Hameln' (DINarf Fountain Grass) #2 pot DETENTION BASIN PLANTINGS 50 Acurus americanus (Sweetflog) 2" Plug 50 Carex vuipinoidea (Fox Sedge) 2" Plug '•'•'. 55 Iris versicolor (Blue Flag Iris) Eupotorium maculatum (Joe—pye Weed) 2" Plug 2" Plug 0l=1=M1A1f% r1f!%COA"f%K10 A. FERTILIZER AND LIMESTONE CONTRACTOR SHALL CONDUCT APPROPRIATE SOIL TESTS TO DETERMINE AMOUNT OF FERTILIZER AND LIMESTONE REQUIRED TO ENSURE AN ACCEPTABLE LAWN. GROUND LIMESTONE: 100LBS11000S.F. COMMERCIAL FERTILIZER:* 20LBS11000S.F. *PERCENTAGES OF NITROGEN, PHOSPHORIC ACID AND POTASH TO BE DETERMINED BY SOIL TESTS. B. LAWN SEED SEED MIXTURE FOR: LATE SUMMER I EARLY FALL I EARLY SPRING PLANTING. SOW AT RATE OF 4 LBS11000 S.F. CREEPING RED FESCUE 35 PARTS CHEWINGS RED FESCUE 20 PARTS KENTUCKY 31 TALL RESCUE 15 PARTS ROUGH BLUEGRASS 10 PARTS BARON BLUEGRASS 20 PARTS SEED MIXTURE FOR PLANTING MAY 1 TO LATE SUMMER. SOW AT A RATE OF 6 LBS/1000 S.F. CREEPING RED FESCUE 35 PARTS CHEWINGS RED FESCUE 20 PARTS KENTUCKY 31 TALL FESCUE 20 PARTS DOMESTIC RYEGRASS 25 PARTS LEGEND: -o- UTILITY POLE c WA TER GATE G GAS GA TE 0 PROP. CA TCHBASIN d PROP. STORM MANHOLE O EXISTING MANHOLE ❑ EXISTING CATCH BASIN -n- SIGN HYDRANT U.G. ELEC. LINE — e — —E T— U.G. ELEC. & TELE. LINE U.G. GAS LINE — G — U.G. WATER LINE — w— PROP. STORM SEWER —v _ _ _ _ _ _ ° EXISTING STORM SEWER PROP. SAN. FORCE MAIN -- S -- PROP. SANITARY SEWER EXISTING SANITARY SEWER A WETLAND LIMIT EXISTING CONTOUR 2ss PROP. CONTOUR z�s 25s.0 EXISTING SPOT GRADE PROP. SPOT GRADE O EXISTING I.P. o EXISTING MONUMENT 9 PROP. L P. ■ PROP. MONUMENT — - STAKED HA YBALES OR SILT FENCE C. WETLAND SEED APPLY "WETLAND SEED MIXTURE" PREPARED BY NEW ENGLAND WETLAND PLANTS, INC., AMHERST, MA. AT A RATE OF ONE POUND PER 2,500 S.F. (413) 548-8000 USE "WETLAND SEED MIXTURE" FROM NEW ENGLAND WETLAND PLANTS, INC. [(413) 256-1752] AT A RATE OF TWO POUND PER 2500 S.F. OR "RETENTION BASIN FLOOR SEED" FROM NEW ENGLAND SEED CO. AT A RATE OF 2 LB./1000 S.F. MIX WITH ANNUAL RYEGRASS AT A RATE OF I LB./1000 S.F. H. MEADOW MIX USE NEW ENGLAND SEED CO. "NEW ENGLAND HORSE PASTURE MIXTURE" AT A RATE OF 100 LB./ACRE. MIX WITH VERMON't WILDFLOWER FARM [(802) 425-3500] DROUGHT TOLERANT PERENNIAL MIX AT A RATE OF 51 LB./ACRE. MIX WITH 20% ADDITIONAL COMMON TALL FESCUE. 3 .a 00 m 0 N CD fa CI O m L U 00 m N 0 0 0 0 i v Q I - _ - - - _- �� R ... •- .,--........ - - . PARKING SPACES �. ! � ..- - _..-. ......-...._.-._...� - _ C' - _ _ ..................... EX/Sid FLARED------- - --- - -- ---- �= `� _ ! I {,i �l Pr:!iP)SED ,�,C .-�'S EXIST. 7REE -- -- '' --' - - -- - " _ -' r ..-.. t,T _ _ ®.� �, y - =�\ - >/-=;�.;' ----- --� MA::NTC:NANCE EASEVE - __..-....----......------ --- - - .____ �- _ - _ _ E:' r.. E ; _............. 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REV. 2-21-05 NO LIGHTING CHANGES REV. 2-15-05 NO CHANGE THIS SHEET RF\/ 1 9-1 n-nA CU r n nnrn Lighting Plan Owner/Applican t John Fitch Partners, LLC & Andre L. Charbonnea/u 1249 & 1265 John Fitch Boulevard 125 Edwin Road (Mailing Address) South Windsor, Ct. 06074 860--528-7551 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD a - ' EAST WINDSOR. CONNECTICUT 06088 (860) 623-0569 r FAX: (860) 623-2485 BY SCALE DATE SHEET CHECKEQ NO. DPS/LF 1 "=40' 11-15-04 5 of 9 JRR 2002-098 GEOTEXTILE SiLT FENCE (GSF) SPECIFICATIONS Materials Geotextile fabric: shall be a pervious sheet of polypropylene, nylon, polyester, ethylene or similar filaments and shall be certified by the manufacturer or supplier as conforming to the requirements shown in Figure GSF-1 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. The geotextile shall be non -rotting, acid and alkali resistant and have sufficient strength and permeability operations. Filamanets in the geotextile shall be resistant to absorption. The filament network must be dimensionally stable and free of any chemical treatment or coating that will reduce its permeability. The geotextile shall also be free of any flaws or defects which will alter its physical properties. Torn or punctured geotextiles shall not be used. Supporting posts: shall be at least 42 inches long made of either 1.5 inch square hardwood stakes or steel posts with projections for fastening the geotextile possessing a minimum strength of 0.5 pound per linear foot. Placement For toe of slope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour with maintenance and sediment removal requirements in mind. When the contour can not be followed install the fence such that perpendicular wings are created to break the velocity of water flowing along the fence. See Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control for spacing requirements. Swales: Locate "U" shape across swale such that the bottom of both ends of the fence are higher that the top of the lowest section of the fence. Catch Basin in Swale on Slopes: Locate 2 "U" shapes across Swale as above: one immediately up slope from the catch basin and the other immediately down slope from the catch basin. Catch Basins in Depressions: Encircle catch basin. Culvert Inlets: Locate in a "U" shape approximately 6 feet from the culvert in the direction of the incoming flow. Culvert Outlets: Locate across the swale at least 6 feet from the culvert outlet. Installation Trench excavation: Excavate a trench a minimum of 6 inches deep and 6 inches wide on the up slope side of the fence location. For slope and swale installations, extend the ends of the trench sufficiently up slope such that bottom end of the fence will be higher than the top of the lowest portion of the fence. When the fence is not to be installed on the contour, excavate wing trenches spaces at the intervals given on Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. When excavation is obstructed by an occasional stone or tree roots, provide a smooth transition between the trench bottom and the obstruction. Support Posts: Drive support posts on the down slope side of the trench to a depth of at least 12 inches into original ground. Never install support posts more than 10 feet apart. Install support posts closer than 10 feet apart when concentrated flows are anticipated or when steep contributing slopes and soil conditions are expected to generate larger volumes of sediment. For catch basins in hollows, drive posts at each corner of the catch basin. Whenever the geotextile filter fabric that is used exceeds the minimum material specifications contained in this measure, the spacing of the stakes shall be per manufacturer's recommendations. Geotextile Filter Fabric: Staple or secure the geotextile to the support posts per manufacture's instruction such that at least 6 inches of geotextile lies within the trench, the height of the fence does not exceed 30 inches and the geotextile is taut between the posts. When the trench is obstructed by stones, tree roots, etc. allow the geotextile to lay over the obstruction such that the bottom of the geotextile points up slope. In the absence of manufacture's instructions, space wire staples on wooden stakes at a maximum of 4 inches apart and alternate their position from parallel to the axis of the stake to perpendicular. Do not staple the geotextile to living trees. Provide reinforcement for the fence when it can be exposed to high winds. When joints in the geotextile fabric are necessary, splice together only at at support posts, and securely seal. Backfill & Compaction: Backfill the trench with tamped soil or aggregate over the geotextile. When the trench is obstructed by a stone, tree root, etc. make sure the bottom of the geotextile lies horizontal on the ground with the resulting flap on the up slope side of the geotextile and bury the flap with 6 inches of tamped soil, or aggregate. MAINTENANCE inspect the silt fence at least once a week and within 24 hours of the end of a storm with rainfall amount of 0.5 inch or greater to determine maintenance needs. When used for dewatering operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or, if room allows, install a secondary silt fence up slope of the existing fence when sediment deposits reach approximately one half the height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has occurred when sediment fails to be retained by the fence because: (a) the fence has been overtopped, undercut or bypassed by runoff water, (b) the fence has been moved out of position (knocked over), or (c) the geotextile has decomposed or been damaged. Maintain the fence until the contributing area is stabilized. After the contributing area is stabilized determine if sediment contained by the fence requires removal or regrading and stabilization. If the depth is greater than or equal to 6 inches, regrading or removal of the accumulated sediment is required. No removal or regrading is required if sediment depth is less than 6 inches. Remove the fence by pulling up the support posts and cutting the geotextile at ground level. Regrade or remove sediment as needed, and stabilize disturbed soils. HALE BALE BARRIER (HB) SPECIFICATIONS Materials Hay Bales: shall be made of hay or straw with 40 pounds minimum weight and 120 pounds maximum weight held together by twine or wire. Stakes for Anchoring Hay Bales: shall be a minimum of 36 inches long and made of either hardwood with dimensions of at least 1.5 inches square or steel posts with a minimum weight of 0.5 pound per linear foot. Placement Toe of Slope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour. When the contour can not be followed, stagger the bale installation and install perpendicular wings (spaces as shown in Figure HB-1 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) to break the velocity of water flowing behind the bales. The barrier should be located with sufficient distance from the toe of the slope to allow access by equipment for removal of accumulated sediments. Catch Basins in Depression or Low Spots: Encircle catch basin or yard drain. Installation Trench excavation: Excavate a trench as wide as the bales and at least 4 inches deep. Each end of the trench should be winged upslope so that the bottom of the last bale is higher than the top of the lowest hay bale in the barrier. Hay Bale Placement: Place bales in a single row in the trench, lengthwise, with ends of adjacent bales tightly abutting one another and the bindings oriented around the sides rather than along the tops and bottoms of the bales (to avoid premature rotting of the bindings). Staking Hay Bales: Anchor each bale with at least 2 stakes, driving the first stake in each bale toward the previously laid bale to force the bales together. Stakes must be driven a minimum of 18 inches into the ground. Fill any gaps between the bales with hay or straw to prevent water from escaping between the bales. Backfill & Tamped: Backfill the bales with the excavated trench material to a minimum depth of 4 inches on the uphill side of the bales. Tamp by hand or machine and compact the soil. Loose hay or straw scattered over the disturbed area immediately uphill from the hay bale barrier tends to increase barrier efficiency. MAINTENANCE Inspect the hay bale barrier at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inches or greater to determine maintenance needs. For dewater operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or install a secondary barrier upslope from the existing barrier when sediment deposits reach approximately one half the height of the barrier. Replace or repair the barrier within 24 hours of observed failure. Failure of the barrier has occurred when sediment fails to be retained by the barrier because: (a) the barrier has been overtopped, undercut or bypassed by runoff water, (b) the barrier has been moved out of position, or (c) the hay bales have deteriorated or been damaged. Maintain the hay bale barrier until the contributing area is stabilized. After the upslope areas have been permanently stabilized, pull the stakes out of the hay bales. Unless otherwise required, no removal or regrading of accumulated sediment is necessary. The hay bales may then be left in place or broken up for ground cover. TEMPORARY SEEDING (TS) SPECIFICATIONS Site Preparation Install needed erosion control measures such as diversions, grade stabilization structures, sedimentation basins and grassed waterways in accordance with the approved plan. Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Seedbed Preparation Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. if the area has been recently loosened or disturbed, no further roughening is required. Soil preparation can be accomplished by tracking with a bulldozer, discing harrowing, raking or dragging with a section of chain link fence. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). If soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent. Seeding Apply seed uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder at a minimum rate for the selected seed identified in Figure TS-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Increase seeding rates by 10% when hydroseeding. Mulching See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary seeding area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for seed and mulch movement and rill erosion. Where seed has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. TEMPORARY SOIL PROTECTION (TSP) SPECIFICATIONS Materials Mulcheswithin this specification include, but are not limited to: 1. Hay: The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that can be windblown should be anchored to hold it in place. 3. Wood Chips: Chipped wood material from logs, stumps, brush or trimmings including bark, stems and leaves having a general maximum size of 0.5 inch by 2 inches and free of excessively fine or long stringy particles as well as stones, soil and other debris. No anchoring is required. If seeding is performed where wood chips have been previously applied, prior to the seeding the wood chips should be removed or tilled into the ground and additional nitrogen applied. Nitrogen application rate is determined by soil test at time of seeding. 4. Bark Chips, Shredded Bark: Tree bark shredded as a by product of timber processing having a general maximum size of 4 inches and free of excessively fine or long stringy particles as well as stone and other debris. Material use is the same as wood chips. If subsequent seeding is performed where cellulose dense mulches (e.g. leaves, excelsior, woodchips, barkehips) have been applied, then prior to seeding either remove the mulch or till it into the ground with the application of nitrogen. Cellulose fiber is not recommended for use, except as a tackifier for other mulch materials. Tackifiers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until temporary soil protection is no longer needed. Site Preparation Prior to mulching, complete the required grading and install and/or repair other sediment control measures needed to control water movement within the area to be mulched. Application Spreading: Spread mulch material uniformly by hand or machine resulting in 100% coverage of the disturbed soil. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 2 to 3 bales of hay in each section to facilitate uniform distribution. (Hay/Straw 2-3 tons/acre) When spreading woodchips on slopes, it is particularly important not to spread the chips too thick. Excessive application tend to slip or slump when saturated. (Wood Chips/Shredded Bark 6 cu. yds./1,000 s.f.) Anchoring: Apply tackifiers and/or netting either with the mulch or immediately following mulch application. Expect the need for tackifiers or netting along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting the most critical aspect is to ensure that the netting maintains substantial contact with the mulch and the mulch, in turn, maintains continuous contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. Install in accordance with manufacturer's recommendations. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for mulch movement and rill erosion. Where soil protection falls below 100%, reapply soil protection within 48 hours. Determine the cause of the failure. If mulch failure was the result of wind consider applying a tackifier or netting. If mulch failure was caused by concentrating water, install additional measures to control water and sediment movement, repair erosion damage, reapply mulch with anchoring. DUST CONTROL (DC) SPECIFICATIONS Mechanical Sweeping Use mechanical sweeping on paved areas where dust and fine materials accumulate as a result of truck traffic, pavement saw cutting spillage, and wind or water deposition from adjacent disturbed areas. Sweep daily in heavily traveled areas. water Periodically moisten exposed soil surfaces on unpaved travelways to keep the trovelway damp. Non Asphaltic Soil Tackifier Non -asphaltic soil tackifier consists of an emulsified liquid soil stabilizer of organic, inorganic or mineral origin, including, but not limited to the following: modified resins, calcium chloride, complex surfactant copolymers or high grade latex acrylics. The solutions shall be non -asphaltic, non toxic to human, animal and plant life, non corrosive and nonflammable. Materials used shall meet local, state and federal guidelines for intended use. All materials are to be applied according to the manufacturer's recommendations and all safety guidelines shall be followed in storing, handling and applying materials. MAINTENANCE Repeat application of dust control measures when fugitive dust becomes evident. MULCH FOR SEED (MS) SPECIFICATIONS Materials Types of Mulches within this specification include, but are not limited to: 1. Hay: The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that can be windblown should be anchored to hold it in place. 3. Cellulose Fiber: Fiber origin is either virgin wood, post-industrial/pre-consumer wood or post consumer wood complying with materials specification (collectively referred to as "wood fiber"), newspaper, kraft paper, cardboard (collectively referred to as "paper fiber") or a combination of wood and paper fiber. Paper fiber, in particular, shall not contain boron, which inhibits seed germination. The cellulose fiber must be manufactured in such a manner that after the addition to and agitation in slurry tanks with water, the fibers in the: slurry become uniformly suspended to form a homogeneous product. Subsequent to hydraulic spraying on the ground, the mulch shall allow for the absorption and percolation of moisture and shall not form a tough crust such that it interferes with seed germination or growth. Generally applied with tackifier and fertilizer. Refer to manufacturer's specifications for application rates needed to attain 80%-95% coverage without interfering with seed germination or plant growth. Not recommended as a mulch for use when seeding occurs outside of the recommended seeding dates. Tackifiers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Good for areas intended to be mowed. Cellulose fiber mulch may be applied as a tackifier to other mulches, provided the application is sufficient to cause the other mulches to adhere to one another. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until vegetation growth is sufficient to stabilize: the soil. Generally used in areas where no mowing is planned. Site Preparation Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Application Timing: Applied immediately following seeding. Some cellulose fiber may be applied with seed to assist in marking where seed has been sprayed, but expect to apply a second application of cellulose fiber to meet the requirements of Mulch For Seed in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Spreading: Mulch material shall be spread uniformly by hand or machine resulting in 80%-95% coverage of the disturbed soil when seeding within the recommended seeding dates. Applications that are uneven can result in excessive mulch smothering the germinating seeds. For hay or straw anticipate an application rate of 2 tons per acre. For cellulose fiber follow manufacture's recommended application rates to provided 80 -95% coverage. When seeding outside the recommended seeding dates, increase mulch application rate to provide between 95%-100% coverage of the disturbed soil. For hay or straw anticipate an application rate to 2.5 to 3 tons per acre. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 1.5-2 bales of hay in each section to facilitate uniform distribution. For cellulose fiber mulch, expect several spray passers to attain adequate coverage, to eliminate shadowing, and to avoid slippage. Anchoring: Expect the need for mulch anchoring along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting, the most critical aspect is to ensure that the netting maintains substantial contact with the underlying mulch and the mulch, in turn, maintains continuos contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. MAINTENANCE Inspect mulch for seed area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater until the grass has germinated to determine maintenance needs. Where mulch has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. PERMANENT SEEDING (PS) SPECIFICATIONS Time Of Year Seeding dates in Connecticut are normally April 1 through June 15 and August 15 through October 1. Spring seedings give the best results and spring seedings of all mixes with Legumes is recommended. There are two exceptions to the above dates. The first exception is when seedings will be made in the areas of Connecticut known as the Coastal Slope and the Connecticut River Valley. The Coastal Slope includes the coastal towns of New London, Middlesex, New Haven, and Fairfield counties. In these areas, with the exception of crown vetch (when crown vetch is seeded in late summer, at least 35% of the seed should be hard seed (unscarified), the final fall seeding dates can be extended and additional 15 days. The second exception is frost crack or dormant seeding, the seed is applied during the time of year when no germination can be expected, normally November through February. Germination will take iplace when weather conditions improve, mulching is extremely important to protect the seed from wind and surface erosion and to provide erosion protection until the seeding becomes established. PERMANENT SEEDING (Continued) Site Preparation Grade in accordance with the Land Grading measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Install all necessary surface water controls. For areas to be mowed remove all surface stones 2 inches or larger. Remove all other debris such as wire, cable tree roots, pieces of concrete, clods, lumps, or other unsuitable material. Seed Selection and Quantity Select a seed mixture appropriate to the intended use and soil conditions from Figure PS-2 and Figure PS-3 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition or use mixture recommended by the NRCS. Seedbed Preparation Apply topsoil, if necessary, in accordance with the Topsoiling measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). Where soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent and limestone at 4 tons per acre or 200 pounds per 1,000 square feet. Work lime and fertilizer into the soil to a depth of 3 to 4 inches with a disc or other suitable equipment. Inspect seedbed just before seeding. If the soil is compacted, crusted or hardened, scarify the area prior to seeding. Seed Application Apply selected seed at rates provided in Figure PS-3 (in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder (slurry including seed, fertilizer). Normal seeding depth is from 0.25 to 0.5 inch. Increase seeding rates by 10% when hydroseeding or frost crack seeding. Seed warm season grasses during the spring period only. Mulching See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater during the first growing season. Where seed has been moved or where soil erosion has occurred, uatermine the cause of the failure and repair as needed. SOIL ERSOION & SEDIMENT CONTROL NOTES 1. All soil erosion and sediment control work shall be done in strict accordance with the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. 2. Any additional erosion/sediment control deemed necessary by town staff during construction, shall be installed by the developer. In addition, the developer shall be responsible for the repair/replacement and/or maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. 3. The contractor shall notify the town engineer at the beginning and the end of each step of the construction procedure and shall not proceed with the next step until the town engineer has inspected the work. 4. All soil erosion and sediment control operations shall be in place prior to any grading operations and installation of proposed structures or utilities and shall be left in place until construction is completed and/or area is stabilized. 5. All entrances to the project site are to be protected by construction entrance (CE) pads, conforming to the Connecticut Guidelines For Erosion and Sediment Control latest edition. Stone shall conform to Ct. D.O.T. Form 814A, latest edition, M.01.01 No. 4 stone. The CE pad is to be maintained at all times during the construction period. 6. In all areas, removal of trees, bushes and other vegetation as well as disturbance of the soil is to be kept to an absolute minimum while allowing proper development of the site. During construction, expose as small an area of soil as possible for as short a time as possible. 7. All fill areas shall be compacted sufficiently for their intended purpose and as required to reduce slipping, erosion or excess saturation. Fill intended to support buildings, structures, conduits, etc., shall be compacted in accordance with local requirements or codes. 8. Topsoil is to be stripped and stockpiled in amounts necessary to complete finished grading of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as designated on the plans and ringed with hay bale barrier or geotextile silt fence. The stockpiled topsoil shall be temporarily seeded if it is to remain more than 30 days.Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or in a condition that may otherwise be detrimental to proper grading or proposed sodding or seeding. 9. There is to be no stockpiling of soil within a ten foot limit of adjoining properties. Any and all fill material is to be free of brush, rubbish, timber, logs vegetative matter and stumps in amounts that will be detrimental to constructing stable fills. Maximum side slopes of exposed surfaces of earth to be 3:1 or as otherwise specified by local authorities. CHECKLIST FOR EROSION CONTROL PLAN PROJECT. John Fitch Partners, LLC & Andre L. Charbonneau LOCATION: 1249 & 1265 John Fitch Boulevard South Windsor, CT PROJECT DESCRIPTION: Construct a 25,200 sf building and parking lot. PARCEL AREA: 9.41 Ac. (1249) + 4.44 Ac. (1265) = 13.85 Acres Total RESPONSIBLE PERSONNEL: Andre Charbonneau 528-7551 EROSION AND SEDIMENT CONTROL PLAN PREPARER: J.R. Russo & Associates CHECKLIST: Work Description Erosion & Sediment Control Measures Location Date Installed Initials Date Removed Initials Install haybales and As shown on silt fence. plan. Install construction As shown on exit pad. plan. Inlet Protection At catch basin inlets Outlet Protection At drainage pipe outlets MAINTENANCE OF MEASURES: Location Description or Number Date Initials Project Dates: Date of groundbreaking for project: Date of final stabilization: NARRATIVE This project is located on the west side of John Fitch Boulevard (Rte. 5) approximately 800' north of the intersection with Glendale Road in South Windsor, Connecticut. The proposed activity is the construction of a 25,200 s.f. building with associated parking and utilities. The suggested schedule of construction is as follows: 1. install construction exit pad and silt fence. 2. Clear and grub. 3. Strip topsoil and stockpile sufficient quantities for landscaping on site. Remove excess material from site. 4. Construct detention/water quality basin. 5. Rough grade site. 6. Excavate and install building foundation. Begin construction of building. 7. Install drainage and utilities as shown on the plans. 8. Complete grading of pavement areas, pave binder course. 9. Fine grade remaining disturbed areas and establish vegetation. Plant landscaping vegetation, mulch and fertilize. 10, Pave surface course of pavement, apply line striping and install signage. 11. Remove silt fence after permanent vegetation has been established. Construction of this site is anticipated to begin after the approval of these plans. The developer shall be responsible for the repair/replacement/maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. Sediment deposits should be periodically removed from the upstream sides of Sediment Barriers. This material is to be spread and stabilized in areas not subject to erosion, or to be used in areas which are not to be paved or built on. Sediment Barriers are to be replaced as necessary to provide proper filtering action. Sediment Barriers are to remain in place and be maintained to insure efficient siltation control until all areas above the erosion checks are stabilized and vegetation has been established. Q aVea�� J Stone On Filte Fabric Marafi 140(N) " Thick Min. ANTI -TRACKING EXIT PAD (CE) NOT TO SCALE REV. 4-22-05 SUBMIT FOR FILING, NO CHANGE THIS SHEET REV. 3-18-05 WPCA APP., NO CHANGE THIS SHEET REV. 2-21-05 NO CHANGE THIS SHEET REV. 2-15-05 NO CHANGE THIS SHEET REV. 1-18-05 DETAIL ADDED REV. 12-10-04 SHEET ADDED & TOWN COMMENTS FILTER ANGLE 10' UPSLOPE FABRIC FOR STABILITY AND SELF CLEANING. FLOW 100' COMPACTED BACKFILL— zF iV 5 0 BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF DRAINAGEWAY I I 1 I L 3 1 LLLLLL LLL I LLLLLLLL._ B B LLLLLLLL 1 lL 1 A LLLLLL LLLLLLLLL LLLLLLL A I I LLLL LLLLLLLLL LLLL L LLLLLLLLL LL 1 I i I 1 1 POINTS "A" SHOULD BE 1 HIGHER THAN POINT "B" ELEVATION PLAN VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT SUBGF GEO TEX TILE SIL T FENCE (G,5 r NOT TO SCALE REMOVE CB GRATE. PUCE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC, ANCHOR W/STONE OR EARTH PILE. STONE LE FIL TER FABRIC SIL T BARRIER INLET PRO TEC T/ ON NOT TO SCALE 2" BIT. CONCRETE CLASS II (CT -DOT M.04) `2" BIT. CONCRETE CLASS I (CT -DOT M.04) / 8" PROCESSED AGGREGATE BASE (CT -DOT M.05.01) b 12" GRANULAR BASE (CT -DOT M.02.03) COMPACTED SUBGRADE BI TUMINOUS CONCRETE PA VEMENT SEC TION NOT TO SCALE 2" RADIUS _ TACK COAT W/ ASPHALT EMULSION PRIOR TO PLACING CURB PAVEMENT PROCESSED AGGREGATE BITUMINOUS CONCRETE LIP CURBING NOT TO SCALE PRE CAST CONCRETE UNIT 2-#4X4'- 2 7 " �'- " 7 " TOP OF FRAI 12" OF CONC. BLOCK OR BRICK MUST BE PROVIDED TO ALLOW FOR /- ELEVATION ADJUSTMENT 2 ALL JOINTS BE POINTED FLUSH &FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS 4' MIN. POURED CONCRETE OR PRE CAST SLUMP OR SLAB OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE FRONT ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE TYPE ,C,, CA TCH BASIN NOT TO SCALE DEPTH TO INVERT VARIES MIRAFI 140N NON EN FILTER FABRIC I.D.+2' 12" MIN. 12" 12" _� U C ;_IL� ,-. ti, �7 ocl PROPOSED GRADE SIDE ELEVATION PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS MATERIAL SHALL MEET CT -DOT M2, 06-GRADING C BACKFILL TO SPRINGLINE OF PIPE WITH 314" CRUSHED STONE (CT -DOT M.02.01) STORM DRAIN TRENCH/ DETAIL NOT TO SCALE 18" OPENING IN CONC. BOLT 1/2" AL ORFICE PLATE TO FACE OF CB APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. -1LTER FABRIC �--- ;SEE NOTE) 1I MIN 'IPE, AS SPECIFIED �L=l SAND BLANKET 3/4" BROKEN TRAPROCK TYPICAL SECTION GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, UNLESS OTHERWISE NOTED. -SAND BLANKET -FILTER FABRIC (SEE NOTE) PIPE, AS SPECIFIED 3/4" BROKEN TRAPROCK PIPE - IN GROUND WATER NOTE: 1. INSTALL CLAY STOPS WHERE NECESSARY. 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-1 AND ADS OF 0.43 mm TO 0.22 mm AND SHALL MEET AASHTO M288-96. T YPI CAL SANI TAR Y LATERAL TRENCH SECTION _ 5'-10 1/2_ FRONT 3/4" TRAPROCK BASE, 6" THICK UNDER STRUCTURE TYPE "CL" CB TOP 54.5 — 8' 5.5' OPENING IN PLATE NOT TO SCALE 8" CONE SECTION TOP OF BERM CONCRETE BLOCK OR BRICK LEVELING COURSES 6"-12" PRECAST CONCRETE SECTIONS 18' OPENING .Illlli' 11111111. 2' Class "A Concrete $" 3'-D• 8' SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS 3/8" PREMOULDED EXPANSION JOINT FILLER SCORE LINE W/SEALANT © 24'-0" O.C. 6' 1" REVEAL 1 /2" BATTER 1 /2' R 1 /4" PER FOOT PITCH TYPE "CL" CS TOP AS SHOWN ON GRADING PLAN 6" X X X _ I I III- 1/2' STAINLESS STEEL BARS 12" C� '� 2" :'Y 4'X8' ❑PENINGS SPOT WELD 2 EACH JOINT 28 • �j� 6" TOPSOIL 6" x 6" x w1.4 x w1.4 REINFORCING MESH TOP AT MID DEPTH 2—#4 BARS 3" O.C. OUTLET STRUCTURE I-12" MIN. COMPACTED GRANULAR BASE (CT —DOT M.02.03) CONCRETEWALK 8 CURB DETAIL NOT TO SCALE 10' 3" PROCESSED AGGREGATE (M.05.01) 4'' ' •4 .. • '• 4 • I� 14 4. 4 • •o . 9" GRANULAR BASE (M.02.03) COMPACTED SUBGRADE GRAVEL ACCESS DR/ VE WA Y NOT TO SCALE 6" CPEP (TYP) 45' ELBOWS _+ OVERFLOW TO FROM ROOF SEDIMENT FOREBAY LEADERS OVERFLOW FLOWLINE EVEN WITH TOP OF CHAMBER STORMTECH UNIT (TYP) ROOF LEADER/INFIL TRA TION UNIT O VERFL OW DETAIL ��";,�;5tS7IIfldlpa, NOT TO SCALE e+a�r GO' fV°dtrsf NOT TO SCALE, 2�• vv, uttV49e ' bf*, NEOAN TRAP HDDD TRAP HOODS SHALL Bl; INSTALLED IN CATCH BASINS CB j( AND CB#7. HOODED OUTLET NOTTO SCALE STIORMTECH SC-7 STORMTECH SC-740 Y44 - 2 INCH ti CRUSHED, ANGULAI AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE FOR STC RMTECH INFORMATION CALL 1-888-892-2694 T YPI CAL INFIL TRA TION UNIT CROSS SECTION DET., TA I L NOT TO SCALE REV. 4-22-05 SUBMIT FOR FILING, NO CHANGE THI� SHEET REV. 3-18-05 WPCA APP., NO CHANGE THIS SHEET REV. 2-21-05 ADD SIDEWALK & CURB, GRAVEL DRINIE DETAILS REV. 2-15-05 NO CHANGE THIS SHEET REV. 1-18-05 DETAIL ADDED REV. 12-10-04 SHEET ADDED & TOWN COMMENTS BY Detail Sheet Owner/Applican t John .Fitch Partners, LLC & Andre L. Charb onne au 1249 & 1265 John Fitch Boulevard 125 Edwin Road (Mailing Address) South Windsor, Ct. 06074 860-528-75,,1 J.R. RUSSO & ASSOCTATES Land Surveyors & Professional Engineers SH01 1AM ROAD • �ar .i � �i:::::rf:rr..: EAST WINDSOR, CONNEC nCUT 06088 (860) 323-0569 FAX: (860) 623-2485 SCALE DATE SHEET CHECKED 72002-098 DPS AS SHOWN 11-15-04 7 of 9 URR TOP OF BERM BOT. OF FOREBAY EL=54.0 EL=50.0 3 3 MOD. RIP -RAP 12" THICK MIRAFI 50OX FABRIC IF FOREBAY BOTTOM IS ABOVE WATER TABLE INSTALL 4" IMPERMEABLE CLAY LINER SPILLWAY EL=53.0 11 �� POND OUTLET STRUCTURE (SEE DETAIL) OUTLET ORIFICE BOT. OF BASIN EL=48.0 IF PONJn ROTT(1M IC eRn\/E M�A,�TEo TABLE INSTALL 4" IMPERMEABLE CLAY LINER 12' TOP OF BERM EL=54.0 2 �1 1 SPILLWAY EL=53.0 7 POND FOREBA Y W1 SPILL WAY NOT TO SCALE CONTRACTOR TO DETERMINE_ CURRENT WORDING FOR HANDICAP SIGN lrnEN CONSTRUCTION TAKES PLACE. :- INTERNATIONAL SYMBOL OF ACCESSIBILITY LCAPPED A I I 1 rTTr H PAARK6 /ALL LEVERS TO BE WFiIIt � HELVE11CA MEDIUM SIZE & RE«nrM PROPORTION EC MEET � BE � FASTEN SIGN TO POST ANSI-117.1 SEC. 42B, WITH �l WITH STAINLESS STEEL BLUE BACKGROUND `�� TAMPERPROOF SCREWS OR SCREWS. T _ 1" RAD. TYP. 6" DIA. CONC. FILLED STEEL I I METAL SIGN POST PIPE PAINTED I I l J m TOPSOIL COMPACTED -- SUBGRADE PROCESSED — TRAPROCK BASE 1" WASHED GRAVEL NDICAP SIGN 8r BOLLARD 10'* 5'* 18' HANDICAP PARKING SPACE NOT TO SCALE * NOT AT LEAST ONE SPACE SHALL BE MARKED VAN ACCESSIBLE AND SHALL HAVE AN 8' SPACE AND 8' HATCH AREA. GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, u NLESS V T Mr-MVVI IM NV I CU. 2 PLY 1/2" DIA. REINFORCED ----_ RUBBER HOSE TREES GREATER THAN 2 1/2" CAL:--,, GUY WIRES — THREE SPACED EQUALLY ANCHORED W/ 2"x4"x2.5' CEDAR STAKE SET CROWN OF ROOTBALL AT SURROUNDING FINISH GRADE BEFORE MULCHING PLANTING 5011 MIXTIIPE Reflective Paint king Space —10 GA. GALV. SOFT STEEL GUY WIRE .—STAKES NOTCHED FOR WIRE TREES 2 1/2" CAL. OR LESS HARDWOOD STAKES —TWO 2"x2"x8' OPPOSITE AND SET INTO SUBGRADE -.TREE WRAPPING TO SECOND BRANCH HEIGHT W/50% OVERLAP /-- SEE LAYOUT FOR SURFACE TREATMENT 1;?--3" SHREDDED BARK MULCH `— ROLL BACK TOP THIRD OF BURLAP 6 COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBGRADE TREE PLANTING NOT TO SCALE THREE 10 GAL. GALV. SOFT STEEL INSTALL TREE PLUMB, PRUNE GUY WIRE ANCHORED W/2"x4"x2'-6" ALL DAMAGE OR BROKEN BRANCHES CEDAR STAKE SPACED EQUALLY SET CROWN OF ROOTBALL AT 2 PLY 1/2" DIA. REINFORCED RUBBER HOSE SURROUNDING FINISH GRADE. IF IN HEAVY CLAY SOILS SET AT 1" ABOVE FINISH GRADE BEFORE 3" SHREDDED BARK MULCH MULCHING, STAKES 90• TO GUY WIRES 11 6" EARTH SAUCER ROLL BACK TOP THIRD PLANTING SOIL MIXTURE - 12 OF BURLAP � 6" COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBSURFACE F VFRf7 RFFAI TA?FF PI A A/ 7-/ A/r NOT TO SCALE COMPACTED PLANTING SOIL MIXTURE TO PREVENT ` SETTLEMENT 1/2" DIA. CRUSHED STONE ADDED IN AREAS WITH POORLY DRAINED SOILS SET CROWN OF ROOTBALL AT LEVEL GRADE WITH HIGHEST POIBNgTLLOF SAUCER p PL N 3" SHREDtj BARK FMUCCHT STEM NOT TO COVER CROWN OF PLANTING SOIL MIXTURE SHRUB PLANTING NOT TO SCALE 10' F x x CONC. PAD 10(BROOM FINISH) tj 3' '3" BIT. APRON 3" BIT. CONC. 4" PROCESSED STONE BASE (CT -DOT M.05.01) T YPI CAL HANDICAP SYMBOL NOT TO SCALE PLAN GROUT POSTS IN CAST -IN -PLACE SLEEVES (TYP. OF 4) CHAIN LINK FENCE 6' HIGH W/ PRIVACY SLATS CL L-F --- 18, v. I .JI V6. JI_VI- L PLAN VIFW MIRAFI 140N OR EQUAL A SECTION A -A EXISTING PA\/F'ME�T PREFORMED SCOUR HOLE NOT TO SCALE 3xPIPE DIA. I END RIP RAP PAD TO BE 12" ;S - MIN., WITH 12" BANK .VEL UNDERNEATH, ON MIRAFI 3RIC OR EQUAL. 11' CLASS "A" CONC. 6"x6" #6 WIRE MESH MODIFIED RIP RAP SPLASH PAD NOT TO SCALE —� •• ' 8» 18" 8" COMPACTED GRAVEL BASE 12"W(CT-DOT M.02.03) SECTION A —A— CONC. DUMPSTER PAD DETAIL NOT TO SCALE WINDSOR LOCKS STANDARDD FRAME AND COVER ADJUST FRAME TO FIN. WITH CONC. BRICK (6' TO 12' MAX.) STANDARD STEP ALL J❑INTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT 8' CONCRETE OR BRICK INVERT. A. 6' OF CRUSHED NOTES: STONE : r 1. MINIMUM COVER OVER TOP OF PIPE 6'_ SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH N 19" FnR cntJCRFTF BLOCK UNITS. INSIDE DIMENSIONS V REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. L_j STORM MANHOLE NOT TO SCALE FINISHED GRADE W CUT AND SEAL J❑INT WITH TACK COAT M 04.01 V OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS -CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS i OR 2 BITUMINOUS CONCRETE BINDER COURSE (❑R MATCH EXISTING, IF GREATER) M 04 F,' (mMPA Trm oonrccocn Tnnnrr, - 1 I�u.LJJLL I ICHC'KUI.I� BASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) NOTES 1. ALL SA"d CUT AND SEALED JOINTS TO BE "ITHER PARALLEL WITH, DR FLRPEN•- DICULAR I n, TH£ C .NTL RL.INE OF THE PIPE, 2. ALL P-,AT--RIALS ARE -0 MEET ORM 814A, AS AM61DED PERMANENT ROr-'s Y PA TCH NOT TO SCALE _T• •• tit: ,� • �r iY9;.51� Q • No.08048 REV. 4-22-05 SUBMIT FOR FILING, NO CHANGE THIS SHI_ET REV. 3-18-05 WPCA APP., NO CHANGE THIS SHEET REV. 2-21-05 MODIFY SPILLWAY DETAIL REV. 2-15-05 NO CHANGE THIS SHEET REV. 1-18-05 DETAIL ADDED REV. 12-10-04 SHEET ADDED LEGEND 1 24' x 24' ALUMINUM EQUIPMENT HATCH 150 p,s"f 2 CONCRETE WET WELL STRUCTURE (48' x 96') 3 2' VENT (1) 4 NEMA 4X JUNCTION BOX 10 2' EY FITTING (2) 11 2' PVC ELEC. CONDUIT (1) 12 1 1/4'0 PVC 90° FITTING (4) 13 1 1/4" SCHED, 40 PVC DISCHARGE LINE 14 1 1/4'0 PVC TEE FITTING (1) 15 1 1/4'0 SCHED, 80 PVC DISCHARGE LINE 16 1 1/40 BALL VALVE (2) 17 CHECK VALVE (1) 24 LIFTING CHAIN (1 EA, PUMP) 25 GUIDE RAIL (2) 29 RAIL SUPPORT 31 2 ea, 2 H.P. ABS SUBMERSIBLE GRINDER PUMP 32 FLOAT SWITCH (3) 36 CONCRETE FILLET 37 3/4' CRUSHED STONE BASE, 12' THICK NnTES SYSTEM IS PREFABRICATED PRIOR TO SHIPMENT STRUCTUTE IS H-20 RATED REINFORCED CONCRETE (MIN 5000 PSI) STRUCTURE IS TO BE DAMP -PROOFED AND ALL JOINTS SEALED STRUCTURE DIMENSIONS ARE TO BE 48' DIA, X 96' (MINIMUM) INSIDE DIM, PUMPS ARE RATED AT 40 G,P,M, @ 50' T,D.H ALL FASTENERS ARE TO BE STAINLESS STEEL ALL RAIL SYSTEI I HARDWARE T ❑ BE EPDXY COATED CAST IRON ALL PIPING T❑ BE SCHED 80 P.V.C. HATCH ASSEMBLY TO BE ALUMINUM CONSTRUCTION WITH STAINLESS FASTENERS SYSTEM VOLTAGE IS 120/208 3 B 60 Hz, CONTROL PANEL IS TO BE FURNISHED LOOSE FOR INSTALLATION AND WIRING B) CONTROL PANEL IS TO BE NEMA 3R CONTROL PANEL IS TO BE U.L LISTED USE WITH THREE (5) MERCURY FLOAT SWITCHES 2 H.O.A. SWITCHES 1 EA, GENERATOR RECEPTACLE WITH MANUAL TRANSFER SWITCH 2 RUN LIGHTS 2 SEAL LEAK LIGHTS 2 AUX. CONTACTS FOR CONNECTING TO REMOTE ALARM 2 PUMP CIRCUIT BREAKERS 1 ALARM CIRCUIT BREAKER 1 CONTROL CIRCUIT BREAKER 1 ALARM LIGHT MOUNTED ON EXTERIOR OF CONTROL PANEL SYSTEM IS TO BE FED FROM OWNER'S PANEL AS DIRECTED BY OWNER PROVIDE EXTERNAL CONNECTION FOR AUXILLARY POWER SUPPLY DUPLE'v GRINDER PUMP STA TI ON NOT TO SCALE SLAB ELEV = 64.5 ED GRADE ELEV, = 64,0 IN nF WET WELI TO TOWARD CENTER OF STATION ABS PIRANAH 2 H,P, N STRUCTURE TO BE ,IN INV. = 58.0 P,V,C, GRAVITY SEWER V, = 54.9 ATER ALARM ELEV, = 54.0 UMP ON ELEV, = 53.5 JMP OFF ELEV, = 52,0 SLAB ELEV. = 50,0 REV. 4-22-05 SUBMIT FOR FILING, NO CHAN,3E THIS SHEET REV. 3-18-05 THIS SHEET ADDED TO SET Detail 'Sheet Own erlAppiican t In h.n. F'17.f. r h. Pry � fin or Q T T r -2,- .-- - v .. ,. I v .4 w r v i V v l v I .Lr." l.J L xv Andre L. Charbonneau 1249 & 1265 John Fitch Boulevard 125 tdwin road kNiailing Address) South Windsor, Ct. 06074 860— 528 - 7551 f J.R. RUSSO & ASSOCIATES Land Surveyors 3c Professional Engineers OF C0N�fY�. d'r' •C;G' 0g.: ��:.;�; : :.f: , 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 No.08048 FAX: (860) 623-2485 „ _ 5 BY SCALE DATE SKEET CHECKED N0. as ;aiae,Y^ — _ DPS AS SHOW 11-15-04 9 of 9 ✓RR 2002-098 N/F Dale S. & Harriet B. Willso IRON PIN - _...................... FOUND + N/F, �.{.. {... {._ Michael F & Jennie J. fi.. ..{.- Albert + + + + _..............�+ + ....-._._ _� + _.{.. ..{... { + + -1- N/F + Dominic Frasca, Jr. �— + + + 0 co ..{._ o + �- " + N/FV. -�- John & Mary LeBlanc + + + + �+ + + .4- . .. ..... ........... + + + + N/F + Pamela N. Wentworth i + -I- + N/F !derick H. & Theresa M. + Bitgood -t- ................................................. .......'..'....'.'..'.'....'.. . ...'.'.'...'. ..'.. .....'...'............... ................... I '.... . ..........'...... '........'.....'.'.....'..'.'.......... ..' ... .. ... ..............................'..'.'..'...'..'........... TF=72. ;i ... 1' . t ..... .............. .. ............ ....... ............. ....... .... - s' i '............................... EXIST. BU/LDING.'..'.'.............................'..... .. _.._ -. 1 .. .. .. ........................ DRAINAGE R.O. W. IN FAVOR OF 1265 JOHN FITCH BOULEVARD................................................ ......................................................................................................................................................'.'.•.•.•.'.•.•.•EXIST. FLARED END.•.•.'.•.'.•.•.•.•.'.•.•.'.•.•.•.•.'.•.'.'.•.'.'.•.•.•.•.•.•.'.•.•.'.'.'.•.•.•.•.'.•.•.•.•.•.•.'.•.•.•.•.'.•.•.'.•.'.•.•.•.•.'.•.'.'.'.•.'.•THE STATE OF CONNEC77CUT AS•......... ...................................................................................FL=65.2.'.•.•.•.•.'.•.'.•.•.'.'.•.•.'.•.•.•.'.•.'.•.'.•.•.•.•.•.•.•.'.•.•.'.'.•.•.•.•.•.•.•.•.'.'.'.•.•.•.•.'.•.•.'.'.•.'.•.'.'.•.'.•.'.•.•.•.'.•.'.'.'.'.'.'.'.'.'.'.'.'.•DESCRIBED IN VOL. 34 PG. 625.'.'.. '.'.'.•.' EXIST. CB / �;' i 1 - t i TF-7o.7 ni, t t EXIS77NG MH I ................................. r N F EXIST. FLARED D """' """"""""""' FL=66.7 4' !� Andre L. Charbonneau j - g, __ FL-62.0 .......................... a �GQ /� 7F=73.5` / ........................... _- _........---_............_ ... --_............... _ -- _-_.......i _ _... - �- _ _.. _._._.....--------....... ..... -_....._-__....... ..... - �- __.........._....----_.........._. -.- ..... ..... - - �-_...._.... --_ ._.._...... _ --� .......'....•.... .. � N ' tt�/ i , u jj ........... . 30 WATER EASEMENT /N FAVOR - _ 1 EXIST. D ........... .. . FLARED EN W W W lv i,, ........... W W �........ �! ; FL=61.7 _EXIST. CB .. \\ W ✓ .. OF CONNEC77CUT WATER COMPANY ��::::_-.-. ....••... � bi .......— W -•• 4! „! W °�_..-....•. �� W ...... ni 7F 69.2 \ S66 45 09 - ..... ..... ..._,. - - - - ..... _... _ - - - _._....... _ � - - _ - - � _6 � '$f' ."'- �-r• � _��--�� "�'%..}.�. .... ... ......... �. - - _... _.......... - - _ � 55 PARKING SPACES - - - - - - - - - - - - - - -- - �" j -r \f�- - f f ' \77 ;ACCESS UTIUIIES AND MAINTENANCE j- ,` j - t . -i\ 1 \ I ���`` \ f \• --,I_ It _..... ^...Y......... \- ' \ � � I� �; \ - -,EASEMENT HN FlTCH ', ' E EM . f I t f TIN FAVOR OF JO ;.u.. r,. t:• r ....._ T _ _ - r �.r� i f 7 , _..... E r• '.�% j`� \'- r ' r �y PARTNERS, U_C ����,. ..JJ �� oT'�; r \ �$ f� - . ! AREA - 24,186 S.F. \�1�,, f FL=62.5 n� f 1 \ {� `I <= A \ - I ., 18 RCP A4 z ;- �\ -�' ' �,= r b I' S66045' 09"E 1109.16' /Total) ) �-G\ j �� ' rr�' FL 2 7 \ ice' r 1 - .r 1 \ I \ \mil ,�'�, 1350.26 \{ I ► N iPIN C42 A2 r \ r i \r�i.1..� \ j� I I \ \. 1 �\. r,' ice\ f \� IRO A303.25 ESMT.)._ {-• -{ 10' CIDE YA;7J 805.91' 36 RCPHEL i i5960` + + + -{' + + + + + + + + W2 li 0. i + + Y + -� C41-.... _.. .. -` i ( EXIST. CB.'..'.'.'..'.'.'......•.•.'.•.'.•.'.•.'.'.•.'.......•..'.'.•.'.'.'.• u I i .. ......... ................. ....... .......... .. ..... W4 = I TF 69.7.'.'.'..'....•....•........... ....'...•............. :.. {_.. {.. {.. A --{- .. f.. _a.. { o { °o ' ........'..................................................' tt, ( r- + + + + + + + + + + + + FI c4 ::::::: W6 1 a I o FF='72: Q:.:................................ : �. Q c li tj - l + + i- + + +.:::.:..:....:.:::..:::.....'.......:...:..::::::...:.:. o` o S CONC. PAD ;EXIST. BUILDING .........'.'.'...'........ f.. {.. ��3 , i �--{ 1249 _JOHN. RTCH BOULEVARD Z? Y { .. {.. I.. {.. -4 {.. k.. {.. {._ {.. �.. :: : ::: : ...... ll Ri .. {.. ?.. {.. { 6 F C39 " L'.'.'.'.•..'.•.•.'.'.•.'.•.•.'.•.. .......... • 11 cn U it t 1 %- + + + + + + + + -{- + + + + , S7�14 40 E --+�"' i 1 SPACE I c�,a �t, T Y Y tt i i A t {.. {.. �... {.. I.. f-. ..{-- { -.{.. {.. {_. {.. {.. _.{.. {. Total Lot Area = 9.41 Ac. { � { I } 1 FF=�2:0' � �l V Q ..... ..:T3.0....•.•.•.•.•...• t l xi /4 ni f.. a {.. �. iLl t I t o ` .-,,,-,--, .- ! 3 SPACES 4 PARKING SPACES 7J: .............. li t + �+ C1 + + + + + + -f- + + 13+ + + 15 `° 1� + { + -{- + + ` \j Lx ......- — t, _ �\ it �� j64� m + -{- + -}_ + E- + 1 -{- l9 -{- _I - cis + �- F + + + — — 308. 73' _ _ \ 1►, -3 { {.. C3.. {..C4 {.. 151.63' {.. + o - _ - __...... - - - _ ...... - _......_ _ -6'2 ' 47" W ` - \ ` !i v ...}.. 0 FO ND v �a �`-` + + + N/F-- _ G- + + + �- + + _ Sartori Associates s" E'��4�_ _ �- -�, i + + -{ ?-,'t%�, .. .. :.:...: XIST: SAN. MH'_ . -� + + -�- ` ' ' IN (ST 24' FAVOR OFCESS 1249 & 1239NT ::...:... : .. ':' ::: : ::: : :: : TF=70.2 + / T + C34 + '• -{- -t- + + JOHN FITCH BOULEVARD FL=66.5 + + -{- �+ -I- i + T+ -{- + + �, /� `...........::.....................:'....'.. Cg a / + + `� + + + {- EXIST. BUILDING' CO `::::::::1239 JOHN FITCH BOULEVARD •: '-%'-%-72.-0: t +- D3233 i -{- { .. 1..,,a�o LIMIT OF CONSERVATION f� �. { {.. {..:.................................................... o tw f�1 + + -{- + + ���` EASEMENT (TYP) .��,`� +' + -{ 1- -¢- {-::::::::::::::::.......:.......:::::::::::::::::.......:........:........ tz i Exlsr. SA N. MH I TF=71.7 C31 -I- + + +, : : 1 FL=65.8 -I- + T + -{- -F CHD FOUND � I { Cid / S6721'29"E C30 + + + + + + + + + + rt + + + _.{- _ + + + + + /QI// + + + + + ca + 78.43,37E r„r �- + + + + + + + + + -{- + + cn r a� + -{- _� + sjw as r� S� 2 2 80' + -{- -I- -{ T -i- + + + Y + -I- F + C�� + T + + {- + -I- -4- + T + -!- -I- V {.. {. ;a`rv,�o. 35.82'{.� i.. {.. {.. {.. {.. f.. {._ I.. {.. {.. {.. f.. -.{.- + + + + S6239' 5'E C13 C14 + + C17 C18 + + + +C21 + + + + + + + -i- + + + + + + + + + + + + + + + C19 C20 + + C25+ +/ + + �'+' + + + + + -�- + + + + + + + + -!- + -� + + + + -i- + + + + + -f� f- + -1- + -I- -I- -I- 4- + + + + + + + f_... {.. \ f.... {.. {.. „.. c�5 c1.. f' CONSERVATION EASEMENT IN FAVOR I {• { { { f.. {_. }.. {.. .. �� + + + -i- -{- -I- + d- + + 4- + + OF THE TOWN OF SOUTH WINDSOR + + �- + + + � -{- + + + -f- -} + + -r + + AREA = 5.15 AC. ��' + - ____ --_ + + + + -{- + + + + + + + + + + + + :._ + + + + + + + + + + + + 864.19' N/F N66020' 47" W .�. _. _..i _ _, - _ - ._ .......- � j l John & Josephine Hughes i N/F 1 N/F j N F liaroli i Faith P. Qua i Richard B. & Kelly J. Mellen i / i g � i Andre L. Charbonneau i i; 1 Reference Maps: i t 1. "Resubdivision Plan for Richard J. Grosso, South Windsor, Connecticut" Scale: 1"=40Date: 1-13-85 Nev. through 3-24-86 Class A-2 by Gardner & Peterson Associates, Everett Gardner, L.S. 2. "Easement Plan Prepared For John Fitch Partners, LLC 1249 John Fitch Blvd. South Windsor, Connecticut 06074" 1"=20' 10-28-02 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. 3. "As -Built 1265 John Fitch Boulevard South Windsor, Connecticut Owner -Developer Andre L. & Kevin P. Charbonneau 125 Edwin Road South Windsor, Connecticut Phone 528-7551" 1"=40' 7-20-90 Rev. 9-26-95 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. Notes: 1. Parcel is located above 100 year flood hazard elevation (from Reference Map #1). 2. Elevations and bearings are based on Reference Map #1. 3. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 4. Portion of the parcel is located in inland wetlands as mapped by Michael F. Gragnolati, Soil Scientist. GRAPHIC SCALE 40 0 20 40 s0 160 LEGEND: -o- UTILITY POLE c WATER GA TE e GAS GATE O EXISTING MANHOLE ❑ EXISTING CATCH BASIN SIGN -c�- HYDRAIV i- - F — U.G. ELEC. LINE —E T— U.G. ELEC. & TELE. LINE — G — U.G. GAS LINE — W — U.G. WATER LINE EXISTING STORM SEWER EXISTING SANITARY SEWER A WETLAND LIMIT EXISTING CONTOUR 256XG EXISTING SPOT GRADE o EXISTING I.P. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS o EXISTING A :?NUMENT MAP IS SUBSTANTIALLY CQ (? TSAS NOTED HEREON. ( IN FEET ) 1 inch = 40 ft.