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Home My WebLink About04-63P_G&R MARINE, L.L.C._KIMBERLY DRIVE (LOT 12)Map Lot Name & Address 96 58 Andre L. & Andre K Charbonneau 10 Abbe Road South Windsor, Ct. 06074 61 Andre L. Charbonneau 125 Edwin Road South Windosr, Ct. 06074 97 2 Pal Szabo 1505 John Fitch Blvd. South Windsor, Ct. 06074 3 ACK, LLC 1519 John Fitch Boulevard South Windsor, Ct. 06074 4 County Distributors Inc. P.O. Box 53 South Windsor, Ct. 06074 5 Frederick N. Zeytoonjain 157 Moody Road Enfield, Ct. 06062 7 KF Brick Co. Inc. P.O. Box 375 East Windsor Hill, Ct. 06028 15 K & B Realty LLc P.O. Box 958 Manchester, Ct. 06044-0958 16 Linbob LLC 80 Kimberly Drive South Windsor, Ct. 06074 17 Andre L. & Andre K Charbonneau 10 Abbe Road South Windsor, Ct. 06074 18 Andre Charbonneau 55 Kimberly Drive South Windsor, Ct. 06074 19 Linbob LLC 80 Kimberly Drive South Windsor, Ct. 06074 108 19 DPE Properties, LLC 23 Sea Pave Road South Windosr, Ct. 06074 36 Andre L. & Andre K Charbonneau 10 Abbe Road South Windsor, Ct. 06074 37 David Zylberman 14 Sandra Drive South Windsor, Ct. 06074 38 Linbob, LLC 80 Kimberly Drive South Windsor, C. t 06074 109 10 Donald J. Baltulonis 1546 John Fitch Blvd. South Windsor, Ct. 06074 11 Larnick Associates 8 Roessler Road Woburn, Ma. 01801 13 Richard B. & Kelly Mellen 1535 John Fitch Boulevard South Windsor, Ct. 06074 15 Fitch Meadow FITCH MEADOW John Kozlowski 14 Fitch Meadow La. South Windsor, Ct. 06074 Bogdan & Grazyna T. Burek 22 Fitch Meadow La. South Windsor, Ct. 06074 Musse 0. Awale 26 Fitch Meadow La. South Windsor, Ct. 06074 Marjorie Watts 32 Fitch Meadow La. South Windsor, Ct. 06074 Luis & Rosanna Baena 38 Fitch Meadow La. South Windsor, Ct. 06074 Marc A. & Beth Daitch 44 Fitch Meadow La. South Windsor, Ct. 06074 Rosalie & Paul S. Giansiracusa, Jr 52 Fitch Meadow La. South Windsor, Ct. 06074 Syed Uzzaman 60 Fitch Meadow La. South Windsor, Ct. 06074 Laurie J. Ebrahimi 64 Fitch Meadow La. South Windsor, Ct. 06074 Rosalie & Paul S. Giansiracusa, Jr. 68 Fitch Meadow La. South Windsor, Ct. 06074 Timothy R. & Amy E. Lewis 69 Fitch Meadow La. South Windsor, Ct. 06074 Nancy Sandra Cataldi 59 Fitch Meadow La. South Windsor, Ct. 06074 Sally A. Terry 49 Fitch Meadow La. South Windsor, Ct. 06074 Michael S. & Misuk Yi 35 Fitch Meadow La. South Windsor, Ct. 06074 Samir Ahmed 21 Fitch Meadow La. South Windsor, Ct. 06074 Kimberlee J. Austin 11 Fitch Meadow La. South Windsor, Ct. 06074 David T. Melinsoky 7 Fitch Meadow La. South Windsor, Ct. 06074 na* V rr L11 '\ J` �7 44 Kimberly Drive (Lot 12) South Windsor, Connecticut Kathleen R. Mason 20 Fitch Meadow La. South Windsor, Ct. 06074 Mark A. & Pamela F. Mansir 24 Fitch Meadow La. South Windsor, Ct. 06074 Mary C. Moonen 28 Fitch Meadow La. South Windsor, Ct. 06074 Helen T. Regan 36 Fitch Meadow La. South Windsor, Ct. 06074 Barbara A. Semino 40 Fitch Meadow La. South Windsor, Ct. 06074 Karen E. Rose 48 Fitch Meadow La. South Windsor, Ct. 06074 Donald Sfreddo 56 Fitch Meadow La. South Windsor, Ct. 06074 Eduardo S. & Sandra P. Gil 62 Fitch Meadow La. South Windsor, Ct, 06074 James A. & Lisa M. Bretz 66 Fitch Meadow La. South Windsor, Ct. 06074 Garnet Drakiotes & Linda Clough 70 Fitch Meadow La. South Windsor, Ct, 06074 Reyimjan A. Sidik 65 Fitch Meadow La. South Windsor, Ct. 06074 George A. & Rochelle Desormiers 55 Fitch Meadow La. South Windsor, Ct. 06074 Nancy Mulroy 45 Fitch Meadow La. South Windsor, Ct, 06074 Danielle & Tapie Rohm 27 Fitch Meadow La. South Windsor, Ct. 06074 David M. Clarke, Jr. 15 Fitch Meadow La. South Windsor, Ct. 06074 Gerald & Monique Desjardins 5 Fitch Meadow La. South Windsor, Ct. 06074 198/19 37 36 0 LOCATION MAP 1 "=200' APPLICANT: G&R Marine, L.L.C. 1535 John Fitch Boulevard South Windsor, CT 06074 (860) 290-7855 J.R. RITSSO &ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 KEY MAP LEGEND SS— SANITARY FLOW S--•— STORM FLOW LADA, P.C. 0..;;:.' Land Planners 104 West Street Simsbury, CT 06070 (860) 651-4971 Clock Towor Commons Brewster, NY 10509 (845) 278-7424 mAeI J DRAWING INDEX SHEET TITLE CIVIL SHEET NO. COVER SHEET ....................................1 of 6 SITE PLAN........................................2 of 6 LANDSCAPE & LIGHTING PLAN ......................3 of 6 EROSION & SEDIMENT NOTES ....................... 4 of 6 DETAIL SHEET....................................5 of 6 DETAIL SHEET....................................6 of 6 ZONE: INDUSTRIAL (1) LOT AREA: 149,210.06 S.F. (3.42 ACRES) FRONT YARD: 35' SIDE YARD: 10' REAR YARD: 25' MAX BLDG. HEIGHT: 40' (2 STORIES) PROP. BLDG. HEIGHT: 26.5' (1 STORY) MAX BLDG. COVERAGE ALLOWED: 50% PROP. BLDG. COVERAGE.-, 6.4% MAX IMPERVIOUS COVERAGE ALLOWED: 65% PROP. IMPERVIOUS COVERAGE: 43.7% 'ropt- 67! P FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DATE: ` 1 L4 SO ITIA WINDSOR FLANMiNG DEPT. REVISED; 92-6-04 - - . _ _ W W •.LTr r-tom . Z r11. 177;r ` TEST PIT DATA TEST PIT DATA 5' Observered by J.R. Russo & Associates on Observered by J.R. Russo & Associates on 9-27-04, 9-27-04. C.-A 0"-12" Topsoil 0"-12" Topsoil -2, -99 AID 12"- 36" 36 -54 Very Sandy Red Brn. Loam Lt. Brn. Loose Med. Sand 12" 26" Red Brn. Loamy Sand 26 -90 Red Brn. Med. Sand Mottled ', �,`; j I 54"-96" Med. Red Brn. Sand - Slightly Roots to 30" % I` _-_-_------- ----------------------- Roots to Compact Mottles 50" „ Mottling26 No Water n 75, No Water 24" PE FLARED END SECTION FL=65.5 N/F 1 ; - NIF Richard 8c Kelly Mellen - - - - � ' �' o TP#2 TP 5 0" 20" Topsoil/Fill EXTEND EXISTING RIPRAP TO INLET The Fetch Meadow ' 's9X3 ' l 1 ' , ■ 1 r, K . �=t 0� -12�� Topsoil » " 20 -42 Lt. Brn. Loamy Sand Slightly jr Association, Inc. I 1 yg - - 12"-30" Brn. Loamy Sand Compact 1000 GAL. OIL/WATER 70 ! , i h - 30 -58 Lt. Brn. Loose Med, Sand 42 -60 Blue Med. Sand Slightly Compact SEPERATOR (SEE DETAIL) 1 , , ' , ' i -� 58 -80 Brn. Mottled Med. Sand Slightly 60 -90 Lt. Brn. Med. Sand Mottled " 4 PVC FL IN=68.25 e PVC FL OUT=68.00 ,� EXIST. OUTLET _ _ _ .... _ _ _.... _ _. - �' STRUCTURE _ ._ _ / TF=74.4 : " _ 2_, _ _ ._. _ _ ._ _ _ .- - ' / , I j r I / T2 . I X 76 I r , 1 EXIST. BUILDING FF=76.3 ' G & R MARINE EXIST. BUILDING \ o \ 1 , .' Q' �-. ; �, Roots to Mottling Compact 58' ®58" » Roots to 53 Mottling ® 60 No Water - _ ... �FF=7s.s �/� No Water 76 ,' . EXIST. DETENTION BASIN / r�4 S69° 17' O6"E S68047' 06"E k 1 it ' ' CONNECT ALL DOWNSPOUTS tr / L123.65'62.33 TP#3 TO ROOF LEADER WITH ......... ` _ tt»soil 6" CPEP-S S=0.5% MIN.10'"-24" Ltp Brn. Loamy Sand 871.88' �� Zoe = DRZ 24"-60" Blonde Med. Sand - ........ ......... _ _ 185.81 ' •-- �� 205.7�3 Zone - I - - � E'�ist. 'TP Nam WM xis ' " - - -"" - - -- � 60"-84" Brn. tlesed. Sand Slightly Compact - 18 RCP FL=66.0 _ - `Exist. - 74 /P 24 PE FLARED END SECTION FL=6 .0 „ 175LF ,) W1.7 - - - - - " - WITH PREFORMED SCOUR HOLE SE DETAIL LEGEND l I , . \ , _. - -7-2-` 8ro t `e - ( ) Roots to 30 'CB#1 !� r ,. _.�. - - -- - �`'� .' \ - - - Mottling r® 60 6 HIGH CHAIN <.-> - ,=� a-� - c>-. -„ / ' \iQ No Water --0- 1T='=72.2 7 LINK FENCE , , ^>;`,y ,�r> c:�i:• ; �4' ` -�- 78, k=68.2 I �' 7,6. - (� > ,: 1 74 - - Zor duffer Lie '� , ~� 20' TEMPORARY GRADING EASEMENT TO BE GRANTED 6Y , ' T 73.5 --1 LINBOB LLC \ TO G&R MARINE L.L.C. ;''{• •r G•f ffriY \ 73.5 73.0 i >:< 15" CPEP,'-S N/F 73.5 Linbob, LLO I73.1 ' I CB#2 , kTP#5 1 ; \,TF=7230 CONC; ,WHEEL FL=67.0 I STOP, (TYP) 154.69'krown Stone E f S67'07'34 "E ` 164.6 (Total)' . "� 67'09'0, 72, 0 iN23" 73.5 t s - y_70_-- E EDGE OF BIT. 72.8 ' '; ', 't ' 447LF c 80LF �SF I ` ' ! ' 6' HIGH CHAIN LINK FENCE CB#3 ' TF=72.0 CPEP-S I t f W/ PRIVACY SLATS AS FL=69.4 (10" RL IN W) S=0.639b I , i ' , t! ' DIRECTED BY OWNER FL=69.0 (15" OUT S)- W 1 1 W -'`BIT. ' ' 1 ' a2 FL=68.0 (12" OUT E) Q I2;' ,! INSTALL HOOD ON 12" PAVEMENT., ovo i ;� ,' , OUTLET TO GALLERY �E , I ' ' ` 1 ' i 64LF PRECAST CONC7. -' ROOF LEADER `° ,' /,' ;' ,' INFILTRATION GALLERY p ' % ' ' / ARROW AC -GALLEY 4'X4' ACKN/L.L. C. 18LF 10" CPEP-S S=0.76.�96/ ;'�l,',' ' BOT. OF TRENCH=65.5 v 0 I CLEANOUT TP I ;'�/ '`w2� ' + ; I APPROX. LOCATION OF EXIST. # " '3Xs SAN. LATERAL I r' / 1` t,' ! A 1 ; ; ; 24 OAK TO BE SAVED O o FL=67.7 � 1 � 1 I s0 0 198LF 80 WETLAND � , ,t � Co < 11 7,0 C®#5 - - - - - - 15 CPEP-S REG. AREA w 7, I 00 ; FL=65.1 (15" IN N&NW) S=1.979b j ' ! , `' 0 (15" IN S) 74.011- - '- `EDGE OF BiT. coo ! ' F1-=62. ! ' t FL=61.75 (18" OUT E) 18" PE FLARED END SECTION FL=54.0 ' WITH PREFORMED SCOUR HOLE OUTLET o W2� ` PROTECTION (SEE DETAIL) EROSION & SEDIMENT CONTROL PLAN KEY � Exist. r , I i ; : SEE OTE Brow -S ne '� '111.9 f 'i , se,,7°33' 11 "E 5 - , .. - ..-_. __ ._.._ ._ .... ; xis . 82 , �X G L T UN r ; �� 135.5 Brown stone ` " ` r' ,' ,/ ' ` gxist. I 1 1 80.72 Exist. PERMANENT SEEDING - -1 6 - - 1 D.00' co I4a' 73.8 - - �4 2 3LF, ' ' /' �� ,'; !P , i 68 IP o 1 CPEP-S ' TS TEMPORARY SEEDING 136 S 0.82/q T / !! .' , t• 2� i ( TI I) T i 't` I 20 DRAINAGE EASEMENT CE CONSTRUCTION ENTRANCE 80 \ ; ir r' ' 1' IW4 60 1 , iN FAVOR OF THE TOWN jL CLEA OUT ! r , % 1 if rr .11 ` 1 tt OF SOUTH WINDSOR GEOMMLE SILT FENCE 363LF SAN. LATERAL 01 .��. 1` ; f %. t : FLARED END - GSF 6" PVC SDR35 �o . w z 6 ; 'TP#2 ,, ; :l`W.B ( r i : FL=52. a S=2% MIN. 78 _ _. `� o MAW MIN. a J t' , o RR RIPRAP a Sri ', 12" CLE ANCE , l o co A2 ^ It ', / W3 ' st " ` ' � ° (, P OUTLET PROTECTION ' t N/F N/F � 1 , � l . , Pal Szabo Linbob, LLC t ; GRAVEL INVENTORY _ _ `� 76 _ T RAGE AREA / W EASEMENT AREA FOR SIGI GE IN FAVOR 387LF 6' HIGH CHAIN LINK FENCE W/ PRIVACY SLATS AS DIRECTED BY OWNER iA=17023'23" R=1208.12' L=366.67' APPROX. LOCATION OF EXIST. SANITARY SEWER LATFRAL -� EXIST. CB / TF=68.2 FL=64.2 Mon. Held -INSTALL INSPECTION l - MANHOLE AS DIRECTED BY THE SOUTH WINDSOR WPCA O OF N/F ANDRE L. CHARBONNEAU & C)� 6'6 ANDRE K. CHARBONNEAU ! 30' DRi VEWAY EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR _ _ ^ _ S67033' 11 "E 328.16' , P#1 n6 -�------------- M D 28LP \ BENCH MARK APPROX. LOCATION OF 12" WATER MAIN n ba EDGE OF GRAVEL � 71 0 - f - - � �t D,t � 1 18 ;CP � Exrsr. ce �, --- ;✓ - V - 1 ; DK�'j , S= >\ TF=64 9 i WATER MAiN EASEMENT IN FAVOR OF THE CONNEC77CUT WATER COMPANY GS ' �,' t��° FL=58.4 ,� 311.82 i ° on. Held 3 N67043' 08" W % `�•'�-+ "ter/ r� � .� 11 __ - _ , 05 » ----:----a=108°44 „ w Kimberly Drive R=25.00' CL&P 4-K,)- } 10"_p_vc' %0 � L=47.44' wool V C ANOUT6x9 - ` 67x5 4 - _EXI- :T: tt - - EXIST. SAN. - --_....._..... -------- - ._...._..... _... - - - - 10" PVC R_�p- -� - 4 9 TF=65.6 MH APPROX. LOCATION OF GAS MAIN FL=5Z8 IN 15 FL=60.4 %5 a 24' WIDE FL=57.9 /N 18" DATA BLOCK "STOP" SiGN FL=51.3 IN 36" PARTICLE SEPARATOR & PAINTED SWING FL=50.6 OUT 36 WITH BY-PASS (SEE DETAIL) ZONE: INDUSTRIAL (I) GATE ,�-- LOT AREA: 149,210.06 S.F. (3.42 ACRES) EXIST. SAN. MH STOP BAR REMOVE 74LF± 555LF FRONT YARD: 35' -., TF=678 BIT. CUR NG " SIDE YARD: 10' FL=59.2 CB#4 Bj 15 CPEP-S EXIST. CB TF=66.7 j S=1.27% REAR YARD: 25P TE=sB.o CONTRACTOR SHALL FL=64.0 LOCATE AND EXPOSE FL=62.7 EXISTING SANITARY LATERAL FOR ENGINEER TO VERIFY DEPTH PRIOR TO START OF CONSTRUCTION OWNER'S STORM WATER INSPECTION & MAINTENANCE PLAN 1. SWEEP AND CLEAN ALL PAVEMENT AREAS EACH SPRING. 2. INSPECT CATCH BASIN SUMPS ANNUALLY AND REMOVE SEDIMENT IF LESS THAN 16" FROM INVERT OF OUTLET PIPE. GRAPHIC SCALE 3. INSPECT THE PARTICLE SEPARATOR QUARTERLY AND- VACUUM CLEAN AT LEAST ONCE A YEAR. coo o zo coo eo Aso 4. INSPECT DRAINAGE OUTLETS AFTER EVERY STORM EVENT OF 0.5" OR GREATER AND MAINTAIN ADEQUATE ARMORING OF OUTLET AREAS. ( IN FEET) 5. ALL REMOVED SEDIMENT AND FLOATABLES SHALL BE DISPOSED 1 inch = 40 ft. OFF SITE IN ACCORDANCE WITH STATE REQUIREMENTS. MAX BLDG. HEIGHT: 40 (2 STORIES) PROP. BLDG. HEIGHT: 25.5' (1 STORY) MAX BLDG. COVERAGE ALLOWED: 50% PROP. BLDG. COVERAGE: 6.4% MAX. IMPERVIOUS COVERAGE ALLOWED: 65% PROP. IMPERVIOUS COVERAGE: 43.7% PARKING REQUIREMENTS PARKING REQUIRED 1/1,250 S.F. + 1/EMPLOYEE 9,600 S.F./1,250 + 0 = 7.7 (8 SPACES) PROVIDED 12 9'X20' SPACES 1 16'X20' HDCP SPACE 13 TOTAL EXISTING UTILITY HANDHOLE EXISTING UTILITY POLE PROPOSED UTILITY POLE EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING BUILDING LIGHT PROPOSED BUILDING LIGHT EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND ELECTRIC PROPOSED UNDERGROUND ELECTRIC EXISTING WATER GATE EXISTING HYDRANT PROPOSED HYDRANT EXISTING WATER LINE PROPOSED WATER LINE EXISTING GAS GATE EXISTING GAS LINE PROPOSED GAS LINE EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING DRAINAGE MANHOLE PROPOSED DRAINAGE MANHOLE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY MANHOLE PROPOSED SANITARY MANHOLE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SIGN PROPOSED SIGN EXISTING IRON PIN (FOUND) PROPOSED IRON PIN (TO BE SET) PROPOSED MONUMENT (TO BE SET) EXISTING MONUMENT (FOUND) EXISTING SPOT GRADE PROPOSED SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREELIKE PROPOSED TREELINE LIMIT OF WETLANDS EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB PROPOSED CURB PROPERTY LINE EASEMENT LINE BUILDING LINE STAKED HAYBALES OFF SILT FENCE %urn 0-ic e blush ?&UY4 t Y y4y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 %sea co•! TELEPHONE (860) 644.2511 January 7, 2005 J. R. Russo & Associates 1 Shoham Road Eau Windsor, CT 06089 Attn: Dana Steele RE: O & R Marine 1535 John Fitch Blvd. South Windsor, CT Dear Mr. Stcele: The South Windsor Water Pollution Control Authority, at its regular meeting ofJanuary 4, 2005, gave approval for the connection to the Town's sewemge system of a commercial building to be located on Kimberly Drive, South Windsor, Cr, as more specifically shown on plans entitled" Lot 12- Kimberly Drive-G & W Marine, LLC", prepared by J. R. Russo Associates, Project No. 2004-059. Drawing No, 2, dated 10-05-04, with no revisions and subject to the following conditions: 1. -Proper permit must be'obetined from the State for the oWwater separator. 2. Technical approval ofthe Town Engineering Department. 3. Final Authority approval and acceptance ofthe sanitary sewerage connection will be given once the sewer Iix has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the dcsig❑ plans previously approved by the Amhority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Jdseph J. Cardio. Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan, Town Manager Michael J. Ganlick, Director of Public Works JeffDoolittle, Town Engineer Marcia Banach, Director of Phenning Chris Dougan, Chief Building inspector - This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey based on a Resurvey conforming to Horizontal Class A-2 & a Topographic Survey conforming to Class T-2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional. Unauthorized alterations render any declaration hereon null and void. Map References: 1. "Subdivision Plan Resubdivision Property Of Andre Carbonneau South Windsor, Connecticut Owner -Developer Dated 4-13-87 Revised 02-18-88 No. 86138 By Palmberg & Russo; 2. "Property Survey Prepared For Andre L. Charbonneau & Andre K Charbonneau Sandra Drive Dated 6-19-97 No. 97048 By J.R. Russo & Associates; 3. "Site Plan Modification Applicant G & R Marine 1519 & 1535 John Fitch Boulevard South Windsor, Connecticut Dated 3-18-04 No. 2004-006 By J. R. Russo & Associates Notes: 1. Parcel not located in a flood hazard zone, panel no. 090036 0006 B. 2. Horizontal datum based on N.A.D. 1927. Elevations based on N. G. V D. 1929 Datum. 3. All underground utility locations on this plan are approximate and may not be complete. Anyone using this information without verifying the locations does so at their own risk. No construction will be done on this site prior to utility mark out. "Call Before You Dig 1-800-922-4455". 4. Parcel is subject to restrictions to public highways, see vol. 945 pg. 183. 5. Portion of the parcel is located in inland wetlands as mapped by Michael Gragnolati, Certified Soil Scientist. 6. Trash disposal for this site shall utilize existing dumpster at 1535 John Fitch Blvd. 1540 SULLIVAN AVENUE • SOUTH VANDSOR. Or 06OT4 TELEPHONE 1860) 6"2511 CE:RTIMED MAIL November 24, 2004 Dar Steele J. R. Russo & Associates 1 Shoham Road East Windsor, Cr 06088 Dcar Mr. Stole: Re: Appl 804-63P, G & R Marine, LLC We arc leased to advix you that the P] & Zonis Commission voted n November 2 2004 p y arming g o 3, to approve with modifications the above refaenecd application for a Site Plan of DeveloprnenL This approval is for the construction of a 9,600 sf building and associated driveway and parking on property located on Kimberly Drive, I zone as shown on plans prepared by J. R. Russo & Associates, dated October 21, 2004 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the inland Wetlands Agrrcy/Conservation Commission, including a bond in the amount of S10,000. 4. An "'built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulatiore, 5. A landscapo bond in the amount of S5,0Do is roquimd and most be submitted prior to filing of mylars. 6. All ptgns used in the field by the developer must bear the stamp and authorized sigtaturo of tho Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer, which cart only be granted by the WaterPollution Control Authority. 8. The budding street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10. Town Engineer's review comments dated 11116,104 must be addressed to the Town Engineer's satisfaction. Black and white transparcat mylus of Sheet 42 with the above modifications, together with three blueprint cupies of the entire set ofplans must be submitted to Ibis Commissiou with❑ 30 days to be stamped and signed. The letters of approval of this Commission as well as the Wand Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the roceipt must be submitted to the Planning Deportment. Si/n��ue ly, ' 1 W � - Timothy H. W ell, Chairman Planning and Zoning Commission THW/pmm co: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal 10-5-04 �. ScrF,Nns'r' �i'E TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. �k^•, � 6 L �' S 18 f P I i',,�,� A+4�4k^4�C CON—, ded�dt ��(Xf,1sCt5kFgF ,''``�.. A.%il lie, a�' �' �f� ��w, •e�'' t e �.:�.w �i�+tf!,!Itl'�i��9�'P ;).. a:.. ai(�§Y. P!` t;'• i; rr Mr/ti.; .yr�ri5' g�. '.1-'4ri •J+((4,+w. 1W SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 °'O+o. <°^•�` TELEPHONE (860) 644 2511 November 2, 2004 Cmti6ed 970041160000210595139 J. R. Russo As Associalm Attn: Jay Ussery I Shoham Road Bast Windsor, Cr 06089 RE: AppL p04-63P -G & R Marine Dear Mr. Uraery. At the October 20, 2004 regular meeting, the ]eland Wetlands Agency/Conacnatio❑ Commission approved application N04.63P-0 & R Marine - Lot 812 Kimberly Drive - Inland Wcdand/Conservation Commission application for regulated activities in connection with the construction of a 9,600 sq. ft. Industrial building, parldog, at❑rmwater system, and associated improvements en property located northmly of Kimberly Drive. This approval is subject to the feu❑wing conditions: 1. Oat blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must becompleted within 65days ofapprovalprior to myoorutnxlion activity on the silo. Plans submitted to Planning&Zoning Commission shall be corWdered having met US requirement. 2. Tits application shall indemoify and bold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shalt expire on October 20, 2009. it is the lendowna(s)lapplicanl(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration 4. All eppRovets repined must lx obtained end submitted prig ro my activity on the site. 5. Acontact penonshad beidentified onOtopl= 6. We recommend a bond in the amount ofSI 0,000 be aubtmttcd to rho Pleasing&Zoning Commission to ensue compliance with the erosion and sediment control measures. G & R Mmine November 2, 2004 Page 2 7. Ensure that the proposed sediment chamber can be somsed for maintenance purposes. 8. A stomlwater inspection and maintenance plan should be included on the plans. 9. Petimda planting should include low growing habitat shrubs. Vaymlyyo-, FJv A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official REV. 1-27-05 LETTERS OF APPROVAL ADDED REV. 10-21-04 ADDRESS WETLANDS CONDITIONS OF APPROVAL & SHEET ADDED Site Plan 44 Kimberly Drive (Lot 12) South Windsor, Connecticut Aaolican t G & R Marine, L . L . C. 1535 John Fitch Boulevard South Windsor, CT 06074 (860) 290-7855 J.R. RUSSO & ASSOCIATES Y. Land Surveyors & Professional Engineers Y` 1 SHOHAM ROAD EAST WINDSOR. CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 BY SCALE DATE SHEET CHECKED NO. RS/DS 1 "=40' 10-5-04 2 OF 6 JRR 2004-059 40 0 GRAPHIC SCALE 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 CANOPY TO PROVIDE VISUAL SCREEN PLANT sCT(FDULF SYM. OTY. BOTANICAL & COMMON NAME SIZE 26 Pinus Nigro (Austrian Pine) 5'-6' Tail Baca, 20' O.C. 11 Corpus Stolonisera (Redtwig Dogwood) 18"-24" Spread B&B 17 Juniperus Virginians (Red Cedar) 18"-24" Spread B&B 6 Viburnum Lentogo (Nannyberry) 18"-24" Spread B&B ® 6 Corylus Americana (American Hazelnut) 24"—W Spread B&B 11-15-04 LEGEND ®0�� EXISTING UTILITY HANDHOLE EXISTING UTILITY POLE PROPOSED UTILITY POLE EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING BUILDING LIGHT PROPOSED BUILDING LIGHT EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND ELECTRIC PROPOSED UNDERGROUND ELECTRIC EXISTING WATER GATE EXISTING HYDRANT PROPOSED HYDRANT EXISTING WATER LINE PROPOSED WATER LINE EXISTING GAS GATE EXISTING GAS LINE PROPOSED GAS LINE EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING DRAINAGE MANHOLE PROPOSED DRAINAGE MANHOLE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY MANHOLE PROPOSED SANITARY MANHOLE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SIGN PROPOSED SIGN EXISTING IRON PIN (FOUND) PROPOSED IRON PIN (TO BE SET) PROPOSED MONUMENT (TO BE SET) EXISTING MONUMENT (FOUND) EXISTING SPOT GRADE PROPOSED SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREELINE PROPOSED TREELINE LIMIT OF WETLANDS EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB PROPOSED CURB PROPERTY LINE EASEMENT LINE BUILDING LINE STAKED HAYBALES OR SILT FENCE & BUFFER SECTION GEOTEXTILE SILT FENCE (GSF) HALE BALE BARRIER (HB) TEMPORARY SOIL PROTECTION (TSP) MULCH FOR SEED (MS) PERMANENT SEEDING (Continued) CHECKLIST FOR EROSION CONTROL PLAN 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. SupportPosts: 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. 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. SPECIFICATIONS Materials 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. 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, barkchips) 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 travelway 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. 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 passes 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 con 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 place 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. 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, determine 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. PROJECT: Lot 12 Kimberly Drive LOCATION: South Windsor, CT PROJECT DESCRIPTION: Construct a 9,600 sf building and gravel inventory storage area PARCEL AREA. 3.42 acres RESPONSIBLE PERSONNEL,• Dick Melen 290-7855 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 aroundbreakinit for project: Date of final stabilization: NARRATIVE This project is located on the north side of Kimberly Drive approxiamtely 400' west of the intersection with John Fitch Boulevard in South Windsor, Connecticut. The proposed activity is the construction of a 9,600 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 remove from site. 4. Rough grade site. 5. Excavate and install building foundation. Begin construction of building. 6. Install drainage and utilities as shown on the plans. 7. Complete grading of pavement areas, pave binder course. 8. Fine grade remaining disturbed areas and establish vegetation. Plant landscaping vegetation, mulch and fertilize. 9. Pave surface course of pavement, apply line striping and install signage. 10. 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. REV. 10-21-04 SHEET ADDED ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC SELF CLEANING. FLOW COMPACTED VA 100' BACKFILL— BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL, BOTTOM OF DRAINAGEWAY : I t I t I NB B LLLLL i O I LLLLLLL LJAL LLLLLLLLL LLLLLLL A LLLLLLLLL LL I I POINTS "A" SHOULD BE HIGHER THAN POINT B" i t t ELEVATION PLAN VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT GEO TEX TILE SI L T FENCE (G SF) NOT TO SCALE Stone On Filte Fabric Marafi 140(N) 4" Thick Min. ANTI -TRACKING EXIT PAD (CE) NOT TO SCALE 1 1/2" BIT. CONCRETE CLASS II (CT —DOT M.04) 1 1/2" BIT. CONCRETE CLASS I (CT —DOT M.04) 4" PROCESSED AGGREGATE BASE (CT —DOT M.05.01) a.. .. 12" GRANULAR BASE (CT —DOT M.02.03) COMPACTED SUBGRADE BITUMINOUS CONCRETE PA VEMEN T SEC TI ON NOT TO SCALE 3" PROCESSED AGGREGATE (M.05.01) e • •. "•:' ti .• : •4•: v a .e �. a. a 6" GRANULAR BASE (M.02.03) COMPACTED SUBGRADE GRAVEL /N VEN T OR Y STORAGE SEC T/ ON NOT TO SCALE PRE CAST CONCRETE UNIT 2-#4X4'-1 114 7 " TOP OF fRAh 12" OF CONC. BLOCK OR BRICK AlUST BE PROVIDED TO ALLOW FOR �— ELEVATION ADJUSTMENT 2'— +'``.• I I, ALL JOINTS TO BE POINTED FLUSH & FULL PRE CAST CONCRETE OR ---CONCRETE MASONRY UNITS POURED CONCRETE OR 2' MIN. PRE CAST SLUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED -- STONE FRONT ELEVATION 2' SIDE 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" CATCH BASIN NOT TO SCALE PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" ALL JOINTS TO BE w POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE FRONT ELEVATION SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 1'-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 "CL " CATCH BASIN DEPTH TO INVERT VARIES MIRAFI 140N NON -WOVEN FILTER FABRIC NOT TO SCALE I.D.+ 12" 12" MIN. 12" �;.ID. �t> :�OG�.. � JnJ0 O =10 O 0U0- PROPOSED GRADE PAVEMENT SECT70N 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 3/4" CRUSHED STONE (CT -DOT M.02.01) STORM DRAIN TRENCH DE TA I L NOT TO SCALE f TYPICAL SECTION 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. GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, UNLESS OTHERWISE NOTED. := FILTER FABRIC SAND BLANKET !SEE NO7E) .. }• ...; ;�.; 1' MIN. -'r FILTER FABRIC PIPE, AS SPECIFIED : (SEE NO7F) ---- PIPE, AS SPECIFIED SAND BLANKET 3/4" BROKEN TRAPROCK �4 3/4" BROKEN 7RAPROCK e ' ":.a O.D. 1 ' PIPE 1 ' PIPE - IN GROUND WATER NOTE. 1. INSTALL CLAY STOPS WHERE NECESSARY. 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMIT77WTY OF 0.5 TO 0.1 SEC-1 AND ADS OF 0.43 mm TO 0.22 mm AND SHALL MEET AASHTO M288-96. TYPICAL SAW/ TAR Y LATERAL TRENCH SECTION NOT TO SCALE MOUNT VENT PIPE TO SIDE OF BUILDING 2" VENT PIPE FINISHED GRADE 8' HIGH MIN. FINISHED GRADE —� 24" MIN. 81, (-GYP•) BRICK LEVELING () MIN. 3' COVER COURSE (TYP.) 6" MI OVER PIPE TANK SEAM ABOVE REMOVE COVERS STATIC LIQUID LEVEL 4" DIA. STATIC WATER LEVEL INLET 4" DIA. OUTLET SCH. 3" SCH. 80 PVC Varies 80 PVC SS PIPE EXTERIOR PROTECTIVE INTERIOR SUPPORT COATING PROTECTIVE STRAP COATING 6" -4 �2" 6" Min. 4` s. 1 6" Min. 1 1or Crushed Stone Stone STANDARD FRAME & COVER CONFORMING TO TOWN SPECIFICATIONS NOTES: All joints & pipe penetrations to be made watertight with non -shrink waterproof grout. No structural joints shall be allowed below inlet & outlet elevations. Provide 24 hour detention time. Minimum 1000 gallon capacity tank OIL/ WATER SEPARATOR NOT TO SCALE 2" RADIUS _ TACK COAT W/ ASPHALT EMULSION PRIOR TO PLACING CURB PAVEMENT PROCESSED AGGREGATE BITUMINOUS CONCRETE LIP CURBING NOT TO SCALE CO�jNAr"'ry°��gJ,,� ,p s a Cyr-.•' J'v' �fiaq (d�t • •�lr.. a Q 0 o�y` ,,r• ,ye' } r .,..a•x�oi�° NEW TRAP HOOD TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS, WHERE REQUIRED BY TOWN ENGINEER TO SATISFY ENVIRONMENTAL CONCERNS. HOODED OUTLET NOT TO SCALE Filter Fabric Topsoil 2" (tyP) r- - - - - - � I Y I 1" Broken Stone i I 42"C=_l I I 1' 4' 1' 6' (min) T YPI CAL SECTION OF GALLEY N.T.S. REV. 12-6-04 ADD GALLEY DETAIL REV. 10-21-04 SHEET ADDED Details 44 Kimberly Drive (Lot 12) South Windsor, Connecticut Applicant G & R Marine, L.L. C. 1535 John Fitch Boulevard South Windsor, CT 06074 (860) 290-7855 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD a= EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 BY SCALE DATE SHEET CHECKED NO. DPS AS SHOWN f0-5-04 5 OF 6 IRR 2004-059 GENERAL NOTE REGARDING DETAILS: "NEENAH" R-7506 SERIES - FLOOR BOX FRAME AND LID, OR EQUAL W/S.S. CAP SCREW LID CLOSURE CLASS "B" CONCRETE BIT. CONCRETE PAVEMENT — CONC 24" SQUARE 13" 11.5" �1 /2" 10" CLEAN-OUTW/ SCREW -IN PLUG SUBGf DIREC77ON OF FLOW 'T-WYE' IN -LINE OR 45• ELBOW AT END OF LINE 6" ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, UNLESS OTHERWISE NOTED. N t DEGREE BEND 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 SOIL MIXTURE BROKEN 7RAPROCK 2 BEND SANITARY CLEAN -OUT DETAIL NOT TO SCALE STONE _E REMOVE CB GRATE. PLACE FlL7ER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC. ANCHOR W/STONE OR EARTH PILE. FIL TER FABRIC SIL T BARRIER INLET PROTECTION NOT TO SCALE CONTRACTOR TO DETERMINE 1'0" CURRENT WORDING FOR HANDICAP SIGN WHEN CONSTRUCTION TAKES PLACE. INTERNATIONAL SYMBOL OF ACCESSIBILITY WMCAMED PARKM in ALL LETTERS TO BE STATE PFFMTT HELVETICA MEDIUM VIMATWS (SIZE & PROPORTION IVILL FASTEN SIGN TO POST TO MEET ANSI -117.1 =r �_ WITH STAINLESS STEEL SEC. 42B Oaf TAMPERPROOF SCREWS OR SCREWS. 1" RAD. TYP. q 3" x 3" CONC. — FILLED STEEL TUBE TOPSOIL COMPACTED — SUBGRADE PROCESSED TRAPROCK BASE 1" WASHED GRAVEL HA- - CAP SIGN & BOLLARD" 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 a -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 ---- GUY WIRE ANCHORED W/2"x4"x2'-6" CEDAR STAKE SPACED EQUALLY SET CROWN OF ROOTBALL AT SURROUNDING FINISH GRADE. IF IN HEAVY CLAY SOILS SET AT 1" ABOVE FINISH GRADE BEFORE MULCHING. STAKES 90` TO GUY WIRES ROLL BACK TOP THIRD---------' OF BURLAP 1 - INSTALL TREE PLUMB, PRUNE ALL DAMAGE OR BROKEN BRANCHES -2 PLY 1/2" DIA. REINFORCED RUBBER HOSE - 3" SHREDDED BARK MULCH �- 6" EARTH SAUCER -PLANTING SOIL MIXTURE -COMPACTED PLANTING SOIL MIXTURE - UNDISTURBED SUBSURFACE EVERGREEN TREE PLANTING NOT TO SCALE SET CROWN OF ROOTBALL AT LEVEL GRADE WITH HIGHEST POINNTT OF SAUCER p pL N 3" SHREAJE eARK FMULGHT STEM COMPACTED PLANTING SOIL NOT TO COVER CROWN OF MIXTURE TO PREVENT �. SETTLEMENT PLANTING SOIL MIXTURE 6 1/2" DIA. CRUSHED STONE ADDED IN AREAS WITH POORLY DRAINED 6" SOILS SHRUB PLANTING NOT TO SCALE 6" CONCRETE BUMPER NOT TO SCALE BLOCK DETAIL CL FL IN=61.0 - 12' FLAN VIEW MIRAFI 140N OR EQUAL SECTION A- A PREFORMED SCOUR HOLE NOT TO SCALE ACCESS COVER PROVIDE 24" INSIDE DIA. H-20 CONC. RISER TO GRADE WITH CAST IRON FRAME & COVER PARTICLE SEPARATOR EXISTING PAVEMENT WINDSOR LOCKS STANDARDD FRAME AND COVER ADJUST FRAME TO FIN. WITH CONC, BRICK (6' TO 12' MAX.) STANDARD STEPS ALL JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT CONCRETE OR BRICK INVERT, �• 6' OF CRUSHED STONE 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. INISHED GRADE MrAp 1pAlkTTli I, MEIN STORM MANHOLE 4 y` 4 y p 4 . +J. d . y � , L12' 12' MIN. TRENCH MIN. WIDTH VARIES --{ SEE TYPICAL TRENCH SECTION SECTI❑N NOT TO SCALE SAW CUT AND SEAL J❑INT WITH TACK COAT M 04.01 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMIN❑US —CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPROCK DASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M,02- GRADE, B (❑R PROCESSED TRAPROCK) NLTES 1, ALL SA'v1 CUT AND SEALED .JOINTS TO BE EITHER PARALLEL WITH, DR PERPEN._ DICI IL.A' T❑, THE CENTERLINE ❑F THE PIPE, 2, ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED FL OUT=61.0 PERMANENT ROADWA Y PA TCH FL=61.5 ` 12" CPEP (TYPE-S) j INLET & OUTLET PIPES FL-60.5 2.5'f EACH FL=61.5 FL=54.15 6.5'f 18" CPEP 18" CPEP (TYPE-S) 18' CPEP TYPE-S BYPASS PIPE TYPE-S FL=59.5 -' �-- DMH#1 FL=60.0 DMH#2 CONSTRUCT BAFFLE WITH CONC. BLOCK & MORTAR TOP OF BAFFLE=62.0 12" INLET PIPE 12" OUTLET PIPE H-20 PRECAST REINFORCED CONCRETE CHAMBER a CONTRACTOR SHALL SUBMIT MANUFACTURER'S SPECIFICATIONS FOR PARTICLE SEPARATOR TO ENGINEER FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. PARTICLE SEPARATOR NOT TO SCALE GEOTEXTILE SEPARATION Co tlt/Vs,' J e ."Y tia U• t'� Sd•4. -� iY A l't Ifl, Aa A ftr NOT TO SCALE REV. 10-21-04 SHEET ADDED. SIGN & BUMPER DETAIL ADDED