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Home My WebLink About03-25P_ZOPPA STUDIO LLC_BURNHAM STREETReference Maps; 3 m CD 0 M 0 0 a a 0 N M 0 0 M 0 0 N N rn c v 3 v v •d c I 0 in N/F Alexander J. Terlizzi EXIS77NG 7REE LINE I G.T.D. 170.51�- N/F Michael & Patricia Delasco 2028' 118.3 3 FUTURE PARALLEL PARKING SPACES ON PERVIOUS PAVERS, PROP. TREE LiNE PHASE 11 (SEE DETAIL) EXiS77NG FENCE 07°0,2' D 0"E 28 CLEAR & GRUB T T _9 G.T.D. " � 2. 25' REAR YARD 72.6 72.6 kil METAL B�� 72.9 6" B.C.L.C. ,''(SEE DETAIL) PS 14'R N/F Alexander J. Terlizzi POVj i 2'R a � W....t \.... I o <,�� I r1l ai v N j J Z r\ \ It17 N 5 \ �� ',... 2tR ...lam / \ C0 cr _ \ C) Q /Y X 0 }... { }... N ES Q N \ / 'R 20' 10'x10' CONC. DUMPSTER PAD W/CHAIN LiNK FENCE & GATE WITH PRIVACY SLATS 1. "Topographic Map Prepared For Alexander Terlizzi Burnham Street South Windsor, Ct." 1"=40' 3-24-85 Rev. 3-27-87 by Palmberg & Russo 2. "As -Built Plan Prepared For Max Allison Associates 12 Sea Pave Road South Windsor, Connecticut" 1"=20' 12-12-90 Rev. 11-12-91 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. v N Notes: -`- 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. BUILDING MOUNTED LIGHT 15' MOUNTING HEIGHT (VERIFY) 2. Parcel is not located in inland wetlands, the site was examined by Michael �- MCGRAW-EDISON WLMON-4 F. Gragnolati. 400 WATT HPS LAMP TYP. OF 7 3. Elevations and bearings are based on reference map #2. 7 FUTURE PARALLEL 4. Underground utility, structure and facility locations noted hereon have PARKING SPACES ON been compiled, in part, from record mapping supplied by the respective `ter PERVIOUS PAVERS, utility companies or governmental agencies, from parole testimony and PHASE 11 (SEE DETAIL) 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. 5. Additional erosion control measure are to be installed as directed by town staff if field conditions necessitate. 6. Soil erosion and sediment control contact person: Mike Zoppa 289-5881. 7. Foundation dimensions as shown on this plan are for site design purposes only. Foundation contractor will use Architectural plans for layout and OBTAIN GRADING construction of the building(s) foundation. RIGHTS AS REQUIRED 8. Site work shall conform to Town of South Windsor Standard Specifications where applicable. 9. A Street Excavation permit(s) and drain layers permits are required for work within the Town R.O.W. for Sea Pave Road. IF PARKING SCHEDULE 'I Mechanical Maintenance Co.: parking Required 1 space per 700 s.f. or 2 spaces per 3 employees on largest shift, whichever is greater 15,000/700 = 21 spaces GAS ME7FR Parking Provided 10 - 9'x18' spaces 1 - 15'x1,B' HDCP spaces EXiS77NG BLDG. 10 - 10'x2l' future spaces on cone. pavers FF=74.2 21 Total Spaces IV 10 124 13 13 131 LOCATION MAP 1 "=200' South Windsor East Hartford Map Lot Name & Address Map Lot Name & Address 6 8 Carmine J. & Richard P. Napolitano 50 103 Charlotte P. Skenar 52 John Street 75 Bates Drive East Hartford, Ct. 06108 East Hartford, Ct. 06108 7 15 South Windsor Conn. Congregation 104 Robert L, & Janet S. Fournier 59 Lovell Avenue 81 Bates Drive Windsor, Ct. 06095 East Hartford, Ct. 06108 16 Peter S. Gutska 105 Stolan & Rejeanne Pelletier EROSION & SEDIMENT CONTROL PLAN KEY 23 scitieo Road 82 Bates Drive SIGN DATA Somersville, Ct. 06072 East Hartford, Ct. 06108 HVAC EQUIPMENT PAD PS PERMANENT SEEDING 17 C & D Properties LLC 106 Daniel M. & Barbara 0. Michaud SCREENED WITH 4' HIGH Required: Maximum 24 s.f., 10 ft. high 26 Sea Pave Road 76 Bates Drive STOCKADE FENCE NTH GATE Provided: 6'x4' (24 s.f.), 4 ft. high TS TEMPORARY SEEDING 18 South Windsor, Ct. 06074 Joseph John Associates, LLC 124 East Hartford, Ct. 06108 Maxwell J. &Frances M. Atwater N r` 245 Hamilton Street 21 Temple Drive :ELECTRICAL TRANSFORMER AS CE CONSTRUCTION ENTRANCE Hartford, Ct. 06106 East Hartford, Ct. 06108 19 125 Sandra S. Lembo : REQUIRED BY UTILITY PROVIDER : GSF GEOTEXTILE SILT FENCE 21 Mechanical Maintenance Co. 539 Burnham Street 37 Sea Pave Road East Hartford, Ct. 06108 23 outh Windsor, Ct. 06074 Michael & Patricia Delasco 126 Jacqueline &George E. Parsons, Jr. 531 Burnham Street HAYBALE CHECK DAM -t :v<i:S:•`i �:::+:;:::::::::::;�::::i::::`i:Sri:i?:::$::: �:::: " � 4t• i N \ l ...................:..::::............:::...:.............................�..,............ .:.....�.....:•::::.:. .......... .� PINE ::�:•:•:�:� 4116" 57± Ldl • W , ,� UNDERGROUND PRIMARY ELEC., 'I540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. OW74 C, Il 20 R ..(� R NSF35' FRONT YARD �1, o TELE., CABLE SERVICE FORMPERMANENT SETTLING BASIN ,.IV .� AREA CODE 66o/s44.z51t BOT. EL=68.0, MOD. RiP RAP ,:• EXIST. TRANS. AS DIRECTED BY 12" THICK ON M{RAFl 500X 7 20 R y 3 PS ono N 1�'` N UTILITY PROVIDERS 00 rr. EXiST. ELEC. CERTMIED MAIL FABRIC , N .0 TS N RMER N n _ G.T.D. ' U II G.T.D. ' NSFO 72 CO `� 7 ►` TEMPORARY- _ _ _ 73.5 a>. G 68 PERMANENT SETTLING BASIN ;... ,• ° TOPSOIL STOCKPILE 72, _ , BOT. EL=68.0, MOD. RIP RAP FE ' 12 THICK ON MIRAFl 50OX FL=69.7 '' ONE WAY , _» I o _ EXIT QNLY ' "�o» : NO2 56 05 E c0 - Y MORE FABRIC CL&P g/ `Lei R73.5 i 20tR/ 73.5 FE J POLE CE/,--`---__ ..... ...... - - 10R� HYD. EXIS77NG EDGE OF PVMT. - ` LE ' _ CB _. -74_ I �� # 7F=73.2 ----ii TF�73.0 - - W------'--iN---=-W------W----- �W� --- W------W-----'1�----- �. I , Seta -'?pie Road ' » 74- - NOT AN EXIT" SIGN TO FACE _ _..._..._..._..._..._ WEST & "ENTER HERE" SIGN TO - sMH -;;^ "STOP" -.SIGN- TO FACE WEST & II - - FACE SEA PAVE ROAD FL= 64.0E SEA rF=74.2 - - ° - _- " - „ "DO NOT ENTER" 'SIGN- TO --FACE - - - - PAVE ROAD ' ----ti-- G------ G------ G ---- G--- -- G------ 1 7F=72.9-•-..._..74-- FL=73.3 l� II II - ii'_..._72--_ _ .... IP FOUND 72- •-. - - - SANITARY LATERAL MUST CONNECT TO J " FE rvinTrkln \/ AMLJ/tl r OrC 'rf%U Al rAll�IAICCI? _70 CAI-J 111r17 MM1Vf1VL-F_ 1-CR 1 VVr1\ 1-,1V11IL-L1%. , �- FL=69.7 REBUILD MH INVERT TO RECEIVE LATERAL FL=69.0 <,•..ta AT FL=64.0f ' • 1'CY€U''J`� e�'�c.,.:747'i-ii�>l'L UJC�E4ti?� � ,,.,- ;a,'i+��ik��e ><. r 2 y 1540 SULUVAN AVENUE • SOUTH WINDSOR, CT 06074 <•"" dt�i N. �¢ � � ' r i� }, 9 4•, hO�ox•r"uN 7EUPHONF, t86016AA-25A1 a + " a rl Zoppa Stildio Site ° �"Yk 1.,� !'o ! f?•f -a6d L %V&0_t May 19, 2003 June 10, 2003 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 Paget AREA CODE 660164M2511 �.h 6. We recommend a bond in the amount of $2,000 be submitted to the Planning &. ing WINE. Commission to a ilsure compliance with the Erosion. and Sedimentation Control :1 ..:. P b �r 1 � ?.-� ; 4 �'' J. R. Russo & Associates ; t 7 1 Shoham Road May 19, 2003 Measures. East Wir(..oi, CT OYJSS Attu: Dana Steele Certified # �" PX,: 7-a Studios Very truly yours, i r 23 Seapave Road South. Windsor, c C Dear Mn Steele; The South Windsor Water Pollution Control Authority, at its regular meeting of June 10, 2003 gave approval for the connection to the Town's sewetage system of a commercial buildios at 23 Seapave Road, South Wfixisor, Connecticut as more specifically shown on plans entitled "Zoppa Stedio, LLC -Site Plaa•' prepared by J. R. lbisso & Associates, Fiat Windsor, CT, Project No. 200340, Drawiog Nols)1, dated 4- 4-03, with no seviaions and subject to the following conditions: 1. Subject to confo rnny with the MIX: requirement.. 2. Payrnent of MDC sewer otnlet charges. 3. Tcahnical approval of the Town Env inccting Department 4. State of Connecticut D.E.P. approval. 5. Final Authority approval and acceptacv., of the auutary sewerage connection mill be given once TL•c sewer line has been iasWI cd and inspected by the Town semi; and WSW upon the wriiien verification of the Town staff that said sanitary sewer line was installed iu substanrial conlbrtrence with the design plans previously approved by the Authority, and mating all Tours regulations and appropriate tcemlinical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, •aoscpu,...a,-;ray ..uauttn., Watc; Pollution Coro of Authority Cc: Matthew Galligar, Town Manager lvlichael J. Gantick, Director a€Public Works JefTDoolinle, Town ESsgiav r Marcia Banach, Director of Planning John Collinsr Chief Building Inspector Zoppa Studios, LLC HAYBALE CHECK DAM 0 I CONC. CURB 11111 STOP �J I .Zoppa Studio LLC, 49013rlmham Street South Windsor, C Y 06029 1?csu-lvfr. Zoppa : The Inland Wetlands Agency/Conservation 0olilit1i9S10n tiuough staff approved application #t03- 25P - Zoppa Studio - Lot #2 Seapave Road - Conservation application for the construction of a 6200 sq. ft. industrial building, parting, storrawater structures and associated improvements on property located on Lot #2 Seapave Road, 1, Industrial zone. This app-toval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. 'i'his must be completed within 65 days of approval prior to any construction activity on the site. plans submitted to planning & foning Commission shall be considered having met this reluirvinent. 2. The application shall indtaunify and hold 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 shall expire on May 1.9, 2i108. 1t is the landowners)/applimt(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. INLAND WETLANDS AGENCY/ CONSERVATION COMIvfISS€Old Jeffrey H. FolggKnvirownental Planner/Conservation Officer cc: Chief Building Official Town Engineer SOijTH WINDSOR pLA.NM_ING DEPT. GRAPHIC SCALE 10 20 40 ( IN FEET) 1 inch = 20 ft. so 1 �r 7 lea _ W.. _-------- M.l June 3, 2003 Mr. Dana Stccle J.R. Russo & Associates I Shoham Road EastWindsor,CT 06108 Re: Appl #03-25P, 7_bppa Studios Dear Mr. Steele: oc � t.w .n rt..-•-... l+..._.....r.. .t .... AS.... 77 7rtrll Sn o,.,.rn.,n .rri4}t We are pleased to advise you Ilene ilie Pit_.uu-:uttl, rin6 wrruer:�siv,r volu<r V.. l..Qy modifications the: above referenced application for a Site Plan of Development. This approval is for the construction of a 15,000 sf facility to be lntown as Zoppa Studios on property located on the westerly side of Sea Pave Road (Lots 2 and 3),1-291 zone as sliosvn on plans prepared by J. R. Russo & Associates, Job No. 2003-00-1, datedApril 4, 2003, as revised. This approval is subject to the following modifications: 1. Prior to ulmmeneenieut of any site work, a meeting must be held with Town Staff. 2. I+o building permit will be issued until the final mylars have been ailed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Comrttissionr including a bond in the amount of $2,000.00. 4. -An as -built plan -is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. S. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of $2,000-00 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear die stamp and authorized signature of the Town of So'.111. Wind- 8. Tbis approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS § 14-311), 30. TMelbuilding street number must be included.on the final plan. 11. Engineering comments dated 5/27/03 be addressed to the Town Engineer's satisfaction. 12, Mechanical units to be located on the northerly side of the building and screened subject to stiff approval. 13. If the type of printing function changes in the future so that it requires the use of hazardous chmiticals, the owner must return to the Planning and Zoning Commission for an additional approval. Black and white tnutsparent mtylars of Sheet #1 with the above modifications, together vtnth three blu t copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and The letters of approval of this COIntylissicn as well as the Inland Wetlands Agency/Conservation Cominissio .. must be reproducal on the mylars. After the mylars have been signets by the Commission, they will be returned to you for filing in the Office of the Town Clerk. Alter filing these plans, a copy of the receipt must b. submitted to the Planning Department. Sincerely, Keryin McCann, Chairman Planning and Zoning Commission KMcC/kab cc: Town Engineer Chief Building Official Assessor Superintendent of'Pollution Control Fire Marshal 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 Improvement Location JTlryey based o31 s Dependent Resur"v'8X Ccriaforiiririg to HvriZC�iitai slid VertlCai Ai::ura: y Class A-2 & T- 2. This document and copies thereof are valid only, if they bear the signature and embossed seal of the designated professional. Unauthorized alterations render any declaration hereon null and void. 31 Pleasant View Drive East Hartford, Ct. 06108 Somers, Ct. 06071 131 Raymond G. & Constance Couture 24 Alexander r J. Terlizzi 585 Burnham Street sa 12 Bayd ' e Avenue East Hartford Ct. 06108 Waterford, Ct. 06 385 132 Zenon & Jean Fr szer y 25 Gerald Ludwig 577 Burnham Street 511 Old Post Road East Hartford, Ct. 06108 Tolland, Ct. 06084 133 Janice M. Levesque 26 Jetrea Realty 567 Burnham Street 100 Corporate Drive East Hartford, Ct. 06108 Windsor, Ct. 06095 134 Donna Bulduc 27 Alexander J. Terlizzi 559 Burnham Street 12 Bayside Avenue East Hartford, Ct. 06108 Waterford, Ct. 06385 135 Dung V. Huynh & Hai Nguyen LEGEND: -o- UTILITY POLE c WATER GATE a GAS GATE O EXISTING SANITARY MANHOLE 0 EXISTING CATCH BASIN -� SIGN HYDRANT -UG- PROP. UNDERGROUND UTILITIES - G - PROP. GAS LINE - -G-- U.G. GAS LINE - - W - - U.G. WATER LINE - w - PROP. WATER LINE EXISTING STORM SEWER EXISTING SANITARY SEWER - - -2 - - EXISTING CONTOUR 256 PROP. CONTOUR EXISTING SPOT GRADE 256-0 PROP. SPOT GRADE • EXISTING I.P. ■ EXISTING MONUMENT O PROP. I. P. o PROP. MONUMENT PROP. BUILDING' MOUNTED LIGHT M N10 STAKED HA YBALES OR SILT FENCE F 551 Burnham Street East Hartford, Ct. 06108 136 Trong N. & Le Linhda Vu 22 Temple Drive East Hartford, Ct. 06108 137 David C. & Carol C. Stimson 12 Syracuse Drive East Hartford, Ct. 06018 203 Betty & Andres Bermudez, Jr. •t rt-t T)---,, „T ri-1. iVi LGxJµLL,l Vll lily DATA BLOCK East Hartford, Ct. 06108 ZONE: 1-291 CD REQUIRED PROVIDED LOT AREA 5 ACRES 1.08 AC. (PREV. APPROVED SUBDIVISION 3-27-87) LOT WIDTH 150' 200.00' STORIES/HIEGHT 5 - 60' 1 STORY IMPERVIOUS COVERAGE 65% 63±% MIN. YARD SETBACKS AS SHOWN ON SUB. PLAN DATED 3-27-87 FRONT YARD 35' 36'f SIDE YARD 10' 57't REAR YARD 25' 47'f TO THE BEST OF MY KNOWLEDGE AND BELIEF THiS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. a` pF• CC01�NN ��► �a�rnulenanh • fy:py- REV. 7-2-03 APPROVAL LETTERS ADDED REV. 6-13-03 ADDED APPROVAL LETTER, NOTES 8 & 9. REV. 5-22-03 ADD SIGN DATA, FLAG POLE, REVISE PARKING, SAN. LAT. Site Plan Site Location: Lot 2 -- 23 Sea Pave Road South Windsor, Connecticut Prepared For Zoppa Studio, LLC 490 Burnham Street South Windsor, Connecticut 06074 289-•5881 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 BY SCALE DATE SHEET CHECKED NO. JAJ 1 "=20' 1 4-4-03 1 of 6 1 JRR 1 2003-003 L 20 N/F Michael & Patricia Delasco GRAPHIC SCALE 20 410 f� QJ of EXISTING 77ZEE LINE 1 .1 y raal i17 Il 1 W t Q o e N/F Alexander J. Terlizzi N02028' 15"E G.T.D. 72.6 1 N/F I Alexander J. Terlizzi EXIS77NG FENCE N07002' 00" -' 81 0' 777- G.T.D. - 72.6 0 rri C�1 N r- E 72 - - 4" P/NI AW � e, � e. � e: %!{t\'i/{1� �%/tl��f �! fr'T.• 11 �'.i/{1\; �{I�.� {I�.>y e. � e. y e'•.%/I1�,A{1\. �I��s! e. � t.y e'•.�!{I\' j/h\'�{ r -7,i OR EXIST ELEC. 1 Uj P 735 ONE AY i i • .. S -- --- -- :z ...... / 73.5 ` 200.00' I / 73.5 E f FE CL&P �. -' %`` FL=69 3 POLE____---__ ............. --- -74--• ---------- EXIS77NG EDGE OF PI/MT. 74 _ " ' ,� POLE # 7F=73.2 CB ! --- li TF=W73.0 -'--- W------ W---.-�---=- W-- -------�•�- W�----- W------- W------ ----- ,. -Sf70T LIGHT FOR _/ Se tx -Pave _ R o as I. FLAG POLE - - _ _ _ _ _ _ - •- _ I I - - -74 SMH & II 7F=74.2 _ II ----•-....._. t i FL= 64.0E ----I�-CBG------ G------ G---- —..- G.--- - -- G- ---.-G==--- G------ G-- - I - - - - - -x- _ --74-...._ . - -Ca - - 7F=72.9 FL=73.3 II tl It I I IP FOUND L PROPOSED NON —ILLUMINATED BUSINESS SIGN FE SEE ZONING DATA TABLE (SHEET 1) FE FL=69.7 FL=69.0 80 2 PLY 1/2" DIA. REINFORCEI RUBBER HOSE TREES GREATER THAN 2 1/: GUY WIRES - THREE SPACEI ANCHORED W/2"x4N2.5' CEI SET CROWN OF ROOTBALL A' FINISH GRADE BEFORE MULCI PLANTING SOIL MIXTURE 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. c 0 GA. GALV. SOFT STEEL GUY WIRE STAKES NOTCHED FOR WIRE TREES 2 1/2" CAL. OR LESS HARDWOOD STAKES -TWO 2"&'xV OPPOSITE AND SET INTO SUBGRADE TREE WRAPPING TO SECOND BRANCH HEIGHT W/50% OVERLAP SEE LAYOUT FOR SURFACE TREATMENT 3" SHREDDED BARK MULCH ROLL BACK TOP THIRD OF BURLAP COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBGRADE INSTALL TREE PLUMB, PRUNE ALL DAMAGE OR BROKEN BRANCHES 2 PLY 1/2" DIA. REINFORCED RUBBER HOSE 3" SHREDDED BARK MULCH STAKES 90' TO GUY WIRES -- "-6" EARTH SAUCER ROLL BACK TOP THIRD PLANTING SOIL MIXTURE OF BURLAP 12" 6" COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBSURFACE EVERGREEN TREE PLANTING NOT TO SCALE SET CROWN OF ROOTBALL AT LEVEL GRADE WITH HIGHEST POINT OF SAUCER 3" SHREDDED BARK MULCH COMPACTED PLANTING SOIL NOT TO COVER CROWN OF MIXTURE TO PREVENT BALL AT BASE OF PLANT STEM SETTLEMENT PLANTING SOIL MIXTURE 6' 1/2" DIA. CRUSHED STONE ADDED IN AREAS WITH POORLY DRAINED 6" SOILS SCRUB PLANTING NOT TO SCALE PL.;_ZJSCHEDULP SYM. OTY. BOTANICAL. & COMMON NAME SIZE 3 Pyrus Calleryana 'Bradford' (Bradford Pear) 2 1/2"-3" Cat. B&B 2 Malus 'Snowdrift' (Snow Drift White Crabapple) 1 1/2"-0 B&B 7 Acer Rubrum (Red Maple) 2 1/2"-3" Cat. B&B *6 6 Picea Abies (Norway Spruce) 5'-6' B&B 3 Acer Platanoides 'Crimson King' (Norway Maple) 2 1/2"-3" cal. B&B 12 Cotoneaster Apiculato (Cranberry Cotoneaster) 5 Gal. 18"-24" 12 Azalea 'Delaware Valley' (Del. Valley White Azalea) 3 gal. 18"-2e { 2 Picea Glauca 'Corsica' (Dwarf Alberta Spruce) 3 gal. 18"-2e Seeding For Drainge Swales Bird's -foot Trefoil (Empire) w/inoculant Crown Vetch (Chemung) w/inoculant Creeping Red Fescue (Wintergreen) SeedingFor All Disturbed Areas 0.20 Lbs/1,000 s.f. 0.35 Lbs/1,000 s.f. 0.35 Lbs/1,000 s.f. Creeping Red Fescue 20 Lbs/Acre 0.50 Lbs/1,000 s.f. Redtop (Streeker, Common) 2 Lbs/Acre 0.05 Lbs/1,000 s.f. Perennial Rye Grass 20 Lbs/Acre 0.50 Lbs/1,000 s.f. NOTE: NO TREES OR LARGE SHRUBS SHALL BE PLANTED WITHIN 10 FEET OF SANITARY OR STORM SEWER LINES REV. 6-13-03 RELOCATED TREES, ADDED NOTE PER TOWN ENGINEER REV. 5-22-03 ADD SIGN & FLAG POLE WITH SPOT LIGHT ( IN FEET ) 1 inch = 20 ft. N/F Michael & Patricia Delasco GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. I 1 NIF r N/F Alexander J. Terlizzi Alexander J. Terlizzi FOOTCANDLE LABEL (TYP) —� cvncnnrn ccarnr LAl.JIIIYV I LIvVL 198.39 'N07.02' D�!/ri,, .�\i��% .O" �-Cz")i� tCcN LOGO it i 4" 0 M 00 PIN IM co CV i•d O BUILDING MOUNTED LIGHT 15' MOUNTING HEIGHT (VERIFY) McGRAW—EDISON WLMON-4 400 WATT HPS LAMP TYP. OF 7 EXISTING EDGE OF PVMT. 74- C� POLE — CB 7F=73.2 W------ W-- _ --- W------ ----- WW ------ W------� ----- tt .. Sets -Pave -•Road tt SMH ti 7F=74.2 ----tt--- G— G— y G— FL= 64.0E tt CB 7F=72.9 ...___-74...._-- FL=73.3 ' _.. tt tt tt _�tr.._-•72--- + IP FOUND — ` , • i t r^ -- -70 FE FL=69.7 FL=69.0 REV. 6-13-03 SUBMIT FOR FILING. REV. 5-22-03 CHANGE BUILDING 1 OUNTED LIGHT TO FULL CUTOFF STYLE Photometric Plan Site Location: Lot 2 — 23 Sea Pave Road South Windsor, Connecticut Prepared For Zoppa Studio, LLC 490 Burnham Street .30U M rrinusur, wnnecticut U0V / 1+ 289-5881 J.R. RUSSO & ASSOCIATES *}> Land Surveyors & Professional Engineers 1: CON Fry•.y� Yam- ; ••< ...::.1.:;. 1 SHQHAM ROAD ........N EAST WINDSOR, CONNECTICUT 06088 ••G"�V .� p. (860) 623-0569 * ' * " FAX: (860) 623-2485 ' o .1 BY SCALE SHEET ICHECKED NO. ' 1 �E ,_ • ,,�� .�� JAJ I 1"=20' JDATE 4-4-03 3 of 6 1 JRR 2003-003 GEOTEXTILE SILT FENCE (GSF) HALE BALE BARRIER (HB) TEMPORARY SOiL PROTECTION (TSP) MULCH FOR SEED (MS) PERMANENT SEEDING (Continued) IT 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. Culvertinlets: Locate in a "U" shape approximately 6 feet from the culvert in the direction of the incoming flow. CulvertOutlets: 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 trpnchag _pnrorc nt thn- ...-ria,- 'J.i- an , "J-� GSF - 11. 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 sunDort nosts more fhnn 1n fppt nnnrt Inc+nll 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 rearadina 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 of 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, IellgihwlJe, with ends al adjacent bales tightly UUUttlrly 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 Iess thnn 4 inrhp-, Hny thnt rnn ha windblown Qhaulld 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 I..b.e /.. I--.,- I.--- .J_L.7__ L__I._1 !__` L_.'_ L--- liluwllca w.g. IvuvvJ, exU1-_IwVI, woaucnll Z$, uarrccnlps) nave 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 Prinr to mNilr-hinn ramnlar+aa +h,m ranmred nrnrlinn rl tall y, .I. v..1.1 y. _,J ai.0 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/ .Cltl aw 2-3 LVI IO/acr e, J 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 ll11111vulu Lvly IvIlawlllg Illulll applil:atlVll. 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 .11, .I s+be1i1111ed, leafy graJJeJ. The average S>t;III leilyk. 1 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 (collect .ively 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. C..{�e.�n.. i.r�. .L .. L.....I r.�...1,. ......... .... .. ..... J.L._ ___..._J LI__ __..1_L _1_11 Subsequent o hydr uulIC 5pr uying Vn uIC yr VunU, Lne 1ilulCn 5171a11 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 interferina with seed germination or plant growth. vNot 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, stickling 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 polluition 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, imulch 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 807o-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 appiicativn rate V1 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 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;0 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 sail to n denth of .i to 4 -r ... 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 enil prneinn nnA cpriimpnt rnn+rnl wnrLe chill ho Anna in c+rin+ .. .... _.... ... --.-.. ,. _ .......,..-,., ...,.111 . .. 11 ....,... -_ ..... 1.. -1. 1-1 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. Farm R14A, Intagt pdi+irm AA ni D1 Nin 4 g+nna-The rF pad lg in ka 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. %FcFON° y,aO ��t•Og �• '� �� =h49*: J 9 ' No. 08048 : ew PROJECT: Lot 2 Sea Pave Road LOCATION: South Windsor, CT PROJECT DESCRIPTION: Construction of a 15,000 sf building with associated parking and utilities. PARCEL AREA. 1.08 acres RESPONSIBLE PERSONNEL: Mike Zoppa, 289-5881 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 siltation As shown on barriers at CBs. plan. Install construction As shown on exit pad. plan. MAINTENANCE OF MEASURES: Location Description or Number Date Initials i Project Dates: Date of arroundbreakine for project: Date of final stabilization: NARRATIVE This project is located on the west side of Sea Pave Road north of the intersection with Burnhan Street in South Windsor, Connecticut. The proposed activity is the construction of a 15,000 s.f. building with associated parking and utilities. The suggested schedule of construction is as follows: 1. Install construction exit pad and haybale check dams. 2. Clear and grub. 3. Strip topsoil and stockpile sufficient quantities for landscaping and lawn areas. Ring stockpiles with silt fence (GST) and stabilize with temporary vegetative cover (TS). 4. Import required fill, compact and rough grade site. 5. Excavate and install building foundation. Begin construction of building. 6. Install drainage and utilities as shown on the Mans, including imnrovempntc to pYic+inn 1 a r - ._ .., ....., ," t, drainage swale. Construct settling basins. 7. Complete grading of pavement areas, pave binder course. Install curbing. 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 contractor shall keep the area of disturbance to a minimum and establish exposed soils as soon as practical. All soil and erosion control measures shall be installed and maintained in .Dance with these 1...nS d J.L._ "Gui_I_I•___ J:_._ S61 r 1) a�%oruwluv wiul LIICJC pIUIIA gnu Lne bUlUellrle5 IUr JOII trosion and Sediment Control . The contractor shall notify the Engineer of any discrepancies. 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. 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. All entrances to the project site are to be protected by stone tracking pads of ASTM C-33, size no. 2 or 3, or Ct. D.O.T. 2" crushed gravel. The stone tracking pad is to be main- tained at all times during the construction period. 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 Sediment Barrier. The stockpiled topsoil shall be temporarily seeded if it is to rpmnin mnrp thnn 3n rinvc Tnnenil chnll nr%+ ho nlnnorl whiles in n fry, -AA- ,. . A.*I:. �... .. .... _ ........ -_ v... v. . v.. -, v- ,I'.- 111 V II VG 11 VI IIIUVV VVIIVILIVII, when the subgrade is excessively wet, or in a condition that may otherwise be detrimental to proper grading or proposed sodding or seeding. There is to be no stockpiling of soil within a ten foot limit of adjoining properties. Any and all fill material is to 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. REV 6-13-03 SUBMIT FOR FILING. NO CHANGE THIS SHEET REV 5-22-03 NO CHANGE THIS SHEET Soil Erosion & Sediment Control Notes Site Location: Lot 2 - 23 Sea Pave Road South Windsor, Connecticut Prepared For Zoppa Studio, LLC 490 Burnham Street South Windsor, Connecticut 06074 289-5881 . AR. RUSSO & ASSOCIATES z;. . t t.. Land Surveyors & Professional Engineers `- �- ,- € r. -, `C.. I. , :•,.• 1 SHOHAM ROAD .Gr y. :E.:;:, �::::::...:•. EAST WINDSOR. CONNECTiCUT 06088 :> (860) 623-0569 FAX: (860) 623-2485 BY SCALE I DATE I SHEET CHECKED NO. DPS/LF AS SHOWN 4-4-03 4 of 6 JRR �2003-003 1. EXCAVATE A TRENCH 4" DEEP & THE WIDTH OF A STRAW BALE. TRENCH PACKED STRAW j/ 3. WEDGE LOOSE STRAW PLAN BETWEEN BALES TO CREATE A (:nNT1N1I(111Q RARRIm END VIEW COMPACTED SIDE VIEW NOTE: HAYBALES TO BE EMBEDDED 4" IN EXISTING GROUND BUTTED END TO END/STAKED SECURELY. CE & STAKE STRAW TWO STAKES PER 4. BACKFILL & COMPACT THE EXCAVATED SOIL AS SHOWN ^"'UPHILL SIDE OF THE TO PREVENT PIPING. ROUND S TAKED HA YBALE SEDIMENTA TION BARRIER NOT TO SCALE Stone On Filte Fabric Marafi 1401 " Thick Min. ANTI —TRACKING EXIT PAD DETAIL (CE) NOT TO SCALE 10, X X ____x X— CONC. PAD 10' (BROOM FINISH) 3' 3" BIT. APRON PLAN GROUT POSTS IN CAST -IN -PLACE SLEEVES (TYP. OF 6) CHAIN LINK FENCE 6' HIGH W/ PRIVACY SLATS 3" BIT. CONC. CLASS "A" CONC. 4" PROCESSED STONE BASE 6"x6" #6 WIRE MESH (CT -DOT M.05.01) •J 81i 8" COMPACTED 12" GRAVEL BASE (CT -DOT M.02.03) SEC TION A —A CONC. DUMPS TER PAD DETAIL 14VI IV SCALE ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC SELF CLEANING. FLOW —►- / BOTTOM OF DRAINAGEWAY I 1 I 1 I J I 1 �I I I 1t 1 I I I 1 I I I I I I PLAN VIEW GENERAL NOTE REGARDING DETAILS:, ALL MATERIALS SHALL CONFORM TO CT DOT FORM 814, LATEST EDITION, I IAII ACC tl1YUCOIA111e0 klnTcn v�.�.Lvv v � � �e��•rr�.�� rV � cv. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. COMPACTED BACKFILL-- LLL _ LLLLLL.. �q R� CCLLLLLLLL- LLLLLLLL " LLLLLLLLL A /1 LLLLLL LLLLLLLLL LLLLLLL LLLL LLLLLLLLL LLLL L LLLLLLLLL LL L L LL POINTS "A" SHOULD BE HIGHER THAN POINT "B" ELEVATION SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT SEDIMENTATION BARRIER (SILT FENCE) DETAIL 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 .... O• . - �-12" GRANULAR BASE (CT —DOT M.02.03) COMPACTED SUBGRADE BITUMINOUS CONCRETE PA VEMEN T SEC TI ON NOT TO SCALE CONTRACTOR TO DETERMINED CURRENT WORDING FOR HANDICAP SIGN WHEN CONSTRUCTION TAKES PLACE. INTERNATIONAL SYMBOL r OF ACCESSIBILITY k HAtMWPM PARKING ALL LETTERS TO BE STATE PERM] HELVETICA MEDIUM (SIZE & PROPORTION VMi WILL BE FINE TO MEET ANSI -117.1 > SEC. 428 (� ACCESSIBLE r �ioT s EINE 0 I i� 3" x 3" CONC. — FILLED STEEL TUBE TOPSOIL COMPACTED SUBGRADE PROCESSED TRAPROCK BASE 1" WASHED GRAVEL FASTEN SIGN TO POST WITH STAINLESS STEEL TAMPERPROOF SCREWS OR SCREWS. 1" RAD. TYP. HANDI CAP SIGN & BOLLARD NOT TO SCALE Reflective Paint rking Space T YPI CAL HANDICAP SYMBOL NOT TO SCALE 20" METAL BOLLARD N07 70 SCALE SMOOTH ALL EXPOSED EDGES 8" CONCRETE FILLED METAL POST PAINT WITH PRIMER AND 2 COATS YELLOW OR WHITE PAINT POURED CONCRETE ANCHOR 1 HANDICAP PARKING SPACE NOT TO SCALE �"'#I F CONIyF � �;••• ,co REV. 6-13-03 SUBMIT FOR FILING NO CHANGE THIS SHEET REV. 5-22-03 NO CHANGE THIS SHEET BY TACILF Detail Sheet Site Location: Lot 2 -- 23 Sea Pave Road South Windsor, Connecticut Prepared For Zoppa �S'tudio, LLC 490 Burnham Street South Windsor, Connecticut 06074 289--5881 JSSO & ASSOCIATES .'ul vcyVl a cx. 1- I VIC.SJIVIIUi engineers 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 SCALE (DATE SHEET CHECKED NO. AS SHOWN 4-4-03 5 of 6 JRR 2003-003 LA