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HomeMy WebLinkAbout98-33P_SUPER LIQUOR MART_SULLIVAN AVENUEName & Address Joseph Martin 30 South Main Street Unionville Ct. 06074 RDDC Properties LLC WnrrtA�- 0---j —�11 I J%Aul I FNUCAU Somers, Ct. 06071 Bruce Maneeley 5 Arrowwood Circle South Windsor, Ct. 06074 H and V LI-C 981 Sullivan Avenue South Windsor, Ct. 06074 Dorothy E. Krivick 84 Ayers Road South Windsor, Ct. 06074 Ruth A. Miller 20 Heatherstone Drive South Windsor, Ct. 06074 Norman P. Priest 1407 Sullivan Avenue South Windsor, Ct. 06074 Phillip F Tni icon;rq . . * --r — - WM'JQCA1J It. 601 Sullivan Avenue South Windsor, Ct. 06074 Leemilt's Petroleum Inc. 125 Jericho Turnpike Jericho, NY 11753 Yues J. Perras 590 Sullivan Avenue South Windsor, Ct. 06074 Marjorie A. & William F. Mayette P.O. Box 505 Broad Brook, Ct. 06016 William F. Mayette P.O. Box 505 Broad Brook, Ct. 06016 IMM-pry, p RA--4-L v v 111-1 1 1 1 - Mayette P.O. Box 505 Broad Brook, Ct. 06016 William F. Mayette P.O. Box 505 Broad Brook, Ct. 06016 Red Star Express of Auburn, Inc. 24-50 Wright Avenue Auburn, NY 13021 William F. Mayette P.O. Box 505 Broad Brook, Ct. 06016 William F. Mayette P.O. Box 505 Broad Brook, Ct. 06016 William F. Mayette P.O. Box 505 Broad Brnnk C%t npni rz ..' — — I %a William F. Mayette P.O. Box 505 Broad Brook, Ct. 06016 Rex Lumber Company 489 Sullivan Avenue South Windsor, Ct. 06074 Rex Lumber Company 489 Sullivan Avenue South Windsor, Ct. 06074 Andrea L. & Kenneth J. Pudeler 201 West Road South Windsor, Ct. 06074 Alhprf In krkA,t,-- .. -. I %I I V 1%�[\00 165 West Road South Windsor, Ct. 06074 DATA BLOCK Zone — GC Lot Area — 4.65 Ac. 50' Building Line 10' Side Line 15' Rear Line CC =11aing overage Allowed Prop. Building Coverage — 2.9% Max. Impervious coverr.'-�"q r% Allowed - Prop. Impervious Coverage — 15.17, I AAGE PLOW 'Se/wEr- r-1-W i-or Parking Schedule Parking Requlred: 1 space per 200 5,929 S.F. 4- 200 Parking Provided: 2 Handicap spaces 28 10'x2o' BEST OF MY KNOWLEDGE AND SUBSTANTIALLY CORRECT AS V�r— 0-0 e1/::0 .. - - F-r,v, f-0-7,0 /VO UJCJ/'1C-'e Q�V- 8-4-�6 NO CHAW-,C- THIS SHE-E--r REV -7-10-9,q 7n,mj <Y-,d== A 4 7- — -- - . *11 & / b U 1 by Mqxhael 770 Sullivan Avenue South Windsor) Connecticut 289-0391 Angelo THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCHAND/013 OTHER SOURCES OFINFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF AFIELD SURVEY, AND IS SUBJECT TO SUCH CHANAP AQ AKI A^e%i 1 -1 A�- 40 DATA BLOCK TO ESTABLISH EFFECTIVE AND Parking Schedule Zone - GC PRODUCTIVE GRASS COVER. THE FOLLOWING GRASS MIXTURE SHALL Parking Required: Lot Area - 4.65 Ac. BE APPLIED TO THE SWALE. 50' Building Line 3 1 space per 200 S.F. of gross floor area 10' Side Line 6" MIN. FREEBOARD SPECIES/VAR ETY lbs./lODO AI 5,929 S.F. + 200 30 spaces (10 YR STORM) Perenial Rye 15' Rear Line I Edge 0.45 to 0.60 Parking Provided: Max. Building Coverage Allowed - 30X 6" DESIGN DEPTH Kentucky bluegrass Prop. Building Coverage - 2.9X (10 YR�STORM) Rom 0.45 to 0.60 2 Handicap spaces Max. Impervious Coverage Allowed - 65X Merit 0.45 to 0.60 28 10'x20' spaces Prop. Impervious Coverage 15.1X BOTTOM WIDTH Chewings fescue 30 Total 8' SR5100 0.90 to 1.20 Hard fescue VEIMATO SW&E MAIL SR31 00 0.75 to 1.00 CROSS SECTION EXIST. SAN. MH till TP=.q7.l FL=75.5 Q AT/P Pi,� Tnt�R-� r­-, I 107LF 6" PVC - EXIST. DIG - SDR 35 S=2.OX MIN. ENDWALL LIMIT OF WETLANDS AS FL=81.7:L APPROX. LOCATION SHOWN ON REFERNCE-\ EXIST. 6" GAS MAIN EXIST. FLARED END MAP NO. 1 (TYP) FL=81.7 NIF Leemilts Petroleum Inc. SNET ;80.8 �Ju ----- -- 8`6 --- ---- 1487 APPROX. LOCATION 85 ---- - ��Il ------------ EXIST. 12" WATER MAIN 84 -------------- --------- -- ----------------- --- 87x7 ---------- - ---------------- A - \ \ I II ------------- -- ----- ---------------- - Z -------- ----- ------ ---------- -- 7 83- , - - -: ---7- - -_ - - - --- -- -- -- -- - - t_ - I W C- 84 - -- ------- /S --- ----- - =_ - - - - _� - 81xJ -------- 1I I ----------- ------------------------------- ---------- --- ---------- ------- ------ - FLARED END W/RIP RAP 20' NO DISTURBANCE PER till CONSERVATION COMMISSION -"ALE F8_2_75_1 it ENERGY DISSIPATER (SEE DETAIL) -H FL=83.20 CONDITION OF APPROVAL ST izwn -r,;,x ___1 '+0 t. VL N It- 0 V- - - - 1111" 1 .1 0. 0 0 Q: -76 GRADE TO r82 it t-A H 11 80'-15" HANCOR LLJ DRAIN it it H -Q S-0.5% 89.0 1 88. M� 88.9 JR U� co 84x7 't F8 _8 -51 �0) 2 PV 00 ........................... I ...... it =1 < - - - - - - - - - - - - - CLEAN -OUT LLJ ............-PROP. BUILDINd' or ..-.-.-.-.SLAB Oji'GRADE-­ FL=8' ---------- �,L= ��L=75.7± .. ......... I ................... ................... _C1 ...................... 20' 1 '24' r- 161 CB "CL" W/HOODED OUTLET TF-88.00 FL-83.60 Notes: 1. Parcel Is not located In a flood hazard zone, Panel No. 090036 0006 B. 2. Portion of the parcel Is located In Inland wetlands as shown on Reference Map No. 1. 3. Elevations based on N.G.V.D. 1929 Datum. 4. Bearings refer to Reference Map No. 1. 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parol testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size. location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. CALL BEFORE YOU DIG 1-800-922-4455. 6. Electrical service to be provided by Connecticut Light & Power Company. 7. Soil erosion and sediment control contact person Anthony & Michael D'Angelo 289-0391. 8. Foundation dimensions as shown on this plan are for site design purposes only. Foundation contractor will use Architectural Plans for layout and construction of the building(s) foundation. 9. Additional drainage Improvements are to be installed as directed by Town Staff should field conditions necessitate. 10. Additional erosion control measures are to be Installed as directed by Town Staff If field conditions necessitate. 11. Property may be subject to drainage rights In favor of others for storm water outlets Into existing drainage ditch located on the westerly property line. INVERT ELEVATION OF EXIST. SANITARY I A 'r�rl A L^lr-r,%ML TOO BBE FIELDD V`ERIr`IEDD PRIOR TO THE CONSTRUCTION OF THE BUILDING C7)HK1nA'nf)kI Akin 'rUC* rKIr%IkIrC0 T^ or I............. .......... ........... EXIST. FOUDATIONS .............. V-q " " 11 , , I NOTIFIED OF THE ELEVATION. I TO BE REMOVED 85x4 ru IUKIt BIT Roof eQder- k PROCESSED HC FLARED END W/RIP RAP - - - - - - -I- r1D A %117*1 r%7L Z13 . III Vr\/INVL;..L- / Ir V ......... .... C4 LNII U15511I (SEE UETAIL) 85X5 1 1 ....... BIT. PVMT. AREA 0) FL-86.00 00 0 W 1.1� RESTORE THIS AREA OF �XICAVATIION ENDS NO CURB 00 C I it I �WLCONC. SIDEWAII TO ORIGINAL MEADOW GROUND COVER I 1 -1 00 is 0 T 1 it 0 to 8 4) 8. 1 1 till ------ 45; I -C:), \ V L INIHILAOCTCO f%il A f%f%M^0ITTC I a �10 It r1n - r- - 1.�, 6 L.0 Lqi- Jb 01 1 1 EXIST. WELL NIF t10 It I I �1;1 PAD & CHAIN LINK FENCE :0 4 . a R �'R R TO BE REMOVED Andrea L. & Kenneth J. PV W/PRIVACY $LATS CII I Pludeler ;41 1 50 NOTE: M_ 00 1 11 111 C-'*) I / -13 .3 24' OD SNET (N Q �14W 85X13 86x7 DUMPSTER SHALL BE RELOCATED 6 B. C. L. C. UPON COMPI EriON OF FUTURE GRAVEL LOADING, AREA 01111111111 51 'R 3 O'R BUFFER pREA 0, 50' 41t* TY 06 1 10' SIDE LIN it t TEMPORARY it I ­F ' M M WA_ so TOPSOIL CB L" I s4Z',8 7.5- it 8 x4 STOCKPILE W/HOODED OUTLET C� 86 30' C3 I TF=87.60 86X6 TV FL-84.1 0 G PV I I �E Aft i2)MLA& 85X6 ON 88 Gt* 85K3 a 87 CZ 86 96-15* HANCOR CO I-Q S=0.5% 40' LIMIT OF REGULATED AREA FROM WETLANDS 86- --- ---- PLANT SHRUBS WITHIN NIF Phillip E. Toussaint 88 87'1_'-_� -84, CLUSTER 6' O.C. EROSION ev. SEDIMENT CONTROL PLAN KEY (Y -SIDE--LtNE- (4YP)- - 8 1 9 1 T I T T Y Y Y Y Y Y Y Y Y Y Y Y Y Y-y- - - - - - - - - - - - - - - - - - - - - - - - L - - PV PERMANENT VEGETATIVE COVER ------------------ TV TEMPORARY vE(IvE COVER 87 87 ----------------- 87 86 RR,, RIPRAP EXIST. SAN. MH WETLANDS ENHANCEMENT PLANTING CLUSTERS PER TF=88.0 DB DETENTION BASAN CONSERVATION COMMISSION CONDITIONS OF APPROVAL FL=76.0 CE CONSTRUCTION ENTRANCE Symbol Qty. Common Name Botanical Name NIF Norman P. Priest 12 Red Oyster Doqwood Cornus stolonifern ST SEDIMENT BARRIERS 12 Highbush Blueberry Vaccinium corymbosum op OUnET PR07ECTION 12 American Cranberry Viburnum triloburn 12 Elderberry Sambucus conadensis I EGEND. -a- U77LITY POLE a WA 7ER GA 7E 0 UAto UA I& 13 PROP. CA TCHBASIN 0 PROP. STORM MANHOLE 0 EXIS 77NG CATCH BASIN SIGN HYDRANT U. G. E'_EC, LINE U.G. GAS LINE U. G. WA TER LINE -w- PROP. WA 7ER PROR STORM SEWER EXIS77NG STORM SEWER PROP. SANITARY SEKER EXIS77NG SANITARY SEI+ER WMAND LIMIT EXISTING CONTOUR PROP CON TOUR CAlallIVU 31'Ul UKAUL PROP. SPOT GRADE EXiS77NG I.P. EXIS77NG MONUMENT 0 PROP. L P. PROR MONUMEN T PROP. LIGHT STAKED HA YBALES OR SILT FENCE GRAPHIC SCALE 20 40 80 ( IN FEET \1 1 inch = 40 ft. Reference Maps: 1. "Sheridan Industrial Park Property At Sullivan Avenue South WIndsoriI Connecticut Scale 1"-40' May 1989 Rev. to 4-27-95" Certified Substantially Correct Close A-2 by James J. Luzzi, L.S. 2. "Connecticut Department Of Transportation Plan For Major Drainage Improvements On Ct. Route 194 (Sullivan Avenue) In Tha Town(s) Of South Windsor From Sto. 317+70 To Sta. 393+50" 1*-40' Federal Aid Project No. STPH-2342(6) June 5, 1996 State Project No. 132-118 AVENUE - SOUTH WINDSOR, CONN. 06074 AREA CODE 860 1 a"2511 CERTIFIED MAIL July 24, 1998 Mr. Anthony P. & Michael S. D'Angelo Super Liquor Mart 770 Sullivan Avenue South Windsor, CT 06074 Dear Sirs: Re: Appl #98-33P, Super Liquor Mart Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on July 21, 1998 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 6,000 fL retail store and parking lot an property located at 589 Sullivan Avenue, South Windsor, CT, GC zone as shown on plans prepared by J.R. Russo & Associates, Job No. 94118 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 myLirs have been filed in the Town Clerles office. :3. This application is subject to the conditions of approval of the Inland Wetlands Agency/ Conservation Commission, including a bond in the amount of $3,000. 4. An an -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 $ 1,500 is required and -I, t be submitted prior to filing of naylaim. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 65-12* HANCOR HI-Q S-0.5% EXIST. BRUSH TO BE REMOVED FLARED END FL-86.50 9. Dumpater should be shown on a concrete pad and screened. 10. Size of rip rap pad at outlet of parldng lot storm system is not dimensioned. Applicant should use the Standard energy dissipater and provide a detail. 11. Rip rap should be placed at the downstream side of the storm pipe under the driveway. It should be dimensioned and a detail provided. Black awl white transparent mylars of Sheet 2 with the above modifications, together with thrm blueprint copies of the entire set of plans, including Architectural Elevations, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of *his Commission gcncy/ I Qonservation - "" - ­ - 'We.. COrnnlitl.i.. Must be reproduced on the mylars. After the mylar3 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 receipt must be submitted to the Planning Department. FAC/dIw Cc: ToW13L Engineer Chief Building Official Assessor Fire Marshal J.R. Rum & Associates This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the -9 r4- C11 - I - A __ - - - - - ---- ---- ----- - - I I . - AC81ALCLLIVIUS U1 LUnnecticut otate -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 couforming to Horizontal & Vertical Accuracy Class A-2 & 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. Very truly yo-, PLANNING & ZONING COMMISSION X111t4 11. e4 Frank A. Castro, Chairman %wn o,,eSoum V&u&ot 150 SUUJVAN AVENUE - SOUTH WINDSOR. CONN. 06074 0 AREACOOEOW/8"2511 July 16,1998 Certified Mail Anthony P. & Michael S. DAngelo 770 Sullivan Avenue South Windsor, CT 06074 Gentlemen: Re: Appl #98-33P, Super Liquor Mart/589 Sullivan Avenue At the July 15, 1998 regular meeting, the Inland Wetlands Agency/Conservation Commission approved app! #98-33P, Anthony P. & Michael S. DAngelo Super Liquor Mart - IWA/CC permit for the construction of a 5,929 sq. it. building and a parking lot within the regulated are, with associated improvement on property located at 589 Sullivan Avenue, GC zone (Assessor's map #111, parcel 46) as shown on plans prepared by J. R. Russo & Associates, No. 94118 and revised through July 10, 1998. This approval 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. This must be completed within 65 days of appro�al prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify 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 July 15, 2003. It is the landowner(3)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Ali approvals required must be obtained and submitted prior to any activity on the site. 5. A contact pm=a shall be identified on the plans. 6. We recommend a bond in the amount of $3,000 be submitted to the Planning & Zoning Commission to ensure Compliance with the Erosion and Sedimentation Control Measures. 7. There shall be no disturbance at least 20' from the Swale located on the westerly side of the site. SIR fence shall be placed appropriately along this 20'Une. 8. The easterly property line shall be supplemented by planting wildlife shrubs, species and quantity to be determined by the Zoning/Wetlands Enforcement Officer. Very truly yo-, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION th A. Warren, Chairman EAW/pmm Cc: Chief Building Official Planning &Zoning Commission Town Engineer J. R. RU330 86 Associates TO THE BEST OF MY I<NOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CO)��501 AS NOTED HEREON. CC-, A SIP _0 I 1:�, W "I - W 1 4 0. No. 8048 zr' N0.03048 0 r)-�p � 4 7/9;,f -7 /-/ tv-L -15.0--SU-LL-IVAN-AVE-NU-E-S-OUT-H W- --- INDSOR, CONN. 06074 AREA CODE 203/644-2511 August 28, 1998 Anthony P. And Michael S. D'Angelo Super Liquor Mart 770 Sullivan Avenue South Windsor, CT 06074 RE: Super Liquor Mart 589 Sullivan Avenue SOUTH WINDSOR, CT Dear Messrs. D'Angelo: The South Windsor Water Pollution Control Authority, at its special meedng of August 20, 1998, gave approval for the connection to the Town's sewerage system of a commercial building at 589 Sullivan Avenue, as more specifically shown on plans entitled "Site Plan -- Super Liquor Mart - 589 Sullivan Avenue" prepared by I R. Russo & Associates, East Windsor. Connecticut, [Job) No. 94118, Sheet 2 of 5 dated 6/l/98. revised 7-10-98 and 8-4-98. and subject to the following conditions: Technim-lapproval of the Town Engineen . ng Deparmient. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line 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 design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construcfion. 3. This appiloval letter must be superimposed on the final approval plans. Very trul yours, v ry 'ru' yo Thom yXind o I. Ch airman Water Itollution Control Authority Thim Cc: Matthew Galligan, Town Manager Michael J. Gantick, Director of Public Works Jerry Lazzetta, Town Engineer Marcia Banach, Director of Planning John Collins. Chief Building Inspector Rev. 9-8-98 Approval Letters Added Rev. 8-4-98 Conservation Commission Conditions of Approval Rev. 7-10-98 Town Staff Comments �m a N L _] AbbITIONAL PL/WT-INGS ACEA —N-4 k---- VE&. SWALC (SEE DL`Wt.- SMT' Z a k NiC gyp' dAr- - { kk 060 15Oa4kAWr w I T _-et.CI'vAF !paw b vo, TOAcp"e i (oGrs 1' K�r - 4,6 sr1cA - . -- I I � � I _ — 12�3�Ar_C� G �r•�U'I"fir � I � f (PLANT MATERIAL 1T IL r t> JUTS \P%ft �� PANT �C�.:�.11�\- -tv ��. '� �X C t?� t� �1 NV\�-�'R�( �►Tl-�.K All e �t }-Ivpt=v P►h t�CU $ vDAOs,'3 Y�CONNe," . C �' U�E�kVIC CA '• LANDSCAPE PLAN L 1 RAYMOND JEFFERSON LANDSCAPE ARCHITECT CHESTER, CONNECTICUT' .qT TPFR U0.1 TOR MART SOUTH `]VINDSOR I REV -1-10-98 oev. 9-8-78 REV, 8 -4 -9 8 CONSTRUCTION NARRATIVE .SEDIMENT BARRIERS (5TI TEMPORARY MULCHINg_11VUL PERMANENT VEGETATIVE COVER LEY]_ This project is located on the south side of Sullivan Avenue approximately 1,250 feet west of West Road, South Windsor, Connecticut. The proposed activity is SEEDING SCHEDULE Straw/Hay Bales - Installation Requirements INSTALLATION REQUIREMENTS Site Preparation the construction of a 5,929 S.F. Liquor Mart and parking lot. Sheet Flow ADDlications Areas which have been temporarily or permanently seeded shall k I�k-A *.--.A;-+ I -F 11--*­ ­4;� kA"I,k A­k­i� -ill Grade as needed and feasible to permit the use of conventional enuinment for seedbed nrenaration seedlinn mulch application The suggested schedule of construction activities is as follows: *Permanent seeding shall be accomplished with one of the following seeding mixtures: KIND OF AREA BORROW AREAS, ROADSIDES, DIKES, LEVEES, POND BANKS AND OTHER SLOPES AND BANKS Seed Mixture Lbs/Acre Lbs./1,000 S. F. Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 Perennial Ryegross 5 '10 Total 45 1.00 LAWNS AND HIGH MAINTENANCE AREAS Seed Mixture Lbs/Acre Lbs./1,000 S. F. Kentucky Bluegrass 20 .45 Creeping red fescue 20 .45 Perennial ryegrass 5 .10 Total 45 1.00 Temporary Seeding Rates and Dates SEEDING RATES (pounds) DATE1,3 DEPTH2 SPECIES Per Acre Per 1,000 S_ F, 8/1 - 10/1 (inches) Annual ryegrass 40 1.0 3/1 - 6/15 0.5 1/ May be planted throughout summer If soil is adequate or con be Irrigated. 2 Seed at twice the Indicated depth for sandy soils. 3 The fall seeding dates may be extended 15 days in the coastal towns of New London, Middlesex, New Haven and Fairfield counties. Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. Organic Mulch Materials and Application Rates RATES MULCHES Per Acre -Per 1000 sq.ft. NOTES Straw or hay 11/2 - 2 tons 70-90 lbs. Free from weeas-and course matter. Must be anchored. Spread with mulch blower or by hand. Source: Virginia Erosion and Sediment Control Handbook 1980. Y J . 1J. Id be used on slopes greater than 3 percent and concentrated flow I I and anchoring, and maintenance. All grading should be done in Bales shall be placed in a single row, lengthwise on the contour, with ends of adjacent bales tightly areas such as diversion and waterway channels. accordance with the measure for Land Grading. 1 . Install silt fence as shown on the plan. abutting one another. Areas which cannot be seeded within the seedling dates should be mulched to provide temporary protection to the soil surface. Seedbed Preparation 2. Install the construction exit pad as shown on the plan. All bales shall be either wire -bound or string -tied. Bales shall be installed so that bindings are oriented An organic mulch other than wood fiber alone shall be used, and (1) Apply limestone and fertilizer according to soil tests such 3. Excavate and install the building foundation. around the sides rather than along the tops and the area than seeded as soon as seeding dates permit. Mulch shall be used when tree, shrub, and ground cover plantings as those offered by the University of Connecticut Soil 4. Rough grade the parking area and around the building. Install storm bottoms of the bales to prevent deterioration of the do not provide adequate erosion protection. Testing Laboratory. Soil sample mailers are available from drainage. bindings. the local Cooperative Extension Service Office. If soil The barrier shall be entrenched and backfilled. A Organic Mulches testing is not feasible on small or variable sites, or 5. Install utilities to the building foundation. trench shall be excavated the width of a bale and the length of the barrier to a minimum depth of Organic mulches may be used in any area where mulch is where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square 6. Complete grading of the parking area and establish vegetation. proposed 4 inches. After the bales are staked and chinked, required, subject to the restrictions noted on page of feet using 10-10-10 or equivalent. In addition, 300 pounds 7. Complete construction of the building and complete paving. the excavated soil shall be backfilled against the Organic Mulch Anchoring of 38-0-0 per acre or equivalent of slow release nitrogen 8. Fine grade remaining disturbed areas and establish vegetation of barrier. Backfill soil shall conform to the ground may be used for topdressing. Apply ground limestone level on the downhill side and shall be built up to Straw or hay mulch must be anchored immediately after (equivalent to 50 percent calcium plus magnesium oxide) as landscaping as shown on the plan. 4 inches against the uphill side of the barrier. spreading to prevent windblowing. Other organic mulches follows: 9. Remove silt fence after permanent vegetation has been established. Ideally bales should be placed 10 feet away from toe do not require anchoring. The following methods of Soil Texture Tons/Ac. Lbs/1000 so. ft. of slope. anchoring straw or hay may be used. Clay, clay loom and high 4 180 Each bale shall be securely anchored by at least two a) Mulch anchoring tool organic soil Construction of this site is anticipated to begin after the approval of these plans. stakes or rebars driven through the bale. The first Sandy loom, loom, silt loom 3 135 stake in each bale shall be driven toward the This is a tractor -drawn implement designed to punch Loamy sand, sand 2 90 previously laid bale to force the bales together. mulch into the soil surface. This method provides Refer to county soil survey report for soil textures at the All soil and erosion control measures shall be installed and maintained in Stakes or re -bars shall be driven deep enough into maximum erosion control with straw. It is limited to site. (2) Work lime fertilizer into the accordance with these plans and the "Guidelines for Soil Erosion and Sedimervt the ground to securely anchor the bales. use on slopes no steeper than 3 to 1 (3 horizontally and soil as nearly as The gaps between bales shall be chinked (filled by to 1 vertically), where equipment con operate safely. practical to a depth of 4 inches with a disc, spring tooth Control." The contractor shall notify the Engineer of any discrepancies. wedging) with straw to prevent water from escaping Machinery shall be operated on the contour. harrow or other suitable equipment. The final harrowing or between the bales. (Loose straw scattered over the (b) Trackin�L discing operation should be on the general contour. Continue tillage fine area immediately uphill from a straw bale barrier until a reasonably uniform, seedbed tends to increase barrier efficiency). Apply mulch and drive tracked equipment up and down is prepared. All but clay or silty soils and coarse sands In sloping areas where surface flow follows the bale slope over entire surface so cleat marks are parallel should be rolled to firm the seedbed wherever feasible. line, perpendicular bale checks shall be installed at to contour. (3) Remove from the surface all stones two inches or larger in CHECKLIST FOR EROSION CONTROL PLAN appropriate intervals (100 feet maximum). any dimension. Remove all other debris, such as wire, Inspection shall be frequent and repair or (c) Liquid mulch binders cable, tree roots, pieces of concrete, clods, lumps or replacement shall be made promptly as needed Application of liquid mulch binders and tackifiers other unsuitable material. (4) Inspect before If traffic has left PROJECT: Super Liquor Mart Bale barriers shall be removed when they have served should be heaviest at edges of areas and at crests of seedbed just seeding. their usefulness, but not before the upslope areas ridges and banks to prevent windblowing. The the soil compacted, the area must be retIlled and firmed as have been permanently stabilized. remainder of the area should have binder applied above. LOCATION: 589 Sullivan Avenue, South Windsor, Connecticut uniformly. Binders may be applied after mulch is Seeding Dates Channel Flow Applications spread or may be sprayed into the mulch as it is being blown onto the soil. Applyiing straw and binder Spring seedings usually give the best results. Spring seedings PROJECT DESCRIPTION: Construction of a 5,929 S.F. building & parking lot. Bales shall be placed in a single row, lengthwise, together is the most effective method. of all seed mixes with legumes is recommended, however late oriented perpendicular to the contour, with ends of The following types of binders may be used: summer seedings prior to September 1 con be made. When crown vetch is seeded in late summer at least 35 percent of the seed PARCEL AREA: 4.65 Ac. adjacent bales tightly abutting one another. Asphalt should be hard seed (unscarified). The recommended seedling The remaining steps for installing a bale barrier for Apply In accordance with CT DOT Standard dates are: sheet flow applications apply here, with the following Specification Form 812, Spec. 9.4503 Sec(4a). April 15 through June 15 RESPONSIBLE PERSONNEL: Anthony P. & Michael S. D'Angelo 289-0391 addition. The barrier shall be extended to such a lenqth that hinrip-rq August 15 through September 15 S." - -1. - __ 4.: 117 _­­ . -4. -1.. A. i� V.- -1 A:_ - A -4. L _r_ - ' " - - ' - - - .. - - ­ - YVIUI LIM VAtV1JUon ol L.IUWII VULkoll, Me Illiul buuullly UULU ITIUY UU the bottoms of the and bales are higher in elevation EROSION AND SEDIMENT CONTROL PLAN PREPARER: J. R. Russo & Associates than the top of the lowest middle bale to assure that Chemical binders such as Petroset, Terratack, extended 15 days in the coastal towns of New London, Middlesex, sediment laden runoff will flow either through or Hydra Mulch and Aerospray may be used as New Haven and Fairfield counties. over the barrier but not around it. recommended by the manufacturer to anchor mulch. CHECKLIST: They are useful in residential areas where Seeding asphalt may be a problem. �,a LCH basin /-�PPIICaLion (1) Select a mixture from the Seeding Schedule or use mixture Bales shall be placed in a square or rectangular (d) Mulch nettings recommended by the Soil Conservation Service. Inoculate shape around depressed catch basin Inlets. Install in accordance with manufacturer's all legume seed with the correct type and amount of inoculant. Catch basins constructed on sloping areas shall not be recommendations. (2) Apply by hand, drill, encircled by bales. seed uniformly cyclone seeder, The areas Immediately around the catch basin may be to increase (e) Peg and twine cultipacker type seeder or hydroseeder (slurry including seed or fertilizer). Normal seeding depth is from 1/4 to excavated slightly ponding of runoff water around catch basin. Drive 4- to 5-inch wooden pegs to within 3 inches of 1/2 inch. Hydroseedings which are mulched may be left on The remaining steps for installing a bale barrier for the soil surface every 3 feet in all directions. soil surface. sheet flow applications apply here. Stakes may be driven before or after straw is spread. (3) Where feasible, except where either a cultipacker type Secure mulch be stretching twine between pegs in a seeder or hydroseeder is used, the seedbed should be firmed criss-cross-within-a-square pattern. Turn twine 2 or following seeding operations with a roller, or light drag. Maintenance more times around each peg. Seeding operations should be on the contour. Chemical Mulches (4) Frost crack seeding can be used. Frost crack seeding must Inspection shall be made after each storm event and be done in late winter or early spring. Suitable weather c1nil C-[DnC1nK1 A K I CC-nUAC-NIT nNITDnI KI n=Q repair or replacement shall be made promptly as conditions are freezina niahts and thawina days with little Work Description Erosion & Sediment Control Measures Location Date Installed Initials Date Removed Initials As Install silt fence or shown haybales on plan Install construction As exit pad shown on plan needed. %.Hemical mulches may be used alone in Me following SILuaLions: From May 1 to June 15 and September 15 to October 15, provided or no snow cover. Seeding rates must be increased Cleanout of accumulated sediment behind the that they are used on areas with slopes no steeper than 4 to 1 10 percent when using this method. bales is necessary if 1/2 of the original height of the bales (4 horizontally to 1 vertically), which have been roughened. (5) Hydraulic application (hydroseeding�, is a suitable method MAINTENANCE OF MEASURES: All soil erosion and sediment control work shall be done in strict accordance with the becomes filled in with sediment. If rill erosion occurs, another mulch material shall be applied for use on critical areas. When hydroseeding, a seedbed is Connecticut Guidelines for Erosion and Sediment Control including the latest date frcm immediately. prepared in the conventional way or by hand raking to the Connecticut Council on Soil and Water Conservation. loosen and smooth the soil and to remove surface stones larger than Inches In diameter. Slopes Location Description or Number Date Initials NOTE: Chemical mulches may be used to bind other mulches or six must be no Any additional erosion /sed im en to tion control deemed necessary by town staff during con- Silt Fences - Installation Reauirements with wood fiber in a hydroseeded slurry at any time. steeper than 2 to 1 (2 feet horizontally to 1 foot I I I—, . . I .. I struction, shall be installed by the developer. in addition, line developer snail De - - - - - - - I I— ­ I - J I ­ I .. ­ I . . I manUTacTurer s recommendations Tor application OT chemical A vertically-). LIMe and fertilizer- -may- be applied responsible for the repair/replacement/maintenance of all erosion control measures until Sheet Flow Applications 0 n ht mulches shall be followed. simultaneously with the seed. The use of fiber mulch on all disturbed areas are stabilized to the satisfaction of the town staff. critical areas is not recommended (unless it is used to Synthetic filter fabric shall be a pervious sheet of Mats hold straw or hay). Fiber mulch does not provide adequate Sediment Barriers shall be placed as indicated immediately after a cut slope has propylene, nylon, polyester or ethylene filaments and Install in accordance with manufacturer's recommendations seedbed protection. Better protection is gained by using straw mulch and holding it with adhesive materials or been created. Sediment deposits should be periodically removed from the upstream sides shall be certified by the manufacturer or supplier Project Dates: of Sediment Barriers. This material Is to be spread and stabilized in areas not subject to as conforming to the requirements of the guidelines. MAINTENANCE 500 pounds per acre of wood fiber mulch. Seeding rates erosion, or to be used in areas which are not to be paved or built on. Sediment Barriers must be increased 10 percent when hydroseeding. Date of aroundbreaking for project: are to be replaced as necessary to provide proper filtering action. Sediment Barriers are The height of the barrier shall not exceed 36 inches. All mulches must be inspected periodically, in particular after �6� Apply mulch according to the Temporary Mulching measure. 'we 'Insure I.J­11.. J.�- -L­..I-J L­ -t---.J 1A IC--4- -.1-1 rainstorms, to check for rill erosion. Where erosion is observed, 7 If seedinn innnnot be dnne within the qAAdinn rintAq_ ijqA the np+gm nffirinl o+-nkiIr7n+;r%n- Lo remain in place and maintained to efficient siltation control until! all areas above the erosion checks are stabilized and vegetation has been established. IUZUIIY uliv uUmul Ziriuuiu L)v Pluk;vu IV IVUL UVWUY from the toe of slope. additional mulch should be applied. Net should be inspected after I I ­ __­­ -_ ­_ --- ­_ Temporary Mulching measure to protect the site and delay W. ­1�1 rainstorms for dislocation or failure. If washouts or breakage seeding until the next recommended seeding period. When joints are necessary, the filter cloth shall be occur, re -install net as necessary after repairing damage to the In all areas, removal of trees, bushes and other vegetation as well as disturbance of the spliced together and securely sealed at a support slope. Inspections should take place until grasses are firmly established. Grosses shall not be considered established until a MAINTENANCE soil is to be kept to an absolute minimum while allowing proper development of the site. post or overlapped according to the manufacturer's ground cover is achieved which is mature enough to control soil a. Lime according to a soil test or at a minimum of every During construction, expose as small an area of soil as possible for as short a time as recommendation. erosion and to survive severe weather conditions. Where mulch is five years using a rate of two tons per acre (100 pounds per possible. Posts shall be spaced a maximum of 10 feet apart used in conjunction with ornamental plantings, inspect periodically b. 1,000 square feet). Where grasses predominate, fertilize according to a soil test or The contractor shall notify the town engineer at the beginning and end of each step of the along the barrier and shall be driven securely into throughout the year to determine if mulch is maintaining coverage of the soil surface; repair as needed. broadcast biennially, 300 pounds of 10-10-10 or equivalent per construction procedure and shall not proceed with the next step until the town engineer the ground (12 inches minimum). C. acre (7.5 pounds per 1,000 square ffet). Where legumes fertilize according to test has inspected the work. predominate, a soil or A trench approximately 6 inches wide and 6 inches hrneitinriq+ Avpr%/ fhrpp vonrQ _,�nl) nniineqc nf 0_9n_9r) nr armivellan+ Topsoil is to be stripped and stockpiled in amounts necessary to complete finished grading deep shall be excavated along the line of posts and per acre (7. p un per 1,000 square feet). of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as indic- upslope from the barrier. -LVL ated on the plans and temporarily seeded and ringed with a Sediment Barrier to prevent TEMPORARY VEGETATIVE COVER erosion if it is to remain more than 30 days. The toe in fabric flap shall be extended into the trench. The trench shall be backfilled and the soil There is to be no stockpiling of soil within a ten foot limit of adjoining properties. compacted over the filter fabric. Any and all fill material is to free of brush, rubbish, timber, logs, vegetative matter Filter barriers shall be removed when they have Site Preparation and stumps in amounts that will be detrimental to constructing stable fills. served their useful purpose, but not before the Maximum side slopes of exposed surfaces of earth to be 3:1 or as otherwise specified by upslope area has been permantly stabilized. Grade as needed and feasible to permit the use of local authorities. equipment for seedbed preparation, seeding, mulch The fabric shall be preassembled with hardwood posts application, ond mulch anchoring. All grading should be All fill areas shall be compacted sufficiently for their intended purpose and as required or with pockets for use with wood or metal posts. done in accordance with the measure for Land Grading. F-EV. 3-4 -95 NO C_HAtQ&e 1-HIS ShIZ_E:7 to reduce slipping, erosion or excess saturation. The fabric shall be attached to the posts according Install needed erosion control measures such as IZE\/ NO CHAN&C- -rHI:S SHeET to the manufacturer's recommendation. diversions, grade stabilization structures, sediment All so*! erosion and sediment control operations shall be I I IL t IL 161 n place prior to any grading 'J­ ­­­.Y.. e%^11 r-m^e%t^h i e,% ir%r-mt 0VIL r-r%UZ)IUI\l CX =_IJI1RA1fr__1RN`r1 COKIN"rimmu'L ?1\41 U#-% F E S operations and installation of proposed structures or utilities and shall be left in place Seedbed Preparation until construction is completed and/or area is stabilized. All entrances to this site are to be by stone tracking of ASTM C-33, Vaintenance Apply limestone and fertilizer according to soil test Sup er Liquor Mart project protected pods recommendations such as those offered by the University of size no. 2 or 3, or Ct. D.O.T. 2* crushed gravel. The stone tracking pad is to be main- tained times during the Filter barriers shall be inspected immediately after Connecticut Soil Testing Laboratory. Soil sample mailers are 589 Sullivan Avenue at all construction period. each rainfall and at least daily during prolonged available from the local Cooperative Extension Service office. �Ill intended to support buildings, structures, conduits, etc, shall be compacted rainfall. Any required repairs shall be made immed- If soil testing is not feasible on small or variable sites, or in accordance with local requirements or codes. iately. where timing is critical, fertilizer may be applied at the rate -17.5 Applicant of, '300 ppounuds -per acre or pounds pper 11,f000 square feet of 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 The barrier shall be replaced promptly, should the fabric decompose or become ineffective to 10-10-10 or equivalent. Apply limestone (equivalent to 50 calcium magnesium oxide) as follows: Anthony P. & Michael S. D'Angelo located as designated on the plans and ringed with hayboles. Temporary seeding of prior the establishment of permanent vegetative cover. percent plus the stockpiled topsoil shall be completed within 15 days of its formation. Soil Texture Tons/Ac. Lbs/1000 sq. ft, Clay, clay loom and high 3 135 770 Sullivan Avenue Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade Sediment deposits should be removed when they organic soil Is excessively wet, or in a condition that may otherwise be detrimental to proper ­^k +k- k.;�k+ -4 +k- UFFIVA1111ULVI.Y - . . Sandy loom, loom, silt loom 2 90 e- 1 1- %A V - -1 - - - -\ - - L. - I -)ouin vVinasor, Connecticut grading or proposed sodding or seeding. barrier. Loamy sand, sand 1 45 289-0391 Refer to county soil survey report for soil textures at the site. Any sediment deposit remaining in place after the Where the soil has been compacted by construction operations silt fence or filter barrier is no longer required shall be dressed to conform to the existing grade tions, loosen soil to a depth of 2 inches before applying GON/V "/Z� J.R. RUSSO & ASSOCIATES and seeded. fertilizer lime and seed. 0 ..... prepared Apply seed uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder (slurry including % R LAND SURVEYORS & PROFESSIONAL ENGINEERS seed and fertilizer). Hydroseedings, which include mulch, I I Z C) OXI = , 0 1SHOHAM ROAD may be left on soil surface. Seeding rates Must De increased 10 hydroseeding. W AM percent when -0 : �Z= EAST WINDSOR, CONNECTICUT 06088 Mulching S 10 No. 08048 1" -P %0. 623-0569 See guidelines in the Temporary Mulching measure. BY SCALE DATE SHEET CHECKED NO. AIX'5- Z_. le; F_ 94115 6 7, e 7, 68 71, ) 7 4 A 1 1, 14,// CAST CONCRETE LWT AMT FRAME ELEVAT1ON illf VITH COMIC, LOCKS OR 3R, V1CKS, 6' TO W ffil wfoso", 13, 7 ov"Y PRE CAST SUMP OR r1Z SLAB OR EQUAL) 35M PSI 8- OF 3/4- CRUSH& % STONE 4/ 11 5'-4& 4`4' NOTES: 1. MINIMUM COWER OVIER TOP OF PIPE FRONT ELEVATION SHALL BE 2'-0'. SIDE ELEVATION 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOANNG. 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 IMTH INSIDE WALLS. 5. ALL BRICKS SHALL RE CONCRETE "I'ME OC-1: CATCH BASIN NOT TO SCALE DEPTH TO INVERT VARIES 6' TO 0 KLLOW GMK f- STEEL W_ PROPOSED GRADE PAVEMENT SEC ION LANDSCAPING (SEE PLANS) 1. D. + 2' 3' MIN, I 12* MIN. 12" ). e -07OU00 000 0 0."% 0 0 n 0 WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS �(OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND ��_COMPACTED IN 6* LAYERS NO STONE LARGER THAN 1-1/0. MATERIAL SHALL MEET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4- CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4- STONE. FILL TO SPRINGLINE OF PIPE 3/4- STONE MEN USING POLYTHYLENE OR CPP PIPE GRAM STORM DRAIN TRENCH DETAIL NOT TO SCALE Pvc. DEWE XND Max Two IF FLN -WYE' 3/4' WOKEN YRW..CK 6' N LOW IIEND TYPICAL CLEANOUT NOT TO SCALE 2* RADIUS 1 6. 1 1/2- PAVEMENT ........................... % .............. PROCESSED AGGREGATE ........................ ............. BITUMINOUS CONCRETE UP CURB NOT TO SCAIE NEENAIN Tw HOOD TRAP HOODS SHALL BE INSTALLED REQUIRED BY TOWN ENGINEER TO IN ALL CATCH BASINS, WHERE SATISFY ENVIROM4ENTAL CONCERNS. TRAP HgOD INSTALLATION NOT TO SCALE LAWN CROSS-COUNTRY T nu rn S Ou I L & S nu "D nu RK SEE E DD NOTEi STREETS PAVED AREAS A '44 A if 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VT-46 J. 2,FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC"' AND AOS OF 0,43 mm TO 0,22mm AND SHALL MEET AASHTO M288-96 1 1/2- SIT. CONCRETE CLASS 11 - 2' SIT. CONCRETE CLASS I PROCESSED STONE 7 44. A \_12' GRAVEL BASE COMPACTED SUBGRADE BIT. CONCRETE PAVEMENT DETAIL NOT TO SCAI F EXISTING PAVEMENT 4 4 4 MM MIN, 2. J L12'j TRENCH WIDTH VARIES J SEE L TYPICAL TRENCH SECTION SECTION APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTEDIN ONE FOOT (10 (MAX,) LIFTS, WARNING TAPE PER CONN, GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12' (MIN.) TO 24' (MAX,) ABOVE TOP OF PIPE, SAND BLANKET PIPE, AS SPECIFIED 3/4' BROKEN TRAPROCK FILTER FABRIC TYPICAL SANITARY SEWER TRENCH SEC110N NOT TO SCALE PIPE IN GROUND WATER SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPROCK BASE.- M 05.01. (TRENCH BACK FILL> M,02- GRADE, B 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED :SUBGRADE <OR PROCESSED TRAPROCK) NOTES ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- 1. DICULAR TO, THE CENTERLINE [IF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC SELF CLEANING. ED FLOW - COMPACT BACKFILL SUBGF REMOVE CB GRATE. PLACE hm FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC. ANCHOR W/STONE OR EARTH PILF_ FILTER FABRIC SILT BARRIER AT TYPE *CL� CATCH BASIN NOT TO SCALE BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF DRAINAGEWAY LLL LLL LLLLL %k LLLLL 0 LLLLLLLL B B LLLLLLL 12 'A LLLLL LLLMLLLLLL OLLLOLLLLA LLLL ",LLL,LL LLLL L LLL LL LL POINTS "A" SHOULD BE HIGHER THAN POINT "B' ELEVATION PLAN 'VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT EXISTING GRADE ENDWALL OR FLARED END NOTEi THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD PLACEMENT & CONSTRUCTION OF A SYNTHE'91C FILTER BARRIER NOTTO SCALE PLAN EXISTING GRADE OR OTHER SURFACE MATERIAL Im L 6y -�_r iL I L F­ TER FABRIC (SEE NOTE) 18' INTERMEDIATE _6' BANK RUN GRAVEL RIPRAP A NOTE, SECTION A FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0,1 SEC"' AND AOS OF 0,43 mm TO 0,22mm AND SHALL MEET AASHTO M288-96, ENERGY DISSIPATER NOT TO SCALE STONE _E = WEI a Lela 1130- w-le-ag, Stone On Filti Fabric Marafi 140(N) Vrk Construction Exit Pad N.T.S. 1. EXCAVATE A TRENCH 4* DEEP & THE WIDTH OF A STRAW BALE. TRENCH ........... ............. PACKED F7/1,77 STRAW 3. WEDGE LOOSE STRAW PLAN BETWEEN BALES TO CREATE A CONTINUOU!z DADDIc-D COMPACTED x4"STA" IAYBALE gm .jag-w - MM-16-010 gom W Opp ON * SURE! k we OWN w - ',E STAKE STRAW TWO STAKES PER 4. BACKFILL & COMPACT THE EXCAVATED SOIL AS SHOWN ()m TwP* UPHILL SIDE OF THE TO PREVENT PIPING. END VIEW SIDE VIEW NOTE: HAYBALES TO BE EMBEDDED 4" IN EXISTING GROUND BUTTED END TO END/STAKED SECURELY. HAYBAII ED EROSION/SEDIMENTATION --CONTROL DAM DETAIL NOT TO SCALE ROUND P v Q-,q--QR Ate) rhemnp ThI.Q qh.-,-f ..191. - - -_ ­ -- Rev. 8-4-98 Add energy dissipater detail per P&Z conditions of approval Rev. 7-10-98 No Change 7his Sheet Detail Sheet Sup er Liquor Mart 589 Sullivan Avenue Anthony P. & Michael S. D'Angelo 770 Sullivan Avenue South Windsor, Connecticut —0391 289 I P PI Iqqr) Qp A C� C� r) r I A T %-()I: L;UNAI, -0 LAND SURVEYORS & PROFESSIONAL ENGINEERS 'Co -0 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 0 No. 0 a -C 623-0569 S Z:)UALL UAIL ZDHLL I UNLUKLIJ —U. LF N. TS. 6-1-98 5 OF 5 JRR 94118 11 I 1� tom.! o S -'i oTxl,►(.- Z L�, 4;4ze5io 3 gar- "Ta AL- 1G0�1raL✓ 21=a o - 1�.- man"m"PRAWAt/T NO.6103ACT6-24X36 1p . �� i _ �►6�N 'C'atN�,�t2 12-1ii MV DRAWN CHECKED DATE Ti IT4 E � ,i JOB NO. ,I SHEET i iI �j IIII f� `i REVISIONS I BY N 0 I o I �� �=E•..��.�,TI ors) m g S'tA.N�IrJ� c,3 Ail SAL }CvO�t NG — S. !J E rE"# : , : �. 1 U C3 ,1V1 AAt MArdgm1z`f um T5 (-rAm-rw)U�'D AW M `►+1 (rJ Dov.1 .�r� 'FRAKA42� i �t`/�-C'" �..-�.,�.�✓,c��•' ION• Ph�'fi �'jUaC��PO•i►� AL,,12 Ci " 2� I • • • • ■ DRAWN c' A,;;, M CHECKED V.A \r' DATE 199 SALE � E JOB NO. SHEET OFS SHEETS a w a ft ,1�►2fi1-f I'i�"r{.+ ��Ct� �`�i-F i i�/l�� Ot��fL t 5# P"'�I�'I� i '2u6e t G-' I Yen,G. j2 `1 ;�iA,TT I N�Lf�FI'1 ahl cRvPF>r� G� �o,i��D �,�-„�.>GiP, Gam► !mil iJ � REVISIONS mm�7-� BY i i I i i k, I l�• �i DRAWN CHECKED DATE SCALE JOB NO. SHEET OF 3 SHEETS,, I .i_