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HomeMy WebLinkAbout99-35P_IMPROVEMENT LOCATION PLAN PROPERTY OF TWO JS REALITY,LLC_RYE STREET��:-.� n 1, Y k . w ti4Y+#�A ni+. j�? �H',.sy.r• w._: e✓.r,... +. '+,f , �'� -' � w •'•R!+•1M, �9 •; • .AI�I�_1 pWl�,'a!'y��+�t'�VtnF{w*n�Y+'�s.^4 _ _ � .'l. • � . . 8 . Y.�. 1 _ •, ;R•��:; •I .i � r ��www. vwnirwt• ��, �r i' r �we.....r. raw.+�� ..rim► { Y � �M�'/�� w-. ' ♦ s A M.. ��.� i t* .",., i% ,� 'R ? 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C,Q.�y� �y d . # 4% s t • Q + R '.+ 4L �."3 . .• .q ¢ ash :'' I d!?'.. � •-. � i ��'j'.1yF".�'9, 'K � '..', r h 1 M.In I� ��. �... ♦ .� I _ � '�7 � ti 40 -90 r,� t ..e•i'•... .• r,��..� f rnh4,. _ .I A f\ �` � 4 � Fiv p * i r+q�t. .S , f �'�'o.,,,..� � ✓ 6 ,� k �y{'�J.i.,�j]j' ��}•., S, y. j��,i 1�+, _( - •'F I .V'V • F•'Y'�M4' • 4.r .. * , AN ,, Y�'"'.. ♦ Jam._.\ . - �: .. .. , Y f Printed fri3m TOPO! @1998 Wibdt7,ower Productions (www.topo.eom) I1�A L PLA T O',i < OF SOUTH •. o / ` lnj I@) PUDELER COPYRIGHTGIN999NG AREA PLAN scale i" = i000' ZONING REQUIREMENTS ZONE: INDUSTRIAL (1) ITEM REQUIRED EXISTING PROPOSED MIN. LOT AREA 20,000sq.ft. 43,568sq.ft. SAME MIN. LOT FRONTAGE 100 ft 141.6 ft. SAME MIN. LOT DEPTH 150 ft. 292 ft. SAME MAX. HEIGHT 2 STORIES/40' 1 STORY 2 STORIES/20' MAX. LOT COVERAGE 2,619sq.ft. 7,992sq.ft. 50% 6% 18% MAX. IMPERVIOUS 34,869sq.ft. 32,734sq.ft. 65% 80% 75% FRONT YARD 35' 68.02' SAME REAR YARD 25' 163.95' 103.33' SIDE YARD 10' 11.33' SAME S�J� wiNpS��. pa. wwci 10pT. PROPOSE RYE South D & L Caron Llc. ADDITI DN r— BEET Windsor, State of Connecticut Shepard —Poly Connecticut National BanikTr. PARKING SPACE CALCULATIONS EQUIPMENT BUSINESS MAINTENANCE PROPOSED BUILDING USES OFFICES (INDUSTRIAL) GROSS FLOOR AREA FOR USE GFA FACTOR # REQ'D BY GFA NO. SPACES REQ'D FOR USE TOTAL FOR ALL USES HAND1. SPACES REQ'D FOR TOTAL STANDARD SPACES REQ'D PROVIDED SPACES: STANDARD HANDI. TOTAL 824 5580=4000+1580 4.5/1000 S.F. 1 /700 S.F. 4 8 4 8 11 11 12 1 13 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP h IS SUBSTANTIALLY CORRECT AS NOTED HEREON, KENNETH J, UDELER, P,E,, L,S, DATE CONNECTICUT L.S, # 9653 Culbro Shepard Associates CT John L. Woodcock Jr. LOCAT ON rnLAN scale i" = zoo' _OWNER: TWO J'S REALTY, LLC 138 RYE STREET SOUTH WINDSOR, CT 06074 (860) 528-2473 APPLICANT: TWO J'S REALTY, LLC 138 RYE STREET SOUTH WINDSOR, CT 06074 (860) 528-2473 LAND SURVEYOR: KENNETH J. PUDELER PUDELER ENGINEERING 201 WEST ROAD SOUTH WINDSOR, CT 06074 (860) 610-0001 These maps and plans are Invalid without the Live signature and embossed seals of the engineer and surveyor as they may be preliminary or Incomplete working copies. CONTACT PERSON: JACK MALONEY 138 RYE STREET SOUTH WINDSOR, CT 06074 (860) 528-2473 SITE ENGINEER: KENNETH J. PUDELER PUDELER ENGINEERING 201 WEST ROAD SOUTH WINDSOR, CT 06074 (860) 610-0001 3. 06/29/99 ADD APPROVAL LETTER 2. 06/14/99 add names within 500' 1. 05/25/99 SMAL1ER ADDITION NO. DATE DESCRIPTION REVISIONS SCALE IMPROVEMENT LOCATION PLAN 1 " = 20' DRAWN PROPERTY OF R.L.S. TWO J's REALTY, LLC CHECKED K.J.P. DATE 138 RYE STREET SOUTH WINDSOR, CT 03/30/99 FILE NO. PUDELER ENGINEERING SHEET NO. 201 WEST ROAD, SOUTH WINDSOR, CT 06074 SW— PHONE (860) 610-0001 FAX. (860) 282-7726 OF 3 ' -. r r. •�a .;hr.�?:. t`e�.++�i�.-.. w taY.c '�.�v.:v�,.. i.ti- a.-*�,Ta�7 �;7:. F. "G.v ".,i ,=1t�*z«. .�,�f;:.r..."� x•.Q...,-sy�'gfP.iE'�'iy�,a.���,i w Iry �o Q _Z 0� a ) ti I / POSSIBLE EXIST. S T ( FUEL PUMPS UNDERDRA;N 5 25 C_Q_ (6" PERF. CMP) 0 r o \ EXISTING EXIST, BITUMINOUS � o MERESTbNF� PAVEMENT o N/F JEAN T. HILL /DOGWOOD POSSIBLE EXIST. EXISTING UNDERDRAIN OUTFALL `J 1 BITUMINOUS / s PIPE (6 CMP) � I �4• PAVEMENT N/F JEAN T. HILL a 40 EXISTING $0'00' �� EXISTING BUILDING 10, S Y PAVEMENTS o FLR. ELEV. 84.98 i �r Q C)/ 2 i I N 74'24.44" W i 04.,j i i I �� _ _ 3.61' m /I r f I Ile NEW 6 H f Q ? ',BLUE SPRUCE _ / 15" LE EXISTING. / . I l 4 �� �' CONCRETE.__ BITUMINOUS DUAIPSTER PAVEMENT RELOCATE MAIL BOX l / I W i 'S . PAD x ict�r RELOCATE SAW NsrA�LLk�wW�rii Noocw000 84.50 ' M. MN CURB OJT PROPOSED � J ADDITION SLOE�FLOOR LXIS?7I�tG '�► NEW g V B1i1MhNE#tl 83.5 + OUTSIDE Qry' AiopRO UGH77NG X, f0 (TYPICAL) CA nON OF Eye Sp� T Cx2o. �QQ 1 � 41 GRAVEL wA TIER S£R SCE i. � tea• /s ' j EXISTING �tO p Ily(,• i N PARKING CL&P ( BITUMINOUS ACC I / 18858 c� PAVEMENT x�. / PARCEL AREA .B. 43,568 Sq. Ft. i EX1STiNG GATE �� R04M CURB PAS BETWEEN Ni1.0002 Acres x l -- _ 84 _ \ TO REMAIN AND NEW BUILSEO,DING. I EXISTING �. 18" PINE \ `= � CH � NEW LAWN AREA. j BITUMINOUS � � BENCHMARK r - - -' ANY LAWN SPR/NKL.ER LINES F'DR � PAVEMENT ,n THIS AREA TO BE LAID UNDER Co NUT MARKED "x" ELEV. 85.74 EXISTING \ ? BITUMINOUS \ / DO G 10, PAVEMENT \ / GE S. Y EXISTING PLANT ONE NEW DOGWOOD AND BITUMINOUS 28 ONE NEW BLUE SPRUCE IN NEW PAVEMENT 292 LAWN AREA (MIN. HEIGHT 6' EA.) N/F SHEPARD—POLA, INC. I i O P COPYRIGHT DELER GIN9991NG I SURVEY NOTES 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-300b-1 THROUGH 2O-300b- 20 AND THE 'STANDARDS FOR SURVEY AND MAPS IN THE STATE OF CONNECTICUT' AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996; A THE TYPE OF SURVEY IS AN IMPROVEMENT L❑CATION, B. THE BOUNDARY DETERMINATION CATEGORY IS A INDEPENDENT RESURVEY BASED ON THE REFERENCED MAP #1, C. THE CLASS OF HORIZONTAL ACCURACY FOR THIS SURVEY IS A-2, D: THE CLASS OF VERTICAL ACCURACY FOR THIS SURVEY IS T-2, 2. THIS MAP IS COPYRIGHTED AND REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY THE COPYRIGHT ACT WITHOUT PERMISSION OF THE COPYRIGHT OWNER IS UNLAWFUL, REQUESTS FOR PERMISSION OR FURTHER INFORMATI❑N SHOULD BE ADDRESSED TO PUDELER ENGINEERING. 3. COORDINATES AND BEARING SHOWN HEREON ARE BASED UPON REFERENCE MAP #4 4. ELEVATIONS SHOWN HEREON ARE BASED ON TOWN OF SOUTH WINDSOR SEWER AS -BUILT ELEVATIONS IN RYE STREET. TOP OF FRAME MANHOLE RYE AND GEORGE STREET. ELEV. 81.14. SEE JOB SITE BENCHMARK ON GEORGE ROAD HYDRANT. ELEV, 85.74. 5. FENCE LINES AND FENCES ALONG PROPERTY LINES MAY HAVE MINOR IRREGULARITIES IN COURSES OTHER THAN PRINCIPLE COURSES SHOWN HEREON, 6, UNDERGROUND UTILITY, STRUCTURE, AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES, GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES, THESE L❑CATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITI❑NALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO PUDELER ENGINEERING. THE SIZE, LOCATION AND EXISTENCE OF ALL FEATURES MUST BE DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO ANY CONSTRUCTION, CALL BEFORE YOU DIG 1-800-922-4455, 7. NO INLAND WETLANDS OR WATERCOURSES ARE LOCATED ON THE SUBJECT PARCEL ACCORDING TO TOWN MAP, 8. SUBJECT PARCEL IS LOCATED IN FLOOD ZONE C (AREAS OF MINIMAL FLOODING) ACCORDING TO FLOOD ZONE MAPS, EXISTING BITUMINOUS PAVEMENT REFERENCE MAPS 1) PLOT PLAN, PROPOSED INDUSTRIAL PARK, PROPERTY OF, SHEPARD-POLA, INC, RYE STREET, SOUTH WINDSOR, CONNECTICUT, DATE+ 12-29-67, SCALE i' = 40'. JOB NO, 67123. SHEET 1 OF 2. MORTON S. FINE AND ASSOCIATES, SIGNED A-2 MORTON S. FINE (TOWN CLERK'S #541A). 2) ANDREWS OIL COMPANY, PLAN DEVELOPMENT, PROPERTY JEAN T. HILL, RYE STREET, SOUTH WINDSOR, CONN. , SCALE 1' = 20', DATE 3-7-79. PROJECT 78-55 BY EMIT W. LUCEK ASSOCIATES SIGNED A-2 EMIL W. LUCEK ( TOWN CLERK'S # 112A) . 3) PROPERTY OF MARTIN F. & ELLEN L. MCGRATH, RYE STREET, SOUTH WINDSOR, C❑NN, SCALE 1' = 80' , DEC., 1958, PETERSEN & HOFFMAN, ENG'RS SIGNED THEODORE A. PETERSEN & EDWARD HOFFMAN (T❑WN CLERK'S # 442-A) . 4) PHASE II JOHN FITCH INDUSTRIAL CENTER PROPERTY AT, SULLIVAN AVENUE AND RYE STREET, SOUTH WINDSOR, CONNECTICUT, SCALE 1' = 100', JANUARY 1987, REVISED NOV 17, 1987, ZONE 1. PREPARED BY LUZZI ENGINEERING & SURVEYING. SIGNED A-2 JAMES J LUZZI P. E. , L. S, ( TnWN CLERK' S # 1908A) EXIST IRON EXISTING BITUMINOW PAVEMENT GRAVEL PARKING N/F SHEPARD—POLA, INC. N/F SHEPARD—POLA, INC. LEGEND ■ EXISTING MONUMENT 0 EXISTING IRON PIN :? PROPOSED IRON PIN - -- 81- - EXISTING CONTOUR 0 10 20 40 60 I � SCALE 1"=20' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. KENNETH -1, PUIYELER, P,E,, L,S, DATE CONNECTICUT L.S. # 9653 This reap and plan are invalid without the Ilve signature and embossed seats of the engineer and surveyor as It May be a oreliminary or Incomotete working coov. 18 k 7-0-1w-n 01C S-az A U1ti uaC} c i, 540 SJLLNAN AYFNU:. • SOUTH W 4DSOR, CT 06074.2786 �eaoe• a'! M A CODE 80/644.2511 FM 8�v044-3781 CERTIFIED MAIL, June 28, 1999 Mr. Jack Maloney Two ,T's Realty, LLC 138 Rye Street_ South Windsor, CT 06074 Dear Mr. Maloney: Re: Appl #99-35P, Two J's Realty Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on June 22, 1999, to approve with modifications the above referenced application for a Sate Plan of Development. This approval is for the construction a' a 3,200 sq, ft. addition on property Ima-ed 13E Rye Street, I zone as shown on plans prepared by Pudeler Engineering, Job No. SW-16, dated 31130/99, as revised. This approvel �s subject to the following modifications: 1. Prior to commencement of any site work, a mcetirig must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town C:crk's office. 3. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. "_. Footing drains are required if the building has a basement. 5. Al plans used in vile field In• the developer must bear the stamp and authorizee signature of the Town of South Windsor. u. Engineering comaicnts of 6/9/99 must be addressed. 7, 0-utside lighting must be shielded to cnsurc lighting does not go off site; cut sheets of the typical should be provided. Black and white transparent mylars of Sheet 02 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted tc this Commission within 30 days to he stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency!Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the CDmtni.ssion, 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. Sincerely, Walter J. Mealy, Vice Chairman Planning & Zoning Com-mistsion WJM ! dl%v cc: Town Engineer Chief Building Official Assesscr Superintendent of Pollution Control Mrc Marshal NOTE: LOCATION OF EXISTING WATER SERVICE, SEPTIC SYSTEM, UNDERDRAIN, UNDERDRAIN OU TFALL AND STORM DRAINAGE STSTEM TAKEN FROM A PLAN ENTITLED: PROPOSED BUILDING AND SEWAGE DISPOSAL SYSTEM ANCHOR POST PRODUCTS, INC. OFF RYE ST., SOUTH WINDSOR, CONN. DATE: OCT. 31, 1966 SCALE: 1 "=20' DRAWN BY: JK CHECKED BY: MS JOB NO S66123A SHEET NO 1 OF 1 BY MORTON S FINE AND ASSOCIATES SIGNED AND SEALED BY MERVYN F. STRAUSS, PE & LS NO. 5733 THESE LOCATIONS HAVE NOT BEEN VERIFIED IN THE FIELD. WITH A DECREASE IN TOTAL SITE IMPERVIOUSNESS, NO DRYWELLS ARE PROPOSED FOR THE ROOF DRAINS. ROOF DRAINED ARE TO DISCHARGE ONTO THE EXISTING PAVEMENT SO AS TO MAINTAIN EXISTING SHEET FLOW PATTERNS. THE PROPOSED ADDITION OF A SINGLE NEW BATHROOM ON THE MEZZANINE LEVEL IS FOR EMPLOYEE CONVENIENCE AND A SHORTER WALK. THIS BATHROOM IS TO GRAVITY FLOW THROUGH THE EXISTING BUILDING TO THE EXISTING SEPTIC SYSTEM. NO NEW EMPLOYEES ARE ANTICIPATED. � IMPROVEMENT LOCATION PLAN PROPERTY OF WO J' S REAL Y, LLC 1K.J.P. 138 RYE STREET SOUTH WINDSOR, CT � SCALE " = 1 20' DRAWN R.L.S. CHECKED 06/29/99 ADD APPROVAL LETTER DATE 03/30/99 O6/14/99 ADD Two NOTES 05/25/99 SMALLER, ADD1110N DATE DESCRIPTION FILE NO. SW-16 PUDELER ENGINEERING 201 WEST ROAD, SOUTH WINDSOR, CT 06074 PHONE (860) 610-0001 FAX. (860) 282-7726 SHEET NO. 2 OF 3 REVISIONS • ^'4' "fe Y• -- v, 4 i 5 •� •n ! J F" .ITS. ' F i u 1 • i � ;r � , i+'e'-'�f'A •,Ry(�'�! i� '°''.i'Fi c'l��I ." a •.' r •r Y- jV, l .y ` h S t ri t .'1 T ` 1 q 4. �s- v 4 ; k y.. • a p •f S f r. 5• N. Y' 1• i pp •I '+W .r :y JJ y }+M k' Y' t q '1 t• R T 25 `CJ RELOCATE MAIL BOX I SILT FENCE OR HAY BALE EROSION CHECKS (TYP.) REL OCA TE TO EDGE OF NEW PAVEMENT JUST BEFORE INSTALLING cL&P PAVEMENT BASE. 18858 `a .B. x\ BENCHMARK ----' NUT MARKED "x" ELEV. 85.74 FLOW TRENCH CUT- 6" TO 8' DEEP 6" TO 8" WIDE FILTER FABRIC -- FOLD FABRIC UP BOTTOM OF 2/2 FUEL PUMPS 0 ESTONE� rr � /DOGWOOD (9 to U`zc1C) l / /15" LE l l� l IBLUE SPRUCE / �' / Q �= / RELOCA TE A SAW CSfGNINSTALL � ?m6T EX A4x NEW 6' H (IsTrwW / DOGWOOD C� M. CURB C.UT 3� z ! 83.5 g � APARO x. QOCA INc nON OF SON EXIST C 1000, ATER SER�C 1 NANa 1Q E �?0 BITUMINOUS - PAVEMENT EXISTING GATE -- -84- TO REMAIN 18" PINE 1. SET POSTS AND EXCAVATE A 6" X 6" TRENCH, SET POST DOWNSLOPE. 00, 2"X4"X5' STAKES DRIVEN INTO GRADE 12" MIN., SET 8' TO 10' APART, AND CANTED 10' INTO SLOPE 3. ATTACH FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT INTO THE TRENCH 8". j i DRAINAGEWAY i A a U I I I Q ,o I P I III I PLAN I WIRF FFNCI.NG COMPACTED BACKFILL-\ 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. ELEVATION POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' 117; ,a,' ;4,e i x'�.. t.' ..k'i• s' ,f .+ TA. �-. ti fi" f, : - Lid ' J•''�, s, �''-, ti .i 1. y-- ,y .. .. - � -,, F,, , .. .. •.. •, : w _ ,''lam',. :A:.'e� a 'r fir. ,-i,. :n PUD L . ,. .. ":. >• ;x.. .,1` r•. ram;;;:; 1 E ER ENGINEERING ,• r� _ s v' O COPYRIGHT 1999 -'i4�- i.t ti.,+' ,iY>« •a. 1''. µ[.ol'.F" j.;., It t ' - t tv c�y1, .' f ' I -'` r • l � ��- � y,•„AF y . , SEPTIC SYSTEM' • ..,, NOTE: LOCATION OF EXISTING WATER SERVICE, , ?� •`.� ., UNDERDRAIN, UNDERDRAIN OUTFALL AND STORM DRAINAGE <, '•'as ` �{ • ?+i t -a t e a trr i 1 :j� �i STSTEM TAKEN FROM A PLAN ENTITLED: PROPOSED BUILDING AND SEWAGE DISPOSAL SYSTEM ANCHOR POST PRODUCTS, x♦E ►I * F':�{�� F� INC. OFF RYE ST., SOUTH WINDSOR, CONN. DATE: OCT. 31, 1966 SCALE: 1 °=20' DRAWN BY: JK CHECKED BY: MS JOB N NO S66123A SHEET NO 1 OF 1 BY MORTON S FINE AND .' ASSOCIATES SIGNED AND SEALED BY MERVYN F. STRAUSS, PE ` POSSIBLE EXIST. & LS NO. 5733 EROSION & SEDIMENTATION CONTROL PLAN �.k UNDERDRAIN THESE LOCATIONS HAVE NOT BEEN VERIFIED IN THE FIELD. IN ORDER TO PREVENT ENVIRONMENTAL DAMAGE TO NEARBY AREAS, DEVELOPMENT OF THIS SITE FI•,'; ,-'t°.,�• (6" PERE CMP) SHALL COMPLY WITH PUBLIC ACT 83-388 AND SECTION 8.1.6 OF THE TOWN OF SOUTH WINDSOR ZONING REGULATIONS. THE DEVELOPER SHALL COMPLY WITH THE PROCEDURES AND CONTROL MEASURES DETAILED IN CHAPTERS 6 AND 7 OF THE CONNECTICUT GUIDELINES FOR SOIL' EROSION AND SEDIMENT CONTROL. SPECIFICALLY, A MINIMUM AREA SHALL BE DISTURBED - a AT ANY ONE TIME AND DISTURBED AREAS SHALL BE RETURNED TO PERMANENT VEGETATIVE COVER BITUMINOUS = AS SOON AS POSSIBLE. NO DEWATERING DISCHARGE SHALL BE ALLOWED TO GO DIRECTLY TO lk'« PAVEMENT WETLANDS OR TO THE STREET DRAINS WITHOUT FIRST BEING TREATED FOR SEDIMENT REMOVAL ' CO ALL PROTECTIVE MEASURES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREAS HAVE BEEN s rr N / F JEAN T . HILL STABILIZED BY VEGETATIVE COVER. TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITES, TURBID SURFACE RUNOFF SHALL BE DIVERTED THROUGH TEMPORARY STAKED HAYBALES OR SILT FENCES. TEMPORARY STAKED HAYBALES OR SILT FENCES SHALL BE PLACED DOWNGRADE FROM THE SOIL DISTURBING ACTIVITIES, THUS, SURFACE FLOWS WILL BE DISPERSED THROUGH AND FILTERED BY THE LINE >:' POSSIBLE EXIST. BEING TURNED UPHILL TO PREVENT END -CUTTING. IF IT IS NOT POSSIBLE TO SET THE LINE ON -' UNDERDRAIN OUTFACE CONTOUR, IT SHOULD HAVE "WINGS" AT INTERVALS NO GREATER THAN 150 FEET TO INTERRUPT 1 t FLOWS PARALLEL TO THE LINES. UNDISTURBED VEGETATIVE STRIPS (35 FEET MINIMUM WIDTH) BITUMINOUS PIPE (6" CMP) MAY ALSO BE USED AS RUNOFF FILTER AREAS PER THE DIRECTION OF THE ENVIRONMENTAL S 74• PAVEMENT SUPERVISOR. q 2444" F N/F JEAN T. HILL EROSION & SEDIMENT CONTROL NOTES ;4 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED N / F SHEPARD - P 0 LA, WITH THE STANDARDS AND SPECIFICATIONS OF THE BITUMINOUS "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE EXISTING BUILDING �I 10' S Y ` PAVEMENT CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION. FLR. ELEV. 84.98 - N 74.24'44" w 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR / 3.61' TO CONSTRUCTION. SEE CONSTRUCTION SCHEDULES. 3. LAND DISTURBANCE SHALL BE KEPT TO A MINIMUM; RESTABILIZATION j `- -� SHALL BE SCHEDULED AS SOON AS PRACTICAL. EXIST. 4. SEEDING MIXTURE FOR FINISHED GRASSED AREAS SHALL BE AS FOLLOWS: k CONCRETE BITUMINOUS / - IRON KENTUCKY BLUEGRASS 457, CREEPING RED FESCUE 4576, PERENNIAL RYE CONCRETE PAVEMENT '' IPE 3` GRASS 10T.. SEED TO BE APPLIED AT A RATE OF 3-5 LBS / 1000 SQ. FT. SV� 4 PAD / �T BITUMINOUS �� PLANTING SEASONS SHALL BE APRIL 1 TO JUNE 1 AND AUGUST 15 TO OCTOBER 15. r , j PAVEMENT 5. AREAS TO BE LEFT BARE MORE THAN 30 DAYS BEFORE FINISHED GRADING 84.50 / / AND SEEDING IS ACHIEVED SHALL RECEIVE A TEMPORARY SEEDING OF PERENNIAL RYEGRASS APPLIED AT A RATE OF 3 LBS./1000 SQ. FT. AT A DEPTH OF 1/2 INCH. LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS / / MAGNESIUM OXIDE) SHALL BE APPLIED AS SEEDBED PREPARATION AT A -PROPOSED / j RATE OF 90 LBS./1000 SQ. FT. PLANTING SEASONS SHALL BE 4os x 80' SLOP. / �% MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1. - Flo , ,� 6. AREAS TO BE LEFT BARE MORE THAN 30 DAYS BEFORE FINISHED GRADING ADDI TIOI YA` '�,',•.�R NEW / r AND SEEDING OUTSIDE OF PLANTING SEASONS SHALL RECEIVE AN AIR- / % DRIED WOOD CHIP MULCH, FREE OF COARSE MATTER, TREATED WITH 12 �31 Eti f�7ttN�3t}S OUTSIDE pf�V1 ME1VT $3'5 + LIGHTING ��� LBS. NITROGEN PER TON, APPLIED AT A RATE OF 185-275 LBS,/1000 (TYP/CAL j- / �' SQ. FT. 7. HAYBALES AND/OR FABRIC FILTERS (SILT FENCE) SHALL BE INSTALLED / THE TOE OF ALL CUT AND FILL SLOPES. CAR 8. CATCH BASINS SHALL BE PROTECTED WITH HAY BALE FILTERS P �' 40 THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED IHG N AREAS ARE THOROUGHLY STABILIZED. s ��� � PARCEL AREA i !� rND 0' / ` 9. HAYBALES SHALL BE USED AS A TEMPORARY MEASURE WHERE CONTROL 43,568 Sq. Ft. I \ MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS AND REMOVE EXISTING CURB l 1.0002 Acres / ' \ WHERE THE SLOPE IS MORE THAN 150 FEET UPGRADE OF THE BARRIER PAVEMENT BETWEEN SIDEWALK l \ FILTER FABRIC SHALL BE USED. AND NEW BUILDING. TOPSOIL, 1 GRADE' SEED' FFRTIUZE t I BITUMINOUS 10. ALL CONTROL MEASURES SHALL BE MAINTAINED OR REPLACED DURING MULCH FOR NEW LAWN AREA. :t cp THE CONSTRUCTION PERIOD, AS NECESSARY OR ORDERED BY THE TOWN. ANY LAWN SPRINKLER LINES FOR PAVEMENT h THIS AREA TO BE LAID UNDER `\ c� O�` \` 11. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED DURING THE NEW RAMP I` CONSTRUCTION PERIOD IF REQUIRED, AS NECESSARY OR ORDERED BY THE TOWN. , \ / OP ' BITUMINOUS I 12. 100 FEET OF SILT FENCE AND AN APPROPRIATE NUMBER OF STAKES D ...I OG \ }• I SHALL BE MAINTAINED ON SITE FOR USE IN EROSION CONTROL. ,' j _ '♦ rx , CAGE S. WHEN THE SUPPLY IS DEPLETED TO 50 FEET, THE SUPPLY SHALL BE REPLENISHED SO, THAT WHENEVER NECESSARY, ADDITIONAL : a ;� EROSION CONTROLS CAN BE CONSTRUCTED IN THE FIELD. = s N / 13• SEDIMENT REMOVED FROM CONTROL STRUCTURES SHALL BE DISPOSED O.F�{� 29 Ze /2„ It' IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN '!f 41 2.44' i s 14. STOCKPILES LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED "F"ai WITH TEMPORARY VEGETATIVE COVER OR MULCH.,,,,, ► '' N/F SHEPARD-POLA, INC. 15, STOCKPILE SIDE SLOPES SHALL NOT EXCEED 2:1. �,,, :y ;.,;R N/F SHEPARD-POLA, INC. \ I4. �,, 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND 4" DEEP AND THE WIDTH OF A STRAW BALE. TRENCH (WIDTH OF BALE) l ',' 1',1 i El ❑ r EROSION THROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL ` SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON rr 1 a •,f t EXPOSED SOILS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A ��\ \ NUISANCE TO NEIGHBORING PROPERTY OWNERS, AND TO PREVENT A _ HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 17. TWO J'S REALTY, L.L.C. OR A REPRESENTATIVE OF THE DEVELOPER WILL BE " �^ ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THE EROSION AND SEDIMENTATION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL C2>2'X2' STAKES PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS nR RFAAR EACH BALE AND OBJECTIVES OF THE PLANS AND NOTIFYING THE PROPER TOWN lr� AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. TWO J'S REALTY, L.L.C. 1 ,-STRAW BALE SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND 2. PLACE AND STAKE STRAW BALES, TWO I I 1 STAKES PER BALE. I I 11 1 I' IL- 2-2"X2"X3' STAKES OR REBAR EACH BALE 1---3" BUTT BALES FIRMLY TOGETHER AND WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER I 3 I E O LL_ r r ! r Cl ❑ I❑} bI ,p Q, I❑, ,❑ ! I I ` [I El' a 1 E BOTTOM OF _ I DRAINAGE WAY I I A PLAN B Fl!'/ SECTION 4. BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. SEDIMENT CONTROL PLANS IF THE TITLE TO THE LAND IS TRANSFERRED. 18. DURING CONSTRUCTION, THE DEVELOPER OR ITS REPRESENTATIVE WILL BE ON THE SITE AND BE FAMILIAR WITH THESE REQUIREMENTS BINDING WIRE AND WILL BE RESPONSIBLE FOR IMPLEMENTING THEM. OR TWINE THE PHONE NUMBER OF THE DEVELOPER OR ITS REPRESENTATIVE WILL BE GIVEN TO THE ZONING AGENT PRIOR TO START OF CONSTRUCTION. y . 19. CONSTRUCTION WILL COMMENCE ON OR ABOUT MAY, 1999 AND BE COMPLETED ON OR ABOUT NOVEMBER, 2000. ` ✓ BALE NOTES: A 1. HAY BALES SHALL BE MAINTAINED AND/OR REPLACED R AS REQUIRED OR AS DIRECTED BY THE ENGINEER. 2. PLACE HAY BALES SUCH THAT TWINE OR BINDING WIRE IS PARALLEL TO THE EXISTING GROUND. POINTS "A" SHOULD BE HIGHER IN ELEVATION THAN POINTS "B". SILT FENCE HAY BALE EROSION CHECK 0 10 20 40 60 SCALE rr 1"=20' SCALE EROSION & SEDIMENTATION 1" = 20' This plan Is Invalid CONTROL PLAN DRAWN without a live signature and embossed seaL as It may be o preliminary or P P O P F P TV 0 7P R.L.S. Incnmolete worklno coot'. 1 1 V V 1 xj 1 V i l V 1 CHECKED TWO J's REALTY, LLC K.J.P. DATE 1. 05/25/98 SIAALLER ADDITION 138 RYE STREET SOUTH WINDSOR, CT 03/30/99 KENNETH J, LER, P.E,, L,S, DATE NO. DATE DESCRIPTION FILE NO. PUDELER ENGINEERING SHEET NO. CONNECTICUT L,S. # 9653 REVISIONS SW-16 201 WEST ROAD, SOUTH WINDSOR, CT 06074 3 OF 3 PHONE (860) 610-0001 FAX. (860) 282-7726 � - i --,,, ", . 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