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HomeMy WebLinkAboutPlan 89-59P Metal Testing Co Site Plan f As wIND5 R Y4� /,. - KEY MAP INDEX Address / No. pier 1648 Main St. & Elizabeth ' �, -, � �" i • 1 Addington, LinwoodInc. 40 01d parish Dr. O 2 Souffard, Joseph M• ' 32 Old parish Dr. 3 Myette, Robert & Joanne 18 Old parish Dr. r � d Joseph & Lucille ? I3ouffar , 6 Old parish Dr.. 4 „arrNrkaN takow, Wasyl & Sharon 0 Sandra Dr. �awaROS C£At �� �� �� ' �i 5 Szes _ 5 r�! �� �-+r ��r+ 2 6 Charf�onneau, Andre Lot 40 Sandra Dr. ' Charbonneau, Andre - Lot 24 Sandra Dr. 7 Ji> I 9 8 Charbonneau, Andre - Lot 8 14 Sandra Dr. g Charbonneau, Andre - Lot 9 Main St. �� I ! `-f 10 Bouffard, Joseph & Lucille 66 Kimberly Dr. / 3Rd,x F - Lot 11 Il Ciiarbonneau, Andre _ 44 Kimberly Dr- eau Andre Lot 12 rl Dr. 8 12 Charbonn ► _ 4 75 Kimbe y 13 Charbonneau, Andre Lot 55 Sandra Dr. 4 14 Charbonnc, Andre ^ Lot 5 55 Kimberly Dr. s �rARY 1 2 15 Charbomeau, Andre �t 3 1449 John Fitch Blvd. �ATEM l6 Third Generation Realty III 23 Kimberly Dr. 1 Andre - Lot 2 r/f �/ ' 7 17 Charbonneau, ............ 13C1 / _ cat � r• 15 ()OK f, 1416 SITE LOCHS SCALE: 1 INCH = 1000 FEET KEY MAP SCALE: 1 INCH = 200 FEET OR DF pREPARE IV. rr AT C Tk 7:A ANN ZONING DATA BLOCK ARCHITECTS) GEATERAL CONTRA ZONE. IP . INDUSTRIAL PA RK =; PROVIDED NS) `�3 REQUIRED INFER ASON " G BULL//�� O A ``"` 40 000 SQ. FT. 60,084.9 SQ. FT. Lri�� � � LOT AREAODL� 2 1 .38 MANCHESTER� STORLES esign CONNECTICUT r� r�. MAX. 19 r 'I 40 FT. 21 FT.essionais, �� , . . j�..1 �" HEIGHT rof 3 � h W Inds°��;�ss�oCt ® t. 15.9% S°� Zorim� Cam ® ENGINEERS • PLANNERS • SURVEYORS � ,, MAX. COVERAGE 40% Pxann'�" CIVIL r.�� SOUTH WINDSOR, CONNECTICUT (BUILDINGS) 1170 ELLINGTON ROAD MAX. COVERAGE 55% 38.0% it, � �� DESCRIPTION . �t� ) (IMPERVIOUS) MIN. SHEET NUMBER 7�� 5 FRONT YARD 50 FT. 58 FT. SIDE YARD 10 FT. 35 FT. MIN. 1 OF 4 COVER SHEET _ • � y OWNER/APPTilCANT: SITE PLAN ROBERT AND Ll NDA DELISLE - 2 OF 4 570 SULLIVAN AVENUE 3 OF 4 GRADING/S & E SHEET SOUTH WINDSOR, CT 06074 , DETAIL SHEET 289--8225 4 of 4 } rr"� J R /ffy t, south `&ndAot o ? SOUTH WINOSOR,CONN.06074 u 1540 SULLIVAN AVENUE 6q q.2511 AREA CODE 203/ September 22, 1989 R == 55.00' L = 109.70' N/ Linda Deligle S 26.52'17" W A ^ W17 /y///�-� V/f�(�J1 t /'t C � �GV{[.. W/ ��� W U�V V Robert & . `� B O UFFA.RD s. _ �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR.CONN.OS074 570 Sullivan Avenue 7•87' '44•u..r�"i AREA CODE 203/644.2511 south Windsor, CT Dear Mr. & Mrs. D@lisle: -- ,� ?.6 October 1989 `� P Re: Application f89-59P Metals Testing Company •.� R� . 1999 meeting, the Inland Wetlands \� LAND TO 9E DEEDED TO RECORD OWNER UPON 5 At the September 18,commission a roved with modifications REMOVAL OF CUL—DE—SAC TURNAROUND AREA De Peter Professionals, NOV � i41tI Agency/conservation CnIW Permit for file construction of an ° OUTSIDE OF THE NORMAL 5O- RIGHT OF WAY. Design Ellington Roads, Inc. Application t184-59P - IFJA/Cc p Kimberly Delve, � 1l70 Ellington Road DCSifJI PADICiSt{1�iP,! Il,r, industrial building on property located at Lot sho#10wn F / j South Windsor, CT D6074 ns resubdivision of Andre Charbonneau, IP zone a21HIT1989nandlreevised °`` prepared by Design Professionals, dated July September 14, 1989 Dear Mr.. Os7dal7ie: ' p = 51'19'04" '� EXISTING TREES AND FOLIAGE TO REMAIN 1, Clack and whitabovansparficatianse of togetl erswlth 13 otw4 and N4 R = 25*19' S 22 WHERE POSSIBLE APP1• Lot#09 10P, Metals Testing Site Plan \ Lot 10, Kimberly Drive f '`S " We are pleased to advise that the Planning and Zoning Commission of 4 with tile ` voted on October 24, 1909 to approve the above-referenced site blueprint copies of the entire set of planer must be �(. = 12.01' plan of development in accordance with Drawings 91 - 4 of 4 dated submitted to this COMM ission to be stamped and aignr. L .== 22.39' 7/21/89 {rev. 8/8/89} prepared by Design Professionals, Inc., .Job 'Phis must be completed within 65 days of approval prior to any construction activity on the site. No. 89-413, and with the following modifications: 21 Construction activities shall be subject to the approval of . . . . . . . . .�1 %11 t��, i. Prior to commencement of any site work, a meeting must he the Town Engineer. �' lication shall indemnify and hold harmless the 'Town •J Q�.� held with Town Staff. , 3. The a pp No building permits will be issued until thefinal mylars of South Windsor Against any liability which "light result . ' ' ' . . . _ _ \ have been filed in the Town Clerk's Office. from the proposed operation or use. TI" /• ° 3. This application is subject to the conditions of approval We recUnune:lu a bond in the amount of 5§5000.uo to be ; '� l and Zoning Commissi submitted to Panning on to ensure O of the Inland wetlands Agency/Conservation Commission, 0. compliance with the Erosion and Se Control Q3 10'. klGH STOCKADE FENCE / o` including a bond in the amount of $5,000. Measures. Q (� -1 or X 12, DUMPSTER• PADas-built ' hall expire on 24' 4• Certificate tificate plan is required prior to issuance of a 5, ! Tile permit is valid for one year and P ` Regulations of Occupancy per Section 4.l3.10 of the Zoning September 181... 1990• Regulations. 5. Footing drains are required if the building has a basement. All approvals required must be obtained and submitted prior 'sue BCLC(typ / 6. PP 10' )c 7�0' STORAGE R OM / 6. A landscape bond In the amount of $5,000 is required and. to.any activity on the site. ! � � 3' DOOR 1p• 6 Ht�H�CONCRE BERM 7 A contact person shall be identified directly on the plans. 10' WIDE v' must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the g, Stumps must be wnodchipped if possible. The remaining / OE OO stamp and authorized signature of the Town of South pieces of stumps are to be removed from ties site_ 9 0.00`00" .� "� / Windsor. V 2 8. Storm water drainage arrows showing direction of flow are g, Existing stockpile must be removed prior to con=traction. R = 25.00' l y (}yP) _ / , rV needed on plans. 30. Department of Environmental Protection approval required. T 25 p0' / 9. The size and type of pipe and inverts at building and L = 39.27' > u. a' DDeR / / roo N �- manhole are required for sanitary laterals. / Clack and white transparent mylars of Sheet #2 with the above / modifications, together with three blueprint copies of the entire I1f 0j LOT 1 0 �„ set of plans, must be submitted to this Commission within 30 days �J / PROPOSED ROW OF to be stamped and signed. The letters of approval of this V . HEMLOCK 2"3'HIGH Commission, as well as the Inland Wetlands Agency/Conservation Very truly yours, LIGFIT(iyp•) tatr� /4 ?' PLANTING SCHEDULE Commission, must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be MAW OURM returned to you for filing .in the Office of the Town Clerk. J" mes Lombardi, Acting rChairman ! ^ _ # / �� Inland Wetlands Agency/ ' �1~`' PROPOSED BUILDING / /�j After arthese lams a cn Conservation Commission !' © sI amaloeu�lt s 1»=I!! filing plans, P)' of the receipt must be submitted 9550 Sq.Ft. 1 0 s Laac x xc�r to the Planning Department. $5 �w 4 1r tr Very truly yours, JL/pmm ' \ LQT 11 Iazzet cc: Jerry C. ta, Town Engineer r y .f j 2 PLANNING AND ZONING COMMISSION Marcia A.13anacll, Director of Planning (_/11 a,} \ / %O x z� John R. Collins, Commissioning Official ! - Planning & Zoning `�� Design Professionals G� S�' / N 1 w 111f}E 6/tpi • C-E IIavld [J. Sorenson Vice Chairman p -� RQ'y/p� EXISTING TREES AND FOLIAGE TO REMAIN cc: Inland wetlands Agency/Conservation Commission / WHERE POSSIBLE a sl:n wreE so a-e ` S 7'43 M. Collins Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer 80 YRR GROUND CO F. Shaw, Supt. of Pollution Control E. Belleville, Assessor RED BRICK CHIPS W. Lanning, Fire Marshal - No- I Registrar of Voters 860 39'• 07" E Engineer Al j//� ti6.92 Applicant C PZC File ATER EASEMENT �co o © = 19.58'47 DRIVE R = 351.15' T = 61.85' L = 122.45' ----- _, p = 180 12' 25" [I --------�.. R = 351-15 ' T = 56.27' L = Ill. 58' REFERENCE MAP: 1. "RESUBDIVISION PROPERTY OF ANDRE' CHARBONNEAU, SOUTH WINDSOR, CONNECTICUT, OWNER DEVELOPER ANDRE' L. CHARBONNEAU AND ANDRE' K. CHARBONNEAU, 125 EDWIN ROAD IN SOUTH WINDSOR, CONNECTICUT, PHONE 528-7551 BY PALMBERG LEGEND AND RUSSO, LAND SURVEYORS AND PROFESSIONAL ENGINEERS, 0 IRON PIN TO BE SET 15 BARBER POND ROAD, BLOOMFIELD, CONNECTICUT, 242---2775. PARKING SCHEDULE • EXISTING IRON PIN BY LM, SCALE 1"= 40', DATE 4-13-87, SHEET 3, 6, AND 7 REQUIRED OFFICE: EXISTING CATCH BASIN AND PIPE OF 11, CHECKED BY WP, NO. 86138. 1 SPACE / 125 S.F. PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE INDUSTRIAL: EXISTING SANITARY MANHOLE AND PIPE 1 SPACE / 2 EMP. __ __ EXISTING WATER MAIN AND HYDRANT 1 ,500 S.F. / 125 = 12 SPACES 13 EMPLOYEES / 2 = 7 SPACES PROPOSED WATER MAIN AND HYDRANT OWNER/AP PLICANT: TOTAL = 19 SPACES 2$7.3 EXISTING SPOT GRADE ROBER`IT AND LI.NDA DELISLE PROVIDE 22 SPACES EXISTING CONTOUR AND ELEVATION 570 SULLIVAN AVENUE 1 HANDICAP SPACE 30o PROPOSED CONTOUR AND ELEVATION � EXISTING UTILITY POLE SOUTH WINDSOR, CT06074 LIMITS OF INLAND WETLANDS 2 8 9-8 2 2 5 LIGHT POLE I rim (203) 291-8755 MAP PREPARED FOR DRAWING 'T�Ir SHEET R _ �-<X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS I HEREBY DECLARE,THAT-THIS MAP IS SUBSTANTIALLY CORRECT, THIS MAP ■ LANDSCAPE AND LOCATIONS AS SHOWN ARE BASED ON BEST I 8-8_89 q0{,NOTES AND BUSHES ST AND SURVEY WERE.PREPARED IN ACCORDANCE WITH THE STANDARDS OF A GRAPHIC SCALE a sign METALS T E S TING � ❑N1 P A N Y SITE PLAN 2 m AVAILABLE INFORMATION. ALL E?aSTING UTILITIES CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR 40 0 20 40 sa wW SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 J0-25-89 IWA/CC & PLANNING COMMENTS ST SURVEYS AND MAPS IN THE,STATE OF CONNECIIClIT" AS PREPARED AND rof essionals, Inc. ,,,,,■, -tJ - - - - -�� DRAWN Br.• DA/CSS Boa No.: 89-411 a 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD ADOPTED BY THE CONNECTICUT A sOCIATION OF LAND SURVEYORS, INC., ON p -_ ___: KIMBERLY DRIVE 0 SURVEYOR PRIOR TO SE ER 13, 984�EFFEC ANUARY 1, 1987. ( IN 7= ® DATE 7 21-89 �. BY A LICENSED LAN CHECKED BY.' CONSTRUCTION. '7--7-J-8C4 12882 1 inch = 40 ft civil engineers • planners • surveyors SOUTH WTNDSeR CONNECTICUT 3. THIS PLAN IS INVALID UNLESS IT BEARS THE S RVEYOR'S SIGNATURE- DATE UC. NO. 1170 ellington road (route 30), south Windsor, Connecticut 06074 ? DRAWING NO.: rJ• aRIIU//% 89413 IMPRESSION SEAL AND ORIGINAL SIGNATURE DESCRIP 7JON BY OF THE PROFESSIONAL ENGINEER/SURVEYOR.NO. DATE i i NONNIE i �. N/F BOUFFARD 7s SMH 1 �Q 74 f TF= 71.59 FL=58.63 / 72 / p / 1 78 i EXISTING TREES AND FOLIAGE TO REMAIN, WHERE SSIB EE r ` ECB-4 TF= 70.40 FL= 66.58 IN FL= 65.80 OUT / // 1 ` 80 (MIT OF INLAND WETLANDS ` C MARK ECB-5 / // / ' TOP OF BROWNSTONE TF= 70.37 / // n�a I 82 MONUMENT. FL= 65.3 O S. / 7 .i - -� O� ELEV. = 84.16 FL= 65.3a OUT � �A s a 0, / 9t, i NC p �� s 7 - q�*o� 1 11 TOP OF CONCRETE / // !! i MONUMENT. ' \ ' ELEV. - 71.41 / / Root / g 0,q9 70 "' CONSTRUCTION ENTRANCES % / /// / �,�o xR'r� I s , �. ( SEE DETAIL %4/4 } c, -84 EXISTING SOIL STOCKPILE AREA TO BE REMOVED BY SU6DIVIDER Ec$-1 / / a �� o� f LO �/ �I �R�,,� PRIOR TO SITE DEVELOPMENT. l LOT TF= 68.56 / // . / ��? I 4° ` T , � I((r Rgiy FL= 64.47 rA�' slaH 2 PR POSED BUflt� �1� 1, E , , e75'6 FL= 57.38 it/// / / `\FF = 76.0 1 {r It " I , i I ! 1! N /F to 2 ; 114, LOT 11 ECB-3 / / 42 LF- RC S '1f TF= 68.18 FL= 63.33 IN '/ // /�d S => �� EXIST G TREES A D FOLIAGE FL= 63.i 3 IN 30 TO REMAIN WHERE POSSIBLE. .� // wh� - FL= 62.83 OUT6�> sGa9c ��p�,4 \ ':• r - 8 TEMPORARY 901E STOCKPILE AREA, IF NEEDED. 4 -�/ ;�? 1 y S=O. RCP N ` �„ ER LATERALS '•.�•• �.�r�?��'•� 80 SMW 3 68 / �� � _ L. PRECAST HOLDING TANK TF= 68.15 FL= 57.05 // �Y R� -:`'; �SAMPENG TANK PROPOSED 501TARY MEIN HOLE .. ' _ T.F.;74.Ot ECB-2 '��. - CONCRETE SIDEWALK FL-71.8 TF= 68.3a BY OTHERS (4') 68 FL= 63.77 IN - FL= 63.60 OUT O �� �� ~� 70 '�"`..----•-..,.�,.,,� TF=68.9 RIVE FL=64.9 TF=69.2 �j 4 FL=65.3 ENC ARK 70 t7 TOP OF CONCRETE MONUMENT. ELEV. = 71.o0 SMH-3 TF= 71.24 FL= 58.42 GENERAL NOTES 1. PARCEL NOT LOCATED IN 100 YEAR FLOOD ZONE PER FLOOD INSURANCE RATE MAPS. 2. INLAND WETLAND BOUNDARIES WERE FIELD DELINEATED BY EARL E. BEEBE, CSS, JUNE 26, 1989. 3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF SOUTH WINDSOR. 4. FIELD CHANGES TO HAVE PRIOR APPROVAL OF THE TOWN BUILDING AND/OR ENGINEERING DEPARTMENT. 5. ALL PAVED AREAS TO HAVE BITUMINUOUS CONCRETE LIP CURBING (SCLC). 6. CONTRACTOR TO NOTIFY BUILDING DEPARTMENT AS TO BUILDING SCHEDULE SO THAT INSPECTION MAY BE PROVIDED. 7. SEE PLANS BY ARCHITECT FOR BUILDING DETAILS. LEGEND 0 IRON PIN TO BE SET EXISTING IRON PIN EXISTING CATCH BASIN AND PIPE =� PROPOSED CATCH BASIN AND PIPE =� PROPOSED STORM MANHOLE ` - - - EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT PROPOSED WATER MAIN AND HYDRANT 287.3 EXISTING SPOT GRADE - -300- - EXISTING CONTOUR AND ELEVATION OWNER/APPLICANT: 30o PROPOSED CONTOUR AND ELEVATION ROBERT AND LI.NDA DELISLE EXISTING UTILITY POLE 570 SULLIVAN AVENUE LIMITS OF INLAND WETLANDS SOUTH LIGHT POLE WINDSOR, CT 06074 289-8225 a r c• r•O•e j 1. UNLESS OTHERWISE NOTED, EXISTING UTIIJTY LOCATIONS AS SHOWN ARE BASED ON BEST REVISIONS _�•rti/' AVAILABLE INFORMATION. ALL EXISTING UTILITIES "'!� I 8-$-89 ADD ROOF LEADERS ST m SHOULp BE FIELD VERIFIED PRIOR TO CONSTRUCTION. {203) 291-8755 f° 2 8-31-89 ADDB E NOTES a-`" z ALL CEN SED ARE TO V STAKED IN THE FIELD sT GRAPHIC SC MAP PREPARED FOR Q 3 l0-25_gs 1W/CC' & PLANNING COiVIMiSrON ' R RAWING TITLE SHEET BY A LICENSED LAND SURVEYOR PRIOR TO ST ��' 3.CONSTRUCTION. 0 20 so gE GRADING, UTILITY IMPRESSION THIS PLAN IS INVALID UNLESS IT BEARS THE ■ METALS S TESTING CD IMPRESSION SEAL AND ORIGINAL SIGNATURE inc,c■ � N AND E & S PLAN _ OF THE PROFESSIONAL ENGINEER/SURVEYOR_ NO. DATE { IN PEST ) fprofessionals,DESCRIPTION gyKIMBERLY DRIVE DRAWN BYC DA SS 3 1 inch = 40 ft. r �civil engineers • planners surveyors JOB NO.: 89-413 1170 eilington rood (route 30), south Windsor, cannecticut 06074 SOUTH WINDSaR, CONNECTICUT CHECKED BY. DATE.- 7-21-89 DRAWING ND.: d onnu//i 89413 UVI 1 i 1. Set posts and 2. Staple the wire s I excavate a 6"x6" mesh fencing he post. - 12. upslope from posts. 11A QU Angle posts Wire I 9" 5* ustablity POST Fencing NOTES- R�2" z 6" CT D.A.T. 2" STONE TO BE PLACED and self- END OF PIPE SHALL BE CUT FLUSH OVER FILTER FABRIC MATERIAL cleaning. 95' "Ti.., INSIDE WALL OF CATCH BASIN 12" Min. ANC ALL PIPES SHALL EXTEND TO SEE SEDIMENT AND EROSION INSIDE WALLS OF CATCH BASIN. '`I �� L SHEET FOR PAVEMENT WIDTHS -� - j t ll _ m z. RED BRICK !S NOT TO BE USED. 6" t� 1" '11--I C l l I I �1 i� `i 1�1 UNITS ARE TO @E I 48' -1 t I 3. WHERE CONCRETE OWED USA CORBELLING WILL BE ALL I AT A MAXIMUM OF i" PER BLOCK ON �n LA-;7 3 COURSE, TURN TOP COURSE -- " `�I J= FRtiNT AND SIDE ONLY- CZ 4 TOPSOIL & SEED 4. LAMER RUNGS SHALL BE PROVIDEDa IN CATCH OF STRUCTUREINE WHEN XCEEDS TOTAL L DEPTH EDGE OF PAVEMENT Q THRU STREET 3. Attach flier fabric to 4. Backfill the trench the wire fencing and extend and compact the it into the trench. ANTI-TRACKING APRON excavated soil. AN VIEW � 1" BITUMINOUS CONCRETE CLASS it SURFACE COURSE ' PLAN not � �,,, Filter l l 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE Fabric 0 6" PROCESSED STONE BASE I Compacted l 4._8 3/4" --'"^� @ackflt " SUBBASE 1,_Z ® 6" PROCESSED GRAVEL AND ' '-8 3 4" 1' _ , BITUMINOUS CURB A =CiC-1 l 111f1 �I- ll� _ 1 2 a s SS--SECTION w --- 1 -1 3/8 _ 1- 3 5/s PAVEMENT C R 0 -1 �¢_ o SEDIMENTATION AND EROSION CONTROL NOTES �'`��11--j I r w 7C N I I Description �, °0 Project Nin 0 -A The project is located at the intersection of Sandra Drive and Z 0 Kimberly Drive, South Windsor, CT. CONSTRUCTION OF SYNTHETIC FILTER BARRIER �0 40 proposed development consists of the construction of an "- iu N The propos p a CLASS 'G' CONC. 9,550 s.f. building, parking and appurtenances. OR PRECAST CONC. w BLOCK Operations and Maintenance p 1. All erosion control measures will be constructed in accordance s" 3'-0" CLASS 'C' CONC_ 41-01 5,_4, ® with the "Guidelines For Soil Erosion and Sediment Control" b the Connecticut Council on Soil and Water Conservation. '-�" Y 2. ybales as Shawn to be butted tightly end to end and staked Ha SECTION A--A in place using two 2" x 2" x 36�� g Y wooden stakes per bale. SECTION B--B 3. All erosion control measures are to be maintained or replaced 9 ® g Storm Sewer Structure I _ during construction as necessary. u ^{ �'f 4. Contractor is responsible for implementation of all sedimentation C CATCH l B AS I V , ; > and erosion control measures shown on these plans. This TYPE \� 1 not to scale responsibility includes implementation as well as maintenance. r ` proposed changes to this plan must be approved by the Any p P a 9 rI� ! engineer and/or the proper local Town agency. { C•� 5. Anti-tracking aprons to be inspected regularly to insure proper Flow --all \ Flaw operation. Stone to be added to or replaced as required, and ® 19 ® g D ,-7-1 p s t Ea r l"' � � contractor will be responsible for cleanup of roadways as Anchor with two 2"x27x3` ,apt tc) s 1e required. Stakes in each bale. -�'-� 6. Erosion and sedimentation control measures will be installed down ��a B gradient to disturbed areas prior to construction. t j j _ - --- 7. Areas to be left bare for more than 30 days shall be treated with air dried wood chip mulch or seeded with perennial rye-grass until final grading and stabilization is to take place- - -- NElG1iC 8- Additional erosion control measures shaft be installed during _ TO GRADE construction if deemed necessary or ordered by the engineer proper local Town agency. Ha bale Installation at Catch Basins t - and/or p ro p o' 9. Haybales to be placed so that string does not come in contact with the ground. 10. Contractor to periodically clean catch basin sumps as required __.•.�.--- 5'4"� -1�-D --__ -+� during construction. - - - - - - - - - - - Construction Sequence 1. Prior to start of construction, the contractor and developer f 4 ' shall have apre-construction meeting with the South Windsor _ , I 0,� Buildin De artment. SEEDIN G SCHEDULE 6.� 4,��. so-D 2. Prior to the commencement of any construction activities, the 0 He,4>�c. T l l contractor shall install the siltation fence in accordance with ALL DISTURBED AREA NOT PAVED 0R LANDSCAPED SHALL BE LOANED WITH A 4" THE MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT the plans. install anti-tracking apron at the entrance prior to commencing RATE 4F 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-1 v b,b-Q,;',•a• . .• I I i 3 OR EQUIVALENT. IN ADDITION. 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW ti operations. RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT construction TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 �"� INSTALL METAL RIM AND 24 DIA-covEns 4. Clear and grub trees. POUNDS PER 1000 SQ. FT. GRADE rLANvsfW 5. Strip and stockpile topsoil in the location shown on the pans cpvER AT G prior to construction. immediately ring soil stockpile with PERMANANT VEGETATION COVER Establish temporary DESIGN 130TES _ii° silt fence or haybales. vegetation on i- l_ollCrele 400o p s.i.2Li days _ -j-- stockpile if soil to be stockpiled longer than 30 days. SEEDING DATES APRIL 1 TO JUKE 1 AND AUGUST 15 TO SEPTEMBER 1 2. (t of iel e-400- AS I h1 A d15,liI tdr 6(1 S_OIA.INLET j T•_o• USE THE FOLLOWING MIXTURE: l lent A'inI iA 61F)Dllls _`-F -� _ _ H --- - 1--1- s D,a 6. Excavate soil far building foundation and place in temporary KENTUCKY BLUEGRASS 45% 3.'fleigli1 �-- Ia " 30"and 3G"Ilolus Ir��Tilal,iE, ,•_6•'L3•• �•_rt•• . OUTLET SOIL stockpile area. Immediately ring soil stockpile With CREEPING RED FESCUE 45% DESIGN NOTES 4. 12-, 1 p'.21 . $. slall18% Iise1 0 Solid silt fence or haybales. Establish temporary vegetation on PERENNIAL RYEGRASs 10% _ i 28 d.tys APPLY 1 POUND PER 1,000 SQ. FT OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED T. CoRcrelc 4000 p s 6'-6' stockpile if soil to be stockpiled longer than 30 days. 2_ Rt.ulto reemenl-ASTIA A 615.Glude 60 LIGUID '-6" e. Protect top of catch AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 1q-20 TONS PER ACRE. 3.'1 Wight•available in V-6".2'.2'-6".S a11d 4'116911ts 7'-Q" � LEVEL 7. Install catch basins and drainage pip basins with silt fence as shown in detail. TEMPORARY VEGETATIVE COVER ,.. 8. Perform rough grading and instal) building foundation and utilities. SEEDING DATES: MARCH 1 TO JUKE 15 AND AUGUST 1 TO OCTOBER 1 :: ; : SUMP DETAIL RISER DETAIL _ _ -- �� g. Place pavement, topsoil and seerequired. ANNUAL RYEGRASS 100% CROSS SECTION VIEW 10. Perform. landscaping. APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH SPECIFICATIONS 11. All sedimentation and erosion cnntral measures are to be AT 2 TONS PER ACRE. sPEci Y p constructon SAMPLING TANK DETAIL periodically inspected and maintained during S CONCRETE MINIMUM STRENGTH-5.000 1 28 DAYS operations and remain in place until soil stabilization and STEEL REINFORCEMENT -ASTNI A-615•70.GRADE 60,1"that.COVER paving is complete. SIANDARO M-11. DESIGN LOADING -AASIITO I{S2n-4a FRAME AND COVER ��ADJUST TO GRADE "Ill EARTH COVER--0- 6 FEET WATER TABLE-3"•FEET BEt.oY/T-Ilusll GRADE Time Schedule MAY„ OF FOUR COURSES - OF COIIC- BR1CY, CONSTRUCTION JOINT - SEALED'YlITH 1'-DIA.BUTYLRUEIQER OR EOUIVALEi� TEES-PROVIDED AND INSTALLED BY OTITERS at construction is to begin in the fall of 1989. it is estimated th It is estimated that the project will be completed 1 year after + I PRECAST REltiFORCED IG TYP C011CAEIE MANIIOLE 7000 GAL. HOLDING TANK DETAIL approval. EccriaRIc colt: - � ---� W s RESPONSIBLE PERSONNEL FOR S&E CONTROLS: > , � CONCRETEOWNER/APPLICANT: .MAIDLE SECTlors %1111 ROBERT DELISLE>REIt,1FDRCED ro Ru+r. Jp,u1s DA DE LI SLE ,fie artz.ssnr, 574 SULLIVAN AVE ROBERT AND LI.N WINDSOR CT 570 SULLIVAN AVENUEaL^ jR'1f t� I -_-_ RE111FORCED C014METE 2 8 9-8 2 2 5 _ ,•�- �r... o< A 4'-0" DtA A MN OR,ifIOLE BASE SOUTH WINDS CT 06074 °' ---- FLOW : z ERNIE BABINEAU l . & SONS, INC .ORLANDO ANNULII 289- 8225 fi _j CONCRETE OR 6RICK 147 HALE ROAD 7 MORTAR RIVERT MANCHESTER, CT --,•. ,u � •`�r •'iEti .L G`. Sp'0 6- 3/4' CltusllED SIOtIE FOUII0AT1011 6 4 4--2 4 2 7- - SECTI�B _ MANHOLE 291-8755 D F�� DRAWING TTCI.E SHEET REINFORCED PRECAST COiJCRETE (2D3) MAP PREPARE ��L SHEE�DE" 1 L not METALS TES TING C OMP A I� . 9-413 REVISIONS eaSg� UNLESS OTHERWISE NOTED. pQSTINGBEST TY ST ' naffs ��■ DRAWN BY• CSS �DIDA NO.. 8 m. LOCATIONS AS SHOWN ARE BASED ON UTILITIES 1 B-g-Bg ADD MANHOLE STC?rofesso y KIMBERLY DRIVE „ 7-21--89 �- or', AVAILABLE INFORMATION. ALL EXISTING 0-25_gg iw/cC F# PLANNING COMMISION CHECK ®Y: RJA $,m A A SHOULD BE FIELD VERIFIED PRIOR To CONSTRUCTION. z ► SOUTH WINDSOR, CONNECTICU DRAWING NO.: D: ANNUL 89 3-D O'so� ALL UTILITIES ARE TO BE STAKED IN THE FIELD civil engineers • planners • surveyors w 2 BY A LICENSED LAND SURVEYOR PRIOR TO 1.170 ellington road (route 30), south Windsor, Connecticut 06074 1 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i IMPRESSION SEAL AND ORIGINAL SIGNATURE N0. DATEDESCRIP77ON BY - OF THE PROFESSIONAL ENGINEER/SURVEYOR.