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HomeMy WebLinkAbout97-27P_MANCHESTER I- 84 ASSOCIATES & JOHN FINGUERRA LAYOUT_BUCKLAND HILLS DRIVE WIDENINGN/F KRISTOPHER & KEVIN MUSUMANO A i�» Aj'Fp a. f— LLI ' LLJ ry i 1 U im JA x M w= tyt , k h 6S3R99s3xs0 CONSTRUCTION BASELINE CURVE NO.1 A = 12'43'22" R = 744.278' T = 82.977' L = 165.271' LINE "A" CURVE NO.1 A = 30'00'26" R = 744.278' T = 199.479' L = 389.797' BUCKLAND HILL DRIVE CURVE NO.1 A = 41'01'21" R = 789.000' T = 295.172' L = 564.906' i N/F MANCHESTER 1-84 ASSOCIATES N/F MANCHESTER 1-84 ASSOCIATES & JOHN FINGUERRA FOR LIGHTS REMOVE EXISTING LIGHT POLE AND ABANDON FOUNDATION & GROUND ROD CONNECT CONDUIT / TYPE C CH MEET EXISTING STREET LINE LIGHT POLE KtLUL;A I W 1 U LAl, I INU REMOVE GUIDE RAIL & GROUND ROD PROPOSED STREET LINE BY OTHERS W4NDSOR 8' BIT. CONC, BIKEWAY-00"1 OF SOUS S1ER RELOCATED E HLIMIT OF SLOPE -[QWN OF N►ANCHE . (BY OTHERS) PROPOSED CURBLINE THE MALL At CONCH TO TING BIT. RESET BIKEWAY LIGHT POLE nNG SUCYHILLS MANCHESTER N/F HOWIART TYPE C CB �MEN.+ -CO. DEVELOP �— +00 REMOVE EXISTING CB 26+p0 g'-15" RC " 195.562' 25�' 0" E 424+� g�� E 25 p4 18 N 70'23 0 Rigs 423 _ . r_S10N _� . o► ►c:KLAN�.- 24+p0 _ ..,►� iC ___ _�=""". _.-�---*-'.,,,":.: 2 51, 422k0 CONSItcJ� 0 OR�GI pl- BASELN� D ILLS E 1 g 23+ �11LL V CK N MEET EXISTING ' CONDUIT ' R i Gv ZZk©0 '-15" RCP CONNECT M z o p MATCH EXISTING CURB TO EXISTING PIPE �(.n �Ln r" N STA 425+00 PROP.2" CONDUIT & oLn y v WIRING LI U, cn N Lp REMOVE EXISTING LIGHT POLE + + rn 7 AND ABANDON FOUNDATION U` o 00 .-\ / ��'� ` ' REMOVE EXISTING LIGHT POLE j` Cp (a o AND ABANDON FOUNDATION 0 (A N o w � � � LA Ln `L 16'-15" RCP 10 oo N + o c CONNECT TO EXISTING + rn N O = n PIPE � �=- o � c co fil0 N Z �x MATCH WORK BY OTHERS c r� OR PROPOSED SITE }I DEVELOPMENT o 0 ' ! CONSTRUCTION BASELINE I CURVE NO.2 N 40-19'08" r P�� I R = 800.000 f T = 293.699' r� m REMOVE EXISTING LIGHT POLE i L = 562,956' AND ABANDON FOUNDATIOW i BUCKLAND HILLS DRIVE N/F MANCHESTER 1-84 ASSOCIATES CURVE NO.2 A = 43'47'04" R = 789.000' T = 317.051' L = 602.939' N/F MANCHESTER LAND CONSERVATION TRUST INC. NOT RELEASED FOR CONSTRUCTION MAT iv i771 South Windsor Planning & Zoning Commission m vi/r nvmr- VG"V I VJA mi-,. -9 MA F— Lij Lu F— V) �h 5�1 Wtw ­k"- A- Y!,t­%!,, -7 4, w ul.tts -i� V., 10. % jr `jX". se. Li A i 90 w . '-"lon, 74, 4, ...... ....... k, --I'- j1, 4. V 7. 014 �j i �v­ ov soui�i Of ;N1_7 0 vi:lq, N r A 7. looms So" n P #00 * ft�j scs, mum now own A xk OWAN *AUK '000, A. S 4 ..1 x. NN 4,26 .1,00 A� j. jop� 0 *1 1 1 , 4 . _ . ........... ............................. .... 425 ,1k ol r t P f 424+0 423+0( + r -11�b )Y N L--- LAND 'j. ? lw� 7 C�` 4- A A Av V, 4­ t �J c J �Yv T � NA 1.11". c�r 7 RN 7 7-6 P� -F. W'. +1 42 X Q 7 — `4 " � b 4 I r 7. V 7 4� - ------ T T, o� " �� 041 o-11 -4 gV J j 1Z. W A- -ak n. v 7,y 14 y- 4 L 01 4o' %Jr 4 A W'"i4l ez� /y 'A Ij ;r J, N' IJ ;.k - --j A T-r 4 r 45,�, Aj, , t X 4 lo\ t ai� oIP 0e, 7., �A- OF 4t- �Ai % 18G or f*J "Tre cl V % "4 S; 4�- q ­194 ".41 �jv -,r f-:v �J 131 x, -4 Z� V A q 4t -S .7. W *74, 47 % L 4t. 44 4 Z, '1� �­ " " � '.� '. ; ". -, -14'� t�, - - : e - -,;*"";,�,�.:��'?!�-�,'���-.-�.�c.-: �­ � -- — ­ t i y 4 ILIZ­ X ik w'. A F 'w rx 4.*, P. x ""T '� -.,7- z ---- --- IA aM ;IPY rN, '7' Zo tV 0 r 4 L RELEASED FOR CONSTRUCTION PROJ. MANAGER: f -,-a. .: r'&- N., w CHIEF DESIGNER: FUSS & 074HL INC cannattw znoneav 0 REVIEWED B y DATE v SURVEY (203) 646-2469 146 HARTFORD ROAD. MANCHESTER, CONNECTICUT 06040 7� 2 a- w STRUCTURAL P SITE x -7 1-84 ASSOCIATES & jOHN FINGUERRA MANCH' '41 c) -14 �4 'g. GRADING & EROSION CONTROL b (.0 REVISION DATE BUCKLAND HILLS DRIVE WIDENING 2/18/97 1 'L 7,ir %,11 U.; :4* a I AA P) /07 1 & I A. 01 lf%Vl AWN U11 I C M 0 1% Ir-7 11AKj/%LmJrL f `C 4Q -Y� F\ L^1 M LJ r-11L-L-J U FN I V F- ftqpm'o.,r1r-a 1 F-IN, I nau I Z.ZA II Z� X A Uj NUMBER DATE 09 48 1 Al iff N. �7 1 40' 96 1 4100 8/15/94 I PHASE A-1 iL DATUM: H* NAV27 V:NGVD29 JOB L* SHEET No. 3 OF29 iAlwi LAI a- SCALE: -`;.: aB k _, lX-:,� r � ,-. ; rcr 4T , ..:, r`s' Y„� 'Y... ,'-� s:lt ,Y+ �,_r. �•i :-9 -:f 4 - .71.a t e �`; ,,. I , 1�..� 'r - v_ Nary.' e '•I ',,..r• § �J , tF'lyrj '� T f= , 1 '�t �� "' s_ r; .�._ �X'•qE :3;.. "r+'i ,n t r 9- 4' v- •t r .. 1 r r r • - u 1 >, L J • EROSION & SEDIMENT CONTROL NOTES �. SIDE SLOPE BOTTOM OF SWALE SIDE SLOPE ' 4 VARIES VARIES s CWAI F 1. Erosion and sediment control measures will be installed prior 7. The Contractor shall establish an erosion control line � construct, _a' ton, HAY ""�� WEDGE LOOSE STRAW to consuuct,ton, Stabilization of all regraded and soil stockpile tnay bale check or filter fabric) about ten (i0') feet from 4 OR STRAW ( BETWEEN BALES TO areas will be initiated and maintained during all phases toe of slope of proposed fill areas prior to beginning fill CREATE A CONTINUOUS of construction, installation. Stabilization of slopes in fill areas (using } BARRIER mulch or grass) shall be initiated within thirty (30) days 2• All erosion and sediment control measures will be commencement of fill installation. constructed in accordance with standards and of BALED HAY OR STRfzAW specifications of the "Guidelines for Soil Erosion and 8. Stabilization of slopes in cut areas (using mulch, grass or Water Conservation and Town of Manchester regulations. All riprop.) and the installation of control line (hoy bale check erosion control measures are to be maintained and upgraded or filter fabric) at the toe of slope shall be initiated within 711 ��(lJ jj)i as required to achieve proper sediment control during the first (30) days of commencement of cut. It�I�l�ll� construction, All grade benches shall be kept free of o� I�-------rsediment during all phases of development. ,x BALES BUTTED A\\ (n X- BALED HAY OR STRAW 9. Sediment removed from control structures will be disposed of TOGETHER I (n U < I I ( 3. Additional control measures will be installed during the in a manner which is consistent with the intent of this r' ' construction period, if deemed necessary b the Owner or > 0,0 0 p y y plan. All hay bales or silt fence retaining sediment over i„o o I Agents of the Town of Manchester 1/2 their height shall have the sediment removed and all BALES BUTTED TOGETHER 1O' I 12 1 damaged erosion controls removed and replaced. -------� 4. Catch basins will be protected with hay bale filters throughout the construction period until all disturbed 10. Contractor will be assigned the responsibility for areas are thoroughly stabilized. Filter fabric should be a 9 y implementing this Erosion and Sediment Control Plan. This installed under grate opening until pavement is in place and responsibility includes the installation and maintenance of w g P engaged FLOW FLOW lawn established. control measures, informing all parties on the WEDGE LOOSE STRAW ---.-- - �, construction site of the requirements and objectives of the CREATE A CONTINUOUS BETWEEN BALES TO � � 1 !I i, 5. Seeding mixture for finished grassed areas will be as plan, and notifying the proper Town agency of any transfer BARRIER �FLOw p "�-- �'' follows: - a wI of this responsibility. The owner shall be responsible for F conveying a copy of the Erosion and Sediment Control Pion if y the title to the land is transferred. p � Kentucky Blue Grass 45% - ,�j"� BOTTOM OF DRAINAGE WAY p g 11. Stockpiles of soil shall be surrounded by a sediment � WEDGE LOOSE STRAW CreeIn Red Fescue 45% 2'x2'x3' LONG STAKES- / BETWEEN BALES TO OR REBAR EACH BALE f barrier. Soil stockpiles to be left bare for more than I o CREATE A CONTINUOUS e (2 STAKES PER BALE) BALES TO 8E-- - - 2 Perennial R rasa 10% BARRIER Y 9 `' fifteen (15) days shall be stabilized with temporary BUTTED TOGETHER vegetation or mulch. If soil stockpiles are to remain for more than sixty (60) days, filter fabric shall be used in PLAN PLAN •�N Seed to be applied at a rate of 4 lbs./1000 sq. ft_ place of hay bales. Side slopes shall not exceed 2:1. Fertilizer shall be applied at a rate of 2 lbs./ 1000 sq. ft_. 12. The Contractor shall be responsible to control dust and wind ----2"x2"x3' LONG STAKES erosion throughout the life of his Contract. Dust control OR REBARS EACH BALE shall include, but is not limited to, sprinkling of water on 2R REB' LONG STAKES Plantingseasons shall be MARCH 15 to June 15 and Aug5 exposed soils and haul roads. Contractor shall control dust EXISTING BADE - FILTER FABRIC �- OR REBARS EACH BALE g p EXIST. GRADE OR - , OVER GRATE to Oct. 15, After Oct.15 , areas will be stabilized to prevent a hazard to traffic on adjacent roadways. __ 10't _ PAVEMENT (DO NOT with hay bale check, filter fabric, or woodchip mulch, as DIRECTION! OF BINDING i �` STAKE IN PAVEMENT) � -FINISH GRADE MARE TWINE --� i i C� required, to control erosion. for areas to have specific 13. If final grading is to be delayed for more than thirty (30) I landscape coverage other than seeding or sodding, see days after land disturbances cease, temporary vegetation or 8 landscape development pion. mulch shall be used to stabilize soils. F %„ EXISTING GRADE ' r A COMPACTED' a /-BACKFILL E = %'` 14, Hay bales shall be used only as a temporary measure. Where POWi A SHALL BE k�� ' i;�`-y'a control measures will be required for longer than sixty HIGHER THAN POINT B 6. .Areas to be left bare before finished grading and seeding is q g y (60) �` BURY TO A ` -- L-BURY TO A achieved, shall receive a temporary seeding of Perennial days, filter fabric shall be used. DEPTH OF 4' DIRECTION OF RINn1Nr. / DEPTH OF 4" o„,.,...,. _ a. _a_ _.< n IL_ /i ^^n to 1MRF OR THANE - \ RycyluSS apN!!cu tv a rule ui L ivsr/i,vvv sq. Tt. at a CATCH BASIN depth of 1/2 inch. Limestone (equivalent to be 50 percent 15. Where dewatering is necessary, there shall not be a discharge calcium plus magnesium oxide) shall be applied as seedbed directly into wetlands or watercourses. Proper methods and preparation at a rate of 90 lbs./1,000 sq, ft, Planting devices shall be utilized to the extent permitted by law, such seasons shall beMarch 1 to June 15 and to Oct. 1. as pumping water into a temporary sedimentation bowl, SECTION AT TOE Q,E SLOPE SECTION AT SWALE SECTION AT LOW POINT Where grass predominates, fertilize according to a soil providing surge protection at the inlet and the outlet of test at a minimum application rate of 1 lb. of nitrogen per pumps, floating the intake of the pump, or other methods 1,000 sq. ft. to minimize and retain the suspended solids. If a pumping HAYBALES Areas to be left bare before finish grading and seeding operation is causing turbidity problems, said operation shall outside of planting seasons shall receive an oir-dried wood cease until such time as feasible means of controlling chip mulch, free of course matter, treated with 12 lbs. of turbidity are determined and implemented. nitrogen per ton, applied at a rate of 185-275 lbs./1,000 sq. ft. DOWN j SLOPE PLAN i - EROSION MAT i 4't --- __ TOP OF SLOPE SUBJECT SLOPE NOTE: MATS SHALL BE STAPLED TO SLOPE, REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DETAILS OF STAPLING PATTERN. SECTION EROSION CONTROL MATS 10' MAX. 10' MAX. I Z 0 W, ,NOTES: 1.) INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER. 2.) SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL POSTS (0.5 POUNDS STEEL / LIN. FT) THE MINIMUM POST LENGTH SHALL BE 5'-0". 3.) SYI`i InETiC FILICIN FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE , NYLON , POLYESTER OR ETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: 42" HIGH WIRE FENCE BACKING FOR STANDARD FILTER FABRIC 14 GA. MIN. 6"x6" MAX. MESH at-AUNG (SEE NUIt 2) U L_-WIRE FENCE TO EXTEND 6" INTO TRENCH SELF-SUPPORTING SILT - FENCE FABRIC OR FILTER FABRIC ATTACHED TO WIRE FENCE (SEE NOTE NO. 2) FINISH GRADE----- \ -L� RECOMPACTED -- --- BACKFILL EXTEND 6" OF FABRIC -' BELOW GROUND ROSION MAT 6 A \ TIACAIT END MAT AT TOE OF SLOPE CA' CONSTRUCTION SCHEDULE 1. Install hay bales and filter fabric (silt fencing) as shown on the plan or where directed by the Owner. 2. Rough - grade roadways 3. Finish -grade roadways, and stabilize slopes. 4. Construct all pavements. TING GRADE 5. Finish grade areas to be seeded. 6. Place and prepare topsoil for seeding, topsool shahl be placed to a minimum depth of 4". AL GRATE 7• Seed all grassed areas. 8. Mulch ail seeded areas. 9. Collect and dispose of material collected by the filter fabric and hay bales and dispose .R FABRIC of both the material and the collection system in an appropiate manner. U. institute a maintenance program to assure complete stabilization of shape and seeding measures. SEDIMENT CONTROL WITH SLOPING GRADE AT CATCH BASIN 1 "x2" WOOD STAKE (MIN. LENGTH: V-6") ;I O� z� 100° CATCH BASIN- -� iv ` --- 2x4 WOODEN STAKES DRIVEN _ MIN. OF 12" INTO THE GROUND - - - - - - WOODEN LATERAL CROSS iIIHA BRACES AS NEEDED fliff SEQTION PHYSICAL PROPERTY REQUIREMENTS ___FLcw _XT, F_LOw FILTERING EFFICIENCY 75% (MIN.) FINISH GRADE C TENSILE STRENGTH AT EXTRA STRENGTH 20% (MAX.) ELONGATION 50 lbs. / LIN. IN., STANDARD STRENGTH = 30 lbs. / LIN. IN. MIN. ( ) fA&W V FLOW RATE 0.3 GAL. / SQ. FT. / IhAiNt�Ak�'ti?+�r MIN. (MIN.) SILT FENCE F CATCH V - ;. g ,� , FILTER FABRIC NQJE SILT FENCE SHALL CONFORM T;f THE REQUIREMENTS SHOWN ON �ilT FFNCF nFTAII PROD. MANAGER' i, CHIEF DESIGNER-- - fQ REVIEWED B SURVEY SITE _71STRU CTURAl- i UI i W' - --- tT COi v REVISION DATE. ml� L 2/18/97 AL Li { Q [� [L\ - 4 Z w I TU A,, , M: =i E a- l o-_ SC ACE: N.T.S. NOT RELEASED FOR CONSTRUCTION - -- �i N��. & dM constating Engineers D .TE Q 146 HARTFORD ROAD, MANCHESTER, CONNFCTICUT 06040 3 (203) 646-2469 MANCHESTER 1-84 ASSOCIATES & JOHN FiNGUERRA -- --- EROSION CONTROL DETAILS BUCKLAND HILLS DRIVE WIDENING �- BUCKLAND HILLS DRiVE MANCHESTER, CONNECTICUT v' L r. I EE PHASE 1 CATS 06-481AI ; 4100 r 8/15/94 SHEET 4 OF 29 A5, m i ��� 1 -1 1. F 17 1 17U11tiff 4 RESET EXISTING 7SIGN MATCH EXISTING MARKINGS J DAD 7\/DC (*1D(-%CCVhlAl I/ C-TOID17C ADC Q' I MARKINGS TO REMAIN om r f)(s G ^I' S MARK12 45+00 S ''oo ................... SWEL 42 ............ 42 44-1- 00 ......... . . . . . . . . ... . . ... . . . . . . . . . . . . . . . . . . . . -7 +60 423+00 DSYL 0�.- juc'y'Lm4 I w PROP. LEGEND T mfv 3 AOA-Vl " r: PAVEMENT MARKING LEGEND Nr DSYL = 4" DOUBLE SOLID YELLOW LINE SYL = 4" SOLID YELLOW LINE SWEL 4" SOLID WHITE EDGE 'LINE 7 SL = 12" STOP LINE �' BWLL 4" BROKEN WHITE LANE LINE (10' LINE & 30' SPACE TYPICAL) SWLL = 4" SOLID WHITE LANE LINE q. . . . . . . 4. 144 NOTE: 1. ALL EXISTING PAVEMENT MARKINGS WITHIN PROPOSED "'w WORK AREA CONFLICTING WITH PROPOSED MARKINGS SHALL BE REMOVED SIGN LEGEND: INSTALL 31-0583 't T W., INSTALL 31-0350 }, INSTALL 31-0540 INSTALL 31-0433 INSTALL 31-0592 qi' k. NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: o REVIEWED BY SURVEY A-UR —L E N�� U C- T A REVISION DATE: Ii Z 2/18/97 AL /4 z Lu L DATUM: H: NAV27 V:NGVD29 --j 0- --- E F SCALE: 1 FM & ONEELL M conmating &wowers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (203) 646-2469 MANCHESTER 1--84 ASSOCIATES & JOHN FINGUERRA STRIPING AND SIGNINGrr,k.a BUCKLAND HILLS DRIVE WIDENING BUCKLAND HILLS DRIVE MANCHESTER, CONNECTICUT JOB NUMBER PHASE DATE 1 96-461AI 4100 8/15/94 1 SHEET No. 5 OF 29I