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HomeMy WebLinkAbout86-57 Terry Office Park Plans EROSION & SEDIMENT CONTROL NOTES nd 10cted in g93 N/F 1 accordance nwith the�standarrds•and ment contol !xspecificationseasures will beofo the•"Guidelines 1.P RQBE for Soil Erosion and Sediment Control" by the Connecticut Council on R� A. Soil and Water Conservation. N 320 PH y 2. Erosion and sediment control measures wi 1 I hie instal l#-d pr for to pT`.5S„8 �L�S r construction. See construction schedule. 37p I'llJQNES 3. Land disturbance will be kept to a minimum; restabilization will he scheduled as soon as practical. 26°3! ZONING DATA Cp 4. Seeding mixture for finished Bras:;ed areas will he as (allows: I% 1 Kentucky Bluegrass 45%, Creeping Red Fescue 45%, Perennial Ryegrass \ REGULATIONS ACTUAL 10%. Seed to be applied at a rate. of 4 lbs./InOO sq. ft. Planting seasons shall be April 1 to June 1 and Auaust 15 to September 15. is LOT AREA 307000 S.F. MIN. 386,377 S.F S. Seeding mixture for detention areas will be as follows: Creeping Red 1 ` FRONT YARD Fescue 45A, Redtop 10%, Tall Rescue 45% Seed to he applied at a 65 FT. 400 FT. rate of 2 lbs./1000 sq. ft. Planting seas ns shall be April 1 to June SIDE YARD 10 FT. 11 FT. 1 and August 15 to September 15. REAR YARD 25 FT. 143 FT. 6. Areas to be left bare before finished grading and seeding is achieved ++ LOT COVERAGE (ALL 8LDGS) 25%MAX. 4.5 % shall receive a temporary seeding of Perennial Ryegrass applied at a ,r N 310 rate of 2 lbs./1000 sq. ft. at a depth of 1/2 inch. limestone ' 521 EXISTING PARKING 153 164 (equivalent to 50 percent calcium plus magnesium oxide) shall he 329 �6,49 � FOR ALL BLDGS. (8Sp/1000S.F) applied as seedbed preparation at a rate of 90 lbs./1000 sq. ft. / INCL. PROP. BLDG. 195�HF 193 Planting seasons shall bo March 1 to June 15 and August 1 to October 1 . j IVG 7. Areas to be left bare before finished gradinq and seeding outside of plantinq seasons shall receive an air-dried wood chip mulch, free of ! coarse matter, treated with 12 lbs. nitrogen per ton, applied at a FL.74.49 f �E WAIVERS OF 17 SPACES TOTAL HAVE BEEN GRANTED PREVIOUSLY. rate of IR5-275 lbs./1000 sq. ft. ' � R. Fiaybale and/or fabric filters will he installed at all culvert outlets Off= ` N -X*WAIVER OF 2 SPACES REQUESTED PER ZONING REGS . SECTION 2.4. 1. and along the toe of all cut and fill slopes greater than 4 to I. 9. Catch basins will be protected with haybale filters throughout the construction period and until all disturbed areas are thoroughly stabilized. - 15+0 SULIAVAN AVENUE • SOu114 WtNOSDR.CONN or,u7+ i \` + 1540'iUll IVAN AVENUI SOI,rH WINDiOn,C°NN OGOIi (n 'IA,,,,„�•`` ANEACODE2D3/fi++.2511 +• � AN(.CuntM.1164475,1 10. All control measures will be maintained or replaced durtnq the construction period, as necessary n-- required. o 86— - ~� \ tIr•,.a„•, 11, l g uc J �. �� ' �� N octuhor Ill 1906 11. Additional control measures will be installed during the construction O (O \ N- billion: ,r•i• :•E• period if required, or ordered by the Engineer. 0 SILT FENCE ' - LLLWI'lhlCU KA11, Y.?n•L•:•1,, .. „O;C o �' }0 tt1 William 1:. t:raru, rs,;. — - 12. Sediment removed from control structures will be disposed of in a 4 � N 25 Oakland ]too Deal 112:1: manner which is consistent with the intent Of the Dlan. tl -HAYBALES TEMPORARY SDDth Windsor, Ct 06074 Z CONNECT TO EXIST. 24 SAN. Ito: ,-,pp. tl!A3 - rr•r,•_ ui f,r,• Y.,t;. STOCKPILE ` ItC; AppItcation t •Inc. - 9,rrry o!fiee rlarv. 13. Contractor will be assigned the responsibility for implementing this APPROX. F.L• 74.64 SAN. M.H. AREA \ Y1 :ati,• !,.. .,.?,•i•;•••'. eh:,t tt,• VLItIt,lwl 6 r,r:ln•I t' nL•ni::SiUn :•Utoe,4 on erosion and sediment control plan. This responsibility includes the T F MATCH EXIST. Dear IliIl: 1:epLem cr 23r,i nI ,r;;1:,0.1• ,!,p ;Ihove a1,101 V„I Il1:, :or is :;iLe 1.!.,:I installation and maintenance of control measures, informing all t W V de•rulo;,ment: for p:n;,,:rty on the W.-SI. sill' of lluckland Roar:, known Sit PVC SAN. F.L.77.99 ;1 z ;,t the Sc,tembpr 29, 1986 mcetinu, the South siindsor inland ::etlarn?:: parties engaged on the construction site of the requirements and 1 a:: Tn:'ry o:..rp ititrk, itC zn::••, .,:: 5h•�wn ua 1.!.,ns ;.reparpJ by i°uss !, t0 Agency/Conservation commission approved with conditions application n•:a:ill, dted ,I,tt;. lour,, I':„t,•,t ::,. t._!,, snb}eet Lo the objectives of the plan and natifyinq the proper Town agency of any 5= 1.0% , 0- N =COG, Lo ro.ld. ct a 5200 s.f. building at property located on :ullowiaq mndiC,c.ui.,r.:•: transfer of this responsibility. The Owner shall be responsible for !lucY.land Road. B W conveying a copy of the Erosion and Sediment Control Plan if the title 6 (f) ` � I. Tl.,: ro.u! ,tlL: :;•_�r•!�, ,a `t'on: : ;:rul•usod bui lrE:::-:, 6 /(�� the ollo ing ,-0101110ns nust 1.c adhered to !or this permit to I- .;-,u"Id Lc d,•1et,.:; •a,,r.•: :?;r• ;,+en:.. to the land is transferred. - V N v:,Iid: ' 4.Iqy. 0- Con:.•:-pie- :iv:o7. w.itr.;, t•ciit +.: .n . .tuaL, •;hall TFRA 1. I)ocumcat Cite capac,ty of Chc detunt ion barrio on th,> p:ans. nit:Il led ,.. :!:., -,.st i:. n'•EturI:1:I rot' the. pnt.i rc :run- ! C �' " •'r' ' ? we recommend a bond in the amount of $2,500 be submitted to Ir`t of "'`'"'`' CONSTRUCTION SCHEDULE / - . ' V. _ Z Manning s 'l.oninq Comussiun to ensure compliance wit., th:: lirosion L Sedi3,n, ,tp n:l . L. n:od::i,,. to tea -.,t, d - 4 ttl t Control measures. ,E,• • ` i. pe cs:.ria❑ ;.at „y in tut.,: ru::il'1^>: I . Construction will •,,' -�0 1 commence on or about October 1 1986 and be 25OW H \ J. Co:t,truction .ICLIViCS .;h.,11 1,,: suhlart to ,a•: approval u: -•,; completedOr about July i ]967 T. - `Z ''' G ,�c _4' a,:'• •,,}' t.0 , -•.,: o: •orkinr: Irit «Ira: On y , , SOD1u ++ In t t'„i a sl;a1'. :,c �r M LIG _ cn t T mm-el i H 'c. hn Town 'r nr• ` r !ucpd i ra t i m.: :t ua,:-u y T :•,: 7 c.,t,w: ,hall loci postc•a. Install anti-track + emn:!t• ,vr' hold 11,u-riles, t!:!• :u':,t anti—tracking apron at site entrance. An mate. 1- the material t is tracked �t Sautl: :;indsr. .,,::,i:::t au•: liab 1 t0 pavement p ��tr� � ter— �1 r �/� •+ + , o: r - i itr -.,irh mJgl, ressl^ .. Sc .ions s�11] .• i ::: _ C .ed On p m2nt shall be swept daily,8 •o _ Q uF: ,:,:;tali.. .. .,. p:rl:::v; a:ear. I::apt iolq p ily. •F - from the ;n'r.;,urlyd :,;.,:rot:a:� or „r.•: ' p ?,n:,d in 0... 1:'„ ..:,, 3. Place to rN rh,: per:r,it iId r.,r o:,r. or .,n,. �!:all •°A:,i,,: s,;,.r.-,t„:, haybales and/or silt fencing as shown on plan or where ` �-• � .,'tr, '•`' �"' `•' Y 9 (Maintain or replace as needed D :is:icn . _ •!nu _ or b En ginner. RQPO h:.•t, ... Period. ) Prepare stock ale area and / 4 ItUd_ i;po:; rr�•••i:• t!•I: on•: !,.- r •., thraughOUt Construction Pr �• j / 1 \ ,� r Z -J";: trc!} ,-a: ..ry'.. surround y and/or silt fence. p ll h ,C7 `•L�• su rid with haybales a c / 1 C CCL BUILDING ar: �- } \! !1 BIT• n O �;�.rJltilY� ',G � �J} / 4. Alter sedimentation basin complete as shown Q• / / C C8. _ _ to c ',-io?,n Koi•.,n. .l: Ch J) :rota - Thi, .,!�„rc:•,,: t� _ •,. ,:,is ',;.;t�.:.,: .. on plans. Seed all �YPE 1'' �' t WALK O 00 `� niond A,•tlan-L; A. f! :,•'. ..,.,...:,.::. ,! .. disturbed areas and Remove f 1 stabilize F C. 52 e slopes- v / T� o CON Z l ;i P t sediment from $rJ 5 1 Q - ...., Cnn::er•,atton .-ocl:n,:. .. ,. ... ............ .. ... .. _ . - _ basin d QT / T' }} EXIST I�IV F.F 8.5 �.,N... .,.,. .., 1 as as required throughout construction period. ) c-� 2 ! �, ZO ; . u. ,:I::C::, J.•:Iltf :,,wn enyin,,,,. Building construction may begin at this time but not before rf :.n,: - •r1 :,:••'. ,...,. ','I.l::. .... erosion control devices 2 thru 4 from this schedule have been 400 D R ?l,•h:,rd :t. w p \\\ \ \ - r - lac nan.r,r:,, installed. ` . \ _ T C.G. •R y el: -l1 nt util Ir,n•; �p3' / EX15 H .u ',n• 1" :otr,:ct•,r u: I'ut,l„ .,>:% ",,,r,-Is b'Auria, !4tiildin^, •l;!icial ,•, 1,1.,;:1. .In•! white` tr•ln::parcat. myl.lr o: t!tr: :;It•• p!.Iu, with this: <C N/F DOUGLAS W. JOHNSON W .4 { 1 T. 85.8 R [V 50 � I"It,•, r„p,ndured [hrrpnn, 1r 31AII,•t wiu: Iwo 1,In„l,rint topic. uE 6. Begin rough grading and installation of utilities. Install 1 f , - •'l tl„• Ctttl,',, ..el ur p1.+ns, :;lean !,,. •:u;,matte,? to tl;t:: Ct,n,mi:aion t , erosion control devices at out fall of drainage system and a• 9 j l t l , _ .,_ 1,.••. , t ylar ha:: ,1 it will by 1 R' ) am rid :irnn;l. :lc` ]n n, „ st ncrE place haybales around basins as the\ -, - ret.urnr••? [, you an! :,Inst;'I'— ilr•? In I!— 'I••i4'n1r'1,•rt:' O!:ic,• within y are constructed. I ! 1 \ ° R, �6 - _ ' 7:) t.a••:;. Temporary seed and mulch all slopes exceed in 4:1 i f permanent }: DUMPSTER W/ 6 STOCKADE FENCE p _y p 4 T l i 1 I. : .L- _•` - stabilization is not comp�,gted at this time. All other areas I 1 + not temporarily stablized shall be protected with ! _....... ZONING coo-r:Js. _ and/or silt fence. w haybales 1 i „ t 1 f go t 7. Prepare subgrade for pavan and re ,;?re a_ 2 r / �� 9 p i 11 disturhtrd areas j u \ 1 SIL FEN for placing topsoil and landscaping. r�reraHr ' p' S \ c LK /I d N-TER" 03 / 5 GONC } 1 / 9 R. Place pavement, topsoil, seed and mulch, \(� NOTE , / ch, and landscaping. g rtJ .Q 1 1 D" l .• * / / Ci: .:.it:,rl. 7o::n 1.n 3:n�..:t ApR / / l,::l._!l, i't.lnnin; rir rrto: 9. Remove all temporary erosion control devices only after all �`" ON / areas have been paved or seeded and grass has been well I' jp tP — ClfL'ACH I_„ (,'� ,� \�� } \ ��TRACKING + _ - D 'r,�I ---� �` "i ' ` ` 1 ANTI" TR ro ' N �4°-z2' ?2'E —� .. h..1. •t.il 1, lz - :7y- I rAo / F 1 \ 8 �.r 8 �� --._._.40 23 _ established. �13 � 1v+! tl2` _ .� .'� f� FL. 75.0 l /� _ - � i -_ ;.� 3 w`' !�� HAYBALES (TYP.) J r._. ---ROAD oa N/F SOCIETY FOR IS- ELL111GTON— , PLANT LIST _ --'- - - - -- - ----------- _ kr4 SAVINGS 86 LEGEND NAME � SIZE o RCP / S ,F, TILIA CORDATA 3`1 CAL. { ' Q r �- CONC, WALK 6400 + LITTLE LEAF LINDEN r ! _r ul !� ! N/S'' ` EXIST —� I ; - --- ©r 1?�GV l D CORNUS FLORIDA 51-6t WHITE FLOWERING DOGWOOD ` o Z1 � o ST `D JUNIPERUS HORIZONTALIS WILTONI 11 tt 11 Yi �- 0 7280 S F 4994 S•F' 1 P / ` }� BLUE RUG JUNIPER 18 -24 lN. ` _ BLDG. STOP ND % = _ 8L r� EXIST. f SIGNS Z619 S.F. 2 ` t ; 11 1 I i +a+ JUNIPERUS HORIZONTALIS PLUMOSA 1811-2411 ! i r^- c4, f 1, `' ANDORRA JUNIPER N/F ----_=_ EXIST. j I f G• } / S. N.E.T. CO. BLDG. 1 � RHODODENDRON PJM � Ir 11 O EXIST' PJM RHODODENDRON 18 -24 g Ir �. i� 131-0 ) TSUGA CANADENSIS� CANADIAN HEMLOCK 3t- 4' ING 07" Ta MOSOR PLANN 1-id'OUTH tU, i NOTES: �. STORM 1) THE 100 YEAR FLOOD LINE IS DEFINED AS PER THE FEMA LETTER OF - I I MAP REVISION DATED JANUARY 2, 1985 SENT TO THE TOWN OF SOUTH WINDSOR. BUILDING L}NE rr� 2) EXISTING DETENTION CAPACITY IS 25,000 C.F. PROPOSED REDUCTION IS 500 C.F. RESULTING RISE IN THE 100-YEAR DETENTION ELEVATION z v! -_ _ IS APPROX. 1 INCH. SITE , 1 — a _ f �I !'�� 1 200.00, - — &OTYEILL FUSS` 3' `= (:0r1SLl1ti1 1C er Igir it-e.t`s ` - M A N C H E S T E R CON y- SAN. 1� .: -- -- N N ECTICUT � 111 W rS 00 -�$ ��. 1 1 322 4$' - ---�_. G 4_q fo II��. c 1 I — ROAD No.6299 0 J I T E PLAN pee q-Oa°38146t1 =7521 R= 13 _.._ -- __ _ K L A pI H BY CERTIFY THAT THIS MAP AND SURVEY WEPIE ee�i�s$/DNnL Epp°' 150,41' P ARED IN ACCORrANCE KITH THE STANDARDS OF A � '���ljj° FOR Moe L AZSURVEYAS DEFINED IN THE CODE OF PRACTICE B.M. M 88.71 (Mt?C) FOR STANDARDS OF ACCURACY OF SUR•JEYS AND MAPS. R E�IS ON K �+ N•E• CORNER HEADWALL J O N �+ /► S L J R. s-9-as dui 9 KEY ,,�P ADOPTED DECEMBER 10. 1975 AS .AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. BUCKLAND ROAD SOUTH WINDSOR, CT. - SC A!_F' ,� - Zoo' "J/. ; a ,• PR0.1 w0 DATE SCALE FIELD 9K OEStGNER CHECKER SHEET NiDl 85-l92 A JULY 1986 It �' - t C.0, S. SWALE BALED HAY OR STRAW BALED HAY OR STRAW 3 7� I'- 7/8" I'-67/8 7V" � ON !0� €03i16� I I" 2 If 111 ,�`1�4 ti � BALED HAY OR STRAW Z-44 x4-0 LONG a �I L }111. TOP OF FRAME APPLIES BALES TO BUTT I `° �{ {I °� ) liDI{a ,l� TOGETHER �' •` PRECAST CONC.UNIT " ,. _ FLOW ---- -•�-�W (D.O.T. STANDARD Q c� =a ° r- 3 ) _ a_ Q , , 3 cn J 12 2-'-8 /4„ 12 - 1 ` � I2 2 I /s o ��,�1�,�� D w FLOW-! ' ® w f 1, Q �- oQ}}'� l ° ff a I - �'f I I� r r I 2 �- I 2-3 LONG STAKES OR RES I I 3 I { Ell 111 TOGETHERBALES EACH� BAR EACH BALE BALES TO BUTT TOGETHER PRECAST CONIC. - MASONRY UNITS z t — N � _ 4. PLAN PLAN P , :` ;. POURED CONIC. OR NOTE : ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED PRECAST SUMP r '. . ; BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE ^' ♦ "'"' e; - ;i'• c•:; �:.�: UNTIL PAVEMENT OR GRASS IS ESTABLISHED. 6 2-3 LONG STAKES OR R EBARS FILTER FABRIC 2-3 LONG STAKES OR REBARS EACH SALE OVER GRATE EACH BALE , 4 - - N, EXIST. GROUND EXIST. GROUND OR COMPACTED ENS / PAVE M ENT (DO NOT 5'-4„ 4'"4" BACKFILL �! --� STAKE INPAVEMENT) �- ���� r EXIST. GROUND '`= C� tv FRONT ELEVATION SI DE ELEVATION 4 t CATCH BASIN TYPE "C" CATCH BASIN - SECTION SECTION SECTION AT TOE OF SLOPE AT SWALE AT LOW AREA NOTE HAYBALES SHALL BE MAINTAINED AND/OR REPLACED AS REQUI RED OR AS DIRECTED BY THE ENGINEER. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH GROUND. HAYBALE. EROSION CHECK- HEAVY DUTY FRAME _ TOTAL LENGTH 50'-0 ' AND COVER 4'-0 4 0 8' MAX. _ g MAX. 8" BR FRAME TO ---- ----- . .__ FINAL GRADE WITH MAX. SELF-SUPPORTING SILT 4 COURSES FENCE 3"TO4" ATTACH AFIRLTER FABRIC TO WIRE FENCE W/ 4" 4" WIRE FENCE STAPLES OR HOG _ RINGS `D WOOD OR METAL POST e_ 2:�,�DIA. 1 I i I ( FLOW O O c RAILROAD TIES U d'OF ?"CRUSHED STONE I SELF-SUPPORTING SILT ALUMINUM T FENCE FABRIC -cD U I —OR— FILTER �� (t — TO 4Rx 4" WIRE FEN CE � — _•�• ' STEPS � SECTION - o w 1000 _ to � •� � � NOTES; W Z - �� �� MAINTAIN ANTI-7RAC KING PAVEMENT IN GOOD �7/ =J 1 � ^77�/ I //l®7T/�1T=711-irT i 1 _ � � � —� _ ^ � _ — 0 RING RUBBER GASKET y� OR MORTAR JOINT CONDITION THROUGHOUT CONSTRUCTION PERIOD. SITE ENTRANCE ROADWAY SHALL BE SWEPT DAILY TO _ _I Z a DRIVE REMOVE ANY MATE RIALTHAT MAY BE TRACKED N - — O N ONTO PAVEMENT. I I I I BELOW GROUND" — a q- Li Li U . u7 e 24" O n CrN ELEVAT10 N SECTION b . N can ~a DEPTH OF INVERT Q 0.8 x DIA. EDGE OF PAVEMENT -o SILT WITH BRICK LINED LOCATION PLAN FENCE- CONIC. z I INVERT ANTI - TRACKING APRON s BIT. CONC. CURBING 12 5" 4' DIA. 5" SEE PLAN FOR LOCATION oe 4` 10" DIA. FOR CROSS SLOPE SEE PLAN j 4! MANHOLE BASE r 6"LOAM, SEED a FERTILIZER TO BE PLACED ON ALL FUSS&O'NEI L DISTURBED AND REGRADED ,*�,.�'`a��cauy'F�.��' AREAS EXCEPT FOR �`�P�,,0 o. ='> � _ GPM consulting englneerS LANDSCAPED AND PAVED '` AST CONCRETE MANHOLE H 0 L E II,2'� BIT. CONC SURFACE COURSE AREAS PREY rt MANCHESTER , CONNECTICtlT . ryC* , 1 I/2 BIT. CONIC BASE COURSE = �r+o. sz 9 'do- ,.�� DETAILS 4 " PROCESSED AGGREGATE BASE FOR �����a.rnrrrr►r 6 " ROLLED GRAVEL BASE REVISIONS JOHN SAM SEL, J . BUCKLAND ROAD SOUTH WIND OR, CT. RO ,I �� PROJ. N0. DATE SCALE FIELD BK. DESIGNER CHECKER SHEET NO. A SD S 86-192 A JULY,1986 NONE C.O.S. k:. . 2 of 2