Loading...
HomeMy WebLinkAboutPlan 89-99P Jones Site Plan t 4 <t o - : q /s AgHY\ROAD ASSOCIATES cs. h .r'cuT(;rr) �4S, eq N T 0< ,ti `/ STATE Z?,, ' / / �.l OF f a°ss•1 s•' F zzz.sc• � y 1 � • CON;rEcsTCUT Asar HELD 6•• x 5„ s `` GRANITE )r40NU / Q q� ROAD / 46 0.2 ITEM MONUMENT; S t8- 30 ��sE s w n'ASSOC. `0 GROUND GRANITE � U 4 MONUMENT t ri. , _� I ^11RC,``pS •'g Da U . TATE ' ��� j J/ NNECTICUT ` !'• �•r� 3s a b XAr.ETEG GAA so S >c \.0 % RaCE A ac Abby ROAD /��` c S, uy,• o T ASSO,�IATES s G£ORQEWE ?s9 ►�`� 0 V. W. _o O01,4c, 1 /~ ASBY ROAD ^� H RG0 OSED 6' HIGi 57CCKADE FEN r"' Pc ,fib �/ ASSOCWTES C7 $' PRECAST C / • rn ? C ?ROPERTY LINt -1� CO '/ so wl LEAC 114G CHAMB ONr RETE , O ! L.F. J.5' �:' £R { r. ! 8' PRECAST CJ 4� LOADING) ASHO HS _ Z� PR osED G LEACif1u > , BOT- GALLEY- CON G / � � Y. T '� '' U? A 54.0 ARKING ARcl--\ BC?T GALLEY- >GR (A Ho HS- F.L. = 54.L3 F.L._S 54.0 ZD LOADING) DETaiL sH. tin. } °' r 4.L3 e S'o N/F Tdr t10LE#t, xA)N �LAsS v °s u '. �� / 7 _-- -` .A 5 i A i C_OF 171 R�C_ CE i ; i CLEANOUT (TYPE �' J CONNEC!iCUr F.L._54.13 Ca s v Z L.F. - $" DUCTr I r •r W I LE IRON PIPE A� }•T+� r� CuRbilwa- �rl A� p cJ3 ; }.. �..) p MODIFIED, 5 w SEED RfPRAP d a r•L.-54.G3(TQ GAL LEY) "• G LF. - g- ET�41L " 1 Ft, £) 1AF,.•_' DUCTILE o �'� v _ LOW PIP i h M �UtC ?, / H SULLIvA�:AVENUE �UZ�-l-t3{y'� ^-=5L.0 '�+onen`b SOUTH - � _ KrNDSOR•CONN-06074 $$ L.F.-12' _ !.=S3.L9 AREA CODE 203/64q•�5r! R C'O'RING PIPE ® 0.5%. CLASS V r- V 1 � ( 0 7< L.F. _ - a�G'��ti5g�t1 a,!Lj�Z l z0 r- n 0.5 y, RC-. RfNG PIPE Joseph ones necembex i: 1 sir 3.0' . 989 nRf.a TO bE PAVE ( �'•0.96 7 t'• �"' 75 CO;i.^.eCt1 CUt .tea ci Q tSHRDEDPOR730U} -\ r6,2`` ) •'�� ACRES East Hartford, CTulOGICS ^J +0� z A N/F Dear zr. Janes: ROAD CIATES _ % 9 r ASSO Re: rp?lien ' tion89-gc: EXIST. (TO R[LOCA7ED) c s5 site GA a ;tethe .ecember 11, located on Ellington ct ,auoawoRn. R. x 2.8 20.2' 1, \ 1, Ag nrY/Coarse B9tion C. _ �y the Inland W flan g n Rd. T1±,ST H rr \. laterals and 37P - Ihr.,CCV:- p_oved with moeiif Wetlands rl :n OLEI j 57•2 '! APPROXIMATE and parkin zt for icati-ns X)MATE (OCA as sho:,-n on revisedg Brea located easter]the eon:;truction of s 0 _ t0" C i Zs.7' t I i LEACHING SYSTEM TION OF £XISTI�G Assoc.. Inc., dated toy— `e =zed by Sheehaf Ellington Road aF`tary -+. 1969, n• Tarbell, zone ; 4 '� COARSE BROWN ! l I� Heintz & 10" _ 1L" ROWNSILTYSAND az.3' r I; @ f Two blueprint co „IL" MED-B J l 1N submitted to th-s-Cr-� s the sio entire set Of.. la - 22" MI`D_BROyyNSAND 1 EXISTING ti s This must be r C-r �w 22" - 31" C { cocpleze� n to be stamped ands, nust be a. 31" COARSE" ! N HOUSE j i any constructio L �ithin 65 days of a signed. L0" MED. J r++ero.o, n ' ( z• --_tYon the site. PProval prior to ( n ConStr !! 22.z' action act-:_t_� �w t WATER @ 3Z" a t :5' bV/D the Too Engine e- _s shall be subject tat '- a F RCS rR/C JI/ o OC3;K ;ens ,)!.; J v'p FNCR r/VF ArF'FA - 3. e he approval of ��BU �ACHMFNr O/� a-°lication s 1L DIAL PAVFiN °= `c_th Winds `a-" -=demnif and a +C F �{. G S C,V! or e, 's- Y hold S w� \ SHRURY rRue ruRE g fTo z..e proposed o - anY liability harmless the Torn ' QZ 4' The _e=+it is v �re_azion or use. Y which might result ' ATA BLOC G o ex 12, 1990, one year and shall w` expire on trz O '� !7J UJ f 5• Al* at "' -. p.provais TOTAL AREA OF q i a a ram, �4" / to a-r >z ,15- THE activity on t n -ite.be obtained and lbmitted _ PARCEL: 0.1G7 A °c 4 or 7RE J64 L_r, IZ" R , 6. A co-:act person shall a- 2} IAIDUST ACRES \ (& \`\ u ff 0 5% 7 -- identifieu direcVO tly�` l Trees 'long the pro .- lY on the pWZ lans. RIAL ZONE: ( }. ua [. y A w ' d, p• \ Frote_zed where �5e" ?ateral shall be d and 3} MAXIMUM g Pnsszble_ C. \�s3 �t stir e. The d_ai save AI-LOWED: SIDING COVERAGE: ... A y\\t4 Fs w Wage computatic._ o :� EXISTING, a aPPro:ad by the Town w -5::eer Prop sod drainage must be '4} G= 3.4/0 E", v C =pH ►q�� f�. r OR.. Y OUTS, °a,cu coY-.a�` 15°O SULLIVAN AVENUE 0-w'- . 0,4,s MAXIMUM IMPERVIOUS w .+�it�O':% :•�* ; ^--y true y otUEE S �WINDSOR. ALLOWED: G % PROPOSED: �S. y °• _. r.. ABCA C H WFNOSOR.CoCNN.0607C POSED: 450 ...7 In oae zoo/64<.z5n 5) PARKING RE /� . o \ �i \\ 8e �/ �Q �e5 A. Lombardi 25 January QUIREM tY 1990 ENTS x --1 APPLICABLE. >: tiF /��' .sezvatinands Agency/z�nan NOT o c� JAL/pmm trY'Z%$I ,p 4 n Cnmmission Mx. !Michael Tarbel AA Sheehan, arbe l a cc: J2T aC 290 RobertsT 11, Heintz Ate. A� 'Jr JVj f ♦_ 7. F \� R Marcia C `e . Town E Suit street ociate .�. AA a A.Bazactta gi:ze_ & A s .r c=z 2 \Rp \\\ T F�gs3 rci h D n - e 202 et s. Inc. .< Zg�•• �• F,. :i• �`». - ', Cap•' a_� EastHartford, .!1 - lFIR6lnp4 V Di F; a ( John R. o= p, y o ,p F,L_S --ns - in Hart : t L4Q1 Plannin _ Chief Build°r, Dr- 9 ford. CT � I r� r i a ;; `L d Jotr onin - _Iicia 06108 NOTES: a' x :f n K� n 7 r. »k \ OQ Sheehan Jones, 75 Con ectiion l t �=- > @ an, Ta_be2 H cut co::1e:a Dear Mx. T L y 35 East 1, Heintz 6 .� rd, E.H., 06I arbell: TOT ' I 1a C \\\ /� \ ^��` 0 5%- JS" RCP HartPczc, 06108 scc., Inc. 290 RobertBSt. LEGEND(. AL AREA OF PARCEi_ _ <,� "_ `� f 11 re: AFPI. �69- 987 ACRES. } l 't -�. r \ , 93P, Jose h ` \ ri 75 P Jones Site Flan `" We Ire pleased to advi Connecticut Boulevard 2_ PARCEL LOCATED IN !;vn.UuTr�fA!_ I1 t _ ; _�_~•' S'."`5`+.. '.\ r, 2 a�. a d on January 23 se that the Pla ZONE (�) ; . ". .-r ,• ..y.,;s s. s'� pplication 1990 to nning and Zoning Drawin for site approve the above Commission IRON PIN IN TO _f -•�•i••:•t' `� ,f ,:,.. f \\S36 \�� Drawings tl 5 2 Plan Of development i -referenced SE SET 3• APPLICANT: a �" t,�,; ,,.,'.; K I o. his•, _\�. Sheehan, Tarbell �1/14/89 (revised 12/ n dccoxdance with `�- % i r fV JOSEPH � s i� \� \r�'' R _ follawin Heintz s Associates 11/139) Prepared by �- 4 modifications: Inc., and withPthe EXISTING GRANITEMONUME JONES r`, � '�,�; 1' Prior to co MONUMENT 77 CONN, BLVD + ---- , / \\ C- held with To encement Of an s -Ss-___ v I LL J 1� - - wn Staff. Y sit work FXIS�-INC CQNTOURS i' ! . a meetin EAST HARTFDRpr t rti z' No building g must be CT °'S;Ou ''� rr TEL. N0. (Z03 _ Jr have been 4 Permits will be �' S5----- �'RQ V 289 oS !•:� ntil (n 4• EN iJ!} � iJ1f 3. This a een filed in the Town Clerk'Is uOfficehe 1 mYlars PROPOSED CONTOUR v J QUJ fins EDS of thepp�2 application is subject to the co Q Z qq Wetlands A y nditions of a EXISTING CATCHB 0., Z ENGINEER td LAND SURVEYOR t� " rf gene o the ry - PProva /fir w ,f 4 ation Commission. 1 "`- ASIN Z 1r An as-built plan is ""- z O Ge Q SHEEHAN, TARBELL, .4 _. _ --_ ,- :,�_ ,�n� "'� d �'. _. rt1� Certificate a required ROPpS P ED �t Regulations. € OccuPanc Prior to issuance of a C+4TCHBASIN Q 290 ROBERTS ASSOC.,C• INC. _ --• _ Y Per Section STi2L� . � !!rr 4.13.10 of the Zoning --- PROP "J EAST HARTFORD, CT �'" 5- All plans oSED STO p_ 0 4. _ Jo10� RM MANHOLE �, TEL. NO. (203) 5Z8— i,j i 0 !�i windsornd authorized signathe ture ofethevelopeY must bear Town the � TEST HOLE W S G• of South Z., . 100 YEAR FLOOD No outside S _ PLAIN NOT P four operative o f materials a Lit ^ Perative motor and/or Q 0 RESENT• business will be for vehicles equiPmenk other ((� (L/ LY L. R�sroNSp3L Permitted• used far the landscapin than � , } E PARTY_CONTACT r Black and white gJ RGNALD bLVI) ECSON: modifications, transparentmy,... f 77 CONN. BLVD set of together w- of Sheet #1 w' _Plans, must be submi4 f ur blueprint co ith the above EAST HARTFORD tO be stamped and s' o this Pies of the entire O TEL NO. (203) 289-T D 1 Commission igned. Commission within e0 Commission, as well as the The letters of a days e 79LJ must be Inland Wetlands approval of this reproduced on the mylarA ency/Conservation After the mylars returned to have been Signed 90 days. You for filingthe by the Co miss.After film a in the 0#fice of the they will be submitted to the Planning these Plana Town Clerk fanning Departments copy of the zetCi t within !r Very truly yours, P must be - -40 Scale 1 :M: 4 0' PLANNING AND ZONING-zo 40 80 COMMISSION 120 �` • 4c c t C. �i, Louise C- Evans Chairman Dz` CC: REV. 2-14 Inland Wetlands Agenc /Conservation DATE: REv. J- Collins Planning D rector commission NOV 1.4.1989 1. J• Iazzetta Chief Building official r Town Engineer E• Shawl Supt. of Pollution Ire c .40, Shaw file Control W. Lanning, Firessessor Registrar of Votersrshal SHEET NO: t Engineer Applicant �� ! •.I ' ' PZC File • J A_,. . . _..._._.. `�� , 8" PROCESSED GRAVEL 5T•ONE i PLACED IN TWO 4" LAYERS) y to - , LEACHIIG tl� JN CATCH BASIN / c;I,a,naER CONNECTION DETAIL n.t.S. =' ��!_'' . ► 4 N/F' - -�i/� o _p o Q o ASB'y ..R0AD A550CIATES ��� 4 o a " " t--R JZ" RCP OVERFLOW �/ d PIP£ GRAVEL SUBBASE ( if racluireA 6y TOWN ENGINEER) T� rSe -r ., ,, ; 18"56 5 r r, IZ" RCP OVERFLOW CLASS V T-I LEACHING' 7; i S"',3UCTILE IRON PIPE GKA01T A, �..'_' - IRf)N P1N 0 _ CHAF.L=54 8 SLOPE 0.0%S�L.2°i° =L.=54. 0 ttUNtitiStNl' ,~i0 6f SET F.L.=54.45 -CFAVEL FAKKING 5ECTIOM- 46 ' LEACHING NOT TO SCALE _ l %===T- �J"D.I.P. CHAMPsER N n RELOCATED GARAGE. - F ,d E-+ 7f<t)r'OSef1 6' HIGH t 0! �• r rrlr_ica.GL FENCE i' D D 0 0 f� FF PKOPCkTY L.lNf ! 3 U 1l . . z t AVE. DEPTH !' i 1CRETE LEACHING CHING CH kMbER AA5HON HS-ZO LOADING) _ a F' z r BQT GALLEY-54.m F.L.=54.43 DRICx:ADJUSI FRAME TO © ^ FRAME - FINAL OF GRADE2"OF BRICK v ' n P �, o Q Q� 2"STONE !�7 +\ •3 i.:t': t.9'.!!' `!iCt .AST CONCXI3TE r Gr tf.'t ft Pi( 2i :1'0 i; ►t H-a �' v I - ® s® ® ® � m U 18 L F. a o p a �- / S Y 4 i�0•0 1 •t-O" ^� ' LEAGt1tC.CtfAMSER (AASHO HS-i!O 7AAINTEMANCE L2 % GLASS v .. ot,LrEi Fa�klc ran<Twtw }LOADING) f t :•':r PRECAST SLAB TOP 0 a ,a o p - a SOT. t;ALLEY°540 GLEANOUT (TYP.) -�,- c a � A FLa54:L3 TFbT HOLE At. - :i L THE BEARING POWERS OF SOIL W ._. ? L.F. - 8" DUCTILE IRON PIPE- J.�IAMETCR SUPPORTING ANY STRUCTURE W 0 =Tv SHOULD BE DETERMINED AND n - EQUATED TO THE APPLIED � � � �1 I l�� tz- rc_C.E +. CB TYP£'C-L` PRECAST CONE UNITS SCHEMATIC VIEW OF JOINT ); LOADS TO CALCULATE THE 10-4 . wCUR23ING= SINGLE CAGE ,. A BEARING AREA REQI IIRED. y}s W FL, (TO GALLEY) ' f ' F.L.=54.8Q}[OVERFLOW PIPE) r - t--= /� O - - W - W MODIFIE /RIPRAP DIA. T W H L a F H AVED --- -�T' �� T F.=SG.PJ 5" 5' - i5 2.250 0.389 5.249 3.562 12` 2,187 �""t 0 �. AREA TO BE P n --. J F.L.-53.G9 MIN. MIN. ' - - - --- _ - - (SHAMED-rORTIOW) '" ALL DIMENSIONS SHOWN ARE IN 1NCHE5 j 74 L.F. - t2". RC 'O` RING PIP)^ ., r { SPECIFICATIONS I- tit ( �.✓ ' W '� ® f2L'�•�i I I r nANraw eW.F.- t2"RC.'O INGPIPE d 42 �Q F• a I Reinforced Concrete Sewer Pipe And 0` Rinc Gasket n ® tad•/, CLASS V tj I ' ` o <. - Manufactured In Accordance With The Following. O . 3,v 10.967 ACRES N/F• A.s.T . - c 0 I 4f-IV9 !. ( A.S.T M.- C 6 5 5 ,6pta tABB"t ROAD A550CIATES - 4'D IA. A S.TM ,.«,. L.-J v, A.S.TM - C443 Ai4l4 N`atA. t•ONt VIEW -(1-0 d RELOCATED) } �''^�A1J'TI-•TRACK �_,, 0 2:aPAD !r APPRdX. LOC-A71Olt qF EXISTING REINFORCIwD CONCRETE P1PE ' - '•""" �' �Q- II - TO bE PLACED ON SUITABLE �, -yCONFINED'0`RING JOINT, - � � � `�' ��� V( CHING UNDISTURBED MATERIAL S7,t2 , wa K t OR S70NE BEbbiNGCZ3 E- L \ rs. s� oga I i4.7 ► STORM ' MANHOLE J l Jt ..L St Lt.ON A-A (TLTION•E ' �5 - .uW°� 1 ' ! X.!TIFiG 5/ape oa shown orr prone ar d� G1 • i - � � dirt•/ed by 1•'ro rosun Ln .racer- nt:.ntr;c AREA PER t:r+>r.Taen _a.Ta s.c 9 ;5' WIDE 1'ESTRICTIVE AREA - VEGETATIVE COVER SCHEDULE SEDIMENT BARRIERS (ST) 9 � t 1 tw u,.o SPECIFICATIONS cn a c7% x co NO ENCROACHMENT OF PAVEMENT oat SITE I!REPARAT[ON: -- M ct, 9 __4 22.2' a tor'tot 1• DEFINITION •Concrete Minimum Strength -1.000 P.S.I.0 28 Days •Steel Reinforcement-ASTM A•615.75 i..rode 60 a 19.e 3• OR BUILDING 5 TRUE TUBES. ,vc;,rnr a/�•u� r tr `- °f ok APPLY 6" OF TOPSOIL TO hLL AREAIi NOT PAYED OR PLANTED. •Design Loading-Standard Units: 600 P,S.F. •Vent Hales and Inspection Manholes-C, ^.sI Sec � � C?0 3)F ; Joe(. a t'�p° SURFACE COMPACTED BY CONSTRUCTION MACHINERY SHOULD BE A temporary barrier instal 1 ed across or at the toe of a sl ape. opt o al Units• AASHO HS20.44 FlowdiffusorO Leachirq Chamber Brochure ,Q G I � T1C:NrRUC- 3HRy6bt- y 3''`n DISCED OR CHISELED BEFORE TOPSOIL IS ADDED. - v Ems . �.,� 2. PURPOSE K� , ' �� REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER PRECAST CONCRETE.LEACHING CHAMCNER x Tn s 4 � IN ANY DIMENSION. REMOVE ALL OTHER DEBRIS, SUCH AS WIRE, p N ua _ ' r To intercept and retain small amounts of sediment from disturbed or , w . � 7 E-• N.C. , r t84 L.F -I2- RCP__ CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR unprotected areas of limited extent. 0.5°/v f �l'n..n.mvryT /.�•cAnra� n�a� �neWn OTHER UNSUITABLE MATERIAL. TREE i o,r p/✓ns ar as d. rcltJ of lawn En�t.nst/ '` •� .� o � ;� � t 3. APPLICABILITY � � o t SEEDED PREPARATION: c i ' RIPRAP o. Cam- ^" APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS The sediment barriett is used where: Gr//er.Tr.9d t77' H a w �;. a,J �\� - ,, I F _ ea reyu rid to ull C> CG OR, IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE C fie,ra w a d SITES OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE a. Sedimentation can pollute or degrade adjacent wetland and/or 'D RATE OF 300 S POUNDS watercourses. __ srvp< r>ry c�ra APPLIED AT THE T POUNDS PER ACRE OR 7 OU �•�' 4 0 i f3 PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN _1__- ----`µ` �r a 'v� / `�. ­ 8\ ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF b, Sedimentation will reduce the capacity of storm drainage t a <�N '3BITUMINOUS\CONCRETE \ \\\\\\ SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING, APPLY systems or adversely affect adjacent areas. -� i _� ; I y � , ' N 8� '� NG \ LIME AT THE RATE OF TWO TONS GROUND LIMESTONE PER ACRE - }- ° s• F 8- COMPACTED SUBBASE (100 LBS. PER 1,000 SQUARE FEET), C. Contributing drainage area is less than 1 acre and the i.ength ° �" of slope above the barrier is less than 150 feet. If the slope -i- -- _�_�_� - Q �. , rru►x Fo � O . �. ._. �-� A, 1��\ "�"'++ i14// -�• Oerirr Jrc/ien ` }• Y/er=arci,rn. - - ",y' „� ca7 /Q�1 G -Ir•• \bF 'y r.F.-s5.30 WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS length is greater, other measures such as diversions may be ,, ,, ----__ _ rr,n.,«m<nr• rr•nrK=<<^r a, r� .�' >,�,�`f PRACTICAL TO A DEPTH OF 4 INCITES WITH A DISC SPRING CROSS SECTION w fitEC PAVEMENT DETAIL • necessary to reduce slope length. • ��`a rQ �` �'•- ? fij. 35 L.F. - I5" RCP TOOTH HARROW 4R OTHER SUITABLE EQUIPMENT. THE FINAL 8: tt� � •� O \ @ 0.5% NOT TO SCALE HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL 4. PLANNING CONSIDERATIONS PLAN q - ""� CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, �� 1\ Q " u, : V4 ` = FINE SEEDED IS PREPARED. ALL BUT CLAY OR SILTY SOULS AND - Sediment barriers' may consist of filter fence or straw Or hay bales, >o , •A- J! g, COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDED WHEREVER p' 1r ce stone berms, or other filter materials. Planned lifespan of sediment (� _ FEASIBLE. barriers varies. Straw or hay bales should only be used as a SEEDING: temporary barrier for no longer than 60 days. Synthetic filter f>u k F=,n/rrremcr/ Fr , rmrnit ff-`_- s2o'r;s•, ,a' ( fences can be used for 60 days or longer depending on ultraviolet a roere nr D,n,...a,ena •.,,,*rsrcre,r«.,t;..�rlr.�i��r..M SELECT A MIXTURE FROM BELOW OR USE MIXTURE RECOMMENDED BY stability and manufacturer s recommendations. Stone barriers can be ;�;, t,.,.., P - ,trH LMell /h. L';e nGri p c n c o ,r, .c, n,d &Ayr rr rnr..r..„•r• ,.r., , ,•,•••• .. •r „ ' I THE SOIL CONSERVATION SERVICE. INOCULATE ALL LEGUME SEED used for longer periods of time. • �, !' � /s• 7�• G•.r•!•Jr° rc.',f:r /so r o07 -- cast]onsa SECTION Y-Y ENO ELEVATION _ WITH THE CORRECT TYPE AND AMOUNT OF INOCULATT. - -" BITUMINOUS CONCRETE LIP CURBING APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, ,,; _rrnc.'r 1 t, Lxtidvatt• c Cr'enc;n -'1 •! � Notes: { MACHINE FORMED ) CULTIPACKER TYPE SEEDER OR HYDROSEEDER (SLURRY INCLUDINGt SEED AND FERTILIZER). NORMAL SEEDING DEPTH IS FROM 1/4 \ deep and the l bindiuc wldCh rlt -! StrJa J ��'�.I)1'. ,,V• I L_ 'di fl' or f- To 1/2 INCH. HYDROSEEDINGS WHICH ARE MULCHED MAY BE LEFT � � bale. Q M �! width n, ba c tw,r.0 it ,,;,i,,; I , NOTES: E R Q.S 10 N 8 tS E D I / i �E 1`�T ON SOIL SURFACE. -- ' I. Walls of all CGIC4 basins over 10 feel deep to be (, "-tM_„ I t Increased to 12' thickness• Inside dimensions to SEED SELECTION: 1. TOTAL AREA OF PARCEL = 0.967 ACRES. C Q N T R O L F L A N •v;x+��m y - A remain the same. }- I I E ( , A Pietast canticle lop supplied shall be approved U7 U USE Lit 1000 S.F. SEED MIXTURE J ) I j. TJ by the Town Engineer before installation. --- - - t r^ CZ" z" PERMANENT LAWN 0.45 KENTUCKY BLUEGRASS I I ' �[ v J Q z Z. PARCEL LOCATED IN INDUSTRIAL ZONE (I). ---I-- - 0.45 CREEPING RED FESCUE ,Jc1.ed ( 2. Precast concrete sump units will be permitted. U 0 z SCALE: I" - 4�d' [ J�ACKFILL SACKFILL 0.10 PERENNIAL RYEGRASS r: ccrapact d C�__ _ ,__ �- 1.00 tr aw sedge loose ,tray ac=:;:r ear. Wall thickness Shall be same as required for 3. APPLICANT: l,acl;r it t 7 �• r ` .I between bates to .:empaet '^•• COnStftrCtian with other masonry materials permitted" Q fY .IOSEPH ,JONES create a continuous e`(cjvJEl!d ,31 i W 11 3. Units shalt be suitably reinforced to prevent � O Z RGP SLOPES & COARSE LAWN 0.45 CREEPING RED FESCUE barrier. rr as shown on �• 4 crocking.during handling_ and placing. Units shall (� 77 CONN. BLVD ` 0.05 REDTOP "s['; !II uphill side of n Engineer before installation.. the :)ar'riv to be approved by low q EAST HARTFORD, CT 06108 LEGEhID B O �w �7 BEDDII;fG:'' �� = 0�45 TALL FESCUE :i.Ft, r tl rs� present p!p;ng. TEL. N0. (203) 289-7961 MATERIAE: `y 0.95 ,�;. II(::I,ltl _ .;, PLAN w Q T z SLOPES (NO MOWING} 0.45 CREEPING RED FESCUE - - - Q W In C 4. ENGINEER xS LAND .SURVEYOR HAYBALI CHECKS ._„__ - - unit p u 0.05 RE➢TOP _Crass slope as CPrecgsl canticle W W SILT FENCE T R E W C I 1 DETAIL 0.35 CROWN VETCH WITH per&Loss section SNEENAN, TARBELL, NEINTZ d ASSOC., INC. ___.,_.,. . ..� 85 INOCULATT f='a.� rt- af�,�-y - s'�/o } /=a''- /oys' -1N'n (1 290 ROBERTS STREET Nor To SCALE - - EAST HARTFORI?, CT 06108 MAINTENANCE: ;o I _ - M - -'�" - _ _tl --- U 0 L FIG. 7-7 PLACEMENT AND CONSTRUCTION r -'I" �- "`�' TEL. NO. (203) 528-18I0 OF A BALE BARRIER "``' �T - lxrl:f-ri( . �a a STRAW AL -. •. . d N •,• .•�LIME ACCORDING TO A SOIC, TEST OR AT A M[NCMUM OF EVERY r $ -' ''" �-~ vT, ' FIVE YEARS USING A RATE OF TWO TONS PER ACRE 100 POUNDS W ��y ,p - ��• __._. ,� 0^ c 5. 100 YEAR FLOOD PLAIN NOT PRESENT. { _ ` \ PER 1,000 SQUARE FEET}. ;r ;, - o \ d �� ; ate r r. �LaiIC thr. t3 C.' WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL ri t. set past, and is a L. R£SPON518LF PART)'-%QNTACT PcRS0k.; / I' Tire _ - o ROFJALD 30NE5 / a - _ a excavate a Vxn" Wire -1{ 4 "s!`V i t TEST OR BROADCAST BIENNIALLY, 300 POUNDS OF 1O 10 10 OR o"' trench, set post fencing enddypo� -^ :a, 7y 7a 1e' I_u . 7`: r: a"t' End of pipe shall be cut 77 CONN. BLVU i{f• EQUIVALENT PER ACRE (7.5 POUNDS PER 1,000 SQUARE FEET). Angle 10° downslope. M „ ., ` ��n...�<-- i-•- flush with inside of catch EAST HARTFORD. CT Ot.108 O upslope for �+ 's \_ -C, a ,f 't"-- basin. Work lobe included TEL. NO. iZ03) 289-79LI Pstability - ! in Cost of catch basin. and 1•r , \ E \ o/i/oR_•.c/A.1 n'N ` �O WHERE LEGUMES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL set: cieaniag. r „.1 til ` ---- TEST OR BROADCAST EVERY THREE YEARS 300 POUNDS OF 0-20-20 too= �,! \' ` .2.. ` Stick, Class W concrete, precast Q OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1,000 SQUARE �' ? ` "� "ln d.nay sr/s concrete units or cement rubble SO r FEET). h'_h,_':1 I�tia= it r[[h'>i Cl !_--F;-x /fjj _ l- `th-ua11u1nit '1 u'o \ r ud c.�y ./e.,..preoyhP masnnry. When masonry fS used =v1?Ill= i nr=_t4 12" rain. rJ .L,=.ru>• , a- wall t}ttckness shall be increcsed tgi_R1=+' P` depth ' ♦ o� ` to 12. Inside dimensions to remain oz tl-1- r-)• hj =,., `^�' `r .,P, ,. .• the some. Where brick or prLyast DATE: its SEEDING DATES: U """�"-""•••�- _ •.� ': '�' '�•• x9 '^ :i-• .'. a`': '�•:.•.•,.•• "•:: concrete units are used, car betltn9 NOV: 14, 1989 ��__ ____ a" wit} be permitted. Max. corbel to be ;• Backfill ,he --�--- -- Class�i concrete - - - 3 No projection shall extend inside SCALE: ` i PERMANENT COVER - 4/1 TO 6/1, 9/1 TO l0/1 fitter P 3. Attach fiiterdobnic trench and � - ' -4�.q.- of limits noted by -it rr Fabric to the wire (•eni g �' compact the 1 - 40' 41' Minimum TEMPORARY COVER - 3/1 TO 6/15 8/1 To 10/1 and extend it to r � 1 the trench. excavated sail. s SECTION A-A SECTION B-B SHEET NO: TEMPORARY STRUCTURAL COVER: I Cori actedr " f .I tlaci:filt ,': _ �' DETAIL TYPE "C -L CATCH BASIN CT DOT 2 4S eQ� APPLICATION DATES: OCTOBER 1 TO MARCH 1 �"1i1 t ),"` I_j,t;� irl=Pt tJ '., nl!'r%,/= OTHER TIMES WHEN VEGETATIVE COVER IS NOT DESIRABLE USE PROPRIETARY MATTING, TENT CLOTH, JUTE MATTING, MULCH (1/2 p,=1'.•I:�rl="' - t••'' TON TO 2 TONE PER ACRE) OR APPROVED EQUAL AND/OR PER , . FILTER FABRIC MANUFACTURERS SPECIFICATIONS. FOR SLOPES STEEPER THAN f' . 4:1, USE CROWN VETCH PLANTINGS. FIG. 7-9 PLACEMENT AND CONSTRUCTION --- CONSTRUCTION ENTRANCE OF A SYNTHETIC FILTER BARRIER ry t J