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Home My WebLink About86-48 Park Centre Plans cIL-IZAiG -)F MA Y L—FIT CO3 PARKING SGHEDULE T23 8E S 7,(:,,'-/6'-ZO"E 73 ell Th Ze Business office space / 125 S. F. 74 am WL 2688 S. F. X' 1, space = 22 -r '22 Spaces 125 S. F. /94EQ PROpt-II GPqVEA, Industrial and wanufac,.turj11g space 2 employees DE Q ZS"R-��-9 20 employees _�_e�mployees !!�Wp 1 Handicap space per 2S Parking spaces G TF_ space Ospaces Peop DrE Ab C 32 spaces x I handicap I handicap space Allr- MliY DG_P77. �5 spac�s' ZZ 67 73. 7 X: CO. IAJC. Totalspaces required 32 OLMAP57_F_ 73 X PROP parking spaces V) GM CoJ`-ACP_F_-nF_, PAC) ce "C." W1S?-0fJ,_'A0E -E�= cE Parkin� Provided & -7-- 73.S PV _P)e'op 81T PAVC-1,4GW-r PP 2. C C., 34 Parking spaces T (9xl8) R7 2 Handicap space (15xl8) 3Y7 go PCDP C-8 "C-4_" 7-F -7,e.6 69 70 Z )LEGEND POC UkZEZ /-r-r Z4 C4f rSS P3 ZD7' A D T',26 EXIS77MG -X ... ...... ---------------------- ............ ........ ....... ............. ..... .............. .......... ZZ X r, 1_0 ......... ...... -..... ..... ...............:::;: . ............. .... .............. .... ...... ........ A ..................... 7.Z 45 .. ...... .. . te 5TIAJ& SPCr G . .................... ....... ......... SCAU-E: ........... ............ .......... ..................... ............................. ........... ........ ............. ...................... .................... -73 .............. ............ ............. ... PJ�Dp, S&414 ....... ............ . ..... MAiAj to ...... ....... 76. 1 NO'rES .............. ....... PROPC)SED.................... ............... .......... .......... ...... ......... . .......... ................ ................ .................. ............. ..................... ........ . .... . ... .................. ................ ....... ...... ............. PROPDSED -5AAL)rqZy �S�F raken -fro ��_,X1571AJG SAXIMIQZY...... 70.0 ................. 74 ...... d ^wetlands. . . . . . ........ ...... ................................. ..................... InlandVetlandsMap. ............. ........... F—X1SrJAJC .......... .............. ........... _rp PCOP ............... .......... .... ... h ................ . ............ .......... ......... ...... ..... .. . .......................... ........ .... ...... .......... ......... ........ ............ .......... .. .... .. n ot directed at adjoi y ...... ... ... p um ....... ...... SAII r_V SEWF=z (KE-Y M,4;>) .......... .......... ........... (K,--y mqp) S ................ .................. .............. 73x3 ............... ............................ ....................... ........... .......... ........... .. .................. . ............ .... . .................. ....... a 500-yea ............. .......... .............. ...... . .......... . ........... ........................ ............ ....... ............ .......... ...... . . ...... ........�?.......... ....... ............ ........... .............. F e Map South 1980. ... ....... .......... ....... ......... ............ ............ .. ... ...... ........ ............ .......... ... ....... ..... .... ....... . ........... .. ............ . ..... . ............... ...... e -7 176. 74,1 Power Co. 176-71 ting utilities obt ined 517-E g�27,-4� -WCCP Contractor ' ....... t c 7( all beforeyou- dig X-0 ZON F_ - T_ P C o ify depth. and -/9eEA - 407 C, COAX, location of .util* ities. FIZOPuSEc) 8Uj4_01hjC, qZEA qe TO"qC PZOR)SED ImPEzvlo US C0%/e-ZACE f Pro PUS F_D R5A K_ 1-4EJ C,N 7-— 16 ce 73 PP-OP10SCID EAVE HF_1CM7- c7,—.,, TFX 1540 SULL.IVA S0146� ve"6t N AVENUE - SOUTH W,NO504. AREA CODE 203/6444511 Z/Ds ygeo VAZD ,jNe HbCP '2 s4tember '0 Mr. Peter D'Engenis X_ kilo Pvlv-r Tyr I I TYPC- 1191 TuMblebrook Drive P 7b A�E 1`__r4tzrJKG 3R9CF_= -Jot R) kJq1_FU_r= South Windsor, ct. 06074 P 90 (7-,/P) '6177 Cj S Pe: APP. !117 S ite Plan 79� o Parked tre ised that the Planning & zoning PZi0n voted on September 9th to ap v n for�a -site plan of, Please be adv M.S. SOUTH WINaSOR-COWC 06074 PV 1540 SUILLWAN AVENUE development for oroperty located F_ Z,E-T as Nutmeg-Road S�uth P T�i AREA COOE 203/644-2511 shown (A mberg & Russo, daEeq 7-2i_a&,' subject to the follo,in -7.3.8 The Pians should be ............ CE Modified to �indlca 68.9-1 SCptembi�r ig, . 1986 2, The landscape m to'ind PV CE icate add ZD/Z &t,IA.J Ale F_ I M7- RTIFIED MAIL a itional Peter D'Engenis n for h n viets Ass dated 9-6-83- ociates, ; 0607,1 IT OE MII 3. A b' Commiss X 72./19 submittea,to this RE: ppo oad south P ion to 6�9. /QL)TME— G soUTH ro work, 19 must be s� bject to the ndi,tions'af tion commission Approved with conditions p aaroval of he South Windsor Inland wetlands C6 770tZ, guncy/Conservat pi� the' l 06 LOti22 Nutmeg- OE sc'T ' 6. No b' be ,issu6d until the fin P "c./c -rot- n been. .3 the Town 6lerk's o to for ....... o ce. il v 39, CCP P_ 6a 00 . Black and white transparent 7a Z3 mc'asures th this le tter for o e oies, .must be s submitted.to this been' COmmi0sion to kp stamped and -signed. AfEer it h 14.G. 2. We recommend a bond in the am in th signed,. the mylar wi 'ret T)=:72.Iq .11 be urned to as You and 6u3t be filed to Planning ted o -in 1 90 days_ 66-44 tation ''Yours very truly, fZ,-: osc ctivities �je : PLANNING zoNING f o COK111ss 16N E�9$EMCAJ-r,!AJ 1`7A� VbZ,oF F04i-rtq1_J Ey Vg -EJCT- armless te.-Town C -BW S7 n shall in1 y Of Southiiindsor Erom-the propose D'Auria it CC: Messrs. a te e rT q for one ye -IS a September 15, 1981. Very trulv yours, EROSION SEDIMENT QQNTRr0)1 P 14. AN KEY aMI:d1b PV PERMANENT VEGETATION COVER CC: Codservation Lt,,ission To 1A es CLIP"[ W Richard KEY - MAP 7,2. TV ION COVER 10ulse Evans Chai Tr_ PLOT PLAN Itnan. PZC "=Vias D Aur- : , .; ... , Z�ClSr. 7) RR RIPRAP n Ocal PZDF�-r)= GTZ)PM A4H t4arcia Banach, DirZ�tor of Planning Michael C-Antick, Di'- 'DETENTION Joe Russo, Palmber6 rector of Public IsbrkS DB BASIN Fbbert Kaye, Balf e,,,& RUSSO Tnhn qun. CE CONSTRUCTION ENTRANCE PETER YENGENIS 64, 7& A P.- heloa- Int coordikor, ST SEDIMENT BARRIERS P NUIMEG ROAD SOUTH tA AJ OP OUTLET PROTECTION EZC- -SAVIN w-Neks wc- CT S9UTH WIND50 A4AP E'M EAJ' V1TVF_4() p,, /7" ST q A Pe 'Opep_ry 01= 1-16ez- W4 cer ---------------- Till Po mop R is TEMP0fZAZy ii5TocxPi/_e -)F PARKING SGHEDULE M/,= AAAY LEPT ST6RES fO- lrJC. Parcing Required 73 ='P. 710 8E Business Office space 125 S. F. Tz� i3� S 2688 S. F. X I space 22 spaces 125 S. F. 1_07F'22 =2-02 Qc, Industrial and manuf-accuring space 2 employes C�%Jkl I PEOPC>5ea Gi? 20 employees 1 space 14 L LA ?Z'ZE19 IZ AIIE _ = l0spaces 2 employees I Handicap spaceper 25 Parking spaces aces x 1 handicap ---------- ------ 32 sp . mgy nef>T- - 1 handicap space NO CU 25 spaces 6TORZ5 CIOL Jmc. V) OL)m poF. P67-F—P— . ...... -PP-OP 13177 W/-,7-CXr_,q0G: FFAJC� PV 0" Ell 77- 7.3�5 CCV,1C_CF_r_F_ peop T P 73.6, Z PF40P.C-13"C/_" /2Z'7Z Ar 69,75 T-F 70 /_0 )LEGEND 72-Q cottMue% JV1144P ........... ............ .......... E_yJ,5T1MG SFOr GZADE A ..... ...................... PROPOSED z5t�CRQOE A, 4--73 e—Z mAim F-OPC)SED "qn_=Z OT E S 72 .......... :76.1 ZEk16T1W_> SA"rrAP_y ->eweZ fro in inland 7,1- -wetl,ands. 'raken u 70.0 LL PRoPoGED SAAL)r4" sF_,I;jeZ Inland .Werlands Map. ........... .......... ............... .. .... rop TP-EE t P T07ZM 5EWEE South. P tmeg Road SAJJrrar_V GF -X (KEY MAP) j oining .... .. 5E�-JEE (Kj-=y mAp) .......... S STAKED ...... 73x3 ...... d with a 500-year ......... ..... UG44-r flood limit based upon ...... ....... FROFC5ED Cj`T;i�pF .......... Rate Map South T I N ....... by Connecti ..... Po' .................. ........... i�.......... .. .. ................ . . ........... .................................... . . ....... ing u'tilities obt.ained from Utility C panies. 76. 76.1 74, 76.7 ...... . ...... efore you dig L-800-922-4455. call b 2,qv C014C. r_ P 74G, 7 rify depth, and location of .utilities. 7&7 /_0T /9JEtZA 2-0Z Icp PWFUSEO GUR-01MC, qZEA - /8,20C> S.f--� engirieer, COAJC, SiC:IEA) IFV -C, 'OP PIZ'PWP05r--0 E,'9VF- HEJGH-r 14.5 ?Z)&2&0t. 70-Wn 74- 1540S LLIVAN AVENUE SOUTH WINDSOR,CONN. AREA CODE 203/644-2511 T 74.S 7 77 S�Ptembdr 22,, 1986 (TYP) /S xI VAZD IJMZ HOCJ C J-= M s rive 1.k Typ's SouthWindsor, Ct. 06074 f*_ (0 SF�90E > P 7o t36 ;�Pp- Site Plan Re: C14 P Lot 12 Nutmeg Road South, Parkr-entre lip d that, the P1 r,-r anning zoning coLmi 74 September 9th to approve the above appli cation f6r,a site plan of development for property 1- F7 ocated on Lot 122, Nut.rneg'Road South 1540 SULLIVAN AVENUE SOUTH WINDSOR.CONN.06074 g Russo, dated 7-21- 86, AREA CODE 203/644-2511 subject to the fou PV AJ-7-10-17 -520"W I. The plan U\ s, should be' modified to �indjcate sewer t to a"manhole. th70 Tl=- '73. SePtembi2r 19, 1986 CE 'indi, conform to da te additional the streetscape plan for rr_ ED MAIL Parkcentre which wa -------------------- s prep Eafe PkI Alan,viqts, , sociates, Pv IJJAIE 3. A bond inthe amount mi;Lted to this, f $5,000 sh4ll, be sub landscaping. miT 0 —FMIDC L-!—A cement of any sit� work, a mee.ti.ng must be M held with Town staff. MUTMEG soUTH s subj ' ons o inland wetlands A ' p f of tb e # orflot#22 Nutmeg' 6. No b' gency/cons ill be issued un EXIST C6 770P f maining space ta, been ylars have A UE til the final-m ' be leased to small business ti filed in the Town Clerk'a Office. 7O- f- - The following condi Black and white transpare nt mylar of Sheet A.1, w*ttI this letter reproduced thereon, together with three blueprint]..copies,,.must be u include erosion L submitted to this COmmi)js�on to s ned. signed,. the mylar will been tt h h 's offic' be retur ,. W om bond the amount 7a P-3, CZ ted e- within 90 days. COmmission to ensure compliance with very Yours TF:72.Iq tat PLANNING ZONIZiC, COMMISSION b l o er. 13 67. 54 Vg Evans,:t;i1a harmless F-i9seme UT im i=AV0Z'(0F -Town the o gainst CC: Messrs. D'A" e s from-the proposed operati METROFn�,)TAM USTZCT" on or use._r one year and shall expire an GG September 15, 1987,5.' The pe dorm 1-1. Mora ^M 0�P nc EROSION R SEDIMENT CONTROL PLAN KEY Inland we M codservat3.on Cbmmission CC, A. B. Davies, jk�puty Ittwn Engimaer sor RAAP PV PERMANENT VEGETATION COVER KEY PLOT PLAN Richard Martel, Town r 3incer 'I'Oui- Evans, (liaiman. 11ZC TV TEMPORARY VEGETATION COVER ThCI— D'Auria, Building Official TP SSMH OP-OP TO 1A7CH - _Z r P P-0 P. GRAbe- 72. Banach, Director of Planning PLAN PREPARED FOR i�1 Michael Cinticj,, Director of Public 1brks RR RIPRAP G7DP_M MH Joe Russo, Palr.qeg 6 �,S,,, DB BASIN Ba IF CCMpanV PETER UENGENIS re-= 6�7.76. VPIO=nt brdiotor CE CONSTRUCTION ENTRANCE 9- 64, 7& ST SEDIMENT BARRIERS SQUTH WINDSOR, CT OP OUTLET PROTECTION P EDCIF_�M6�j�i zlqvlQ BIE07�9&es lklc. /-Z, n,Z 14/AJO- V� -T AE�_ r At)'. 1 fit t�4 "J7��-ICG 1Z0 /a-0-Z6-(D Peopeery op VEY AS 0 F A'�_fA P SinUT74 ---------- W(Alasosz,CT. ESSIONAL EkINEERS /P-40 LAND SURVEYORS & PROF VE THE COWIECI U1 AS A_-%-1_EN'DED BY 148 < v B A�WkAi�DWR OnAd�Dn _y0 116, INC, EP BLOft L ECTICUT FIELD, CONN 7 242-2775 BY -------RATE zispor:illy sssded','uid ged with haybsles` to. prevent erasion if it is ao ze�ia croxe ,_c��n �o days Zht=e i;' toba no .'stockpiling of soil °within a ten fool 13a►it of adj'oia3ag.propert es, r_1. i1 - i •• 1 1 A , A PLAN! TP"pASED TO �rrA-r °� E DIRECTION OF THE ENGINE ER / 4%6 / 3 1/2'a_,—NORMAL FINISH W%hZE rl r/T"Nlk "1 }•� . _ _. — F - •- t jj�� 71Sb�-�iX16ED r r ACIENT TO CATCH •� �; . `w , r ! , BASIN AS DIRECTED 04 OPENINGS Off 01- EUVATION *4 SS�ANDY SO I.S r 1 r.� h, A V/Ai-l�1 " CI A417A CYNAX' 2. Plack and stake straw bales. two stakes per bale. 4. Backfill and compact the excavated soil as shown on the uphill side of the barrier to prevent piping. T'. 1'. A• 6ra.>,I••> - _ 3Cwr VALaO its I ..vIti1 : r �f +r�r-Ic rsNa Geov.+o Aff A or T 4WV t irnty wir"r rfrlrr psi/ EHO VIEW 510E VIEW •r F ► A-y DAAA-. •-r& °e EMOrVVEO A' IN txl9rr h GRO ao . t D-7�5T.tR TA I L WAY M,0WBALEP YGpJTR4L 0AtiOEA. ! tc . 11 l' : "T. S . / P`l PPS � 2'` C2USN� - \ STtaiJ� ,Licem ` (5ATF'�1C L mo tJ S-f MtRAF I � CKmao it 8rr come. cx qss -L[- Z" 13)T. CcxJC. GWSS 2 FQ.00ESSt D 3 oqr= IZ" GPRVe-A B4SE 1?M PAC'T"ED SUt6- G�t9I7E TYPICAL SECTION PARKING LOT PAVING AND BITUMINOUS (�ONCRETE LIP CURB.' NOT TO SCALE MA,X <D'wwa MAX,RAMP CwB f�P{R f'T t„F dAC Cf }wt,n r"AA •M Inc /ACC of Cvna WAW1+� Ty 1u,r. q ;v.•.u-* J1 G DETi�)1•C.. PRECAST TYPE a MANHOLE B F!-AgE CUT =:'NOS LAST Z" A � �� 'A PORTICN CF STRAP ENC=SED IN MASONRY SHALL BE C0A7`ED WITH BIT UMASTIC- a OR ZINC CHROMATE PAINT ALOMINUM STRAP (6061 T 6 ALUM.) SET TOPOFPIPE �'•" R-4 BTO SERVE ASSECTION C-C BAFFLE 1 I -CCNNECTION OF PIPES TO MANHOLE WALL 1 i t —'—' i—� /2� PIPE TO BE MADE WITH BRICK OR CONCRETE [ � I Id'xIO" FCRGED ALUMINUM- MAS014RY, CR AN ELASTOMERIC TYPE OF I 1 I ) SAFETY RUNG MANRCLE SEAL, APPROVED BY THE ENGINEER. _ STEPS 16' O.0 MOC "STANDARD FRAME .a REMOVE PORTION OF DROP STEP OE TAIL COVER" OR AS SPECIFIED PIPE TO GONNECTAS SHOWN TOP STEP TO BE _ 9ALE CETAIL 4" BELCN FRAME BRICK VARIES FROM 6" TO 1B" T— � C`'. REINFORCED CONCRETE MANHOLE` SECTIONS CONFORMING TO AS: -,St r�iI s C478 WITH"0' RING JOINTS CON- f1 �• � =F r• FORMING TO A.STM. C443 Ir l�— y ECCENTRIC PRECAST RE114FORCFIL D -� -- MH CONESL �� •.,:, LAY PIPE TO UNDISTURBED SOIL C , ;I C-8"-OR 10' SEWER, CAP END IF r i� C PRICY CR 1^n i.• ORDERED CONCRETE I _ i WAT_R 3/8" D[A. ALUMINUM P!PE S T RAPS, :L 7ABL° Ste{— •, SET AS ORDERED j S. "I -----11 ASBESTOS -CEMENT OR PE 1r'nC a PIPE a 90• BEND AS CRDERED , \ FILL EXCAVATi D SPACE GUTS;DE ,1 r✓ MANHOLE a UNCER PIPE: WITH CCriCRETZ OR MASJ^.NRY FOR "X '•••''; .. 'VDTH CF a' EACH SIDE CF =1r%K' �•• _ • . - - - MIN. WIDTH 22" cr.. ...._.S=CTICN-A-•A+ �6" OF --14" C;;L•St;ED S70NE—' FOUNCA-;CN NARRATIVE .The nrgposed site development for'Peter D'Engenis is located'.on. the north side of Nutmeg Road South .in South Windsor,Connecticut. The site is located in Zone I.R. and the lot size is 2.02 acres. The lot -.is bounded to the north by May Department Stores Co. Inc. ,,west- by S.ta�idard Print:ir�g and east by land. of Savin Brothers, Inc., A. I., Savin .and Hartford Jewris'j� Federation.. . Two-typesof soil.are'underlying the site; Walpole `Sandy Loam', Ninigrec.. ine.Sandy'Loam. The first being classified inland wetland type soil..,! o 9100 sq, ft. buildings`parkinglot and truck loading docks are to bei'conscructed in. an area of approximatelyll.28 acres of Lila 2.02 acre lot Any disturbed areas' within the development not to -be built or. paved on is to be permenently'seedeo as.des-cribad later in the narrative. Total impervious coverage of the -site will be; ;,approxinaeely 3. 8%. e site is serviced by public sewer,'water.and electricity. .Theeutilp:Eie's servicing,' the site shall be'underground._The'storm drainage system has been'despgned co.. connect o the existing storm sewer .manhole at the. southwest corner of. the loci.; Refer to -the': rainage study for specific details and runoff values .for the proposed,,,site-'de�,e,lopr�-czt., e site development for Peter D'Engenis Is buildings'' will. 'begin Lipo.�1',appreval e. be site -plan or shortly thereafter. Prior to any construction accivi ies,-const.uc ion exit pads are to be installed at the 1'ocation ,designated on `plans' is ollawing the tallation of the construction exit pads, sediment control praccices;,ani measures hall be installed at .the, location desingated•.on the approved 61',plan. ybales are to, be in the ;area of construction' at 'the base of coat and fiill . slopes rior --to any -lanai disturbance. Haybales and all. erosion and Sediment �'oncrol 'Prac ice:, re to be installed:, applied and maintained throughout the ' proj ect in �Iccvrdar.ce d r'n he guidelines as described on page 3 of 3 of the Palmberg &,Russo Pl.a�s.. - The first.major land' disturbance on the site of Peter D'Enge- s will be �he-stripping.of topsoil`in the immediate area, of construction.' Prior to any stripping oetopsoil•hay- bales are to be installed`.in area of construction as designated on the pans. ;All erosion and sediment control practices are to be repaired, replaced and maintain d throughout the project by the developer in accordance. to the requirements outlined on:P"ge•3-of 3 or un-, tit all disturbed areas have become permanently stabilized' The topsosl;is .to -be ,stock .piled• at the location designated on the plans. Haybales are to be insta;led along per- imeter of the stockpile to form a sediment barrier Temporary seeding a!,,topsoil stock- piles shall be completed within 15 days of its formation'as outlined in the guidelines for temporary vegetative cover on page 3 of',3 of the -plans by Palmberg & Russo., ,If -the formation of the topsoil stockpile does I not occur 'during the 'seeding data (i.e. . winter months - September 15 through April l) the topsoil stockpile shall be tly.mu1che dPorari as outlines on the page 3 of 3 of the plans by Palmberg & Russo until a tjemporary veget ative cover can be established. Topsoil shall not -,be placed while in a ifrozen or muddy condition or when the subgrade is excessively wet The next step in the cons truction' sequence is the. grading required'for the construction ;. of the parking area, access drives and exposed areas. The soil erosion and ;sediment con- trol measures and practices implemented prior to the .stripping of topsoils,should be 'in- spected for repair, replacement and, maintenance, prior to any land distuib-Ance'activities commence upon completion of final grading, all graded.'or disturbed areas'hot to be,built or paved on shall be permanently stabilized. If seeding cannot be ,accomplished during the recommended seeding dates ,(April l through June..1 and `August.l5 thio;jh"Septembtr 1.5) the disturbed and graded areas are to be temporarily mulched to stabilize "the soil until seeding can be accomplished during the next "recommended seeding period. 'If rough or final grading is to be delayed for more than 30 days after land disturbance activities have ceased, the disturbed areas are to'be temporarily vegetated or temporarily mulched if seeding cannot be accomplished' within the recommended seeding' dates.'` When 'land disturb- ance activities occur between the months of September 15 to April 1, spear:ial`attention should be taken in assuring that the exposed and disturbed areas are sufficiently mulched immediately after final grading, until seeding can be accomplished during the'next,re- commended seeding dates and all sediment barriers -shall be checked periodically for any• need of repair, replacement and maintenance until the disturbed areas have been permanently stabilized. Upon final grading, haybales are to be installed at -the base',,of-cut,and fill slopes as designated on the approved soil erosion -and sediment control p1?n. The construction of -the building should begin after the site has been rough.graded. Areas:: to be filled shall be stripped of topsoil, vegetation, roots, rocks and:drher objectionable material that would result in the construction of unsatisfactory fills !Fill should be placed and compacted in layers not to exceed 8" in depth and shall .be,fr4e,of.brush.' rubbish, stumps, logs, timber, racks, building debris and other objecti64able'material that would result in the construction of unsatisfactory' fills: Fill should bei'placed and., - compacted -as required to prevent erosion, slippage, settlement,;eXcess s4turation.and other' related problems. Frozen material shall not' be -used fore till nor shall Rill be placed and. compacted on frozen ground. The fill required for the construction of ttie building shall. ; be placed and compacted in accordance with local and state requirements atd;codes. l The parking area and access drives are'to be surfaced with fbituminus.pav4ment`at the'com- pletion of final grading The construction of:the.building.shou,1d be co4pleted prior to' the surfacing of the parking area and access drive with bituminus pavement. The erosion and sediment control measures implemented throughout the projPact, 'shall be maintained after the development of the site until the disturt d areas hs-re'been permanently stabilized and vegetation has been established. Not until the disturbed areas have become permenenlly stabilized in accordance to the final erosion and sediment control plan shall any control measures be removed. s ,ZEV /O -g- 8,6 0 *4, A PLAN TH13 DiMENS10H MAY BE INCREASED TO11/rx( THE DIRECTION OF THE ENGINEE-/7 41)K A CO"CRETE P1 PLACE FiRIECAST CONCRETE H`'i 7$ PONIVIOull RAWILL ABOVE T14 3, ..lr3 ELEVATION W"WKN I S. , 101.1 0 T-P -N SANOY—SOK-S MMY4 WALLS ODUICCKRMCLA LUftN"A TYK J�. *0ooT R Sn PARft04ECTIONe SHALL XXEMD INVDE OF �O%A& on 4% 4" LIMITS HUM IrY A Or Ky 99CTION A -A 3ZCTiOt1 0-0 $E�T IONS WHILN HEIIINT EXIC11"11 10% STRUSYURE WILL K Pr`E114" TT yF;R9CM MY A' 10 OW Of WIN. A& DWI TO WVJMN IM --7CC CATCH BAST TW- SAM. straw bale trench - 1. Excavate a trench stake 2., iiack and stake 4" deep and the straw bales. width of a straw binding .1 J 1. two stakes per '�fba e bale. wire or width twine bale. packed strawy 3. Wedge loose straw compacted 4. Backfill and plan I.., backftli between bales to compact the create a continuous excavated soil barrier. as shown on the uphill side of the barrier to prevent piping. n HAY RALLY - •.':,':I, J •1 Gcowo T ---� ` T U rl7U 210L VICW 91, q" �-H �-,. milli. --�. �16rlll IT Pkc) 11 81T CONC., Clc,qsls IT Z" 13)T. ccvic- C."Ass T 11 PECC-ESSE-0 3TC0,3E 1z" GZAVEI- 8,4se :OMPACrp-z SU&CP-ACE- . TYPICAL SECTION PARKING LOT PAVING AND BITUMINOUS CONCRETE LIP CURB, No-r TO SCALE 1:r($1 r -Mi'mim RAAX 46-44A. VAX. J C *P(q rT BACA Of WkLK /7 ACC Of C(Ag WRWrrG S1fl�'•WA K RA P iYP �-)XJZIW& TYPE a MANHOLCE B %0, FLA RE CU. A -A PORTICN CF STRAP ENCASED IN MASONRY SHALL BE IL t=ATED *RMrI 3ITUMASTIC- -J OR ZINC CHROMATE PAINT 22"MIN. ALUMINUM STRAP (6061 T6 ALUM.) LB SET TCPOFPIPE TO SERVE AS I. —A] SECTION� BAFFLE PIPES To m '10 CCNNECTIOI�OF LE WALL TO BE MADE WITH BRICK OR CONCRETE ]i tP'PE 14".10" FCAGED ALUMINUM - TO LASTOMERICTYPECF I SAFETY RUNG MtNWCLE NRY,CRAN E L STEPS 16 .1 ac SEAL. APPROVED BY THE ENGINEER. ' I I MDC -STANDARD FRAME .a REMOVE PORTION OF DROP STEP DETAIL COVER" OR AS SPECIFIES PIPE TO CONNECTAS SHOWN TOP . STEP TO BE BAFFLE QFTAIL 4" BELcw I FRAME BRICK VARIES FROM 6"TO 18" P/4- 71A. fit,REINFORCED CONCRETE MANHOLE SECTIONS CONFORMING WCFORMIG TO ASM n 1.111 I C47 a WTTH "0" RING JOINTS CON- FORMING TO AZT.% C443 ECCENTRIC PRECASTREINFORCED MHCONE SEE BAFFLE YLI F 7.7 LAY PIPE TO UNDISTUPSED SOIL 41 T C e'-S"-OR 10" SEWER, CAP END IF C ORDERED PRICK CR CCNC-RET- V, MATE 41 1 3/8" DIA. ALUMINUM PIPE STRAPS, R TA rL f' SEI AS ORDERED tl 8" ASBESTOS CEMENT OR PLAS 7-C :;6, MAX- PIPE a 90* BE,'JD AS CRUERE-11 \FIL' EXCAVA" iTS;DE !,:; L TED SPACE C1 MANHOLE a UNCER PIPE WITH CONCRETE ORMASONRY F WIDTH CF 6' EACH SIDE IF PIPE 22" OF CPUSHEO S-ONE--- SECTICN A -A 10 N 06- E3 FOUNC.".CN NARIUI'IVE Mw,-grwposed site development for"Peterlj'Engenis is lo'cated'.on.:tbe north side of Nutmeg Road South -in South Windsor, Connecticut,. The site 1S located in Zone I.P'. and the lot size is 2.02 acres. The lot -.is bounded to the north by May Department Stores Co. Inc., west- by Staodaid-Printing and east by land. of Savin Brothers, Inc., A. I.,.Savin and Hartford Jeiwish Federation. Two -types of soil are'underlying the site, Walpole Sandy Loam, 1% i n i g r eit'.. Fine. Sandy'Loam. The first being classified inland wetland type soil. rwo 9100 sq, ft. buildings parkinglot, and truck loading docks are to bed constructed cred in. an area of approximately 11. 28 acres of the 2.02 acre lot. AnydiSEur..Oed areas vithin' the development not to -be built or paved on is to be permenently seeded 'as, des-cribed,' later in the narrative. Total impervious coverage of t,he-'s'ite will'be�.-a'pprominac:'elvI...,.,.:;� 3.8Z. .7 rhe site is serviced by public sewer, Water. and clecrrici . cy. The uE il:iEies' "Serviting, the site shall be "underground. The'storm drainage system has been designed co...c'onnect to theexisting storm sewer at the -southwest corner of,the-loci. Refer to -tile I drainage study for specific details and, runoff values for -the proposed site'de,vel-606cni.; The site development for Peter DEngenis's buildings, < will begin upd'b' approval: c, - he siteplanor shortly thereafter. Prior to any construction activities, construe- ion exit -pads, are to beinstalledat the location designated Oatplanslw folloL:ing tile tallation of the construction exit pads, sediment control practices,J and measures,, h e s ta hall be installed at the, location desingated,. on th.e' alporoved sediment,;: control plan. y :ales are to. be in' the' Area of construction' at the base of cut and fill slopes rior-to any land disturbance. Haybales and all. erosion an'd-s-edimenE tontrol 'practices r ro t e to be installed ') applied and maintained throughout the project in .'accp1rdance v.;. r-h he guidelines as described on page 3 of 3 of the Palmberg b,Russo P la,PS . The first. major land' disturbance on the site of Peter D'Epgea1'r will be'the ,stripping 'of topsoil'in the immediate area of construction.` -Prior to any "stripping of topsoil hay bales Are to be installedlin'a'rea of construction as designated an the 0,lanis.All erosion and sediment control practic"es are to be repaired, replaced and maintained throughout the project by the developer in accordancelto the requirements outlined on P.Age .3 of 3 or un- til all disturbed areas have become permanently stabilized. The topsoil I , is to be stock- piled at the locat ion. designated on the plans. Haybales are to be installed along per- imeter of the stockpile to form a sediment barrier.,. Temporary seeding T.topsoil stock---..-..'.:' pile I s shall be completed within 15 days,of its formation -as outlined in the guidelines for temporary vegetative cover on page 3 of'3 of thEi.plans by Palmberg Russo. 11f,the formation of the topsoil stockpile does.not occur during the, -seeding date6 (i.e.,-winter months - September 15 through April 1),'th6 topsoil stockpile shall b6�,�emporarily. I mulched as outlines on the page 3 of 3 of the plans by Palmberg & Russo, until'a'!temporary veget- ative cover can ,be established. Topsoil shall not,be placed while in a frozen or muddy condition or when the subgrade is excessively wet. The next step in the construction sequence is the grading required foi't1he' construction of the parking area,'access drives and exposed areas,.- The soil erosion !and,sediment -con -' trol measures and practices implemented pr ior to the stripping of topsoil should be -in- spected for repair, replacement and maintenance prior to any land' disturiiance r activities commence upon completion of final grading, all gradedor disturbed areas -not tobe built or paved on shall be permanently stabilized., -"If.seeding cannot be accomplished during the recommended seeding dates .(April 1 through June-1 and August:15 tbr6ugh'Septeimb-0-Ir 15) the disturbed and graded areas are to be _temporarily mulched to stabilize ' 'the soil until seeding can be accomplished during the next recommended seeding period. :.If.rough or final grading is to be delayed for more than 30 days after land disturbanceactivitieshave ceased, the disturbed areas are'to 'be temporarily vegetated or temporarily- mulched if seeding cannot be accomplished -within the recommended ded seeding land ' disturb-. ance activities occur between the months of September 15 to April 1, special attention should be taken in assuring that the exposed and disturbed areas are sufficiently, mulched immediately after final grading, until seeding can'be accomplished during thenext re- commended seeding dates and all sediment barriers -shall be checked perio dically for -any, need of repair, replacement and maintenance until the disturbed areas hi.ve been permanently stabilized. Upon final grading, h4ybales are to be installed at.the,ba4ii,of.cvt,and fill slopes as designated on the approved soil erosion -and sediment control plan. The construction ofthe building should begin after the site has been ;rq;169 h.graded. Areas to be filled shall be stripped of topsoil, vegetation, roots, . rocks., and -,,Other objectionable material that wouldresult in the construction of unsatisfactory fills ."Fill should be placed and compacted in layers not to exceed 8" in depth and shall.be-fr,eel.of,brush, rubbish, stumps,:logs, timber, rocks, building debris and other objectiR.hable material that would result in the construction - of unsatisfactory tills i Fill should hould be placed 'and. compacted -as required to prevent erosion, slippage, settlement, excess saturation, and othet.' related problems. Frozen material shall not be used for,fill not,'Shall1ifill. be placedand,, compacted on frozen'ground. The fill required ior the construction of the; building shall. be placed and compacted in accordance with local and state requirements :!and codes.: The parking area and access drives are to be surfaced with ibitumitlus:pavement,:.At the com- pletion of final grading. The construction of;the building.should be.completed prior to the surfacing of the parking area and access drive with bituminus pavement. The erosion and sediment control measures implemented throughout the project shall be maintained after the development of the site until the disturbed areas have been permanently stabilized and -vegetation has been established. Not until the disturbed areas have become permenently stabilized in accordance to the final erosion and sediment control plan shall any control measures be removed, ;E!F-V. /0-9-86 CONSERVATION PLAN PLAN PREPARED FOR PETER, -VENGENI'S NUTMEG RQAD SOUTH SOUTH WINDSOR, CTpQ�M 9 IaND �URV�YOR� & PROf�f f ION .15 par POND Dw