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Home My WebLink About87-04 350 Pleasant Valley Road Site Plan ZONING COMPLIANCE DATA: , I ZONE REQUIRED SUBMITTED AREA = 20,000 SQ. FT. 263,598 SQ. FT. LOT WIDTH - 100 FEET 177 FEET LOT DEPTH = 150 FEET 841 FEET MAX. STORIES = 2 2 Q HEIGHT = 40 FEET 32 FEET MAX.• COVERAGE = 50 8 15.2 $ (BUILDINGS) -••*' TOTAL IMPERVIOUS SURFACE COVEAGE 38.4 % \ FRONT YARD - 35 FEET 105 FEET REAR YARD = 25 FEET 291 FEET SIDE YARD = 10 FEET 11 FEET p� BUILDING USE: t OFFICE WAREHOUSE O ' �____ ----^�--- ..........__....r� ,�/F as",O.vrP' � wUC'�j CN•r:S t�*ra�CA� 20,000 SQ. FT. 40,000 SQ. FT. V PARKING DATA: OFFICE USE: 20,000 SQ, FT. _ 125 SQ. FT./SPACE = 160 SPACES WAREHOUSE USE: 40 EMPLOYEES 2 EMPLOYEES/SPACE = 20 SPACES C f TOTAL PARKING REQUIRED = 180 SPACES J TOTAL PARKING PROPOSED = /80 SPACES DEVELOPED PORTION OF PARCEL IS NOT IN FLOOD PLAIN A OR B AS DEFINED BY FEMA. IRON PINS HAVE BEEN SET AT ALL LOT CORNERS. DATUM = METROPOLITAN DISTRICT. h�F 4��'.r.V..-y,-�� .-a.✓Y�U.c; G'4>t -r'gC'L'fY�".t:l.y• � �,,ne,-."°"e RESERVE PARKING IN THIS AREA NOT TO BE CONSTRUCTED WITHOUT AN STC PERMIT APPLICATION APPROVAL. SST Kopp Y " 1" 200' enrl Ile] = .? ' 1 1 _ /r7 ' r— w m h to 4 r r - D ti V P 3os c s pia 3 4 V 0 c'<F , .� 1 uT N � Piwu APT. PAVE ALL PARKING, DRIVEWAY, AND LOADING SURFACES WITH 1 1/2" CLASS a BIT. CONC. ON 1 1/2" CLASS 1 BIT, CONC. BINDER,CURB ALL PAVEMENT. ;? LAYOUT PLAN S, �f" •: Ir1Y� Rl�r ls)uu '1-tr ,.x 11 ilt !' 1' 1 'r s.xttf 1l.Xt 111 4 f = , .!iJ 9' 1� QQ� ��i� Li�h ! ♦ I-t 1:1 ! J1 /' ll! Y -1 PROPOSED OFFICE ,t S x 1 ,,j _ Cat �� t'7`r•r�./A�+ a� ��s`!.w ,i Xr/ L,rlif! { +; -f1, rfrl-'7 i'X i !f !FIrF 11 IAirY t ,••� �� f. - AND i NDU L COMPLEX ,+Nr?rrf lr Nl rib f .]k'�rl; 1 rY,;^rir!r•: I:.�:r• ! s�-¢ ��t11Q .1 �j� G�w .r•X rtr11', r•:. (� E PREPARED FOR H. B..FISHMAl1i o "01a4 No.$741 � No. 8741 :� " fly:�! k3 CA- PLEASANT VALLEY ROAD TEL#282: (11-z. j9TEp`� Q' 'P�+: ;��i ��°►'�'" and associates , n 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095 • ' DATE REVISION SCALE:V m 404 JOSEPH MERRITT 3 CO. i R �rw C� f'`— 7 1 1 I � I V 1 � ll � �TI�J � �s-�.c.yd.�-•r Q u .'S�i4' .�J'n-,v�i.^ con�r.E'a.t. c`a'�",cr-aei9�%`�+•v �..-„r.`°"`.'_.:•a--'"'. 0 0�0 o v v o 0 0 sQ 0 0 0 7 `.J I e RESERVE PARKING IN THIS AREA NOT TO STRUCTED WITHOUT AN STC PERMIT APPLICATION AP VAL. 5 BEY MAP(� 7 i�i.✓ ----� I" 20A` T 9 9 1� b 066 o°nnno e r -Q�.�so✓f � rn ro n r*s q 9 c '-y..10 rrCiv> 7 O n o® o o z o s �wQ� o '0 +� Hex �3 W W �C � t" r ;. ao r r a �010 tn c�xis7 to :4 Qds7 N 1-3 �W ? 08 ® s QU7 � 8 $ 77e , e8s 8f57 � � � 8 8 a 8 � 78 oor o .cCL= 68.Dom' LANDSCAPING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANITY 0 RHODODENDRON PJM PJM RHODODENDRON 12"-15" /2 Q AZALEA DELAWARE VALLEY WHITE DELAWARE.VALLEY AZALEA 9"-12" 2fo JUNIPERUS CONFERTA BLUE PACIFIC BLUE PACIFIC .J'UNIPER 10"-12" 'S1 40 JUNIPERUS CHINENSIS SILVER SPREADER SILVER SPREADER JUNIPER 10"-12" 419 Q TAXUS CUSPID,ATA CAPITATA PYRAKID-AL JAPANESE YEW 15 -18 2i/ ® CORHUS FLURIDA RUBRA PINK°FI.'OWERING DOGWOOD 5'- �6' 2 LANDSCAPING PLAN 0 THUJA OCC•IMNTALIS NIGRA DAM AMERICAN ARBORVITAE 5 '�fr✓ 443 - $f,��,y, S/ IEI� Iyy f,/!!Ilffllff 1 1!!lt!'HI'L}Hrrr'i' !fllr f111.5�lI ..4N Y M(I (1_4AA.>rF. PROPOSED OFFICE TSUGA CMJ:WZNSI5 CANADIAN HEMLOCK ��+ g Oa�ti �+ COH rXrll1.1:f1 :(N114.\Y'! unrrrnrrsre�l rxru(IFrrt_i��.i. a,,,,..,.,. JF kf NIfS.iSP}F! }AL'fllrtNA}uFiNil7rI:rFUXSY1.ti'D.iR1U AND INQUS'"#"�ZAL COMPLEX F. l./� 4 ? 4 ,�••••�� Cri•� rl a rux.ir ti or tt'xrr t�ixn u.ir s inur'Trtn pacFurlFa rn. ♦ ( Q 1 f C to i.5-ISIF tihEp rl t'1/!}<-I L�'.\'fi('lll.i.t d.OIR7d irl♦VF I.iSl� ACER PLATANOIDES NQRWAY MAPLE 2"- 3' �`p f l: PREPARED FOR w H. B. FISHMAN No.8741 Ha 8741 a `' 300 P k3LEASANT VALLEY ROAD TEL#282 9D3� tioForryrca{oa aR'�� r�W and associates PLEASANT VALLEY ROAD? SOUTH WINDSOR, ;I I IL DATE REVISION 123 PROSPECT HILL ROAD • WINDSOR, CONN. 06095 • SCALE:1' 40' APRiL 14,'7987: JOSEPH MERRITf&CO. r 7,: ESTABLISHING VEGETATION COVER ON DISTURBED AREAS 1. SCARIFY SURFACE OF ALL AREAS TO BE TOPSOILED AND PLACE A MINIMUM OF 4" OF TOPSOIL ON ALL AREAS TO BE SEEDED. 2- APPLY LIME AT A RATE OF TWO TONS OF GROUND LIMESTONE PER ACRE. (100 LBS./1000 SQ.FT.) 3. FERTILIZE _ PER ACRE (7 a) So. FT.)NG SEEDINGAND WORK�INNTOAPPLSOIL.lOSIX TO10 REIGHTER AT WEEKSA RATE OF 300 FOR LATER, APPLY AN ADDITIONAL 300 LBS. LLBS. PER ACRE ON THE SURFACE. b) FOR FALL SEEDING, APPLY 10-10-10 FERTILIZER AT A RATE OF 600 LBS. PER ACRE (14 LBS./1000 O SQ. FT.) AND WORK INTO SOIL. h 4. SMOOTH AND FIRM SEEDBED, APPLY SEED UNIFORMLY AT THE RATE SPECIFIED FOR THE SEED TYPE AND COVER �..- SEED WITH NOT MORE THAN 1/4" OF SOIL. 5. MULCH IMMEDIATELY WITH HAY FREE FROM WEEK SEEDS, AT A RATE OF 3 BALES PER 1000 SQ. FT. 6. PERMANENT SEEDINGS, WHERE AN AREA WILL BE EXPOSED FOR MORE THAN ONE YEAR, OR WHERE FINAL GRADING IS COMPLETE: AREA WHERE SEED SEEDING MIXTURE BY WEIGHT RATE PER SEEDING DATES �C MIX APPLIES 1000 SQ. FT. ALL LAWN AREAS RED FESCUE 70% 2 LBS. APRIL 1-JUNE 15 KENTUCKY BLUEGRASS 20% OR PERENNIAL RYEGRASS 10% AUG. 14-OCT. 15 _ -- - --__ cu�8 C-a,;'�5 ROAD CUTS & FILLS KENTUCKY TALL FESCUE 80% 1 1/2 LBS. APRIL 1-JUNE 15 OR le, "%y'� DIVERSION DITCHES ANNUAL RYEGRASS 208 AUG. 14-5£PT.30 VERY STEEP SLOPES CROWNVETCH 60% 1/2 LBS_ APRIL 10AJUN£ 15 r ( r NO MAINTENANCE AREAS PERENNIAL RYEGRASS 40% 1/2 LBS. AUG. 14-SEPT.30 IF TREES ARE TO BE RETAINED, THE SEED MIX SHOULD BE ADAPTED FOR SHADY CONDITIONS. t 1 '� '^ '•n. 1 r 7. TEMPORARY SEEDING: TO PROTECT THE SOIL OVER THE WINTER. SEEDING MIXTURE RATE/1000 SQ. FT. SEEDING DATES ,I I ANNUALMAR. 15 TO. JUNE 1S RYEGRASS OR 1 1/2 LBS. (( J `r '• "'" "` / . PERENNIAL RYEGRASS AUG. 15 TO OCT. 15 X /F Sy��/C C'Q SUDAN GRASS OR MILLET 1 LB. AUG. 15 TO OCT. 15 WIN RYE OR OATS 3 LBS. AUG. 15 TO OCT. 15 " Qe / �� U` O :i%%c' .')�;•►•v^:r/,�.• %.r'r:eac�.a: c'�zr.-y-.,i•�-a�,.c;,.y., �.-.+rr^, t ) E/P RF Ny7' IN-TEUS "/ 9+ F2D4s - 3� /, PP AE ✓ r _ / Z KEY MAOP 7D / rsEr OA TD.�S 11 ' �E 70QD G9.SD J �x f x x MAQ % 4 -�+---- 1 .o[tiNG r r I 1/'¢1 r I� G9. D Gy 1 G 7D Ao `� iVji`" fyEyDi�L ✓� 1 !170ti otganin Nultrh Met.grials and Allplicatian aCea Q F I II J f 1 - *+�A / a' S S coNST,eUCT/D�✓ -- -- RATES l f �f "G9.B4 1 / Jl� fZ� Tit00 MULCHES _ � Per .Acre PeYr ioo0 Ctll �� 1 j1 7D.la G9 71J.¢S 8�t� 7b�e 11 \. a Strew or Hay 2!- 2 tans to - 9b lbs. Free r, Weeds b and hbred. } x J r matter. Must be antiEib�eB, x .SFT �\ \ 1 4. Bpres$ With Mulch blower or7D.ZO Y by handy � 1 V� r/ `s - ''-/� r Woad Chips 4 - 6 tons 165 - 275 lbe, Free Of coaree rf4tt0r. ` - 74 \ '�`` lbs.Air- nitrogen Meet too.with f2 / Ev1T Do 1�� 7/.S 7r9a -G9.5a / '•�� not use tinO fine @turf darO68, C \\ Q 96 r x _ �0 0 / �'-1 �o Q Apply with mulch blower, chip r / 7 r handler, or by hand. INSTALL CO �Zj N S •z'-G 9, i�sTq SNOwFENCE � ---� x sy M'C TIO N EN ANC sr� .v�o .✓.✓per �i�rEE' I 1' ;ffV x x 7/,/D ( x F G 'a X 9�a' Q ��.+� U) Select mulch material based on site conditions, availability of FINISHED F OOR -• 72.00 �-�80� materials, and labor and equipment. I 4 (ems {2) Prior to mulchl-0 �7 x 71W � / � � Complete the required grading and install needed sediment control measures. w (3) Agplicatio� Mulch materials shall be spread uniformly, by hand or machine. When spreading straw or hay mulch by hand, divide the area to be mulched into approximately 1 000 square Loot sections and place 70-96 SeA F n 1 //�_ ` ` 9 G 5d �Jo G �a � � 7/-�• � „ � j � pounds (i--1/2 to 2 bales) of strew or hay in each section to enaura v / //� - I �o / FINISHED FLOOR - 72,90 q l l uniform distribution. f 7� ` �� I 1 {4) Organic Mulch Anchoripa �F YY // / 1 // 111 x g x TL�SO l �+ ® `f is Straw or hay mulch must be anchored immediately after spreading to „ . -ooDL *r�...,..^ � I � / G9..so �=G9oa G9.-sd � prevent windblowinq. Other organic mulches do not require anchoring, j G9.00 / l 9.dDY \ The following methods of anchoring straw or hay may be used. F 111 �1 '/ I 1 ' � \ ` (� (a) Mulch anchori�iool SD G -s� 7G f y/.S �~ \\ �S ��a soil surface 0 This is a actThis rmethod awn pprovides max'£mumlement designed terosion control o punch mulch hwith to h� straw. It is limited to use on elapse no steeper than 3 to 1 13verticall , Machinerylshall be operated yon thercountermant can operate Safely. / c 4G {b) Zr,ackin i Apply mulch and drive tracked equipment up and down elope over f 1 / / 1 entire surface so cleat marks are parallel to contour. OL CO.�i�'O�/�T/O/t/ ! SOIL EROSION AND SEDIMENTATION CONTROL NARRATIVE 1. DEVELOPMENT TYPE: ONE OFFICE AND WAREHOUSE BUILDING CONSTRUCTED ON 6.051 ACRES OF I ZONED LAND SERVED BY AN EXISTING SANITARY SEWER, WATER MAIN, TOWN ROADS, AND AN ON SITE DRAINAGE SYSTEM. 2. SCHEDULE: SEE "CONSTRUCTION DETAIL PLAN" FOR THE STABILIZATION AND CONSTRUCTION SCHEDULES. 3. SEE THIS PLAN FOR SEEDING SCHEDULES. 4. SEE CONSTRUCTION DETAIL PLAN" FOR THE DESIGN CRITERIA AND CONSTRUCTION DETAIL OF THE PROPOSED SOIL EROSION AND SEDIMENTATION CONTROL MEASURES. 5. SEE "CONSTRUCTION DETAIL PLAN" FOR THE INSTALLATION AND APPLICATION PROCEDURES AS WELL AS OPERATION AND MAINTENANCE PROGRAMS FOR THE SOIL EROSION AND SEDIMEN- CONSERVATION & GRADING P�, TATION CONTROL MEASURES. 6. H.B. FZSHMAN (262-9036) SHALL BE RESPONSIBLE FOR THE EROSION CONTROLS AND RESTORATION INVOLVED WITH THE CONSTRUCTION OF THE BUILDING, PARKING, AND "rx.t. marry rr ,,u. , it 4Nr1 let 1,;. :,rxr •r,'r PROPOSED .� RELATED UTILITIES. iia +� At"I r + xn.c r nrri rrt ,rr�.,x„ r rr -u +. `A�D ... 0P s�s��4 f1Qly�'i CONNf' ;r e, t,rrr .r, rtiirrr ,rrrrrk, rrer r , t%, y, �� •,l a r N.1 1 1'?t/t!I, I ti! ,4Af�..ruf r! 'rl. (DtxPx ✓ ♦t QI'dn.w. �' •i � r.rar.�ct: �re�tft�+ , x, ,.rr .,.•.tr7tr[ r.�e,..n ,ti"s. rtir. . 4, o 1. �cc ass �1�,0 F L4 -_4G:' PREPAREDTOR ; no r' s 00,PLRASAur VALIEY..RQAO UL0 2 82 No.8741 No. $741 and associates PLEASAK1' DEL ,EY. 'Proa�a ., .�o, �y ST1 ¢ o� _ seta F - EROSION CONTROL KEY -"° v a `�° � ` "'' `�° a ..,,Ilan►° DATE REVISION 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095 • 11.R:1` PRfL 1 ;Aid Y "`;'.'•:.� 'a n `1 jF T sus c�/�.EYJ Cb. ,/- - .....`�..�.._..� ,.YlF 6PA'r9 � G'CJCB ["G/7'.S `]•}%..�/C'+PC iY�F+�,erS•Y.G4aL h, u f .o.er` C .s5'• ` RESERVE PARKING IN THIS AREA NOT TO BE CONSTRUCTED V aWITHOUT AN STC PERMIT APPLICATION APPROVAL. 1 8 ll 8' n,' 3 !��✓ Y. Y AP Q � lrff*ice . iV�F fyEii�D�L ✓-P Coo s9 STURM SEWER 1,1,I,Y11`I' \`Y l'.F•r .,._ ' �'.i.r_, Yb - lam: 0 C13 #1 69.00 65,Off 1, Mil 02 10190 65.00 q „�ivsT,yy G X/s SLOT. DRAIN 13 60.00 fifi.o0 .�,Y02ANT .5 �`� ± /�/��cyi r M H 04 70. 60 3 6 5.4 5 i CBS .��r. k' -",�`_�` - --�_ __y� �r C lu A 5 6 9.5 f 1 65.00 Mll 06 71.00 65.00 MH #7 70. 80 65.00 pcp C13 #8 69.00 65.00 ss.��. ' �� It l CB 49 69.00 65.00 IV{ scorr� 5�3 ` ,T. } CB #10 69.00 65.00 ss�>�. ❑ w� CcaF L90E� �!� 011M uND.raPG,?o�NArfE r •��., CB #11 69.00 65.00 G Yic� C B #12 69.00 65.00 sE V 4�0 EW #13 64.82 /�'CiGh'T�rYP} CB #14 69.00 65.00 ` r CB #15 69.00 65.00 i CB #16 69.00 65.00 LL m EW #17 64.50 Ma�� ` a• s�yi SANITARY SEWER ELEVATIONS STRUCTURE T.F. F.L. BUILDING -- 66.00 � EXIST. MH 63.20 8"0 PROPOSED 62.70 12rr0 DROP 57.57 15"0 TRUNK B.EFQ�P.F C�iYST.PG/C'T/DN iY�i� ,OY�Y�9�J/C CDNT�D,C C'O.PiaO�P.S�T/p,/1/ of-.y.Ess�s�-wE.� UTILITY PLAN , ✓ 1 r=vrnt ,,.. rlv .I,r r , .n1 r1 JFr+ r•Rr PROPOSED SED OFFICE _ 1CON,�. Nritq�� a , s•�nr:r•:,..,r. ar.r ,,rr u r xrti r rc+r r: ys� F. � GQ.NK +'. r.. +rr '.tl•:+ .lrr -r..rrr< rr ri, i�'•,Rrx� . �..... t + , .trr,t•r ,e clr s r .ru en.: .r t ,. ,rs ..• o ►. LA;� G ? A�� _f�, - A� D INDUSTRIAL COMPLEX � � ,��'`� w ,+,, ru . �.s,t; rr;.+•.r �` 'C <�= .:MPAREo FOR. . o �► nr' ; eZ '1: 8:: FISNNU4 No. ey11 * ,� iqc. 7#1 ;'a t ki 300 PLEASKW VAMEY ROAD TE+L#2a2-' 06. PLEASANT VAUEY SOUS'# W NQS+Cl ,CT - o � `� ��Y=�Ornrtat ¢ �'o= otR�stT��''titr. and associates ; ��'Q a U�v�� r /•1;�� ....ari�6 n n DATE REVISION U 123 PROSPECT HILL ROAD WINDSOR CONN. 06095 • SCALE: V -40 ;,APR1L j JOSEPH MERRITT&CO. • GENERAL D#MENS14N5 AiVp QUANT171E3 F'�R ONE WHENEVER CONSTRUCTION SHALL TAKE PLACE IN AREAS TO BE ECOLOGICALLY PROTECTED, EN(``4!5%0 AND Qly g= 4; 2++ THE CONTRACTOR SHALL TAKE SPECIAL CARE WITH HIS CONSTRUCTION METHOD AND SHALL COMPLY WITH THE FOLLOWING REGULATIONS. ~ S H t•• �.FT B VOL_ TRE:W-14 - Placement and Construction of a Straw Bale Barrier INS. F1: Int5. FT HS ALL EXISTING VEGETATION SHALL BE PROTECTED, AND ONLY THAT CLEARING AND f t • Ft:FINS. "�^ FT INS. Cu.YoS_ C.YJFL DEPTH straw bale 1+-2" `- i 2. Place and stake CUTTING WHICH IS ABSOLUTELY NECESSARY FOR .THE PROPOSED CONSTRUCTION. 4_�.. 4 �•' 2 H•�rOTAL. "C111W OF CIADWAL_L_ stake 1S" /2 1 -it/4 1,ip t,g? Q BA3� 3 trench I. Excavate a trench ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND CONTOUR }`-5` ¢'_9�" 5•_fo „ q ; A 4" deep and the bindin straw bales, UNLESS INDICATED OTHERWISE ON THE APPROVED PLANS. 't �4 t-111 l.45 2,l( D tt451DE OtA.OI= Plt�e A A g If ill two stakes per t8. i'-$" S`•-Oy " 1p'Iy R rZ�OI N I.t33 S• DIA.+T1'IICKNES5 OF PIPE badeh of a straw 'ill�i " _ „ •_ 2.35 L= LEWG'TR of WNLL ZiS+p wire or bale. 24` 2-3 5 7 » q^ n 2-1y u _ ov 11,rLow width of ba e . twine C" + 2.72 Z.S5 _ {(t.11�1{;1 EXCESS EXCAVATED MATERIAL, INCLUDING THAT RESULTING FROM CLEARING AND - a =��= GRUBBING, SHALL NOT BE DEPOSITED WITHIN THE SITE UNLESS OTHERWISE SHOWN ON 3.. '.5.?9 3.3G� s _ I.i,l {' THE APPROVED PLANS. 42" 3-10" ?:.2+ • 15!LY,• + t w 5. 5 4.05 ..-• .' :. ENTATIObI CONTROL 2 l 2 9 so.40 e!}.63 S_DIM ,�•• 4'S~ 7"q~ 1713" +I 2=L4 00 �>;` .x__ : ;..�- 8• g 22 ALL AREAS SHALL BE PROTECTED FROM SEDIMENTATION BOTH DURING AND AFTER VOLUME OF PIPE WIT14IN ENDWAL_L iAAS 13EEt1 DEDUCTED O ;� CONSTRUCTION. THIS PROVISION APPLIES PARTICULARLY TO STORAGE OF EXCAVATED OR Ex SCID Nf16N_T OF6ACK otr- wA,�u- packed STOCKPILED MATERIAL, AND TRENCH OR DITCH EXCAVATION. compacted 4. Backfill and straw• a 3. !ledge loose straw backfiII compact the WORK WITHIN SENSITIVE AREAS A150VC 5LOPE -To Q ;` plan. ij11D 7 FOR SLOPIL5 OF (� between bales to excavated soil - " create a continuous Q FOV SIDE OF 2:('At,&D 3:1 �-- as shown an theTIlEILO„ L PLAN 'Ijt�l.•,I�1 barrier. ,Fi,j�� uphill side of PORTIONS OF THIS PROTECT ARE TO e>a CONSTRUCTED IN WOODED AREAS. ABS INTENT 1• , the barrier to OF THIS CONTRACT IS TO LIMIT DISTURBANCE OF THESE AiilrAS TO WHAT IS AIlSOI.UTEi,Y I yt•ti. prevent piping. NECESSARY FOR CONSTRUCTION AND TO RESTORE THE AREAS AS CLOSELY AS P06SIOLE `l'O : , THEIR ORIGINAL NATURAL STATE. v b Ile, � 3 2• '- a `=�; , + ,;,Sir ` STRIPPING AND STOCKPI�. O'30_IG :�? u _ .. s _ ING T � ...w � \ r �'��` •. ,'� �•/a�7K1•Yt� •sr�. t -.. \ �% �♦ . \ OUffi4 '': 4 �". # ii,�":a�:iG :.^l I d Ir.�*..�CtII� E CONTRACTOR SHALL CAREFULLY STROP ALL 'yoppolL, LOAM OR ORGANT(' MA�'EIiTA#, . LL PIP .• t ^ _ I D \ 7� ` 1 �M•� --� - ` ( PRIOR TO TRENCHING OR OTHER OPERATIONS AND PHALL. 5TORE THEN IiEeA1tATE1-'� F�ti11{ ! 1 # ALL QTIiFR MATERIALS DURING EXCAVATION L�t1IiI1J0 IiAOKb'11,t#Ttlt� 'i'Ni~#kl 191l�`ERIAI+S -- •LOW .-t"tu�— . — �� =. - 1 SHALL BE REPLACED AND FINISHED AS TIJEY EXIt3`i`El� IJEFf�KE CC1NN'1'tttlC"j'TCdtf SE AtJ ELEVAT ION +! I [}ISPOSAL AF TRF-�S_A.�'?I? fiRt1�F1 cuwbe `C'C.0W9cYE N bll' '•'?1v {' t,I ' • �I, 1. I � '1,ur�' • . ALL SAPLING TRI:I~$ 11NU Li)tU�itl CW'I' I',IIJ '1!}1 •�!��' �HAi-rI �1Y C'1(iI'F+I:�II i;l,iii 13�p1�t�tlht,. LIS" INTERMEDIATE IiIPRAP II+i ', WOOD CHIPS a'HALL Htl; /Il INCH NOMINAI, TRU�l V409 Will" 140T 14#itili '#lI PJ hi.) V0111'.la)1'1' 15 D tI/ S END WALL. 'M}' ` 1'`„'�'1 PLA� OF THE CHIPS fIAVTNa Ats ARt�Ji NOT I�Xt;ri '1°II <atJ1� 11 1 hWIiALtG 1tJ('F#, i#Git #d ;l '1'##�4t1 1 6"GRAVEL ON FILTER FABRIC e6OjjoM SIX (6) SQUARE INCHRO, THR CHIPS blihi,I, Lit, Df-010,41�`f# by (IN1000t'l opli KA141,0i ii0o, WALL AT FOOT OF- gL OP E l_ Ij � 1iLr�T Dt�IF�1a.GG THE PROJECT IrJ WOonm ARpaAti (TR51'.0NATAD DY T111 < 14NOT111i14ft huh!. •• E C"4"�'"— ALL q'I'FtER THI:E3 AND ::'I'L1I4I'tl I311111,Ir f!f? ttltiMt)V1tlF 1i1if)tj 'I'11t: t!VI"4111,A'{'t?113 l411hAki AL.L.'F_Mt5 Or EXPOBEt) `5URF/4CE WAY gHtWLDEX WIDTO (M" 'TO 6E CHAMFERED ONE tt•IGH. 1iWPC &% SUOWN 0A SECTION A-A `t TYPICAL. CX0%.S W NEIA ONE Ut)WALL lb TO.BX LIBEO it OV, `�'C. ,ry"•rl, ti ' ;L' —A '' ��` TRF� G#;..1y. 4r#4V11'1` JN...14N{�,._,1 (;1`t1° :Lele 141.01s �ilcrtol+ _ Wo PIPE15, 'rNE DMEN9lOR% OF Tl{I►T `• / PLUNGE POOL DETAIL ~"' ,•?"'"�EI+DWA�fw Sl•1AlLl•GOMFOR►•t TO Tt4o5>C. A= Elevation: Points A CARE SHALL F:sP 'I'A><P:N 'I'() !r,)(('AVA'Pl$ "#'(.� 'l'It;z: t'I,)(itiJ4l"t' t,ir!#4 A#!Ii 11t4Al:Itt II#Jf1 i#tfl"#'It h'#' ,• Mquil:Eb F'OR THE A.KGaE.K PIPE t�N• p�''vct"i�r �> PT "rllE DI�+I.}L' BKA,�L_ Be f' should be higher than ALL POINTS . 7'lil; MIt�'tinUtt AtJ1) # 1�}tt1,I�#1IN'1' 4If11I1fftt { 1:,f AVA'('#-t►N 141.i '{' 1i AtaA�'1'I«#I '1'!1 lllClLf w�SEC3 BY "rtlrc OUTSIDE. plA. OF THE `' Points B. • . S '-r-E ER PIPE Plus TWO - `- -� THE CONi)ITION:3 AT '1IM Ci•1.f1t AND T111r, t3th#tttJFJ;i('NO 00 'flit, �1401'"ill 'l'1914('11 ; 1111114 FE T WIDTH OF THE CROUND 011 VTI1li;liVlf NH-lf#1fA(;.'14, CU'r fit# �I LOPE AN ENDS cI SMALL AS f'RACT CALILI; 'I't) At�G{;)tdM()IJA'1'1; '1'1IEr, WCrq „ I ^" TRENCH EXCAVATION, JiLtUJW T111G '1'Wr) FO("rri' 1.1t�Ix7'1( ptt1l(='1# JfI '1`l t;� t1`I'1011; •ti N(Il! - -- - KNOCKOUT MAX.OPEHrNG•0J3i4JTGIE:E:D SP:1'1tItA'I'LrIeY, !JI'IA[.[,r [3h? [:'C(i�'•1'��.fl,lf(`I 1t1�1;? �[#.Atf#i #1� ll�f�rli AO '1'{# '#'pl:##(`1# 1 ' BACKFII,L MATI.R7RI.. trtti,lf1:3 `I'111y I:;rJG"L11#>:1a1t Itp71'I,hpl^Fi ,`#' 11lJtll`l'Ap1.1#ti 1'I�pA+.' # tit, 1 ,` �`�.? - t n c 1 I1 11111 (T-111TP A 1't.►Ft r I11MC �"'" MATERIAL. i~}tCL.,.t C;SICAVATf:TS MAI'I:ItTA#, Dtlt►G{, B[ 1?lf;s~ lf�[:fi It -•.- --.- ---- - - STANDARD DETAIL 2'MAX. a" $TOl�kt sr=WasZ s��ucfu�+= . I RESTORA'I` U11 0J TYPE 1 ENDWALL "' �"'` '�' - ` ` :� .�:cxp,-�n..,»�.�� .� 'I • 'a--' t '�k-�!_. THE FINAL }tE5'I'ORA'I`IOrJ ArJi) ,1[SAI,1 H#. ilr)trF� Lr1 PIPE • :: 1r°t,� +rQ!s: _ -�" r ` ' ."1- '1 ?F ' �R t• G"MIN.(TYPICALI .^•� yj,. --v ` r' ,s, SPECIFICATIQN3 IN THIS C;U1J`I'itAf.'i . NOT TO SCALE 'r FtiaW ` 1 ow i�i..AN AND SEDIMENTATION CONTROL EROSION r ' ,' ` `te a+�� `+1L• �' L;., • REF'T:FtI:tJCk: IS; MADF: TO THr, "(.ONNP:C;9'.1CU'I' Gl}I[7lbf,l#J1 I3 [=CrR Si()11, FIt(}f:rtrt7 AND Alcl)IMFN't' •'. , ` I: kviS: -"`4 ,` `' /. f + ~) �':=•'- ''4? r wl�'.v. CONTROL (1905), AS AMMI'um), ANri 1'() TIIFS TOWN lll(:IIWAY rUGINf:f 1i'll ",'I'ANt.iAi?t1S 11Nfl TYPICAL I'-O« ,St . ,�•• NOTEr "-' S S �} I t =" 5P1CIFICA'!'IONS. TNI; GUIDEI.INI:S ARI: OB'I'AINAFtE,i: FROM 'I'11C C(.)NtIlC:'1'IC'tJ'r C"U[1FICI1. (>N Pir£ STUB AEOUiREDAT r' ;j�}H.�,ISt+ �I I ` 1 1 ` INLET CONNECTIONS 1U OPENINGS FOR PIPE SMALLf MANHOLE BE CAST IN THE BASE AT THE Ll ,1 , SOIL AND WATER CON.a',F•.HVA'I'TON, SR'A3'I: OFFICE iUILDING, i{AIC't'FORp, C'bNNt;("'I'IC_Uih, UCiIpG, REQURED LOCATION DURIN3 r, _ 4►J�NoR W+ }( T�O X2 x� AND SHOULD BE USED AR A REFERI.NCE IN COttS7'RIJC`l`INC; TN1's iRbfilt.IN AND FI4[3iMi N'I' DETAIL. OF CURB ItdF_ET OPENMANUFACTURE. INGS W LL NOT BE PER 5-rK E5 MAL`kCJ �AL1=� . • PLAIN CURB TYPE I MITTEO ` CONTROLS ItIUICAZ'ED ()N TIIf:SE PLANS. SCALE 3"_1'-O" 1•, T � + , , . .FFAY OR STRAW BALE EROSION CHECKS ARP, '1 O TSE I N.71'A1,i,i D A r t'FIF; fiAhG OF i'r 1 Ha Bale Installation at Catch Basins INDICATED SLOPES WHEREVER THE HBIC+117' OF TELL. DISTUR1181) 9I,0P11, EXCERMS P1011T FE JT I i 1 1. - PITCHWPERFT SECTIONAL_ PLAN FRAME b COVER AND AT ALL OTHER LOCATIONS AS INDICATED ON PLANS. HAY BALES SIIAI,I, AF,SO Bt'. STAK81.1 (SEE DETAIL bCb AT ALI, CATCH BASINS WHERE SEDIMENT MAY ENTER THE CATC11 BASIN Or? AS DIPPCI I) FIY I i 1 _ R"Iu; THE TOWN ENGINEER. HAY BALE EROSION CHICKS SHALL, ALWAYS Lit, Pi,ACI;D IMM8DIATFILY ' a FINISHED GRADE AFTER A CUT SLOPE; HAS BEEN GRADED AND D?FORE A FILL. SLOPE, IIAS F1F;[;N C'Rl:AIrrt . .-..J J. .. _ CROSS SLAP£AS _ #• PCPC0033MCT>�•' DEPOSITS OF SEDIMENT AND SII,9' ARE '!'p BE PERIODICALLY FILMUVEb I'kUM 'i1rE t1PCTRFAM 1- �====^^ -"' = —� + •i BAR 4• M`A, ADJUST TO GRADE WITH SIDE OF THE EROSION CHECKS. 'PHIS MATFRIA3, IS TO BE SPREAD AND 5'i'ABILI'I.ED IN ,_ _ _ �. _ — TOP Att PRECAST T- CQURSES OFBRICK4`MIH o 12"AtAX o SECTIONS SHI��.�. AREAS NOT SUBJECT I'0 EROSION, OR TO HE USED AS FII,[. IN AREAS WHICF3 ARE ND'1' A - - A 12 MAX. 1F::: ::E) SECTION TO f SUBJECT TO EROSION, OR 1'O BE USED AS FILL IN AREAS WHICH ARE NOT TO BE PAVED OR ..._ ) BUILT ON. HAY OR STRAW BALES ARE 7'0 BE REPLACED AS NECESSARY TO PROVIDE PROPER 1 , •," /�/� FILTERING ACTION. EROSION CHECKS ARE TO REMAIN IN PLACE AND BE MAINTAINED TO _ ASTM SPEC.- r .d To Bt USED v�CURIE! LET IS CONSTRUCTED w+tRS lA 36"x48w CENTRIC �/,q,�/E,f INSURE EFFICIENT SILTATION CONTROL UNTIL, ALI, AREAS ABOVE THE EROSION CHECKS ARE curAocOFANr TYPEEAaTo:oRLlPRopOSED. PRECAST MANF(DLECONE C 47E' .BgC/E'F/LG,/� ••` �.`. '.•••� STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. • J R . . . . .RIP-RAP AS SPECIFIED IS TO BE INSTALLED AT THESE POINTS AS ENERGY vrTC►(J(s'PERFt M► ^ \ �••aV OQ I DISSIPATION STRUCTURES. THE RIP-RAP IS TO BE INSTALLED BEFORE THE OUTLET L •.---—• - -- -- — I O-RING RUBBER GASKET = i� Y b a�4 STRUCTURES ARE ACTIVATED, AND ALL ADJACENT AREAS ARE TO BE IMMEDIATELY SEEDED I F — a S R.W JOINT SHAL CONFORM __!:__ �,/ A4'+ i IN SEASON, OR THE SOIL IS TO BE STABILIZED BY OTHER METHODS. THIS MAY REQUIRE S TO A S.T.Y. CONFORM �. -� �A Q SODDING OR MULCHING OR OTHER MEASURES AS DEFINED IN THE "GUIDELINES" 0 V-4• I CROSS SLOPE As `v 4BARS 4-D'LANG . --�• ••�•••�•- •• F/LTE'�P F•gBrP/C H PER CROSS SECTi ,. 4� F . . . ..SYNTHETIC FILTER BARRIER FENCE AS SPECIFIED IS TO BE INSTALLED AT ALL RISER SECTION PLAN TOP OF GRATE ALUMINUM MANHOLE + r b + �/� ' � LOCATIONS AS INDICATED ON THE PLANS TO INTERCEPT SILT AND SEDIMENT BEFORE I4' NOTE: �RO S GT�g&yNE9S[rNOD++cs+E'r�RwE1,tENT S• STEP • IA ". > 4 REACHES THE DRAINAGE SYSTEM, WETLANDS OR WATER COURSE. DEPOSITS OF SEDIMENT AND T?+E SL(wt ON THE TI�p"FACE SHALL� an KNOCKOUTS AS ` Ae � SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE FENCE. THIS CHANT D TO MATCH ADJVM+G P,�MEM T_ REQUIRED TO BE USSR WHEN CURB e,LET LS CONS eMICTED 14 A L NE OF `� } A ,u.TRaNasE toNSTRucTaN wn`H FULL _' MATERIAL IS TO BE SPREAD AND STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR TO B e�eAae C0N3T UCTCN LOCATION PL�rNe°e+eRErta�RsslG,00wLimeoroer+ETEa1RBr+e.ORSTOeE a4 d9� USED AS FILL IN AREAS WHICH ARE NOT SUBJECT TO EROSION, OR TO BE USED nS FILL IN cLAtemp5"H1GH .4 ,. � /�� AREAS WHICH ARE NOT, TO BE PAVED OR BUILT ON. THE FENCE IS TO BE REPLACED AS ADJAGf?+TTo$)(ISTING04PROPOSED N > 2 B/PDXEiY Ci 1y4� i NECESSARY TO PROVIDE PROPER FILTERING ACTION. THE FENCE IS TO REMAIN IN PLACE Testae. i_4 1'-a " �i s oAR3 4•-0•LONG Io�l 10, 1 1• ID• BASE SECTION , •� aSTQ/f/.E ad a�n a�� W. c-1055 OPE �� Cc CUFIB �� PIPE DIAM +2 -0 MIN. /� AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROI, UNTIL ALL AREAS ABOVE THE _ PEP CROSS SC=T + VkNN ABOVE BENCNHEIGKT.D _Z FENCE IS STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. .._.,^...«_. _�.... — •u j_.. ,....;_ ,; ,• ..,.� POURED D7 PLACE OR ,: oi L3iePaECASTwNcRET[uaT. 1r2"iF�`= FLEXIBLE SANITARY ,�1 ;'-`- 33'r3 ''"a _ iF. -: ' �.• �.. BRICK MASONRY INVERT-----,,, MANHOLE SLEEVE 6 ;l 4 MIN. SEE DETAIL THIS `� � MM+MMu1MDEPTHVntESS '.dam• .•�:.•'�•• .:; SHEET. THE INSTALLATION AND MAINTENANCE OF ROAD AND UTILITY RELATED EROSION CONTROLS ` t SPECFx:aLLT ORDERID ABSORPTION TRENCH DETAIL SHALL BE THE RESPONSIBILITY OF THE ROAD CONTRACTOR. • ! JI ` ATMEtAVI.E UNDER TRA%- + ,It ! ♦ I FUNAvV-•l`1'''*'OERUN' 3'C.gLE•` /~ .�` IN ALL AREAS, REMOVAL OF TREES, BUSHES AND OTHER VEGETATION AS WELL AS 3I;� r \♦ TR.Wi:wED Af A3 O-J� l2"IlEOOINO - ia` `F I DISTURBANCE OF THE SOIL IS TO BE KEPT TO AN ABSOLUTE MINIMUM WHILE ALLOWING �� W �;;;• Tt �'W �;- MANHOLE H O L E ( SANITARY SEWER ) - PROPER DEVELOPMENT OF THE SITE. aIs i�o' a zai6 2 h6 U M A / I 1 INSTALLATION REQUIREMENTS DURING CONSTRUCTION, EXPOSE AS SMALL AN AREA OF SOIL AS POSSIBLE FOR AS SHORT A 1 DaAwaGE OP IN a wnLL3 I TIME AS POSSIBLE. a " AT anPAAv#.TELxABOYCTHIS r The area of the entrance should be cleared of all vegetation, roots, RESPREAD TOPSOIL ' AND STABILIZE SOIL BY SEEDING AND N, + / +il' and other objectionable material. A road stabilization filter cloth AFTER CONSTRUCTION, GRADE, ` C. ELEVATION. I «,� MULCHING SO AS TO PREVENT EROSION. _ _____- ♦�, �W ;� ;'� � oq,0 can be placed on the subgrade prior to the gravel placement to V�3 °+ Placement and Construction of a Synthetic Filter Barrier prevent pumping. The gravel shall be placed to the specified THE CONTRACTOR SHALL NOTIFY THE TOWN ENGINEER AT THE BEGINNING AND END OF EACH dimensions. Any drainage facilities required because of washing STEP OF THE CONSTRUCTION PROCEDURE AND SHALL NOT PROCEED WITH THE NEXT STEP UNTIL o ♦ HKI,K.CLASS•A•CON ITS / Q �WSANWSOISAPPLYDA1tP- MASOK,CLAS ' FEUrCW- SO• should be constructed according to specifications. If wash racks THE TOWN ENGINEER HAS INSPECTED THE WORK. ` PROOFYJGON4WALL3. W►�RESrr-KORMA50WY rll� M�,�l are used, they should be installed according to manufacturer's LEI ham, a r CONCRETE UNITS ARE USED, m specifications. THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION O COMPELLING WILL BE PER- 4m p vy� w,TTEO uAraMUAM CO+iBElTO , CONNECTICUT D.O.T. FORM 8I3 ARE THE OFFICIAL SPECIFICATIONS FOR CONSTRUCTION IN 2 I 1 BE]':NO PROJECTXM SHALL �; x ` EXTEND ON51DE OF LIMITS •) I. Set posts and 2. Staple the t NOTED BY a W. Posts , excavate a 6•x6" Wire --..I = wire mesh MAINTENANCE THE TOWN. DATUM IS M.P. . trench. set post fencing "•• fencing to 4" Minimum .... ui. .� f`::c:rr'" •. ; r^v ~' :�. '� S Angle lo" dotirnslope. end post. The entrance shall be maintained in a condition which will prevent CONSTRUCTION SCHEDULE upslope for 4,_D" �s• e• W-o• e• ( , tracking or flawing of sediment onto public rights-of-way. This stability and , ODN TE OR •'-�• self cleaning. r ,1, PS a will require periodic top dressin with additional stone or addi- 1.. INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES. SECTION A-A PIECA5T UNIT SECTION e_� loa• I,• CT DOT 2' eq tional length as conditions demand and repair and/or cleanout of any 2. REMOVE TREES, VEGETATION, STUMPS, BOULDERS LARGER THAN 1 CUBIC FOOT AND WI+EaE P.�EC,IL�T f.ONCRLTE UNIT IS USEOrbR SUMP,THE TOP r - (' measures used to trap sediment. All sediment spi 1 led, dropped, UNACCEPTABLE SOIL MATERIAL WITHIN CONSTRUCTION AREA. OF THE ur,.IS'S1,ALL BE AT LEAST e`BELOW THE BOTTOM of •.,halu_rla =11�x 1►-rrls'u Ru- washed or tracked onto public right-af-way must be removed 3. STRIP TOPSOIL IN AREAS TO BE CUT OR FILLED. STOCKPILE TOPSOIL, SEED, THE p11'F.C,ITLETTW,FROM THE CATCH BASIN. �., 1-7,=ut •'{I;,_ly 12" min. =IIH;I� �tIIp3,11a FILTER FABRIC immediately. MULCH, OR COVER WITH NETTING. TYPE "C" CATCH BASIN +a1=�_►+= .��" depth -Illn.I.I''114. ROUGH GRADE SITE. 5. INSTALL DRAINAGE AND OTHER UTILITIES. CONSTRUCT BUILDING. CONSTRUCTION ENTRANCE 6. INSTALL AND GRADE PAVEMENT BASE. Filter ' p 3. Attach filter fabric ''` 4. Backf111 the 7. PAVE AND INSTALL CURBS. Fabric to the wire fencing 1 trench and B. GRADE, STABILIZE AND SEED SIDE SLOPES. I'1 and extend it to , compact the I the trench. excavated soil. C'0�1/STT/a,Y Coammppacted / • Batkfill I• /pi9,Q T� A �; :I- CONSTRUCTION DETAIL PLAN v I'_ull, I _ins. -r t,)JIZ Ilr�,'i IA�Aa 1R A,l1� '"'••i `v ��,,,,�•••, r HEREBY CIiRTrFY THAT TIUS MAP-4NV-WRI'F.1 WE'RE.PRF. PROPOSED OFFICE RJED Bottom of aaa+.�''Ohh,•'; - a A+MMA QQ •� SLw l'F.11AS OERIVFF.DINTrCIF'lF.+'1nF.ITH r(FPRAF. CTfLFFURST,4.V,ARnS a .i -r << F N .may uFACCITACIOFSL'Rr'E1'SAtiD1LIPSADUPTFDDFCF_11AER/0, - AND iNDUS'iRiAL COMPLEX Draina away a ,.• c a 4�r��w t 1s1sASAMF.xDOBYT1rFCn�vFcnruTA.SSOCIATIO.vOFfa.Vn c�} ��,•,c �v tt:p�3 SLRI'EIDRL PREPARED FOR A: • ; +w Q G /�,,� Y H. B. FISH MAN A " ` 300 PLEASANT VALLEY ROAD TEL;� 262-9036 o J 0 = o No. 8741 c ,.`4,`� '+ No. 8741 * - *fatal .�,. r ,•' c 4 o ki and associates (2031 68$-2413 PLEASANT VAL"LEY,FMD SOUTH WINDSOR. CT ELEVATION :«� •trG.a a .�yA,,rraTt� 0¢ Points 'A' should be higher o, SIO s j�,.a '.,,a -1 than( I than point 11 . ua..MSMM PLAN VIEW 2 DATE REVISION 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095 SCALE: 1' s.40' APRIL 14, 1987 N JOSEPH MERRITT 6 CO. LIST OF DIVA WINGS ` -p50S D L)TIL17\ RL-�N � _ 5 coNSTRRUC--nO � P .rpi� JJV UST J `J0 FFI CE AND D RIA n V ! If LLL' Y -RUAD VA PLF,, ASANT U TH -� NNECTICUT WINDSU -Rl CU 7 . D ev e To /-" er mISHMAN o:'I .✓ 6 B ,, �� cONNECTICUT SOUTH WINDS , PLAN • \ ; IOU .4 - A /rchute C . BUILDING LOCATION 1VIA ZA N J. BA zr C-rA E TAN 0 South Windsor) Connecticut - e Engers Consutti in " ng CIA� TE S '. .r.. ASS AL -D �BTINDSO CDNNECTICUT 7 0 .. - � '• , ,I':'` 1ST � 4 • . 7 7� � '� J. I? 1� ' � 3 `• 1 ;.1 4 ' 1.; �. I ji .�31 / 1 r! i I �i ... .. 1 I : r ' M , Y - - - - pi 3. ILI ' o_D - - ul � a o 1 _ r h ilk •1 '7 i 'I V, Ids 4 0 / : FIRST FLOOR PLAN 'SECOND -FLOOR PLAN ? _ "rep of SS�Ii ,, 4t10 N . Q Qa . LEFT SIDE ELEVATION RIGTH SIDE ELEVATION _• + _ �� - A{-ItM r , ' ' .. _ � _• .. �- 4 _k- I , fi'tf tt[..Ar'.�bO/fCT;-' ! a� i ;! REAR ELEVATION FRONT ELEVATIONPt U At • . .L' - - � .. st '� � ! t av ! ,,r:. y .7. 5 .1�a 4 7w::J °•� ',,,..,.i • - _!'. � - - � � � ., .'� I I k; �! (P { _ x "r -)_� ,..r t,C 4'��,°'pt1 tYs �..i'- r t •t r 1 .?� 5' ..SF;t F!EI t ' � - - - � .. .. � .. ;'.:r 3�-I r 5 r� li•. _ -.,95:(!- K :.d �t.a"i ti it��} f )+ . . F s •aI t .5 .. . S t J.A C 11- i !r`{� �'f_°�'M k it X nµyi J t:s i],j t II J , I , _ - .. � •iL 1' P ,) '� �5 'I'S i 7':iL ��r�l. �-tM3Ii �- fr .! -tI t r } r1...- S •r .tee S t"t s, r'. . •5 ,5 f; •/ f 1Y111F4.11"IlF } i� ••t`. y' at6. Av ..l. ,F� 'Yvey` `l:-.! .:.�•Sk•'r .:d�SY, ikxgq S;'_ 1 4.Y'! i I , d•R r• , r, h t � 4•.,t 5 3 S,. ,_tip.. "!:'I-�.. k Ea:V:� Y i, t'I R ( i ,Y , , .r 1. 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