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HomeMy WebLinkAboutDrainage Reports - 04/12/1994a Dal , 4:. DRAINAGE AND EROSION CONTROL REPORT FOR BOSTON CHICKEN AT LEMAY AND PENNOCK P.U.D. PREPARED FOR ZTI GROUP MARCH 14, 1994 STEWART & ASSOCIATES. INC. 103 SOUTH MELDRUM STREET FORT COLLINS, COLORADO 80521 303/482-9331 VICINITY MAP PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR BOSTON CHICKEN LEMAY AND PENNOCK. P. U. D. . EXISTING SITE: This proposed site is located in the Northwest a of Section 18, Township 7 North, Range 68 West of the Sixth P.M., Fort Collins, Larimer County, Colorado. The site is bounded on the west by South Lemay Avenue, on the north by the Lemay Animal Clinic and the Robinson Press building, on the east by medical office buildings, and on the south by a medical office building and by a restaurant (Godfathers Pizza). The net site area is 2.0 acres. The gross site area which includes the East z of 'South Lemay Avenue is 2.4 acres. The proposed site was the location of the old Fort Collins sales barn, a railroad spur, two houses, a garage and a barn. The architectural survey of this site completed in 1971 is included as Exhibit "A" with this report. All structures were removed from this site before 1984. See Exhibit "B" which is part of the City aerial photograph taken in 1984. The proposed site slopes northeast at a slope of 1.6 percent. The site is covered with grass -and weeds. Runoff from Lemay Avenue flows to the north. There is no offsite runoff from the west, north or east. Undetained runoff from the existing restaurant and a small portion of the medical office building south of this site crosses over the proposed site. The area of this offsite flow is 0.7 acres. See the crosshatched area on Exhibit "B". DRAINAGE CRITERIA: Due to the small basin size, the Rational Method has been used to determine peak runoff rates and required detention pond volumes. Design factors used are in accordance with the recommendations and criteria of the City of Fort Collins Storm Drainage Design Criteria and Construction Standards Manual. This site is in the Poudre River Drainage Basin. This basin, by City of Fort Collins classification, is in the "Old Town" basin. DEVELOPED SITE: - The site will be developed into two commercial building sites with parking, access roads and landscaping areas. A detention pond/wetland and also a picnic area will be developed on the north end of the site. The design concept is to detain the 100—year developed runoff onsite in a pond on the north side of the site and release at the historic release rate into the existing storm drain system on the west side of Lemay Avenue constructed with the Riverside Shopping Center. All runoff .is to the Poudre River. Additional detention will be constructed on the east side of the parking areas of both lots. Both detention ponds will function as one with the release control at the headwall to the proposed 15" RCP that crosses Lemay Avenue. Boston Chicken Site Page 2 Existing runoff on Lemay Avenue will not be routed through this site. This runoff now flows north to a curb inlet at Riverside Avenue. To compensate for this undetained runoff, this project will detain onsite runoff from 0.7 acres of the existing offsite runoff from the south. This runoff now flows onsite into a low area and remains there as a retention pond. Runoff from this site and the offsite will be restricted to the two—year historic rate based on the site area of 2.7 acres. Emergency overflow from the pond will be to Lemay Avenue. The capacity than 133% of the required capacity. EROSION CONTROL; will be at elevation 58.50 feet. Overflow of the pond to elevation 58.50 is more. The construction sequence for both'phases will be to first do the rough grading of the site, including the construction of the detention pond. The foundations for the proposed buildings will then be constructed. The drainage pipes and water and sewer services will then be constructed. The curbs and paving will then be constructed, and the last phase.will be landscaping. Erosion control will be provided at the time the rough. grading is started. A silt fence will be placed along the east property line to mitigate the prevailing northwest wind. The outlet pipe from the detention pond will have a straw bale filter placed as soon as it is constructed. The two area inlets will also have straw bale filters as soon as the storm pipes are laid and the inlets in place. Gravel filters will be placed at the area inlets after the paving is in place. The filters will remain in place until the landscaping is completed. Franklin D. Blake, P.E. & L.S. enclosures 9 STEWART&kSSOCIATES Consulting Engineers and Surveyors 103 S. MELDRUM, FORT COLLINS, CO 80521 PH. 482-9331 FAX 482-9382 By: Date: Client: Sheet No. —/ of Project: Subject: _� i i. i .I -{---i _.I. I f._' , .I _' i ,. i I I. _ ! i i i j ' i 4e� e.-I er ep L j ( j� j � lo�% �i�-a j I� C57 /I :;pe j is I .�v.//I /c%� �1 71 �, j r�Of•7.��.5-/TE � G �i'/�Ll1lff i I i f�.�� �ili�l'> �� � ' 7! /1 �eV, 57S, 7V 1-1111!rll Ile I' LIP . STEWART&ASSOCIATES Consulting Engineers and Surveyors 103 S. MELDRUM, FORT COLLINS, CO 80521 PH. 482-9331 FAX 482-9382 By: /aG� Date: Client: 8T0.7 � /7 Sheet No. - of Project: Subject: N I STEWART&kSSOCIATES Consulting Engineers and Surveyors 103 S. MELDRUM, FORT COLLINS, CO 80521 PH. 482-9331 FAX 482-9382 By: '141CIr7Date: 2 ZO 9 Client: Sheet No. �7of Project: Subject: f��li� G ALG �S i! is I l /vile 5 ! Z j D/lTL�-T I ,��'�STPlCTio�✓ I pGOTE - !. Q,PC/CE 'S/�/rV4 Zyh 4e 3Z.2 it.�93, ` � -- � .1 I j � ! � i •.t i � � I $f�..3 r /00-�r f/l�JL i / .57 37 F e°• j ' �S� ; ;S. 2G �.0 ; J` ZG.' S�O,i� I zo B A07 ".. i I l j• i I � j i i I I l l j �� i I- �� I I�� I i I i 103 S. MELDRUM, FORT COLLINS, CO 80521 STEWART&kSSOCIATES RH. 482-9331 FAX 482-9382 Consulting Engineers and Surveyors By: Date: 2/ Client: 4:f /ze Sheet No. -,Z of Project: Subject: J �I �0•�1�4.5'/TE { i� /�Ll/.� i � v��Gv/�c0 �TE I � I Pc e 77 I I I I I ! i I � � ! ! I i { ' i I• j ! � i i ! I I i t � I I I ' I I i i �-.m�� T•oBLG ; I i l l I, ; i t STEWART&ASSOCIATES 103 S. MEL 3DIRUM,FAX FORT COLLINS, CO 80521 Consulting Engineers and Surveyors By: Date: Client: da�;'5-4:t2 ��� Sheet No. 5- of Project: _ %— Subject: alit !I^ i�llil I tl ,ICI I. I /vor�Li �o.�� �/✓�, tic ! � lli�i�! •� i � : � s ( !•.I �.� � I' i l l l l �! i i!! I �m� �✓ r i I ,�'�' I � f��v i s CF' t 1 57 0, I I 3,4G O I I � i i is I i. ,✓wv°S P,9��li � � ! , ' �irr,�/�,- i . z g 57 I 5a O i 77 lGr4.Ll ill"I (;! 8S C F llilllli 7 445.. S c'- /' i;7;�45. STEWART9406SOCIATES 1 O� S. MEL9331 FDRUM, FORT482-9382 COLLINS, CO 80521 S. 482-AX Consulting Engineers and Surveyors By: G Date: Client: Zee, �7 Sheet No. of Project: Subject:-::���S C� I sm '17 i I � I _') � I i 'I I I I I �! � I '5-ee i1.J-Irs a! I } /'!:P !'!/G//, �? I CL i._ �- I ( ! l 771K77e jj 01W A( t > t 117. 101�1 '/7 p- o11O of O O11 AP /T J� �p.S�i �( I( i i�{ I I i j '' I I l iI; j� i j i i! i i Z. 55 all Lr, 13-'* -5' STEWART&ASSOCIATES Consulting Engineers and Surveyors Project: 103 S. MELDRUM, FORT COLLINS, CO 80521 PH. 482-9331 FAX 482-9382 Date: Client:. �SJi7 G�ic��'�'l Sheet No. 7 of Subject: 1��'�'i.�•?�"� ; �-Law �Tr� ir/o,C>l�; ���' ,_y'�v��T, 7 o?CicS i t 0 !77 ZS •� D;77;: O. 9G' zoo % lms I ' '00 i1'; C? I I T r %/ao S>nr i.l i i I i I I I i! � � • .'IjtlIiI! lil'Z !i!Iii I • t .ill; Ii!'I I I D • i 77 F. 3' Xi Q, 7 ( /. 78 1 7, d �; 0, 7 I¢ 70 s flliiiIli�i!jlII!I-illy - I it t l li,I I ; ' 13•'f �z! � I �oO i. 7, i STEWART&ASSOCIATES Consulting Engineers and Surveyors Client:Sheet No. B of Date: Project: /boa Subject: IGC IG /Jr !II!{ I i 4 I I r 103 S. MELDRUM, FORT COLLINS, CO 80521 PH. 482-9331 FAX 482-9382 I ICI �I 1 I 1 I I I STEWART&&SSOCIATES 103 S. ME 3D1RUM,FAX FORT gOLLINS, CO 80521 PH.Consulting Engineers and Surveyors / By: JfGh Date: %¢ Client: �d��4,,V Sheet No. �of Project: OB /Os7 Subject: %�e 4:a�G'' S I i I i I i 1 ,f i t 4 3 70 56 In�11pdraulics ol Sewers ya.lues 0.01 0)7, ► /00 00.(7/ 00 70 60 40 30 tz 43, Won MEN to iii ROME sm EVEN SEE Won mol Ml a 0" Ml boon 0 2. LON 4 Sam SM %.fm K WIN m VMSWool on on EVEN ■iiiMl un la WE I umb"I Q so NIXON SoMmill MEN 0 ME illill ME 1110 low on M10EN as RON ma� awlsIlmoll o sums as OEM 0. .41002 0003 .00,74 o. .0005 ..Z5 0006 0,00e 0, .0009 7 .00/ .0a2 3.5- 0. .003 t 27' .004 4- .009 4.s- 21' .007 00 14 005 S.5- /5 .02 6 12, 03 f7- .04 .05 J. .07 09 J7 .3 .6 RMINC Engineering Consultants Drake Terrace Suite 240 343 West Drake Road Fort Collins, CO 80526 303/226-4955 November 20, 1984 Mr. Tom Gathman City of Fort Collins Storm Drainage Department P.O. Box 580 Fort Collins, OD 80521 RE: Riverside Shopping Center Filing II Dear Tan: This letter report .and enclosed drainage calculations are being submitted for inclusion with the final grading plan and in modification of the Final Storm Drainage Report of June 1984 for'the Riverside Shopping Center Filing II project. The proposed Riverside Shopping Center Filing II is located on the west side of South Lemay Avenue approximately 350 feet north of East Elizabeth Street. It consists of three lots'with a total combined area of 3.32 acres. The topography of the site generally slopes from the southwest to the northeast at approximately 2.7%. The entire site lies within a single drainage basin. Offsite drainage from the south is intercepted by the Etnigh Ditch. This ditch lies along the south boundary; departing to the south at the mid —point of the south property line. Drainage north of the site is to the northeast and therefore has no effect on the site. Drainage along the east side is transported -by the site via the westerly gutter along South Lemay Avenue. The site is occupied by vegetation in the form of weeds, grass and numerous trees. All drainage is transported across the site as overland flows. The amount of stormwater runoff for the site was determined by the rational method. .This procedure equates the design flow to the total area, amount of rainfall on that area, and a multiplier that is determined by the physical characteristics of the area under study. The bulk of obtained from the dated,May, 1984. the procedures, methods and numerical constants were City of Fort Collins Storm Drainage Design Criteria, The entire 3.32 acres will be developed in two phases. Phase I involves the immediate development of Lots 2 and 3. Phase II will develop Lot 1 at a later date. As we have discussed, our revised approach for this site involves, discharging storm water directly to the Cache LaPcudre River. No on -site detention is anticipated. Flows will be intercepted at and routed from Curb Inlets #1 and #2, and Area Inlet #1 through the Riverside Shopping Center Filing I storm sewer system. This scheme has been coordinated with the developer of Filing I. They will oversize their lines to accomodate the 23.2 cfs from our site. Inlets for both phases will be constructed under the Phase I contract. Each inlet is sized to capture the 100 year developed run off from each respective area of the site. Curb Inlet #1 is located in the south flowline of Pennock Place. Flows from Lot 3 will be discharged directly to the south flowline of Pennock Place and routed via this flowline to Curb Inlet #1. This inlet has been sized to intercept the 3.5 cfs anticipated from Lot 3. Curb Inlet #2 is located on the north side of the Lot 2 parking lot. This inlet is sized to accomodate'the 13.3 cfs anticipated from Lot 2. Area Inlet #1 is located in the northeast corner of Lot 1. This inlet will accomodate the 6.4 cfs anticipated fro Lot 1. Inlet control controls the amount intercepted in each case. off site flows fram the west, Basin A in the June 1984 report, will be routed along the west lot line of Lot 3, north towards Pennock Place. Off site flows from the area south of Lot 1 and part of Lot 2, Basis B in the June 1984 report, may be routed to South Lemay Avenue or Lot 1 depending on the grading scheme chosen at the time Phase II is developed. mrCI11STpNS This drainage plan will satisfy all hydraulic considerations as well as City of Fort Collins current regulations in providing Riverside Shopping Center Filing II with both a safe and equitable method of stormwater management. Should you or others have comments or questions concerning this drainage plan, please feel free to contact us. Very truly yours, ROD INC. Wald Si P.E POp REGIST DFS : klm �� F. Sege 9F Enclosure tj 9: 22306 A STEWART&ASSOCIATES 103 S. 939 RUM, FORT gOLLINS, CO 80521 Consulting Engineers and Surveyors By: .-.9Cf117 Date: Client: .�,L582-T1> ^J L .`l/lh� Sheet No. of Project: /v Subject: %O�S7'- ��T/ti1.�TE ��D�s/o�✓ �,pr�T2oc -- it i I ) �Z1127u �� i �e�/��I i oQ%p'0 iea i i 13O8 . I i OS T; so I " I i 1l, r, q.��3ionJ �,VT/loG ve. ai�6�t'n C j+ rr 1 I i #;_II ;I}�;ii jlI�III!I !�liii�ll ! J I It , EFFECTIVENESS CALCULATIONS ----------------------- PROJECT: ------=--------------------------STANDARD--------FORM-----B- �s�a�/ C�iiclia-� COMPLETED BY: DATE: Erosion Control C-Factor P-Factor Method Value Value ---------------------- .S/aT ,C6.f/CE - o-------D. s -- ,SraAu> s� • /• o p, � 6,pAuec ry�er F�trres /. O �, � �7 Q�7lJeL ,pfiSB /yq/�Q/AL D•�S /,O �o�•voq rlo,.�/,GOOF , p. O/ /, a ------------------------ MAJOR- PS I SUB [AREA Comment I ---------------- ,U,- -ice p.,., A asPh//s/z P/Yor f� liYndSC��� I �%%�L/ O✓ergs �f SCr✓C/ f� �11C/ �ay,n P/vim cc f � BASIN- (o) IBASINI (Ac) CALCULATIONS ----- ------ ----- ------------------- ------------------------------- &sf% /7% 7 Q 7 ` 'JJJ/ v fOt/N�gT//N 6 ZL :Z13X .a 411.4 L: I i Z� .T.� Fac r'orz I I i I I 981G� > f779� I I I I I � i ----- _------- _ ------ ____________________________A__I DI/SF-B:1989 -# 0,7ac A'X/s//,v7 amc//aAro,S -P/0�A� / /•7�/ 0 G ac p.1-7" F�s.�sf�oh RAINFALL PERFORMANCE STANDARD EVALUATION 1-----------------------------=--------------------------------------- 1PROJECT: -,�g'p,77nd STANDARD FORM A 1 .. (COMPLETED BY: DATE: I--------------------------------------------- IDEVELOPEDIERODIBILITYI Asb I Lsb 1 Ssb SUBBASIN I ZONE 1 (ac) 1 (ft) 1 (%) . ---------I----------- 1-------1------- 1------- ---------------------------------------------------------------------i DI/SF-A:1939 / ..:CONSTRUCTION SEQUENCE ^� PROJ ECT: oaMA) 6'Ale laK-) 4 L�,or �Ni✓GL�4 �•v0 STANDARD FORM C JENCE. FOR 19 9// ONLY COMPLETED BY: %�,� DATE: .Pv- /_4?// Indicate by use of a bar line or symbols when erosion control measures will be installed. Major modifications to an approved schedule may require submitting a new schedule for approval by the City Engineer. YEAR MONTH ---------------------------- OVERLOT GRADING WIND EROSION CONTROL Soil Roughing Perimeter Barrier Additional Barriers Vegetative Methods Soil Sealant Other RAINFALL EROSION CONTROL STRUCTURAL: Sediment Trap/Basin Inlet Filters Straw Barriers Silt Fence Barriers —� Sand Bags Bare -Soil Preparation Contour Furrows Terracing Asphalt/Concrete Paving{ Other 4rr rvae / VEGETATIVE: Permanent Seed Planting Mulching/Sealant Temporary Seed Planting Sod Installation Nettings/Mats/Blankets Other I STRUCTURES: INSTALLED BY I �I /'/'I X I dIj I ll 1 4 Is 101 /N 1_0 ----------------------------------------------------------- .VEGETATION/MULCHING CONTRACTOR DATE SUBMITTED t. SF-C:1989 MAINTAINED BY APPROVED BY CITY OF FORT COLLINS ON No Text DRAINAGE CRITERIA MANUAL RUNOFF 5C 30 l,-- 20 z w UJI a a. 10 z w a OJ 5 1n w cc 3 U -2 a w I— Q 3 o — o �k ham? �a• `p2 r —2 ti a - O 3 ?r h — ---- ro .r Q ti h� �\ Q vo r — er ------ 'o Q7r o��y 4 4 0 Qr .5 .1 .2 .3 .5 1 1 15 2 3 5 10 VELOCITY IN FEET PER SECOND FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. 20 *MOST FREQUENTLY OCCURRI14G "UNDEVELOPED" .LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release No. 55, USDA, SCS Jan. 1975. 5 -1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT DRAINAGE CRITERIA MANUAL 610 30 F- 20 z w U a w a 10 z w a 0 5 w O cU 2 x `w r a t 1 RUNOFF FA FAN I FA .2 .3 .5 ' 7 1 ,IS 2 3 5 10 20 VELOCITY IN FEET PER ECOND FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. *MOST FREQUENTLY OCCURRING "UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds' Technical Release No. 55, USDA, SCS Jan. 1975. 5 =29% 5 -1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT No Text n W a ' � R � J a : 0 W II D; 0 T o N U) W I— �-- w z �w0 .- m OQl W ro W Q Z op o II W U) w = z o CV D t- W ir 0 CCLL°U LL W 2 coW � U ~ WW 7 Z O cc Q U) U Ocr- Cf) m II Q Q T 2 d OoTNNI� t�Lng001C)Md. . . .000AMLnN0. OO(D0000OCVMr00U)OCOCD(Dr�LONr (DNNNLnC'M CDTf� LU MMr."'tWrrMMW0 LnN(� 0 00 It f� M It N 00 M N Lr) OD LO L` co O N d' f� d f� �P hs r f� O 1� 0 (D CO ►q Ln It CA M 00 N 00 T T O M M M f� + \ I�.IY.. O= U C) 00000oo0000.000000000ao r, 4 00 U)N mi(D C70'N' M'CV (D O 400 MOrN CnCA (i)T(�MQ)LC)TtiMQ)LIiTMIIiI�OiT 0 TTNN0ItIt0WW..N00M0 MMrD)�d' 0, 0 (DP�(7) N LL I— U � v O d'OOTNNf� f�LnOCOLnM�i'I�lnM000MLnNCO Ind t�(6MNrO)406c 4 NP,:a; c6c6c 6 M T CO r "• T O N o M r. N M N M O m M M w P� (D LLo MNNN� OCOOOMOM Q l!)MInOrM00 V LL_.�Lnov(Daorno.-NC�MvvLnLncDCDi.i.r�cornrn Z 5 U v (r- 0000000000000000000000 NNNNNNNNNN06CNCV NNNNNCV CV N U U `) 0 0 0 0 00 In M O In O O O M In CO O CO to M O M tI') OOrNtDT OOtnNOCOCDMO001�L(')'�tMNTO Il ti CD �T C 7 C7 C7 M CV N N N T T r T r T r T Z = H v. Z' 000oo000o0000o00o00000 LnOtnOLnO 060660006OOOLL7p Ln0 T TNNMM I- It0M W r� 000 Or N Cl) Ll7(DO T T T T T T co W �� T I- v c z U) W z� O z w z F-- w w z 0 U_ w U z O0 vJ ry- v V ) C) G w - I y, l O v ..1 2, I� vp: Yt''. '. M �.n l I I MIEj 0 _..� 44P of I 11 L�'01 f11 ➢r'4� L a - - o 0 1r; 0 7 0 17 - a ' f — - o 0 1 1 spuesnoyy .LaaLf alflnD LIO S4000 L 3 > O v > bt) 3 � U Q >w oh 3 ro a Z E o E z C J ~{ O �W n E F-1 R � w U ° J C W N O a) W N N a _ 4 cl 4 O O H w m Ld a m rn u U N ij 0 Z 70 Lk I p.0ao CAA Solutions by Kutter's Formula^= 0,014 1 v` 55 ,l: 0.1 5 s4etl ,�y .coo/ -. -, ,O 4P• � I 7 �J. 33- '. ! 1 '. •.• 6 - .cool x i �GCfS = 1y- Z4• .000S coos is 21 •0003 .001 ?' .00Z 2.0 c 2 ' .003 W 005 -� o • �.:. ,,� 0. 0..9 3.0 4 101 325� n... 0.7 d6 s. 6" - .03 s 3.5 - ;t _ .0410 05 4.0 °4 - .06 .07 m .03 — .09 03 5.0 02 - 4 6.0 _ .. ..+• �J 6.5 .6n r d. .0 7.0 0.1 Disgra(n for the solution of Butter's formula for circular pip,-:s l+l. flo«iug full. / O ` zits /✓ .Qpl� n[ 12 r " . 57 Sollltlolis by I{uttcr!s Tormuli -'T .I„ Fi;:. 14. Di:!gr;un for the sohttio ciuof ters tonnes: g rS s p. �{/o Z• % C f S U Z• S S��/CSC C LOVELAND STORM DRAINAGE CRITERIA MANUAL WEIR FLOW COEFFICIENTS SHAPE Sharp Creste3— Projection Ratio (H/P = 0.4) Projection Ratio (H/P = 2.0) Broad Crested w/Sharp U/S Corner w/Rounded U/S-Corner Triangular Section A) Vertical U/S Slope 1:1 D/S Slope 4:1 D/S Slope 10:1 D/S Slope B) 1:1 U/S Slope 1:1 D/S Slope 3:1 D/S Slope Trapezoidal Section 1:1 U/S Slope, 2:1 D/S Slope 2:1 U/S Slope, 2:1 D/S Slope Road Crossings Gravel Paved COEFFICIENT COMMENTS TABLE 704 3.4 H 21.0 4.0 H21.0 2.6 Minimum Value 3.1 Critical Depth 3.8 H>0.7 3.2 H>0.7 2.9 H_>0.7 3.8 H >1.0 3.5 3.4 H >1.0 3.4 H>1.0 • 3.0 H21.0 3.1 H21.0 I •a. 9 _ . OIL.[1 O fY••l.LC MCI � \ ADJUSTMENT FOR TAILWATER WRC ENG. REFERENCE: King & Brater, Handbook of Hydraulics, McGraw Hill Book Company, 1963 �7n .1 4�al ­W, - " 11%, . � -11 . ..i . . ­­.. . -11!:%,;�,lim, .� ".,,.- .. ,.� ...".. - -;" .. ,I- I .. . . . 1, ;/ ez 1, " , -.7- ", .- � , ,.." ..'� .Q. - - . �,v•, r. .x ­-�t-�l , �.,rft-'l �-�.- 4 V-�i�,-,­__. , , , 1� � -�,^ .1 � -. , . " C.- .- I . - :1 .A r.-_2,,­T7fwv­­ 'L�--_,.­,,!.�-_�,'� ­'.,*- �', , .. �.- . .;7.�. � -� � -4.; -.:"-4, ll� . -� . ,. .. - -, .;.. - , - '. . . I 1. -;* . - ­,�:l 11.1 Fll.,_,. : ­� - . r, Z . - -, , " - , . � •. .� - e I I itm ly- , �♦"S'" '0-,- I?. - . I � '. ,.; . , "', " - .. i r., . .r.. I..", t:N�- - - . - .1� . v_ ., -�. � _-, '. .. - .. . . -,;� , , •� �. .. -A . ." I . . -k,t - - - "r .:" ; - I ".,,,��.,, I . � ... ..I.- � . , . " � - �--- - �- -;:�J',, - ". - ; ,- ­ ... J, ...I-. , -Z q 41 - ", .. � �, z. i; 0. "'�.i'll% 1, - "I 71�.. . , . � . � -1 - ... , . 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