Loading...
HomeMy WebLinkAbout02 - Design Report - Stoneridge Major Ph 2B - Water, Streets DESIGN REPORT for Stoneridge Major Subdivision Ph-2B Water and Street Improvments June,2002 Prepared by: Prepared by: MOMSON , ID MAIERLE,INC. An Employee-Owned Company Bozeman, Montana H:\2605\022%DOCS\DesRpt\DESGRPT.doc (� J" G 2002 TABLE OF CONTENTS 1) DESIGN REPORT 2) APPENDIX A) FIRE FLOW CAPACITY B) WATERCAD RESULTS C) WATER ANALYSIS EXHIBITS D) PAVEMENT SECTION DESIGN E) STORM DRAINAGE PLAN F) PRELIMINARY PLAT INTRODUCTION / Stoneridge Major Subdivision Phase-2B is a 16 lot major subdivision containing 15.20 acres and is located just west of North 191h Avenue between Durston Road and West.Oak Street. Water mains were installed from Durston Road to North 22°a as part of the construction plans for the Minor subdivision# 1. The purpose of this report is to provide the basis for the design of the water and street improvements. WATER SUPPLY A detailed Water Supply analysis was prepared as part of the Stoneridge P.U.D. Subdivision submittal and is incorporated by reference. As part of this report the above analysis was updated to reflect the current water system layout for the Stoneridge Phase 2B. The proposed Subdivision is to be served by the City of Bozeman's water distribution network. The following discussion on water supply shall analyze the domestic and fire protection demands. City water mains currently exist in Durston Road and throughout the Brentwood Subdivision to the west. The plans propose to connect to the 8" line installed as part of Stoneridge Phase 2A. A new 8" line will run north along Stoneridge Drive to a point of connection with the existing 6" line in Maplewood Drive. See the attached plans for exact locations of the waterline. The following discussion on water supply shall describe the domestic and fire protection demands taking into account the other demands in the area. The design of the water supply system will provide capacity for business and commercial consumptive use (including landscape irrigation for future developments) along with fire protection. Water usage is based on the following criteria: TABLE A.1 -Water Usage ZONING CONSUMPTIVE IRRIGATION DEMAND (gpd/acre) (gpd/acre) (gpd/acre) Light Manufacturing District 2000* 1160** 3160 (M-1) Community Business District 3000* 1160** 4160 (B-2) *Values from the City of Bozeman Sewer Master Plan **Assume 1.5" of water per week over an acre: (1.5 in/wk)x (1 ft/12 in)x(43560 sf/acre)x(7.48 gal/cf)x(1 wk/7 days)=5818.4 g.p.d./acre Assume 20%of an acre is irrigated: (.20)x(5818.4 g.p.d./acre)= 1160 gal/day/acre A hydraulic analysis of the proposed waterline layouts for the area was performed using WATERCAD, a water distribution model by Haestad Methods. In order to model the system, each junction node was assessed a demand based on its service area (in acres) and the type of zoning in that area. Before the WATERCAD analysis for the project could be completed, input data was collected. Flow data, residual and static pressures at existing hydrants were collected by the City of Bozeman Fire and Water Departments. From this data the existing system fire flow capacity is computed. A relationship between flow and residual pressure is established using the following formulae: Qf=29.873 * c * d2 * (p)o.s and Qr=Qf* (hr/hf)0.54 Where: c=0.90 Qf=hydrant flow(gpm) d=outlet connection dia(in) hr= static pressure-req. residual pressure (psi) p=pito pressure (psi) hf=static pressure -test flow residual (psi) Please see the Appendix for the existing flow capacity curves created by the above equations. In order to dynamically model the pressure vs. flow relationship as inputs from the existing distribution system, a pump with a performance curve matching the fire flow capacity curve was inserted at each connection to existing water main. This allowed for a closer representation of the true capacity of the existing system to be modeled. Static, residual and pito pressure readings and locations of fire hydrants near the points of connection are as follows: • Hydrant at intersection of Charlotte St. and North 22°a Static Pressure= 145 psi Residual Pressure= 100 psi Pito Pressure= 115 psi • Hydrant at intersection of No. 22°a and Annie St. Static Pressure= 145 psi Residual Pressure= 100 psi Pito Pressure= 115 psi • Hydrant at the intersection of Windsor St. and Mountain Ash St. Static Pressure= 145 psi Residual Pressure= 100 psi Pito Pressure= 120 psi 0 Hydrant at the intersection of Brentwood St. and Maplewood St. Static Pressure= 150 psi Residual Pressure= 100 psi Pito Pressure= 115 psi Surveyed elevations for each junction node and Hazen-Williams roughness coefficients (C) for each pipe were appropriately assigned. Minor losses were accounted for by attaching the required fittings and valves to the network layout. Please see the Appendix the summary of input data and Exhibit 1-1. Fire flows were conservatively estimated using the 1991 Uniform Fire Code (1991UFC): The building category selected was Type III(exterior protected-combustible)with a foot print of 125,000 sft.. From Table A-III-Al the required fire flow of 5000 gpm was obtained. For buildings with fire sprinkler systems installed, a reduction up 7 5%may be taken as approved by the Fire Chief. However this value may never be less than 1500 gpm. A summarization of the fire flow is as follows: Required Fire Flow= 1500 gpm Fire Sprinkler Sys. Demand= 1500 gpm Total= 3000 gpm If a building did not have a fire sprinkler system installed,the available fire flow would be 3000 gpm. From Table A-III-A-1 the largest allowable building is 47,100 sft.. For the purpose of this analysis it is assumed that all buildings greater than 47,100 sft.will have a fire sprinkler system installed. The distribution system shall be scrutinized using design flows of Maximum Daily Demand plus the required fire flow. Therefore, a fire flow of 3000 gpm in addition to the Maximum Day Demand was modeled. The analysis is composed of three trials and a fire flow simulation. The distribution system must account for peak periods of daily use. This is accomplished with the use of peaking factors applied to the Average Day Demand. Peak factors are a function of land use,present population and the population growth rate. The three trials are as follows: 1. Average Day Demand(ADD) (Peaking Factor= 1)* 2. Maximum Day Demand (MDD) (Peaking Factor=2.5)* 3. Peak Hour Demand(PHD) (Peaking Factor= 3.1)* Peak Factors from the City of Bozeman,1997. Compared with residential peak demand, commercial peak demand is considerably less and definitely not as varied. The peaking factors used here are for residential land use and are considered very conservative values when applied to a commercial land use. RESULTS Junction's20, 30, 34, 35, 36, 40, 45, 50, 60, & 64 are located within the boundary of the proposed work(see the attached system layout). The WATERCAD analysis produced the following results: TABLE 1 Water Supply Analysis JUNCTION PRESSURE @ PRESSURE PRESSURE AVAILABLE FIRE AVERAGE DAY @ MAX. DAY @ PEAK FLOW @ 20 PSI DEMAND DEMAND HOUR DEMAND PSI PSI PSI 20 143.6 142.0 141.7 10,081.8 30 146.0 144.4 144.0 11,111.1 34 145.8 144.3 144.0 8,528.0 35 147.8 146.1 145.8 11,588.7 36 144.5 143.5 143.3 5,403.5 40 148.2 146.4 146.0 10,935.9 45 149.4 147.3 146.8 10,274.2 50 149.8 147.3 146.8 7,906.0 60 152.8 149.7 149.1 6,641.3 64 155.9 152.3 151.7 6,426.5 CONCLUSIONS Based on the above analysis, the proposed water line will provide adequate service to meet the consumptive and fire demands of this development. PAVEMENT SECTION DESIGN As part of the improvement plans for Stoneridge Minor Subdivision#1, a sewer main was installed in the future Stoneridge Drive: This operation revealed approximately F of topsoil overlaying 8-10 feet of clay loam, followed by the 6" minus native gravels. Due to the thickness of the clay lens, over-excavating to the native gravels is not cost effective. A pavement section design was performed using Amoco, a pavement section design program that is based upon the AASHTO Guide for Design of Pavement Structures. The recommended section is as follows: 1) 3" -Hot Plant Mix Asphalt Concrete(type B) Surface Course 2) 3" - 1.5" Minus Crushed Base Course 3) 30" - 6" Minus Select Sub-Base Course 4)Amoco CEF 2000 Geotextile See the Appendix for the Amoco design parameters and results. SITE GRADING & DRAINAGE PLAN A site grading and drainage plan for this area was performed as part of the Stoneridge P.U.D. Subdivision and is incorporated by reference. This report will examine the drainage structures specific to this project. The proposed culverts were analyzed by the aforementioned report. The Storm drainage ponds and collection system (inlets and storm pipe) calculations can be found in the Appendix. These facilities were sized to handle the 25 year post development peak flow. See plans for locations. FIRE FLOW CAPACITY 0 0 M r� "` ^ , O LO is i.L t V N cu O O oE w N z ' / 3 N `I Q O 2 U L LL N U—II _ 4-1 a ^l O O O w v i 3 y ' fA N � r O N N a w ? LZ CD —0 m N O � U LO U y y -_.__•gym C� " CL C) !r 'cno a O O O O O O O O O �i p` CO tr N O 00 O v N l N j — — r e-- „„''Il N 3 (isd) ainssaid jenpisa�j bad nand 0. �O � II II m d m m w N N N L L~ E L C y aaa O U T� N a=�' CL N N v co co W0 0 h O N co W �O M Ln co IT CD R c)W N 0) m W W O 0 6> 00 O I� O V n W Ol�vi O O y m CO N W�0) srh 0l a On N CD co to u0 07 O CO CD (3 m M m N N N N N N N LO N Ul a` 0 00 0 0 'n O O O O O O O O O O O O O O O O o " L6NNu5000O0000000 v m � O CD v)In co LO ICJ N L6 O L � r 01 co n co v M N a x _ N CD CD O O O O O O O W N O M V�W h W W 0 N cl�01 ui ad vlr vin Ooi V @ O eq W W N W W O co 1N h O N m 3 O N v W W N N N N m m 0 OL w a m 7 � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 Z 6 0 0 0 a 0 a a 06 0 O N a 0 LO Q w N m v UO W n co W v C � 0 . o IO M I O O }� M ■ C� o N LO N U - o� cr N� In o Oo U l0 LLIA II 07 C t y O a d l O 0 i 3 N � O N w e- p 2N a d w n L a � m Na Q I w I o N o LO N N _d N N a rt2, - i'm n r a,o N'. O O O O O O O O O ' 7m ❑_ cov N O 00 0 v N L' (isd) aanssaad jenpisa�j -bad II II II II II II .n.Q.a� d d u w v o�� > > > rC! N U) U)Z E N N N �_ N N d Cm❑ �a 10 T❑ 07 aw�=20 � N 7 N V) N CL O` C Ln stm Cl)(Dto OI,O NmO <n Mu m `':m srM m N OM OO O ❑ C» m m a I-�O� O I-m p :6 6 O N n 0)co 0) h O O n MN rnmm�nm Om�M Lo0 m O rJ V)Cl)N N N N N N N N N G1 a` '-U 00 00 O O O O O O O O O O O O)ml� mhvc�N IL x rn Z aaC3C3 00000a0LO y� Nco V Lom I-m TO N0ofM m Oi 6 6 M m 04`7(00)� �'rmo m to r O Nm W K d N n n 7 B o 0 0 0 0 0 o a o 0 0 0 0 0 0 0 t- o000000000 Z o 0 0 0 0 0 0 0 0 0,2 0 a 0 ui � �' N P]-VLO mf- m 0�.-� a� L tr O O LO Ch r � 0 .4-0 M v Q c►^� o .0 N d Co co C ) a N v Q o °' o � 3 Cn _ p � U LO LL L e N co a s }+ L— I o 0� 3 H w '^ O O � y N, C lL dCU N n L a� � o Cv d LO a •w'w E w o v cm In n v yY a.n of n o.ar �c of oho n NI m A CD 'T N 00 00 CEO `"V N � ' N r T T r ��' N 3 (isd) ainssaad �enpisa� bad a. ^ccg `7 O a.nO a LL w m m 3 y `m ii u N N N LL F E t d N N N 0)10 N N N C C O a`a`a 1° _O aS°v'=�O N d o E con m o n v v n v��I �nvm nmovocr` o. o �+ Wui Wui'o uiW OI-0n O y O M T 10 O l0 M N V 0 V O V O M h 10 V N O m m 0 L 0 N d �� M M M N N N N N N N U/ a N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LL7 L w 10 10 w v m In��� OI �m1n V MN 1nO a_ x N MVvoi 100�a00 OOiO�NM V ON1 1A CO V h V 1�O C7� H NO Nf0 Ci CVO �mm O M t01-ON M .al = N V m Of N N N N M M C) w a a N Cl 4 � o00000000000000 z o000000000o000Lo Q O NM V 10 mnmOf----�V.• LY } N = a. 0 0 COLO O 4-1 U o CO_ o N CU r CL o� cz co N O 0 o aNi n U N L II O f0 C -1--j U') c `1 a CIO _ a N a- L— ?? v O `! = O d N N E' ❑v n�° m�v Y o O co a o a O O O O O O O O O a! > `° (isd) aanssaJd janpisa�j -bad{ � o N N N L a LL d d d a v II II m t d N N N LL~ C a`a`a.2 o_ Q- �xv �O C7'N 7 N N N m O E 1- Po!O N N 00 N 00 CO C7 O a M O a0.V O 07 O V O! VW�t0 O n 2 cp V O W LON ,-N fO ccoo O0)too CD to (7 N O O CN N N O C 24 O 07 O n 7 Q M M N N N N N a N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O d Q m N N 0 0 0 O O O O O O N L � � Of oOr-OLLY<C7N a_ 2 N r O000000000v! N M V O O7 r ORO! O N C7 V 07 a o lriao vr� vl�oriv tO f0 C! N 04 3 tJ NCO70! ��t0 w CNPONM CN = NNN Nc7 Cl)co W 1 .N � a F7 ti o 0 0 0 0 0 0 0 0 o O o O o o O Z j 0 0 0 0 0 0 0 0 0 OO N M V Q N l C WATERCAD RESULTS E ;Z7m o -,6 Y T � W M CA = > 01 N O_ C N � �a U c - LOI C: W U 0) O M 0 0 0 O O N 00 O N 00 CC) 00 O V N r O O V N 0 0 0 a ti CO 0)O N M O O O O M M O 6 I-- O (D O O to 0 0 O r- 0 0 0 O CO CD N N tf) O O f- aO V V O O O O O O O N V Ln Ln O T N O a 0 0 a 0 0 a 0 CD 0 N N O 0 a C) LO LO U 00 T LL O O O (0 (0 Ln W Na O O O r M O M M N M O V M M O O O V O O O O T LO I� N O O 00 M Cl) � co O 6 0 0 0 O N 6 O 6 LC) 0 0 0 M 6 O O O N N O O O O V M r- 0 r O O r 0 0 LO '0 r V 0 a a 0 a 00 O M N 0 0 0 0 O 0 0 a 0 a 0 0 a 0 0 C) 0 a a a. a a C) 0 I` 0)v O O O O O = N '0 V CO O LO O O LO LO 0 Lf) 00 O O O r T U Cl) T O N (J) N N N I` OO M CO O N LO O N O N C d_ U O lf) O 00 V O V V CO CD M O O tf) lf) In V lf) l() N O N N N N lf) LID N LO CO N Ln N T r � C � (0 p h CD N 0) CO LO V O a) CA N 0•) 07 O o) (n Cr) CA M (A 00 (A (n a) T 00 00 00 I` (O r I- (D (D O O c j f0 M 00 N CD OD 00 T O O 00 00 CA OO O (D OD 00 00 00 LO 00 00 00 00 00 Lf) 00 a:) CC) 00 00 V• 00 00 CO O •(f� W U'Q O r O O n O 0 0 0 0 0 r O O O O n O O O O O O O O O O h 0 0 0 O r- 00 • =O Lri v v 0 U) v LO v 0 LO M Lf) M y 0 0 LO Ln v 0 LO 0 Lf) Uri v LO LC) L f) v i Uri Uri v Uri Ln L > U N (o 0 • C C C C C C c C C C C C C C C C c C C C C C C C C C C C C C C c C C C .p N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o U - - - - - - - - - - - - - - - - - - - - - � � � a� a� a� a� ma� a� ma� ma� mmmmma� a� a� mmma� a� mma� ma� a� a� ma� mm u � > > > > > > > > > :3 > > > > > > > > > > > > > > > > > > > > =1 > :3 a� 00000000000000000000000000000000000 U OO 0 O LO O p W LO LO LO Ln M CO O Ln r LO O M N N N N O O M O N T O C) C) N 0 •i it a/ _ N I` LO O 00 V O co V 00 00 00 M O M m M Lf) V Lf) V N N N N LO 0) N LO CO r- 0 LC) V N r CO � W O-0 CO CO N (A CO LO V' O (A 0) G) CN M O M CA O) CO Cl) C) (A C) O) CD Cn CO CO I` (D CO a r_ (D (D O >7 Q� ++ j c�0 M� CO N CO tl0 CO T O O CC) c0 CO a) O) CO O M O 00 LO 00 00 CO CO CO V CO CC) M 00 c0 00CV O 'L M C) O O C) I� O O O O O O O OM CO O (n r" C) C) O M O COALf V V M Lf V Lf V LO L( Lf Lf) Lf V' Lf L( Lf f) V f) f) Lf f) L V Lf Lf Lf Ln Lf Lf LfO >i f • 0.6 N CD O T N N N LO 0 N O I` r- I` I` O O CO O T (O M O O O O O (D CO CD CD O O ti M W Y 2)— V V O 4) d) 6 N N 6 LO V On (A (A V LO V 0 0 0 CA LO O O O V" CA V• V V O O M Cl) M O O Q t p_ - - O - - O CEO CEO - N CO M CMM I- N O O 00 r- h 0 0 0 (O OO r LO O O V V V 04 (n •�L CO L) p� 00 Cd Q � LO Lf) (i N N N N N r - ��-- U') LO LO M C � C N U O U C C C C 0) c c c C C N C c C C CO La N CU (V N CU fU (U CU (V O 0) N (U N fU N CU U N O fU 0 N N U N 0) d N N O N N N N Y a a a a a a a a a a a a a a a a a o a a a a a a o a a a a a o a a a a U 00000000000000000000000000000000000 t cn (D fO -3 C C C C c C C C C C C C C C C C C C C C C C C C C c c C c C C c c C C 0 O) 0 0 0 0 0 0 0 0) 0) 0 0 0 0 0 0 0 0 0) 0) 0) 0 0 0 0) 0 0) 0) 0 0) 0 0 N CD _0 00000000000000000000000000000000000 N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O (Op O O O O O O O O O O O O O O O O O O O O O O O O O = J 0 a a 0 a 0 0 a a O a 0 a 0 0 0 0 0 0 0 a 0 0 C) 0 a a 0 a 0 C) 0 0 0 a Q O C_ 'Y N O O O LO 0 f` M O V LO (D r- O N M V l() O N M V 0 CD O O T � D M V LO CO 00 O r N M M CM M M V � V V tf) 9 Lf) In Ln LC) CD I� � I` � � � DO T O) 3 J J a. a. a a IL d a IL a. a_ IL d a m a. m a_ m m a. d a. a. m a. d Q_ a. a. a. a_ IL Ii a_ a_ a rn U to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) a a a O a 0 0 0 a a a a a 0 ad a a 0 0 a a a O O O O O CD O O O O O C) -2 C M M M M M M M M M M M M M M M M M M M M M M M M M M T T T r T T T T T M M M M M M M M M N L T r T r T T r r T r T r T T T T T r T r T r r T r r a fJ1 C j 0 () M) C •j LO O O N CO O O N N CO CLO CD CO CD V CO 00 00 CY) V 00 O 00 CO CO V 00 CO (O O 00 V (D N M 00 'v a r T r T T T T �V Q E•v M ()Co CO CU O O LO 0 0 0 0 0 C) a 0 c) 0 0 c) 0 a o 0 0 0 0 o 0 0 o o 0 0 0 O 0 0 0 0 0 0 0 c Q C)L, CA C:) O r 0 a 0 0 0 O CO M O O OO V I- O O CD LO M N O O O (D M M V 0 0 0 0 0 O O O C7Y` LO r- V• O T I- T CO O M N Ln .- I- V N O - CO 0 M M O - M V V 0 M T p p) LO LO J v N V N N r OV 04 04 T M CO O M N CCN V CO N O (D N CA O M N M O O CY) CO lCO M N N 04 N O N �— F-L O E;='m O r--O -O cn N -d 0 LU CM LT > Lc cu CD T .c U rn c W U N O a` O r- M M Loa O r N V M M LO O O r r n N - M O M M M r 0 0 0 M M 0 r- M CO (DO r- r- 0 V o M CO Lr) V M N r O O r r r O r N O O M M M M O M M rl- O r V V r ap U 00 LL N M CO N CA M LO N CO 00 M (K1 N V N f� ti r c0 (A N r CO r lO r In V N O 00 N N O M N N N o V V M V V r N 0 0 0 0 0 0 0 0 O V M V M O N N In CO N O O N L() O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O o V O 0 0 0 O O O O O O r Cj O O r N M M O O O = N - O CA M r M O LO M h M Ln M M N N LO M r-- r M o O O M (O r LO LO V O LO LO M O M Ln (D_ a) f� In M O O CD N M M (n ti LO LO V M V M 0 LO LO LO V O M (O r CO CD M r w r O r M < 0 7 0 O m oo r` r- 0 (D M LO LO Lri LO 0 U) 0 m 0 Lo 0 Ln (D O (O r- ti r- r- w 00 0 CO O co O C O) O (A Cn (3) CY) 0) (A m W (T (A CA O) (n 0) (7) 0) CY) O CY) CT O O CA CA Q) CD 0) 0) CA O 00 o co •N W ? ��'' M cc 00 Oct OctO Oct cc cc M OO (O act N Oct c0 O O OO OO (O c0 00 Oct O 00 CK1 00 CO c0 Oct CA O CT) o a0 •' U 2 0 v v v v v v v v v v V V V v v v v V v v v v v v v V v v v v V v LO o) CO 0 • C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C ,Q N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U > > > > > > > > > > > > > > > > > > > > > :3 > > m > > > > 0 > > D `m 0 QQ• CD ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .� aD '00 N o M r M M LO M r M 0 M CO M N r M N r M O O M LO CD r V M LO V Ln 0 r LO r •L yJ n/ d_ O r I� Ln M O O M N M M O f- Ln V V 0 V 0 Ln U') In Ln LO o M M CO M r (O r. O0 r r r Q' d�•L LL (: CO -O O to (T (A CA c0 f� I� (O CO Ln Ln Lc) Ln Ln 0 6 Ln Ln 0 to Ln 0 CD CO CO I� I� I� 1� OD 00 (O O CO O m 7 0 v O CA (n CT (A CA CA O CA (A CA CA o CA CP CA O) Cn Cn (A a) Cn lA (A (n O Cn O O O a) O co O (D � O O OD 00 CC) 00 00 00 00 00 00 00 N (C) 00 00 00 00 00 00 OD 00 O OO 00 00 00 00 CO 00 00 00 00 O 0) O O .� � Q U=O vvvvvvvvvvvvvvvvvvvvvvvVvvvvvvvvLdV7V 0a, (Cl) a O m r- r- r- r` OooM (DmNLOLno000LOLn00000LOLnOLOLOLoLOLOLOLOLO Se 0 Cl) CO Cl) 0) CO CO (A P- LO M CV o o O O O O r c0 O O O OD co 00 c0 r- co O0 r V 0 mm m 00 V () (7 N 00 C7J (O N 0p V O (O CO O O O O r a0 O O O 00 00 M 00 O OO (b O O CD CO CO CO Lb L a N O CO O N M LO r CO N M M LO N M V O (O N 0 N M LO 0 0 LO M LO LO N c0 O O O O •L U 01 In V V V CO In V V M M N N r r N N Cl) Cl) co M ' M M M M V V V r N�. i i . . i i i i i Cl Q� C rA () C N� C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Caa aaaaaaaaaaaaCLaaaaaaaaaaaCO aaa aa a a a a v U U 00000000000000000000000000000000000 0 (a ram-• C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Ia a) a) a) a) a) a) 00000000000000000000000000000000000 =° - CL y N 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 0 0 0 m O V O O O N O N V O V N O O V O V V O N N N O N O 0 0 = J O O O 0 0 0 0 0 0 O O O r O r O r O 0 0 0 r 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 C Y N O O O O O O O O o 0 0 0 0 0 r O r LO o r N M 0 L1 i O CD O LO p O O O r o C r N M V LO CO CO O O r N M V LO LO 0 0 0 n r- n r- M 00 0 O r N N M V LO 0 CD O U) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 000 a`)) 000000C) 00C) 00 (D0a0000a000 () 00 () () 0000000cn C 0') M M O') M M M M m Cl) m 0') co M M m Cl) m M M M M O') M M M M M M M Cl) M M M M L r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r � T 0 C O OO c La N N N N N N N N N N N N N N M N 00 N N 00 (A CO N N N N N N N O O O co c0 0 =6 CL r r r r r r r r r r r r r r r r r r r r r r r r r r r r d Q a) (0 co v ❑ b O Lo O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O p O 0 0 0 0 0 0 0 0 0 0 0 99 0 0 0 0 0 0 o CO N O co O CA^ O In r- M LO V N O CD M LO LO M LO O V O CO CA t` V O CT 0 N r Q1 O to V Ln LO O Lo Oa) C r CO N o LO N O N OD M M 0 Ln O LO O LO N r- O 0 Vrl- o M r- r- V r r- V CO 0 M O J V CO CO Ln OO Ln ti h r CO P r V CO CO V CO (O V V N V r CO r CO 0) CO CO (O CO O N Qj CO �O t CD Ere O`^o Y� � w M cmm 'a a� CD c>. •—U c c w U Q) O a` V O N o 0 0 0 0 o N (D N N (() W M (D (D O 0 0 0 CO a)C) { M N 0 0 0 0 0 0 C) 0) 0) N M V 00 00 CO O W 0 0 0 n0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (c) (n O O O O O U 00 .0 to CO cn M r CO O O O O O O (D W f- (n N M O co M o r� O O O (n V M (D 0 0 0 (D C) O C) 1- N r N M M O o O r 0 0 0 u6 LO act_- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n aa)v o V W T W 0 0 0 0 V 0 M (n W T V V V V I,- (- O N Q ate+ V V v V a'! M r V T T T T r T p (CI O O CD CD co co CD CD (D M M M v v CA W W O O M M M CD W (D N � W 00 W W 00 W W O O O O O O CA O O O O O O W 00 W O •5 w U"O O O O O O O O O O O O O Oct W cc O O O O O O O O t0 •, C)= 0In l(� Ln In l(7 l(� In 0In l(� In V V V l() In In In In to O(n0 _ O • C C C C C C C C C C C C C C C C C C C C C C C F- N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o U - - - - - - - - - - - � }'� N cu U U V U U U U U U U U U U U U U U U U U U U U C d O > > > =5 0 > > > =3 n > > > > > > > > > > > m 0 0 o T 0 0 0 0 V V V O M M W r V f- I- V V V N M N w_ O M V I- V V V V M M M V r O T V I- T T T M M r T � �' CC m O-0 co CO CD to (D Co (D M (M (`•) ('M V 0) O O) 0) O M O M c') O 0 p ++ d m� mm� 00000000000000n0ooOrnrnrnrn000000CD co _. o - o0000000000ococococoCDomoomrn o0 cu �,(D (n (ri (ri (ri cci (n (ri (ri cci cci cn (ri NiV v v v (ri •V cri cri v v H O = c a� .� A a U Cl) -a (, y (l i I� O N N M O r N lA In In M M M M M M O M O O O Y V V C) ' C) CD N N N 00 C) N N N N C) N 0 0 0 O O d cuE v (o (civvv000ca0 (dci � - mm0) a0) 00o O `�••• ) n N V CA N N (� ' ' f- I-- N W M T M M M Cl) m •L (n U 01 IT L9 M In (n U) N C? V ((7 (c) M In n rn O O O ce) C 0 C� C C C C C C C C C C C C C C C C C C 0) C 0) N N C (p 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0 0) 0) 0) 0) 0) N 0) N N N N a a a n a n n n a a n n a n a a a n o a o 0 0 U U 00000000000000000000000 t - U) o Fu 7 C C C C C C C C C C C C C C C C C C C C C C C 'E 0) 0) 0) 0) 0) 0) 0) d N 0) d N 0) 0) 0) 0) 0) 0) 0) O) 0) 0) 0) n n a a n n n n a n n n a n n a a n a a a a a � CO 00000000000000000000000 N (n o 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 00 000 m O In O O O O O O O O O W O O N O N O 0 0 0 0 0 0 = J O O O O O O o 0 0 0 0 o 0 0 0 0 0 0 0 o 0 0 0 O C_ Y N O r- W O O O o r 0 0 0 0 0 0 0 (n M 1h W 0 0 0 0 .O Jm MMMgITvvvITITv (c) 9 (n9 (c) to (n (() U7 (c) 9 (n 3 J aa. aaan. a. aaaa. daa_ o_ aaao_ aaaa a N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) O O O O O O O O O O O O O O O O O O O O O O O L T r r T T T T r T T r r T r T T T T T r r T T 0 C 0.9 m c m wr T T r T T r T T T T T T T N� Co E•C W U co (9 'Do .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C C)O L, O N V O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 C7Y, V M (D co co O (n (n CD W ((•) O (n co O (c) (n (A o T 0 0 0 O O CA CS N W (n O CO N N CD r CO T u7 CA J M f- M T CO N N CC) N f- (VD CD � T N r T T y t M !.,I N F E O E;Z'N O �� •.O LU M Ot r+ > m co IL C Cc � - C T •�U c W LO Q) O a` LO C) 0 N C Q O o D .y o rn .3 �t O- w w w w w w w f�9 f�9 t�9 w w Z M w w Z w w w rm-. w w w w M CU w O � V = Q c-2 N C C C C C C C C C C C y O O O O O O O O O O O - .- � NNNN - NNN — NNN - N - - - - - - - - - - - - .- .- � � � 1° O O N N r CO (0MM0 tirLo0r- r` 0000M00 rl- U) V V Ln V OOOMtoO .- MMcM t= m cC/) 0) LO CA 0 r V N - M M r- r-: 00 CA V Lo N rl- - r- (D CO v V M M - CY) N N V CA 0 CO N p 0 N Cl) LO Lo rl- V V 00 Cn CA CA 0) N Lr) V Ln V CO V V r` CA O CA (') tt) co O CD V Lr) CA CA CO Cr) r- cnd V V V eV- v v v IT IT Iq Iq r LO LO U) Ln LO LO LO f- r- r c0 r` 00 00 00 O O O O O O O O O s- �- C.N IL .- Y O •O Lo Ln Ln O O M N N N O O M O N O .- N N o M - M M to M h M to o 0 N N to CM O 4+ d••V co 0) c0 00 co Ln Ln co O V N N N m M N 0 CO V r- N �- r- M M O O O N M M O r- Ln Ln V M V 2 m O O CA CA CA CA N M O CA 6 6 o O cO ti Cfl Cfl CO CD O CA Cn CA Cn a0 ti � CO CO tD Lri Ln Ln Lri Lo Lo' c0 c0 co co c0 m m c0 c0 c0 c0 OD co c0 c0 c0 c0 c0 00 0 0) Cn W a) a) a) 0) m m 0) 0) C) 0) Cn a) 0) � U-p N 0 C 0 C 0 0 C C 0 0 0 C 0 0 0 0 C 0 0 0 c0 CSJ a0 c0 OC OO OC O O 00 CO O0 c0 co OO 00 Cl) a= Ln Ln Ln Ln Ln Ln Ln Ln to V) Ln LO Ln LO LO Ln Ln Lo Lo V V V V V V V V V V V V 'T V � V V U C O O O O O O O o 0 o O o 0 0 o 0 0 0 0 0 o O O o 0 0 ti r` r-- o 0 0 0 0 C— OLnLnLnLnLnOLnLnLnOLnLnLn00c- 000LnLn V OON - - - 00000 2coE r- r- r- or- r-� rol- rr- 00 (N0000 t N M M CO M c0 V V V V V V c0 O CO CO CO ) � l7t N Co m - - r — — r T r r T r — r r r — r T r r — r r r — — T r r r r r r — T r N C E cocu E ` ` ` ` C C c C C C C c ` C C c C C C ` C C C ` ` ` ` C C C C C C C ` m E� O) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) N 0 0) 0) 0) 0) p m :t-_ = V V = = v v V- :1:: = V v v = ti V = = V- = rl r- = = r- rl V = tj = = *i *:: tj = ❑d m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m IL rZ a M a a fZ a a a. a a IZ fZ a fz fL rL rL a. a fZ a CL a. a fl a rZ fl CL n. fZ a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r- rl- r` r-_ ti o O o 0 0 T O Ln Lo Ln to Ln O Ln Ln Ln o to Ln to 0 0 0 0 0 Ln Ln V O O N .- O W 0 0 0 m C^ O r- r- r- fl. n O � r.- r- O r- r` r- O O N O O O O O O r- 0 V V V V V V C) V O O O ❑ mai E N M M O M t o V V V V V V o O CO CO CO U E n 3 > m Q❑ U N 0)z O O O O O O O O O O O O O o O r 0 •0.0 O O O V Ln Co r O to Co r- O O V Lo C4 O - O O - N M V Lo 0 O M O - N M V to Ln CO T O m N M M M M M [� V V CD Ln CO CO 9 h ti o - - .-- - - - - - - N N N N N N N N c > > 'U -v '0 U '0 'o 'O 'O ••o 'O '0 'O U '0 'U U v 'a 'a 'O 10 'O U 'O U *0 'a ID '0 'O -0 U 'O -0 v a C 0) C C C C C C C C C C C C C C c C C C c c C C C C C C c C C C C c C C C C L•6 Q M CLm m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m Q, E H E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E o 0cy 0 0 0 0 0 0 0) 0 0 0 0) 0 0 0 0 0) 0 0 0 0 0) 0 0 0 0 N 0 0 0 0 0 0 0 0) 0 0 N -9 6 O O O ❑ ❑ 0 ❑ ❑ ❑ ❑ 0 0 0 0 ❑ 0 0 ❑ 0 0 0 ❑ 0 0 ❑ 0 ❑ 0 0 0 ❑ ❑ ❑ ❑ ❑ ❑ O oLo C O O O O O O O O O O O O O O O O O O O O O O O O O O O M V O ti r- r- n r- r- C O O O Ln O O Lo O O Lo Ln to O co O Ln O O fl- O O O co r N r Lo rl- O I,- ti V co 00 c0 o co O O O O �. O CO M m 00 CD CD P- V V Lo M C0 co O 00 CA CO 6 6 O to 6 6 6 O 6 6 CV Lr) CV N r CO* co, r� Ln O) > 0 Lo to 0 V to 0 V V V V V M N M N N N N N N e- - - 0 0 0 GO r- to to V V Lo V M O N f` ti r� rli n h ti ti r- ti r- r` ti rl t` ti h r- r- r- h rl. rl rl CO CD CO CD O CO Cfl CO CD LO L O E;='2 0 rn 0 w, O (n N Y - ft) U.1 C7 U`i ." N 0 d m C A -- U rn c W U N O a` A LO M N O 'y C) 0 •� N o N .Q 7 Cp N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ,,'3^ 0� w w w w w w w w w w w w w w w w w w w wN-. (w0 fw0 w v/ Q -2 I � N M 'a d N u •L {/mod r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r O O N r O N n CO O U) N O CO N O CO CO r " O CO CO W O h - 00 O N r 00 O r cl) 7^ N O U) N U) CO C) N CO O N r M 0 1� N N 00 1* M tf) U7 Cn r 0 0 0 OO (O t` U) N N 1` V V U) M Cn 1- - 1- In N N Cj IT U) U) U) 00 r U) t` r- CA 1` OO CA r O N O N C1 O O O O O O CA 0 CA M M 00 00 00 1- U) LO U7 U) CO CO N N N CV N N h 00 00 00 ,,� >t^ IL M34 O a U r O O O O U) 0 r U) IT M U) 0 M r M M 0 0 0 ";t 'It 1` O O U) M r T '-;t O �- N M U) U) U) U) q O M N r CO M r 00 r r CM 1` ";t V V M M r v r 1 r � 1` r m 'L C6 U) m 0 M U) In 0 0 co 1- 1-- ti 00 00 O O CO O CO CO O m m m m V Iq m m m O P` M RS CJ 0 M 00 M W ao CO 00 M M ao M M M Oct O O O O O O O C O O O (:: O 0o M M W cu V V Cr Ct v V '7 v '7 V V v v U) U7 C1) lC) lL) U) U) lf) U) lf) lf) U) IT v IT v V N 'O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O O O O O O O O O O O O M U) 0 0 U) O O O O O O O O O O N N O O (0 N E 0 0 0 0 0 0 0 O O O O O O 1- O O r- CD O O O O 1` 0 00 0 IT IT 00 O CO U) IT IT N M CO r r M n n N f0 U❑ m r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r N C C ` ` ` C C C C C C C C C C C C C C g' E N N N tU N N CU N N N N d 0 0 0 N N N N N N N 0 N 0 N N N d O d ®u p d m m m ca co c� m cu m co m m m m m co ca m m m m ca ro cu m m m � cv m m IL ILaM CLaaILIL CLaaaa. aaaa (Ln. daCLn CLaa. a. aaa O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O A O O O O O O O O O O O O M U) O O U) O O O O O O O O O O N N O O m C^ O O O O O O O O O O O O Cn r O O !� O O C) O O N CD O C) v V 00 C)❑ C6 E CO U) T g N M CO r r M r-to N 0 r cn N FD r 0 O r N M O U) O O O U) O O O O O O O O O O O O O O O O O O LO '0-0 CO CO N r- N r- CO 00 0) O N N CO V U) NCO CA O r NV U) CD 00 0) 0 r NM 0 c � O O N N N N N N N N N M M M M M M M M M U) U) U) Cn U) Fn c 'y m a '0 '0 "0 '0 '0 '0 _0 '0 '0 '0 '0 '0 'a '0 'a 'O '0 U U _0 10 "0 '0 10 '0 V '0 '0 '0 _0 '0 i C QJ C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Q O C1 CO CO m CO m CO m CU CO m CO CO CO m m CO CO m CU CO m CO m m CO m CO 0 m w m N N H ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -0®U2 r- r- r- 1` 1- r- 0 0 0 O O O O O O O O N O O O O O O N 0 E 0 O 0 m M O M w M 00 M M 00 00 CD CO O O O C) C) U) U) O 1- U) O O O O U7 r- C)C.) 15 IT 00 V v CO U) r U) CO O 1l 00 N ti � 00 1- O V M 6 00 to 6 O O 6 O 6 CA 6. j LO v CO U) U) U) CO 1` M O O C) O r N N N N N r r r O 0 0 0 0 r r r 0 :, y CO (0 CO CD CO CO CO CO CO CO r- r- 1l 1� � h � h � � r- ti � ti n h t` � n � � ��',, P_e C� E;:7 N O r` .:O V) r w C7 CA = > N cu <L C: N CU L C T •�U c W U N O (L Co CD LO CO LO M O N C Q O N •N_ co O •, r` CD •N V 7 d N N N 0 N N N N N N N N N N N O N N N N O N 0 N N O N N d N 0 N N CU N ~ N ]2 N fn to N N Mn N to to 9 (Il to fn N to N N N N N m fn N !n tq N fA N Cn N to V7 to N N to U w z w w � w''�^ O Cn w w w @ f46 w w M w � w V � w w w 42 w Zm ate2 w � w w w � w w m � V+ L.. CLC L 2 C CU O (U N O d N N O N N cc LL O C C C C C C C C c C r_�G Q� N O O O O O O O O O O O D •i }� = r r r N N N N r N N N r r N N N r N r r r r r r r r r r r r r r r r r r C4 O 4-1 O d M M CO M r M U') r- n CO M O O LO N O CO O O M Co N CO r- O LO v N N O r CO M In r C Ca c r� +r M O M M r CO LO M N N O M N N 00 CO v v O O v O N v In CO co CO r w CO O CO O r p 0 V O'tn V co M cM CO ti r h N O CA CO O 00 V ti CO CA h CA O C) M O CO CO C3 0 n v a0 y 4-0 A = � n � vvvvvvvvvvvvLOV) vvLnvrl- r- r- r- r- 00cocoaornrnOOrnrnrn � a) Na r r r r r r r r r r r r r r r r r r r r r O � Y Q 'C7 r- r- r- O O V O r M M M r O r- U) r- In U) O O CO n r- r N 00 O N r- M O I` U) r M O o •V 77 r 0 m N m M M M m M U) m r- r- CO " CO O r r- LO O O V r N U7 N N O CO M O M m •L Rr �-Op CO CO CO CO In C) •-' U) V V V Cl) - M M M N M r O M M U) V M Co V N M r_ CO U) V V M V n 7 [2 CO V 00 00 00 CO 00 CA M 00 00 CO 00 00 00 r- P- r- r- r` r- O CA CA Cl) CA 00 00 CO CO r- f� r- r-- M U �- O O CD O O CD CD O O O O CD CD CD CD CD O CA CO CO CO 00 CO M CO CO CO CO CO O0 O0 CO CO 00 C1 U= L L6 cri L Ld L L6 Ui Ui cri vi U- Ui Ui Vi Ui ui Ui rn v v v v v V v v v v v V v v v v v V c O U) U7 CO U) U7 O U) U) CO O U) CO U) O O U) O O O U) U) O O O O m M Cl) co Cl) O U) O O O N 2 C O r` r- rl- r- r- O r` r-- h 0 rl- ti r` O O N O O O N N O CO U) CO V V V V V O N 0 0 0 f0 cu E Cj M OD OD m OD O OD OD OD O OD 00 00 6 O Lo Cj O O CD Co r N N O O CJ O O o O p- O O O O 7 E d r r r r r r r r r r r U) r- r` U) O N M U) m U) r r r r r r L U O r N r r r r r O cu N N r r r v m r r r r V7 Ca N N E C C C C E C C E C C E C C C C ` C E C C C ` C C C C C C C C C C C C c = E a� a� m m a� m m m a� m a� a� m m a� a� p m m p d m m m io m m m m m m m m Co m co m cu cv m m m m m m m ca m m m m m m m m m co CL IZ IL CL IL CL IZ IL a M CL IZ tL IZ IL IL IZ IZ IZ IZ CL a a IZ M IL IL IL a IL M IZ IZ IL a IZ O o m CO CO U) O CO CO CO O U) CO CO O O CC) O O O CO U) O O O O co co M co co O U) O CD r` N- rl r- r- O r- r- r- O r- f` r` CD O N O O CD N CD U) CO CO V V V V V O N O 0 0 O C O CO 00 00 00 OD O 00 0o CO c) 00 00 OD O Cj LO c) O O CO 6 r N N 0 0 0 O O O 6 r- O O O 'O ❑ co E r r r r r r r r r r r U) r` r- Cn O N r r r r r r O M In u) U) U X E - r N r r r r r r N N r r r 3 CO N 1] ❑ 2 _y a)75 O O O O O O O O O O O O O O O r 0 N 0 M O O O V U) O rl- O m CO r- O O V CO CO O r C) O r N M V U) 0 M O O r N M V CO lC) CO > N M M M M M V V V V CO CO M CO M I- r- M r r r r r r r r r CV N N N N N N co G C) .2 C 7 � C CU C C c C c C C C C c C c C C c c c C c c c C C C C c c C C C C C c c C C •p Q ca. m @ CO CO m CO m CO CO W m CO m CO @ m CC) CO CO CO m CO CO CO CO W m m m CO c0 W co co CO co � CO Eg 00 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E m�+ ❑ m m a� a� a� m a� m a� m m a� m m m a� m m a� a� a� m a� m m m a) m a� m m a� a� m m a� C cm CN O O O O O O O O O O O O O O O O O O O O O O O O O O CO M V O co ro co 00 co 0) N r 0 O O CO 0 0 U) O O CO CO CO O Cl) O U) O O t` O O O M N 11) t` Cl t` V co co co CO CO (A CO O) cu O 00 M M 00 CA CD ti 'i � LO M CO CO C) Co CT CO CA CA O V) M 0 U) Ci 00 CO N CA N N 00 co N v CO U) CO CO V CO Co 'V V V V V co CN M N N N N N N r r r C) 0 CA CO I- CO U) V V V CO V rr� r � rI rlr% nr- rlr� � r� r- � r� r- r: r- rinr� r- r� r� r` cocococococococococo (on � w v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v �cJ` N — tO E;:7 N 0 r 0 I=O N N Y T N LLI C'Y m w m �a � c N •�U c W U Q) •O n co CO O U) L1) n M O N Q O U •N o •> n CD N y V/ Q. C C 62 C1 N d> •L }� �• T T T T T T T T T T T T T T T T T T T T T T T — T T T T T T T O ,N O N LO T T M I` M N M 0 0 0 n M N I- Orl- V- N M 0 N O M w N M M LO Cl) _ M T h " Lo MO O T N V: r- Ln 'c7 r- 0 0 0 � h O t!� O C0 N Ln T O N C0 V 0 0 U)i'cn � M 6 Lo CD v N M Lo .-� O 0 0 M v M 0 C) (M M M - M N U) LO M t` O M N N o d C)- 0) O) Q) O m O m 00 00 m 00 r-- r- I- � IT V LO U') U) LC) a-- T T T �""• �- I- M r- M 'C Q) T T T T T T T - T T T T D 0 0 •O' A\ a T O U) f-- M O V N 00 0 T M M M In M 0 IT T T T T T CAD W M W � Ln M T O Y}/ d•V O 00 N f-- 1- 1- Il- IT w fl- V O N O O CD O M T CO M O O O M (0 O 00 O 00 O m •L (� m a 1- r- I- 0) .- M (D 00 O M O (D O c•M Cf O O T T O .-- Lo f- 0) CD t` O CO 7 m w m w w n r w t` 00 W 00 w 00 O O M 0 C) 0 00 00 0) 0) 0) � 0) 0) 00 O Cl) 0 CO O M M M t0 M M M M O M O M ao CA O O O O O O 0) O O C7) O 0) 00 M M O U=� v v v v v v v v v v v v v v V7 Ld L Ld L i Lri Lri v v v v v v Ni v v v v a OOOOOOOOOOOOU') r- O � a g a 0Orn000000T0000 C) C) N m C^ O O O O O O O O O C) N I� O O OLO O O O to to to O O � m Lp E 0 Lo O O O Ln O 0 0 0 0 0 CM (M O O CM O O O O O N O O O N Cn L[') O O 0 V E a LA N C) CD LO f- I- t7 'ct CA 00 co N r 0 Q 0) T T T T T T T CM76 C m T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 41 l9 m C C C ` C C C C ` C C ` C C C C C ` C C ` C C C ` C C C C C C E= 0 0 0 0 () 0 0 0 0) 0 0 0 0 0 0 0 0 0 0) 0 0 0 0 N N 0 N N N N 0 O a) Co v = = = z :t:: = = z z = V z Z: = :t:: = z = = v = = = v v = = = Do- m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m a. C _ IL a a- a C. a_ a a. a a. a_ a a_ a_ a. a a. a. a. d a. c- a. C. a. a_ a. a. a. O O O O O O O O (D 0 0 0 LO LO CD C) LO 0 0 0 0 0 0 0 0 o T 0 0 0 0 O O O O n O O O O O LO O 0 0 Lq LO LOco O O co cc E L0 N O O LO � O Cj 0 0 0 0 m m 0 0 m 0 0 0 0 0 C 0 0 0 N 0 Lo N 0 0 X E Q T T T T T T T CM 3 mm� a U N CD T M 0 T N M O LO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O LO � CD CD h I- ti M M O O N N M V LA f- O O 0 T N V LO M M M O T N M M >. N N N N N N N N N M M M M M M M M M '�t �f V '7 Ln In In In L? c U 'j LO a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a g M m C C C C C C C C C C c C c c C C c c C C c c C c c C c c c C C a Q a m La m m m Lu m m m m m m m m m Co m m m m m m m m m m m m m m m :3 m E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 0 L)CO r- � ill n I- t` h t` h ti O O O O O O O O O O O N O O O O O O N N r 0 O 00 co co 00 co co co c0 co co co co O O (D O O O O O LO LO O I� Ln O O O 0) LL7 � co 00 0 ct O T (D In e- l(j (O O h 00 Nrl� f` 6 I-� 0 0 0 0 0 � � m C) cn C7 > LO �f LO LO LO 0 f- M M O T N N N N N T T .- 0 p C) C) co co co co CD CD co co co (0 r- r- I` N- n r- I` I,- ti h r- r- h t` ti h h I- r- r- n O 0 uJ t7 IT IT IT v V V V V ;7 V V Ni Ni V V _ F- t o E�T N O f`0 r`.O LU w f`� m � 'ri E •- U rn c LU LO Q) O a` 0 0 0 LO M O N Q O fn •� 00 O n to � •N CD U) Q N O y N N y N N N N N fA N fn N N N V7 N fA N N O N N y O N fn N N u) N fn y N N N U O O w w w � @ w w w w w :CD: w w v6 CO Q ca O 0) T T r rtm r r r r r r r i i i i i i LL O C C C C C c c C C C C �C Q� N O O O O O O O O O O O •i }� = r r T N N N N T N N N r r N N N r N T r T r r r T r r r r r - r r r r r 19 O N O to M M to N W O M M r M N to N 0 N 0 0 0 (O v to 0 O O (D M to 0 M 0) co O 0) N d_ N'� In v C m O (D O O r- M M O M O CD M r (D v M M In O O r- O O O 0 N O N N r- N In N V 0 O 0 ••i r T eY Ln CM M CO (O CO CO 0 r D1 f- 0 f-- lf) v 0 r- m to f- n ti o to r e-- (o In N 00 N N O �� �nO vvvvvvvvvvvvv0vvvvvrr t` tirrfl- 00wO) 0m0m000 Ca) .// r r r T T r r r r T r r r r T O N O 'O• 0 0 0 0 M W r M f- 0 M 0 M O r- 0 v r r N N T M O N 00 r- v O r r- M 0 to 0 M O �„•� -;m v v v M M f- D) v M M M r r In O N N r CO 0 N r M O v O 0 r- v coo f- m (0 O to LO LOU") v O O v Cl) M M N O ) M Q `0 0) N N 00 LO 00 CO(O r- v r- to o-) r ) (D ( (D v r •L N 3 N m M 00 00 00 00 00 0') 00 00 00 00 00 00 n r- (O CO CD CC) 0) 0) O) 0) 0 ` h n 00 f (D (O (D (D (D co CC) (D tnj () o�- O O O O O o C C 0 0 C 0 C 0 0 0 0 0 C cc 00 00 o Oct00 00 O M 00 00 M 00 Oct00 OctM C m >+C� LO LO LO LO to ui LO LO LO Lo V) LO ui LO LO LO LO Lr) LO v v IT v v v v v IT v IT v v v v v v � N '0 O o O In LO to to t In to O O LO to (n O o r O o 0 LO to v O O N M M (M M M O C) o O o rri 0) O N N N N N Cl N N N Cl N N N O O t0 O O O to to N h (3) O o 0 0 01 (7) O r 0 0 0 fD N E O Cl) ce) ce) 0') Cl) O (h o') O1 0 m Cl) Cl) O O 00 o O O v v n v (n f- co co (O (0 CO 00 (D (p to O O E a N N N N N N N N N N N (D D) rn 00 r f- CO CO CO O') Cl) Cl) v 0) 00 CO OJ L UQa) r r N r r r r r r N N r r r r T r r r T r T r r r r r T r r r r T r T r r r T r T r T r r T r T r r N f0 m m C C C C ` C C C C ` C C ` C ` C C ` C C C ` C C C C C C C ` C C C C C ` _ E v aim p a EL a a a a a a a a a a a a a a a a a a a (L a a a a a a a a a a a a a a a O to to to U) In O to to (n O to to LO O O r 0 0 0 to to v O O N M CO CO Co Co 0 0 0 0 0 `10 O N N N N N O N N N O N N N O O In O O O M In N r- 0) o 0 0 D) 0) 0) O T O o O = N O m M Cl) M m O M m co O m M co O O 0 0 0 0 v v t- v to fl- (D (D co 0 O 00 v co CO CO N N N N N N N N N N N o D) 0) 00 r n M CO CO M CO CO v 0) CO CO CO U NE O_ r N r r r r T r N N r r T 3 (D a a❑ m o 0 0 0 0 0 0 0 0 0 0 0 0 0 o r o a� O O o v In CO f- O W) (D n O O v to (D O T CD r NM v (n (O CO 0) 0 r N M v Into (O > Z0 w r N M M M M M `cr 'T t() 9 (D O (O � r7. O r T r r r r r r r N N N N N N N N C U f0 a -ovv -ov10av -ovv 'ava -aa 'D _0 -ovv -o 'Dvvvvv10vvvvvv v9� M 0) C C C C C C C C C C C c C C C C C C C C C C C C C C C C C C C c C C c C Q a m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m O m n aa))H E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E U) V co 0 0 0 0 0 0 0 0 0 0 O) 0 0) 0 0 0 0 0 N N N N N 0) 0 0 0 0 0 0 o 0 0 0 0 o 05 ao ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ v ou? C O O O o 0 0 00 0 0 00 00 00 0 0 0 00 0 0 00 0 co co v o h n n ti r- ti .N C) 0 O 0 to O O to O O U') to (n O co O to o o f` O O O co r- N h to r- O � r- v 0o 00 00 00 00 o C C) O 00 cM m 00 m 0 � v v 0 M 0 00 O 00 CO Q) 6) O to O) LA to O M 00 N to N N r 00 CO f� O Q) >v 0 to to to v to w v v v v v M N M N N N N N N r T O O O w n to to v v v to v p m N ti h P- rl-i ti n � fl n f` f` n ti ti t` � N ti N- rl ti rl h rl h (D (D (D (D (O (O (O (D co (D (O LL v v v v v v v v v v v v v v v v v v v v v v v v v v v IT v v v v v v v v = N Ito E:=N o r. o —o (n N Y W M m > (0 C N � oa c >' .-U m c W U N O a` co LO LO M O N Q 0 U D •N O •> r- CD :0 •N N C) > U) U) to W 0 w 0 0 rn m rn 12 W U 7 , L O w w w w w ..0_ w w w w w w w w w w w 4 a a w Z^ NU) O U) C L C a d a -0 m N •L 4-0 C T — r r T r T r r T T T T r r r r T T c- T T T r r r r r T r T R O N r M N 0 M O ti M r- N M r- N Cl) O N M r O N V V M W M M r 0 CO O N O �/� I,- v m T m N CO N r— V 0N O r- 0 V V O � O N CD N Cn T T w M V V O O v� ;"� N•jn Cn N O a) e- Mr-- Lo �- r- co (O co V V CC) r- r r-- r CD m m V w m (O 0) CA N O aNi a aO 0) rn co rn co aO co aO r- r- I-- r- r- r- v v v U') LO LO 0 0 0 0 0 0 rl- rl- r-- m r r r r r T r r T T r T (/� •a ` rL Y r- r- V M O CO r 0C) r- M C) O O CO r M V V M O CD CD•V N M O M M N r- N OA ti CO O CA 0 0 0 0 N V O O h M N (DM N O t` O 'L � Ca r N M N N N CO O N U) O r- M M O r M CO M O T O N CC) C) N V 0 O m C6 O CO CD (D CD M CO 0 r- h r- r� O M O CO CD 0 O r- r- r0 CA U) LO U") CO O O m m Cl) U t5•� Cb OC M CO M OD O M act MR 00 aO CC7 O O O O O O O O W C l O O O M M M M C vvvvvvvvvvvvvIT VLO0uiLOLiU'ivvvvvvvvvv U= Li V c "0 O O O O O O O O O O O O co CO O O CO O O O O O O O O O O N N 0 0 vi CO a;C^ O O O O O O O O O O O O CO N O O N 0 0 0 0 0 r- O O O O O O CO 0 D CO m E (D CO V 'IT N co 0 0 0 0 0 C) "t C) O V 0 0 0 0 0 v 0 0 0 00 0 (D C7 O j C1 co r0 CV N CO 0) r CO CO T M Cl) 0) L U E O) r r r r N r N N co a)U❑v � v m r r r r T T T r T T T r r r r r r r T r r r T r r T r T r T r fn CO O Ca C C ` C C C C ` C C C C C C C C ` C C C C C C ` C C C C C C C = O m p d a_ a a. a. a CL a_ a a C_ a- a a. a_ a_ a. a a. a. a. a_ a. a a a_ C_ a a. a. a. a O O O O O O O O O O O O M CA O O (A O O O O O O O O O O N N 0 0 O O O O O O O O O O O O CC) N O O N O O O O O r� O O O O O 0 CO O = C^ to CO V V N M O CD O C) O O If V O C) v C) C) O O C) � O O O O O C7 co O (0 E co LO N N co 0) r CO V) r cc E a r r r r N r N N M 3 (u (u (L❑ U _h a) r CO O r N M 0 CO O O O CO O O O O O O O O O O 0 0 0 0 O O O O N a) (O 0 r- ti I` ti M M O O N N M V (O r- M M 0 r N V CO O M O O r N M M c U 0.0 N N N N N N N N N M M C7 m M M M M MLA c V V V V CO r0 CO CO lC) 0 > M "0 'O 'O '0 10 U 10 'D 'O U U 'O '0 'O "0 '0 '0 70 'O '0 '0 "0 '0 '0 � a CO a) C C C C C C C C c C C C C C c c c C C C c C C C C c C C C C C -p Q E A CD (0 fa f0 C6 (6 CO f0 C6 (a (LS (0 CO W C[1 (0 W m CO co m m N m m m CO m CO CO m O N E F E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E o Cl) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) 0 () 0 0 0 0 a) 0 0 0 0 0 0) N co ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ v C\l LO (3 c t` ti t- r- t- r` r` r` r- t` f` r` O O O O O O O O O O O N O O O O O O N a) O O 0. CM M M CC) 00 M M M CM O aO O O (O O O O O O (O LO O r CO O O O CA CO r` C O V CO V V �" (O CC) CA (D O r` M N r` r- OD ti O V CM M aO M CC) M O M O M O > CO V 0 U) U) LO 0 r- O O O O CDr N N N N N T T T 0 0 0 0 0 T T r 0 M p 4 O O 0 CO 0 0 0 0 CO 0 wtl- r` r- r- r- r` ` I-r- f r- r- � I- r- r-- I- I,- r- r- I,- I- �Cp VO LLJ V V V V V V V V V V V V V V V V V V V V V V V V CJ` N H to �v 0 r,o 0 W C1 CT > CO m rl C li (U c Lj E N N N N N N N N N N N N N N N V CD r- Cc) LO V V V V Cl) co CM co Cl) ce) cM cM Cl) M m Cl) O O o 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W a N a) O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO(> 7 i i i i i i i i i i i i . i . i i . i i i i . i i i i i i . i � N O U E a) a d U•E� 0 0 0 o O o 0 0 00 0 0 0 00 o O o O O O o O O o 0 0 00 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N ON N N CVO N N N N N N N ON N N N N N N N N N NO N N CVO N N N N N N N >ea Ea. C � CO i 3 j 0 Oi � t� 0 C� ofn M w.O c N Q 0 0 7 M E C U .O N :E U) m E 0 O 'c O c N Z U > ' �y N ] ' ' ' O ' ��y O O O O O CD O O O r r T T T m O o a_ V r- m O CO U-) d O O m M T O CO > > N M V Cn CO M O O T N G G CO G 0 U) N MC? M C9 '7 ' 9 CO n CO CO M � - r r r r r r N N N N N N N N NCO (f� Cp CO O T V V O V M In N O O O T O O N O M V M V Cn O M V M h M M O O O O O °o a 00 V M O O CO V M V M V O T O Cn N r O N t- r- O LO 0 0 0 r V T 0 o 0 o CO O O) o •> 0 N W w O M .- M V M � N V Cn CO V t` r 6 r CV O N to 6 00 V N o V 00 N m 0 0 0 6 O CD N VE N,a N M CO N M V N Cn N MN V r` O N CO N M N N N N N N N N N N N N N N N N V) N 0 N •� p UCCL Q c ,e p p O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 o a;°' mC a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a N2 000000000000000000o00000000000oo 0 000a d� N N N N N N N N N N N N N N N N N N.` ca Q O f1 0 0 0 � V.. N 2) v/ L' a_ O O O CD CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 M V M 0 Cfl O.N L d fU o 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 00 0 0 0 00 0 0 0 Cn V CO O O M. LL" m ».^ O C7 O O O o O o 0 0 O O o 0 0 C7 O O o 0 0 0 Cj 0 0 0 0 O Cj O O N V co O V O � U.'D N p_ N N N N CV N N N N N N N N N N N N N N N N " N N N N N N N N N N N N N N m` N 2" n Ufa Cl) C o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V =3 - 0 0 0 0 0 0 0 0 0 (D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "O V) 0 0 0 0 0 O O O 0 0 0 0 0 O 0 0 0 O O O o 0 0 0 0 0 0 O 0 0 0 0 0 O 0 O t/1 N N Cn O. N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N a �av t N O M r- r— M M M O V 00 r- CA CA U) V V Cr) O M CA Cn OO o O tT CM Cn Lr) OM M M 00 V 0 C17 v a) Cn r- O O CO Cn N 0) r ti N 07 N CCU CA O O r- Cn r CA M N CO r- CO N CO V 00 N N 00 CO M M a N 3 E CO T 00 0p M O w) V M S CC) T co r' T M r- CD T 00 CO co ti O V V r T 00 00 r, g O -: r-� O O_ 00 OD r N 00 O CT CO [I- T V o V N CA CA CO N O N CO CO Cfl CO O N N N 00 CO Cn Cn o CO N- N CO iL M CA N o T Cc) Cn t* V O N Oct CO O CO V V M V CV lA CT CO V M r� O Cn O CO Cn V M N r- V CO CO Q 0 0 CO s-- CA LO O O CT ^ r- CO CO 00 CA N CO r 0 Cj O O P- 0 M In V V V V V cM N M (a T T T r T r r r r T T r r T O �' m (D a) a) a) m m m a) a) a) a) a) a) a> Qr a) ma) a) m W a) m m m m m m m m m am Q) W CnLLB 7 7 7 7 ` `:3 :3 7 7 7 7 7 7 7 7 7 " ` 7 7 7 0 7 7 7 7 2 7 7 7 7 U)E 0 U 3 >, O CO 0 Cn Cn Cn O LO Cn 0 O In 0 LO O O LO o 0 0 CC) LO O O O O co M m M M O 0 O O O d Nm3: Or- r- r- nr- otir- rl- Or- P, r- OONOo0NNoLOLOLO V V V V V ON000 ,� o co co CO co 00 O CO CO CO O CO CO co O O Cn O O O CO CO T N N O O o o 0 0 0 h 0 0 0 o X 11, o T r r r r O T T r O r T r o O Cn O O O r` r` Cn CA N T T T r T T O C) CC) LO Cn O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T O N T T r T T r N N r r T CO Z Co Ce) Co M Co M CM M Co CM Co C'M M M M Co M M M M C'M M M M M M M M M C`') Ce7 C`) CY7 Co Co CM la C U 0 3 7 N - OCL > m LL 16 d� -aQ a 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o 0 0 m V d).2.. o 00 0 0 0 0 0 00 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o aLLE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 aD a o 0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v o 0 m 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 ^Co Z ji ri ri coM ri ri ri cri ri ai cri Co of Cori Co ri Co Co Co cri Co V) Mri ri ri ri ri ri c i M M M 0 M O o a O o O V tn 0 r— O Cn CO n O O V CA CO O T O O - N M V LO COO COO M O - N M V LO Cn COO M o v 0.0 r N M M M M M IT V I V CO CO CO CO CO r� r` CO r r r T r r T T T N N N N N N N N ..Co O E ;7v � ^o cn o to '--'N Y T N w C7 O) = > m m �a N CL)C 0 •- U E M M M M M M M M M M M M co co co co v ^ 00 ^ f- ^ co CO (() V V v m M c d o 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o 0 0 0 0 0 0 0 o 0 0 0 0 0 LLl d 9999999999999999999999999999999 N E O U E N Ex d U•�a t o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 O O O C) 0 0 0 0 0 0 o O O o 0 0 0 0 o O O O O o 0 0 0 0 0 0 0 rn>'� N N N N N N N N NO N CV CD o N O N O 0 o N O N CD N N ON N N N N ON Cn 7 N N Ern =3 2 E fl C co i A F- n E c 7 d,0 7 j W E C U 0 C C O C >S O O C i i > _ C N 7 r r CO CO M T M C) In C) in M to O In O - T O O O O O O ' C) O C) O Cn Cn ti ti r- f- ^ 00 00 0) N O N co ^ SO O N 0 o O_ V T N M C N N N N N N N N N N C? M M CM M M ^ IT Q' Q' v W (n In to N O O O O O CO r CO O N T O O V V T N O 0 � O 0 � O M M r N r 0 0 CO N C 0 0 0 O M f- LO � M m 0 0 m V- v 0 0 0 N o O h O ^ Cn In LO N ^ r � N � C0000Nr � ricfivo �riaotir000riui0 � ooriv � vaoao � o jE h;� CA N N N CO 'T N N N N N N N N N N N N 0 N N N N N N N N M N N N V1 ,C U � Nn to •>, O U C a v Q c -2 d i d O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m°= C o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o o 0 0 0 0 0 0 o o d 3 N 7 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N co 'i E N'U) g O O � �a o 0 O LL Cd w � ++ O 0 v c!1 4 L '- C) 0 N 0 0 0 0 0 0 0 r— O C) o 0 0 0 v 0 0 0 0 0 0 0 0 0 0 0 0 0 H L d (p o o M 0) O O O o o 0 0 0 0 0 0 0 0 v o O O O O O o O o O O O O O 0 N.� O � r O O O C) O O o m C) O C) o O o o O o O C) o O o C) O O O o o ° ]._ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C,4 CO L UNdd ^ = L) N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 c O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ;a U) y O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N d cn Q N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 N d 00 CO CA 00 r- V V r ^ O CA Cn CO f- (O M V M N M 0 O CC) M LO M M V M M 0 f- 'IT M LO CO 0 N 'T 0 M M CC) O O O 0 M T M LO M N O CO O 0 V M ^ N N � d 3 E N r CO* LO' N N N M 4 M OO M O CC) 00 M Cl) ^ CO 00 : f� f, In 0 N N � ai i O p T (O N 0) In O M M r CO 0) T N — N T T CO C() M 'q 0) ^ CT M V' CO O CO T O -LL C 5 N (p L M r N O (O V M S CO 00 O T N CO V Cn V T (O ^ LO IT In CO qq 'Cr O N LO N V CO Q N V V N CV CV tf V V V Vj In CO CO 00 00 CA C'7 (j� M C'j Cej CM N Cl r r O O r N = T T T r r r r r r r T T T � O U) L Ca d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d N > > w > > > > > > > > > > > > > > > > > E d C f0 fl1 (9 C6 w w w �--. ��+ w+ ram+ .�. w --� - +. ... - w - - - ++ - - .+ w w w (niU 3 >, O o 0 0 0 a 0 0 0 0 o O LO 0 o o 0 O o 0 0 0 0 0 0 0 r o 0 0 0 � -O (0 3 O O O O O O O O O O O O N r- 0 0 � O O O o O 0 0 0 o Cn Uf M o o p 0 0 Cn 0 0 0 m 0 0 0 0 0 0 co M 0 0 0') 0 0 0 0 0 N 0 0 0 N 0 0 0 0 i LL Cn N o 0 Cn r- O C) C) C) O O r- v O O v O O O C) o 0 0 0 0 0 W 00 N O d >x r T T T 0 0 0 0 0 C 0 0 r O 0 0 0 0 0 0 0 0 0 C C 0 0 T r M C CL M co co M M co co co co co co M co M co m M m M M M M M M M M M M C'') M M C T Zz2E2 i O N 03 � NC HLL o v a2 -vQ 00008000000000000000 3 o.-. 00 0 000000000000000000 � 5o d o 0 00 000 0 000 0000 0 0 0 Cl0 LL. E O O O O O o o O O O O O o o O O o o o o o O O O O O O O o O o CD c%j a) C1 0 0 0 0 0 0 0 0 CO o 0 0 CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v CD O d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L co Z iT M M M M M M M M M M M M C6 M M M M M M M M M M M M M M M M M M c O Co 090) d r Cn O r N CO 0 LO O O O CA o 0 00 0 0 0 0 0 00 0 0 0 0 0 0 0 In (n LO 0) 'O CO 0 h ti ti ti CO O o O N N m v 0 f` M 0 0 T N V 0 CO 00 O O r N M M O;V O d N CV N N N N N N N CM M M M CM C? M M M IT i I qT I qT q CO 9 9 Cn 9 Qj(0 0 M '7 '� '7 -7 ".) M M M M '"7 M 7 '7 7 M '� M "') M M '� M M '7 '7 M M P L O E7� o�-o . o to'--'M Y� � W M 0) m 'a C N N C T -U cm c W U N O n ro to 0 L6 LO 0 N CO 0 D •N co O •' rl- O An L) N G ca Q tm .0 Q d 3 c G o0 Cl) d i o L i7L O 0 LL m` •L I- M C � V C N D O t N f0 V1 N f0 0 U 3 T U N T C U N�ON C N ag T T T Q C C C C C C C C C C C C C C C Z Z Z Z C C C C C C C C C C C m V T T T T i i T T T T T T i T C C C C C C O O O O i i T T T T T T i T T O c E Fl 11 IL FL 1 H I- H- H- F- H T T T H H F- F- F- F- F- F- QH HQ H F- F- H F Q)5Z: :3 w w w w w w w w w w w w w w w Q Q Q Q Q Q a a a a w w w w w w w w w w w � coo' in 2 2 2 2 2 2 2 S 2 2 2 2 2 2 2 0 0 0 0 00 Q Q ¢ Q 2 2 2 2 2 S S S S 2 2 o 0 222 29CO to Ql) an. aa_ a. a. a. a. a (Las. n. acLa. cLn. aaaaaaao- aao- aaaa- CL0—CL0 V mfoo n a. a. a. a. a a. a. a. a a. a. a. a_ a. a_ a_ a. a_ a a. a. a, a. a. a. a a. a. a. a. a. a. a. a. a. =to E;� o r­o 0 Ic— a) w ai O> > m c >' •�U c w U N O a` co co O uO M O N Q co D .N co O IO O a2 !D .L 3 co ° o0 .0 LL N L N Y L O ° T LL o m L f` M C c CO �0/� E N 0 O r N N M N lC x 3 a T U N T C U O� N C Z (0 d i i i i i T T T i T T T T .0 Q c c c c c c c c c c c c c c Z Z Z Z Z Z Z Z Z Z Z Z Z cp v c c c cOOOOOOOOOOOOO d)-N4 FL � � f• F. �"' f••' i i i i f--' ~ �-' �--• f--• H 01 N EEo Q � QQw < < < < QQQQYYYYa- a. a. a. a- a. a. a. a_ a_ a. a. a. 'DO .. E w w w w w w w w w w w w ¢ ¢ Q Q g 2 g m g g g g g g g m g •=„o N c x x x x x x x x x x x x x x 00 0 0 Q Q Q Q a Q Q Q Q Q Q a Q o 0 = xxxxxxx = xxxx 9 CD � -, �W)cn a_ a_ a_ a_ a. a. a. aaaaa. a. aa_ aaaaa. aaaaa. a_ a. a_ a. a. a. 04 aim O a. a. a. aa_ a. a. a. a. a. a_ aa. a_ a. a. a. o_ a. aaa_ aaa_ a_ a. a. a. a_ a Hto WATER ANALYSIS EXHIBITS H16 H1�J 0 N I J �, o N 1 o g n CL CL `O �E n LO I 1 �t a a a 00 0 0 0 0 1 00 CL z — � 1 --- — � o ! O w to Qo N n i 2 CD 1 1aLj S n LL rn p . /. �r Uao I r` a] d Lo r/ ` ri o�E 0 0 O / a5a Z in z - - w z CL 0 w LLJ N 0 I- 0 m° Q CIS C CL I Q PMECT No. 0 CL 2605.007-02 [n R(.'1fB.DWC I 1 ! y filly d ! ! 3 � : w o� W � O ~ Z LLI LLI5 t • "" ,',A 1.0 Q NORTH 19TH AVE = o o E Y Z y 5 mry � 0; I O e X cn cn ! t ! m ' " MAX AVE U) i I ', R, !• Q ^1 O 01, i m Of i ! �� ! e e W - � Z U p < m W W Z NO � m m PROJECT N.O. 2605.007-02 SRCYB.DWO PAVEMENT SECTION DESIGN Q) O Id m E v >~ m U) O rd •ri •r-I .Q -W U >~ �$ (1) 0 04 U) -ri 4-3 J, :j J-) U 0 0 N U .ri (L) m ri) 04 ' 0 U 4 rI U] z3 0 Ln ? fs7 0 q4 a) U 4-) H 0 4 .11 M 0 11 w J 41 m 0 i 1-1 Q) rl �:j U (1) 00 m 00 Ln (1) JJ 4-I m 0 b bl H LO ,"4 O Q) M 4.1 cr m U '4 O w Ln N i r co � H �' Ln M tJl 0 �", (D Ln H N d U I H -ri �-I J-) •• O ri • H U) 0 11 r4 11 II tjl �' Ln N CO P4 (1) o a' w p+ 0 U 0 to O M N () Ul S4 O W Im Q) U 0 a) rd 11 r-I rd J, (1) (d O 11 —1 U) •• Q) 4-) U U \ II �4 rd L(1 II N U) ri U) U (1) .0 rd rd b O 11 rd (d •ri m a) 41 (L) 3 rd SA r-I 4W 44 a) O II a) rd ¢i > �4 J-) U) rd 41 0 44 U rd �4 �4 S i Q) U) o O a) II rd Ln �j II I~ H }A r. �(Il �j d m O (L) m rd I J-I I 4-1 —, M r-I II 4-1 Q) H �J O 04 U) U) H U) rd Q M P4 N U ;j >1 0 E 0 m U m rd Q rd �4 E ri Q) rd ?1 JJ () Q) 44 rd �4 �4 U VY A �4 a) -ri J, rd 4a rd o 11 -r-I E > -L-) J, O O 44 0 > 4-I �-I �4 4-4 11 E -ri r-I U (z m r-I r-I 44 44 44 rd 11 4a 0 44 rd rd rd m rd r-I r-I -ri 'J Qa (d rd rd 0 Q) O 04 a) P4 -ri 04 }I (d �' JJ -ri Q cd S~" 4 4) �4 rd Q) m JJ .� �4 -w E o 0 A m 04 a) m 04 a ?, r. a) rd m >4 :j 1~ U Ei rd a) 0 S I -ri (1) (d a) 4 -ri m m JJ N "A �4 rd 4J r•i 0 N a) 0 to —1 O J, -ri a) U a) J-) rd rd -ri -H 44 t)1 Q -ri ::s -ri tr a 0 rl -,1 rd 91 rd r-I U -r-I r-I 1~ m U •r1 m rd U b o U] N U N 0 rd > M > � A 0 •° 0 0 ai 4-J 0 0 0 W � 4-4 � E JJ m rd JJ 0 0 a) I a) x 4-1 rd 44 E rd 44 r. FC �4 >1 N rd �l Q) m Q) J, U m 4.J a) m J, J, Q) 0 m (L) J, J, rd -ri m r-I m Q) 0 m 0 0 0 (1) m Q) 1~ 0 J, () 14 4 •ri rl (1) rd rd (1) r-I 4-I 0 m 4 O U U t)1 4 O U () U p r-I a) JJ }-I �j rd r-I rd U I U U rd (d U U rd •r( .0 0 r-I E m (d (d rd rd Pi rd m 1:: rl S4 1" r.. r-I r-I �4 3 A a) E rd rd �I -r1 -r1 J, m rl J, 04 U -ri ri J-1 04 -ri Q) JJ m 4J rd > -r1 0 0 ul w E m rl 0 •r1 -rl m ?� U rl t~ > rd -W Q) 44 t31 -H 04 m JJ 41 �J 0 (L) :j U M p H n m o •ri > W U) CO U) H H m COI r+~ 04 Q) �l 4 4 4 P4 E d rd m p r-1 N M .;44 Ul to Eq Ei Ei H N s~ v E 04 0 ri •rl � � a) a) 04 s~ 10 0) 3 (ten 0) 04 rd • 0aZro �+ x Iti o ao 41 4-4 o m U) r-4 -r-I 0 \ S:i. r-i M N I • A 3 E O ter v �4N m r m-I O �-I U) m rOl 44 ()U -ri ri ui m 0 � r-i •H ri o a 1 .04 � 04 •� r♦ m m � m o o w co U a) rd •ri (1) 04 o o �4 • (-r1 M rl •• -ri (d rl a) 0 N N 44 m U) -ri rd m 4-3 C*4 44 II �4 1 co -r-I (1) (d (d -ri W W I~ 0 II II II (d ri �4 �4 �4 �-I U U 0 Q) 4-) II co (1) t7l bl M !~ 0 •ri U \ a) a) a) m m J-) Ul A O -r 1 0 �4 (d o a) m m m m •ri (d (d • 0 -r-i P U 0 rd 4-I o m rt fd (d Q) ri U-) 44 m 4-) 04 0 44 U rd A A A m a) a) U ri o �4 m m a) �5 rd J-) 4-4 m ri A E �4 N M (d -ri Al �l a) m rI m m m (d �j rlti) A J-) � 4-) m 0 U a) V)- m �-1 m -L4 (d a) m JJ •ri U 0 0 m 4-I 44 44 (d m U Q) ri 4-4 z -ri 4-I (d II 4-4 0 0 0 04 a) ri r-I •L; •rl 0 0 EC� A 0 �-I U �4 r-1 -ri S+ A Q) m 4-) .P 04 J-) -ri x 4 a) a) m >+ � z a) 44 44 a) J-) 44 04 ri m (d 4J H (1) •ri ri JJ 1-) 0 J, t)) 0 x ri 4-I A -H :J •ri 4-I m U 4-I (1) 0 G (1) a) a) 4-) .rl 44 m rd U •ri Q) rd 'H 4 >1 a) 0 0 A J-) U x rd 0 4-I Z 0 -r1 rd rd 4-) r-I JJ 4J 01 �-I 0 0 (d a) 0 0 0 E 4W 0 r. ri .4J -r-I r-I (1) r-I J, E m 27 44 E a) 0 E 44 P a) m J, r-i M 04 0 a) 4-) J, a) r1 U ;j 0 m 4 U -rl I a) m a) z 0 a) -r l E r-I J-) .4 a) 3 rd S~ U V1 U 0 U a) U Cr J- • -r•1 (1) :J rd 04 a) •rl (d rl U (d "A rd x x rl N b) 4 (1) m U J, ri H r-I I rl (1) (d -r1 •ri rl .0 4 I~ -ri U J-) 0 ri 4-) a -r-I a) -rl J, E E CO (d M m -ri 44 a) �5 rA rd -r-I 1 m '>1 (d 0 (L) 44 r-I P4 JJ �4 o >~ 0 M �4 a) () () a) a) rd a) G rd A M p H a A H H HP P4 H H H m -rl rd W a� a) a M H r-I N M � L� ko r Co H H U] STORM DRAINAGE PLAN STONERIDGE P.U.D. SUBDIVISION K Y EXHIBIT "A" POND LOCATIONS I I w I I I 1 II 11 � I I , I II $ I I / ———————— — _ _J 1 L--------- \ \ a -51 ` -------- --- I 1----------—-- N. 22ND � POND STONERIDGE OR. m m \ \� POHO.7 •6 , I cDi m z / z APLEWOODST P a M z L T , --�_._.____�_�_ LJ LJ� N. 19TH AVENUE --------__-----._ ----_-------_ N. 19TH AVENUE f/7 a I F 1 1 III =CL O _ I I ; I N a m x Z:) x N GRAPHIC SCALE w S (>N reer) W a 1 inch- 200 1L Z r n ' 11"X17"Scale: 1 inch = 400 R. 0z N � w N 00 RROJCCT NO. N 2605.022 SHE0 ET NUMBER 6 �o N °RAWING NVLBCR I mom STONERIDGE P.U.D. SUBDIVISION '_ LL a 03 Lo u > =Nx N EXHIBIT "B" DRAINAGE AREAS w Xzzj T ` N. 22ND_ I o I wu� z 1_ —� L - - —� IT L 1 A 1 POND 85 i I I I I o Aga . a ' � 1 J _ TEMP PONDCD 0 ? z "A2" Q I O N. 19TH AVENUE H m - I G I m N o X > i I C I o - AREA N3 AREA K3 & N4 - CONTRIBUTE TO POND •4 GRAPHIC SCALE I I z - AREA 04 • I I o Z W I-- N POND 005 W IN F6Ef) I I N t 1 inch = 100 it 11"Xl7"POND «7 m Sc01e: 1 inch = 200 11 I I TEMP POND I I i7 O I SHEET NUMBER I N I I (IRAVONG NUMBER Z � MORRISON PROJECT. BY: DATE V I^ZI�4 Ql PROD.NO. ��5 U avq O ■■ AWERLE,INC. CHK: DATE PAGE: Z OF 2 Ck�1cs —,Db T CAT.NO-R-3067 DESCRIPTION— DIAGONAL REVERSIBLE COMP. CODE—3067-0004 Q D O 173 ° FLOW-� 60 K"VS. ST 50 40 .K. _NSL — 30 20 8 �5 c0 I .0 .O( .OI3 .04 A'5 .06 ST ST-TRANSVERSE GUTTEAAsLOPE SL- LONGITUDINAL GUTTER SLOPE Z•' K -- GRATE INLET COEFFICIENT K�- 15 t � b�� b _ .57 �����, �towh�Aa+cll GjAiEL z , ` ,5-,�513 = s, gg r \ ps13 _ 5,37 cts D = �`j�5 `I scc (�'loowo,�c� �u�rSalw1 sox�z \ J Cross Section Cross Section for Gutter Section Project Description Worksheet GUTTER FL Type Gutter Sectic Solve For Spread Section Data Slope 012000 ft/ft Discharge 4.44 cfs Z W Gutter Width 1.50 ft Gutter Cross Slol 062500 ft/ft Road Cross Slop 030000 ft/ft Spread 9.25 ft Mannings Coeffic 0.016 0.50 0.40 0.30 0.20 0.10 0.00 0+00 0+02 0+04 0+06 0+08 0+10 0+12 VA.0N HA NTS Project Engineer:Morrison-Maierle,Inc. h:\2605\022\docs\storm\gutterx-sec.fm2 Morrison-Materle,Inc. FlowMaster v6.1 [614o] 06/27/02 02:26:08 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 GUTTER X-SECT Worksheet for Gutter Section Project Description Worksheet GUTTER FL—`- Type Gutter Sectic Solve For Spread Input Data Slope 012000 ft/ft Discharge 4.44 cfs Gutter Width 1.50 ft Gutter Cross Slol 062500 Wft Road Cross Slop 030000 ft/ft Mannings Coeffic 0.016 Results Spread 9.25 ft Flow Area 1.3 W Depth 0.33 ft Gutter Depress 0.6 in Velocity 3.36 ft/s 1,L Project Engineer:Morrison-Maierie,Inc. h:\2605\022\docs\storm\gutterx-sec.fm2 Morrison-Maierle,Inc. FlowMaster v6.1 [614o] 06/27/02 02:28:25 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 3 Cross Section Cross Section for Gutter Section Project Description Worksheet GUTTER FL Type Gutter Sectk Solve For Spread Section Data Slope 012000 ft/ft Discharge 5.72 cfs S� Gutter Width 1.50 ft Gutter Cross Slol 062500 ft/ft Road Cross Slop 030000 ft/ft Spread 10.22 ft Mannings Coeffic 0.016 0.501- 0.40 0.30 0.20 0.10 0.00 0+00 0+02 0+04 0+06 0+08 0+10 0+12 VA.0N HA NTS Project Engineer:Morrison-Maierle,Inc. h:\2605\022\docs\storm\gutterx-sec.fm2 Morrlson-Malerle,Inc. FlowMaster v6.1 [614o] C 06/27/02 02:27:29 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 GUTTER X-SECT Worksheet for Gutter Section Project Description Worksheet GUTTER FL--'- Type Gutter Sectic Solve For Spread Input Data Slope 012000 ft/ft Discharge 5.72 cfs Gutter Width 1.50 ft Gutter Cross Slol 062500 ft/ft Road Cross Slop 030000 ft/ft Mannings Coeffic 0.016 Results Spread 10.22 ft Flow Area 1.6 ftZ l Depth 0.36 ft f� 7 + 2,s c' _ 0 5 -7 Gutter Depress 0.6 in YZ Velocity 3.57 ft/s Project Engineer:Morrison-Maierle,Inc. h:\2605\022\docs\storm\gutterx-sec.fm2 Morrison-Maierle,Inc. FlowMaster v6.1 [614o] 06/27/02 02:28:13 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 ■ PROJECT: ■■■MORRISOIVBY: DATE PROJ.NO. 1V1tilE�E INC. � �Z y �� 2(obS 6'L'LUyu CHK: DATE PAGE: OF 2 i�h�sc a6 j S�z� 5 — 5� - , 3� y� S (� c/�� CAT.NO-R-3067 DESCRIPTION- DIAGONAL REVERSIBLE COMP. CODE-3067-0004 QO �. a 17� FLOW F^-352 60 "K"vs. ST 50 40 K SL 30 E 20 mm `I to .0 .0I2 .0I3 .0I4 .OIs 0 G ij ST ST= �S TRANSVERSE GUTTELO PE SL= LONGITUDINAL GUTTER SLOPE b Z J K = GRATE INLET COEFFICIENT �_ �3£�kyl'_,,•., 12t5 ��r�.-�rAl��e, �J � 0,5� �`�o�,., Flcwma,s4Ert C�,1-��c b�.�-Icr.� P QS°}�5iNL GUTTER X-SECT Worksheet for Gutter Section Project Description Worksheet GUTTL-R FLOW Type Gutter Section Solve For Spread Input Data Slope 0.010790 ft/ft u Discharge 3.49 cfs — Qzs = A"A — �D� #S Gutter Width 1.50 ft Gutter Cross Slope 0.062500 ft/ft 71' m ru� Road Cross Slope 0.030000 ft/ft �/ Mannings Coefficient 0.016 Results Spread 8.60 ft Flow Area 1.1 ft2 Depth 0.31 ft Gutter Depression 0.6 in Velocity 3.05 ft/s �'3/ 2 "L Project Engineer:Morrison-Maierle,Inc. h:\2605\022\docs\storm\gutterx-sec.fm2 Morrison-Malerle,Inc. FlowMaster v6.1 [614o] 06/28/02 08:34:11 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755 1666 Page 1 of 1 Cross Section Cross Section for Gutter Section Project Description Worksheet GUTTtR FLOW Type Gutter Section Solve For Spread Section Data Slope 0.010790 ft/ft Discharge 3.49 cfs Gutter Width 1.50 ft Gutter Cross Slope 0.062500 fVft Road Cross Slope 0.030000 ft/ft Spread 8.60 ft Mannings Coefficient 0.016 0.50 0.40 0.30 0.20 0.10 0.00 0+00 0+01 0+02 0+03 0+04 0+05 0+06 0+07 0+08 0+09 0+10r V:4.01 `. HA NTS Project Engineer:Morrison-Maierte,Inc. h:\2605\022\dots\storm\gutterx-sec.fm2 Morrison-Maierle,Inc. FlowMaster v6.1 [614o] 06/28/02 08:34:18 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755 1666 Page 1 of 1 GUTTER X-SECT Worksheet for Gutter Section Project Description Worksheet GUTTLR FLOW Type Gutter Section Solve For Spread Input Data Slope 0.006000 ft/ft Discharge 3.64 cfs (��5 For pool -t- SAT a 3 Q# y) Gutter Width 1.50 ft Gutter Cross Slope 0.062500 ft/ft Road Cross Slope 0.030000 ft/ft Mannings Coefficient 0.016 Results Spread 9.81 ft Flow Area 1.5 ft2 Depth 0.34 ft r Gutter Depression 0.6 in Velocity 2.46 ft/s 2 1 /Z Project Engineer:Morrison-Maierie,Inc. h:\2605\022\docs\storrn\gutterx-sec.fm2 Morrison-Maierle,Inc. FlowMaster v6.1 [614o] G 06/28/02 08:09:09 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 Cross Section Cross Section for Gutter Section Project Description Worksheet GUTTLR FLOW Type Gutter Section Solve For Spread Section Data Slope 0.006000 ft/ft Discharge 3.64 cfs Gutter Width 1.50 ft Gutter Cross Slope 0.062500 ft/ft Road Cross Slope 0.030000 ft/ft Spread 9.81 ft Mannings Coefficient 0.016 0.50( , 0.40 - 0.30 0.20 0.10 0.00 0+00 0+02 0+04 0+06 0+08 0+10 0+12 V:4.0 L., HA NTS Project Engineer:Morrison-Maierle, Inc. h:\2605\022\docs\storm\gutterx-sec.fm2 Morrison-Maierle,Inc. FlowMaster v6.1 [614oj 06/28/02 08:16:55 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 MORRISON PROJECT: IQ> - R,r o y BY: q�b DATE �\ IS)o PROD.NO. ■■ MAIERLE,INC. CHK: DATE PAGE: 1 OF 2 C3ASr� ply 0���1� 5'rr�►•,d+ ids �cs; pOv\1 - �6 y 5-4�ti�. EV E►.�t —� -TI�J�I -3, P Zs (c��,►„e��,�� Tv�,c ,,,c. (,vswv, ly3, Tc,\.6 �-IV A-= A —� S$% �Ktl�t� (�'S� Ac As 3�Sy 3T Pam. cuv,s-� tr— v= C � 1 lEC = 13��� h,�h FL4.O II ■ MORRISON PROJECT. U 1 �� 2\' �.d- 14J`1LJ`Il BY: DAiE `� I d 1 PROJ.NO. 2(,U, 011% ■■ MERLE,INC. CHK: DATE PAGE: IL OF Z AReo4 y 4 1JAStc� ph51=�hw` s � . �p�\c�� p ZS Ccwr.w.cw�►w lJ \�"ET A, Lo(a.•9 ) 1jo zs ' 31 1 rllhr A= 1 5$Ac. 6,1 �1!✓vrLlrtl�tl b•y� �OV2�/l) �O�10 I7G�.od� � f '7l 3.N9.<<!.7.1t A Cad cs' c/'4 -\T = •Zq,-Z (n,\)"s = Z.q -L iD zS A ,3 6 �.c� Q= It9(,� 3, 391 ergs Qzs =(o,`7) 2.Ro)0,1b) - y•0 q CtS 1 ,1!-S� -*Ctl GV— (set \'L MMI#: 2605.022 DATE: 6/16/2002 ENGINEER: MEE ' POND #4 MODIFIED RATIONAL METHOD Qp=C1A PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A}(Tc/60)-B (CITY OF BOZEMAN) BASIN AREA PRE= 3.54 AC STORM EVENT I STORM 1 COEFF INTENSITY R A B IN/HR PRE-DEV Tc= 14.0 MIN 2 0.36 0.6 0.13 5 0.52 0.64 0.18 PRE-DEV C= 0.30 10 0.64 0.65 0.22 25 0.78 0.64 0.27 STORM A= 0.64 50 0.92 0.66 0.31 B= 0.65 100 1.01 0.67 0.34 STORM INTENSITY= 1.65 IN/HR PRE-DEV Qp= 1.75 CFS POST-DEVELOPMENT POND VOLUME: CONST.RELEASE (CF) BASIN AREA PRE= 3.54 AC 1903.19 POST-DEV Tc= 7.7 MIN TRIANGLE RELEASE. ( POST-DEV C= 0.79 3093.93.18- STORM INTENSITY= 2.43 IN/HR RETENTIO (CF) . POST-DEV Qp= 6.79 CFS 8255. OUTLET STRUCTURE DESIGN POND: POND#4 REQUIRED VOL= 2498.19 CF (AVG.B/W CONST.&TRIANGLE RELEASE) DIAMETER= 10.00 IN LENGTH OF PIPE= 44.00 FT QPRE= 1.75 CFS HEAD WATER= 1.50 FT AREA= 0.30 SF N= 0.011 ORIFICE= 7.38 IN Ke= 0.50 ORIFICE FLOW= 1.75 CFS SLOPE OF PIPE= 0.005 FT/FT FLOW OUT= 2.49 CFS "NEED ORIFICE AVE SURF AREA= 1268.80 SF H:\2605\022\DOCS\Storm\POND4 1 OF 2 PRINTED: 6/27/2002 13 POND #4 CONT'D POND VOLUME CALC'S OUTLET STRUCUTRE CALC'S Triangle Release Constant Release SLOPE OF ENERGY ORFICE DURATION INTENSITY Qp POND VOLUME POND VOLUME PIPE FLOW OUT (MIN) (IN/HR) (CFS) (CF) (CF) (FT/FT) (CFS) (CFS) 7.32 2.51 7.02 2296.80 1709.15 0.000 2.155 1.752 8.32 2.31 6.46 2385.67 1763.02 0.001 2.225 9.32 2.15 6.00 2463.89 1805.51 0.002 2.293 10.32 2.01 5.62 2533.29 1838.56 0.003 2.359 11.32 1.89 5.29 2595.23 1863.62 0.004 2.423 12.32 1.79 5.01 2650.78 1881.81 0.005 2.485 13.32 1.70 4.76 2700.77 1894.01 0.006 2.546 14.32 1.62 4.54 2745.87 1900.94 0.007 2.605 15.32 1.55 4.35 2786.64 1903.19 0.008 2.664 16.32 1.49 4.17 2823.53 1901.25 0.009 2.721 17.32 1.43 4.01 2856.93 1895.53 0.010 2.776 18.32 1.38 3.87 2887.16 1886.37 0.011 2.831 19.32 1.34 3.74 2914.51 1874.08 0.012 2.885 20.32 1.29 3.62 2939.21 1858.91 0.013 2.937 21.32 1.25 3.51 2961.49 1841.10 0.014 2.989 22.32 1.22 3.40 2981.51 1820.84 0.015 3.040 23.32 1.18 3.31 2999.46 1798.30 0.016 3.090 24.32 1.15 3.22 3015.46 1773.65 0.017 3.139 25.32 1.12 3.14 3029.66 1747.03 0.018 3.187 26.32 1.09 3.06 3042.17 1718.55 0.019 3.235 27.32 1.07 2.98 3053.10 1688.33 0.020 3.282 28.32 1.04 2.92 3062.53 1656.48 0.021 3.329 29.32 1.02 2.85 3070.55 1623.08 0.022 3.374 30.32 1.00 2.79 3077.25 1588.22 0.023 3.419 31.32 0.98 2.73 3082.69 1551.99 0.024 3.464 32.32 0.96 2.68 3086.94 1514.44 0.025 3.508 33.32 0.94 2.62 3090.06 1475.64 0.026 3.551 34.32 0.92 2.57 3092.11 1435.66 0.027 3.594 35.32 0.90 2.53 3093.13 1394.56 0.028 3.637 36.32 0.89 2.48 3093.18 1352.37 0.029 3.678 37.32 0.87 2.44 3092.29 1309.15 0.030 3.720 38.32 0.86 2.40 3090.52 1264.94 0.031 3.761 39.32 0.84 2.36 3087.89 1219.79 0.032 3.801 40.32 0.83 2.32 3084.44 1173.74 0.033 3.841 41.32 0.82 2.28 3080.20 1126.81 0.034 3.881 42.32 0.80 2.25 3075.22 1079.05 0.035 3.920 43.32 0.79 2.21 3069.51 1030.48 0.036 3.959 44.32 0.78 2.18 3063.10 981.14 0.037 3.998 45.32 0.77 2.15 3056.02 931.05 0.038 4.036 46.32 0.76 2.12 3048.30 880.24 0.039 4.074 47.32 0.75 2.09 3039.95 828.74 0.040 4.111 H:\2605\022\DOCS\Storm\POND4 2 OF 2 PRINTED: 6/27/2002 ly ■ M01�1�11JOlY PROhCT: BY: DATE ` U, PROD.NO. Z OJ U�-ti ■■ MAIERLE,T INC. CHK: t DATE PAGE: Z OF Z Sly �5. ` � QC• �\EV- —� ���� ,Zt 4-4 32.,9q y Pavia s 4-6 ^13G �1ev = �17�6�2► c�= � ,3 jS saa 6 oVA� ', SNP4= y7 33,13 IS RCP FROM SDI#6 - SDI#5 Worksheet for Circular Channel Project Description Worksheet Circular Channel-1 Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Slope Input Data Mannings Coefficient 0.013 Diameter 15 in Discharge 4.04 cfs Results Slope 0.003912 ft/ft s�0�� `AS`O� - o•Gd�o Depth 1.25 ft Flow Area 1.2 ft' Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.81 ft Percent Full 100.0 % Critical Slope 0.006809 ft/ft Velocity 3.29 ft/s Velocity Head 0.17 ft Specific Energy 1.42 ft Froude Number 0.00 Maximum Discharge 4.35 cfs Discharge Full 4.04 cfs Slope Full 0.003912 ft/ft Flow Type N/A Project Engineer:mekstrom h:\2605\022\docs\storm\inlet#5pipe.fm2 Morrison-Maierle,Inc. FlowMaster v6.1 [614o] 06/27/02 04:23:19 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 Ito SDI#5 TO POND#4 Worksheet for Circular Channel Project Description Worksheet SDI#8 TO POND#4 Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Slope Input Data Mannings Coefficient 0.013 Diameter 16 in Discharge 7.53 cfs s��4rca 3� QLS (-A -c( Results Slope 0.005139 ft/ft sec� Depth 1.50 ft Flow Area 1.8 ft2 Wetted Perimeter 0.00 ft Top Width 0.00 ft Critical Depth 1.06 ft Percent Full 100.0 % Critical Slope 0.007100 ft/ft Velocity 4.26 ft/s Velocity Head 0.28 it Specific Energy 1.78 ft Froude Number 0.00 Maximum Discharge 8.10 cfs Discharge Full 7.53 cfs Slope Full 0.005139 ft/ft Flow Type N/A Project Engineer:mekstrom h:\2605\022\docs\storrn\inlet#5pipe.fm2 Morrison-Malerle,Inc. FlowMaster v6.1 [614o] 06/27/02 04:33:58 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 I� PROJECT:MORRISON �t�\ _ �,�, - aQ - P��, s SD s S BY: -ta DATE 1\ 1 \ PROJ.NO. I MAIERLE, NC. CHK: DATE PAGE: 1 OF 2 3P�s�1 c)-- 17�s��ti 5 ►a�as Spy��. �1���� ; c,o.Q , Sly Zoc�l , -osG - 10 y- -ka\r, tv t `t��� z-3� Pzs (coY,,w,C�c•w1) �1y3 a,:q_S_\hih� p = 3.51 ;OIrr Les -7 . (fll ko Q�= C��b�C�•51)�1'�J = 3,b c�s y,6z ��It vk- C,Dl s Cf-Z 23tS ( .o\� � 2.3� BPS Cac,(z,3sJ MMI#: 2605.022 DATE: 6/16/2002 ENGINEER: MEE-'- POND#5 MODIFIED RATIONAL METHOD Qp=CIA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A"(Tc/60)'B (CITY OF BOZEMAN) BASIN AREA PRE= 1.7 AC STORM EVENT I STORM I COEFF I INTENSITY R A B I QN/HR) PRE-DEV Tc= 16.0 MIN 2 0.36 0.6 0.13 5 0.52 0.64 0.18 PRE-DEV C= 0.40 10 0.64 0.65 0.22 25 0.78 0.64 0.27 STORM A= 0.64 50 0.92 0.66 0.31 B= 0.65 100 1.01 0.67 0.34 STORM INTENSITY= 1.51 IN/HR PRE-DEV Op= 1.03 CFS POST-DEVELOPMENT POND VOLUME: CO'IST.RELEASE (CF) BASIN AREA PRE= 1.7 AC a�2 b9 POST-DEV Tc= 5.7 MIN 'TRIANGLE RELEASE (CF) POST-DEV C= 0.61 L_. 837.08 STORM INTENSITY= 2.96 IN/HR RETENTION (CF) POST-DEV Qp= 3.07 CFS 3061,22 OUTLET STRUCTURE DESIGN POND: POND#5 REQUIRED VOL= 659.98 CF (AVG.B/W CONST.&TRIANGLE RELEASE) DIAMETER= 8.00 IN LENGTH OF PIPE= 41.00 FT QPRE= 1.03 CFS HEAD WATER= 1.50 FT AREA= 0.17 SF N= 0.011 ORIFICE= 5.65 IN Ke= 0.50 ORIFICE FLOW= 1.03 CFS SLOPE OF PIPE= 0.050 FT/FT FLOW OUT= 2.72 CFS "NEED ORIFICE AVE SURF AREA= 321.93 SF H:\2605\022\DOCS\Storm\POND5 1 OF 2 PRINTED: 6/27/2002 POND#5 CONT'D POND VOLUME CALC'S OUTLET STRUCUTRE CALC'S Triangle Release Constant Release SLOPE OF ENERGY ORFICE DURATION INTENSITY Qp POND VOLUME POND VOLUME PIPE FLOW OUT (MIN) (IN/HR) (CFS) (CF) (CF) (FT/FT) (CFS) (CFS) 5.42 3.06 3.17 686.96 458.27 0.000 1.460 1.027 6.42 2.74 2.84 719.05 472.80 0.001 1.495 7.42 2.49 2.58 745.04 480.53 0.002 1.530 8.42 2.29 2.38 766.25 482.89 0.003 1.564 9.42 2.13 2.21 783.58 480.88 0.004 1.597 10.42 2.00 2.07 797.69 475.24 0.005 1.629 11.42 1.88 1.95 809.07 466.50 0.006 1.661 12.42 1.78 1.85 818.11 455.10 0.007 1.692 13.42 1.69 1.76 825.12 441.37 0.008 1.723 14.42 1.62 1.68 830.33 425.59 0.009 1.753 15.42 1.55 1.61 833.96 407.98 0.010 1.783 16.42 1.49 1.54 836.16 388.73 0.011 1.812 17.42 1.43 1.48 837.08 368.01 0.012 1.841 18.42 1.38 1.43 836.83 345.93 0.013 1.869 19.42 1.33 1.38 835.52 322.63 0.014 1.897 20.42 1.29 1.34 833.24 298.19 0.015 1.924 21.42 1.25 1.30 830.07 272.71 0.016 1.951 22.42 1.21 1.26 826.07 246.27 0.017 1.978 23.42 1.18 1.22 821.30 218.93 0.018 2.004 24.42 1.15 1.19 815.81 190.75 0.019 2.030 25.42 1.12 1.16 809.66 161.80 0.020 2.056 26.42 1.09 1.13 802.89 132.11 0.021 2.081 27.42 1.06 1.10 795.54 101.73 0.022 2.106 28.42 1.04 1.08 787.63 70.70 0.023 2.131 29.42 1.02 1.05 779.20 39.05 0.024 2.156 30.42 1.00 1.03 770.29 6.83 0.025 2.180 31.42 0.97 1.01 760.91 -25.94 0.026 2.204 32.42 0.95 0.99 751.09 -59.23 0.027 2.227 33.42 0.94 0.97 740.85 -93.02 0.028 2.251 34.42 0.92 0.95 730.22 -127.28 0.029 2.274 35.42 0.90 0.93 719.21 -162.00 0.030 2.297 36.42 0.89 0.92 707.84 -197.14 0.031 2.320 37.42 0.87 0.90 696.13 -232.69 0.032 2.342 38.42 0.86 0.89 684.08 -268.64 0.033 2.364 39.42 0.84 0.87 671.72 -304.97 0.034 2.386 40.42 0.83 0.86 659.06 -341.66 0.035 2.408 41.42 0.81 0.84 646.11 -378.70 0.036 2.430 42.42 0.80 0.83 632.88 -416.07 0.037 2.451 43.42 0.79 0.82 619.38 -453.77 0.038 2.473 44.42 0.78 0.81 605.63 -491.78 0.039 2.494 45.42 0.77 0.80 591.63 -530.08 0.040 2.515 H:\2605\022\DOCS\Storm\POND5 2 OF 2 PRINTED: 6/27/2002 RCP FROM SDI#3 TO SDI#4 Worksheet for Circular Channel Project Description Worksheet SDI#&&SDI#4 Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Slope Input Data Mannings Coefficient 0.013 Diameter 15 in Discharge 3.64 cfs /r\ p-4 k Results Slope 0.003176 ft/ft s/off u. C,/ _ � If ✓ Depth 1.25 ft Flow Area 1.2 ftZ Wetted Perimeter 0.00 ft Top Width 0.00 ft Critical Depth 0.77 ft Percent Full 100.0 % Critical Slope 0.006482 ft/ft Velocity 2.97 ft/s Velocity Head 0.14 ft Specific Energy 1.39 ft Froude Number 0.00 Maximum Discharge 3.92 cfs Discharge Full 3.64 cfs Slope Full 0.003176 ft/ft Flow Type N/A Project Engineer:mekstrom h:\2605\022\docs\storrn\inlet#5pipe.fm2 Morrison-Maierle,Inc. FlowMaster v6.1 [614o] 06/27/02 04:49:44 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 ��I . PROJECT: MORRISON T*T BY: '�� DATE 11�1y d1 PROJ.NO. JGoS.b'L`L E MMERLE,m. CHK: DATE PAGE: 2 OF 2 `A- `1�51r1p S1 14 �� f�0.3 —,► �s lope = 0, 6°lu) LA 4-1 0 Pord 5 01A\e. -tom d�-�-�-�.. —► ���l s ,65 --7 LI Ll 2Z ■ M0RMSOlV PROJECT: ■iI MAIERLE,INC. BY: -�pj DATE 1� �L�p1 PROD.NO. L�oO� CHK: DATE PAGE: OF 3 3A�l:d ov. Dtsl�ti '`�-aa��-a� `�' Spc�s. Po��cy , C•O,F�, S„\y 200� , t �lAw,., e\mw� — -TK14, I-3, a S (Cc)rnmE VoV-,N� T1vrr CUYIc: U%mY one (NCI)EN, Ny8L'ACjk' �`px>�ySls t ale ,Ta61t 3'I4, p � 3 (ba,scd oh wor s� cw�Se hK�a—Pq�c� Atta(shin�1 �) �oV (po(2.5Z) 26 A\ ac, vSE C - .$(� (sec Pa Az,= \= 3,2s a� t�l 1 VL) - 3J3'cis I �S.SSc�S I 1 (s (x = (rill (- .-O(1,8 = S .`)2 Sys - PUAM4 A-3067 cQ�"�1 5,88 do z2 0 z3 ■ PROJECT: S�vNFQ\dqQ �.asC aQ — Panel �- SD1 MORRISON �Z BY: DATE PROJ.NO. ME MAIERLE,INC. ����z� 2coo s,oZ2. CHK: DATE PAGE: Z OF 3 s �t' 3.o'1S AL vse C= ��o �o� coh�rn eLC\AI v1����,bcrchobd (►r}61� Z-1 ,p Z'�) �pO�LES 1-rAAA Ckt3 w,. 3,2 S 2y MMI#: 2605.022 DATE: 6/16/2002 ENGINEER: MEE-' POND #7 MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A*(Tc/60)'B (CITY OF BOZEMAN) BASIN AREA PRE= 3.25 AC STORM EVENT STORM I COEFF INTENSITY R A B IN/HR PRE-DEV Tc= 14.0 MIN 2 0.36 0.6 0.13 5 0.52 0.64 0.18 PRE-DEV C= 0.30 10 0.64 0.65 0.22 25 0.78 0.64 0.27 STORM A= 0.64 50 0.92 0.66 0.31 B= 0.65 100 1.01 0.67 0.34 STORM INTENSITY= 1.65 IN/HR PRE-DEV Op= 1.61 CFS POST-DEVELOPMENT POND VOLUME: ! CONST.RELEASE (CF) BASIN AREA PRE= 3.25 AC 2189.44 POST-DEV Tc= 5.4 MIN TRIANGLE RELEASE (CF) POST-DEV C= 0.86 3399.31 STORM INTENSITY= 3.06 IN/HR RETENTION (CF) POST-DEV Op= 8.56 CFS 3250-84 OUTLET STRUCTURE DESIGN POND: POND#7 REQUIRED VOL= 2794.38 CF (AVG.B/W CONST.&TRIANGLE RELEASE) DIAMETER= 8.00 IN LENGTH OF PIPE= 36.04 FT QPRE= 1.61 CFS HEAD WATER= 1.50 FT AREA= 0.27 SF N= 0.011 ORIFICE= 7.08 IN Ke= 0.50 ORIFICE FLOW= 1.61 CFS SLOPE OF PIPE_. 0.090 FT/FT FLOW OUT= 3.33 CFS '"NEED ORIFICE AVE SURF AREA= 1459.63 SF H:\2605\022\DOGS\Storm\POND7 1 OF 2 PRINTED: 6/27/2002 2 5 POND #7 CONT'D POND VOLUME CALC'S OUTLET STRUCUTRE CALC'S Triangle Release Constant Release SLOPE OF ENERGY ORFICE DURATION INTENSITY Qp POND VOLUME POND VOLUME PIPE FLOW OUT (MIN) (IN/HR) (CFS) (CF) (CF) (FT/FT) (CFS) (CFS) 5.13 3.17 8.85 2215.40 1802.34 0.000 1.507 1.612 6.13 2.82 7.88 2342.32 1892.66 0.001 1.539 7.13 2.56 7.14 2451.52 1964.61 0.002 1.571 8.13 2.35 6.56 2546.96 2022.27 0.003 1.602 9.13 2.18 6.08 2631.31 2068.41 0.004 1.632 10.13 2.03 5.68 2706.54 2105.04 0.005 1.662 11.13 1.91 5.35 2774.08 2133.66 0.006 1.691 12.13 1.81 5.06 2835.04 2155.41 0.007 1.720 13.13 1.72 4.80 2890.29 2171.20 0.008 1.748 14.13 1.64 4.58 2940.54 2181.75 0.009 1.776 15.13 1.57 4.38 2986.36 2187.67 0.010 1.804 16.13 1.50 4.20 3028.23 2189.44 0.011 1.831 17.13 1.45 4.04 3066.53 2187.47 0.012 1.857 18.13 1.39 3.89 3101.61 2182.12 0.013 1.884 19.13 1.35 3.76 3133.75 2173.69 0.014 1.910 20.13 1.30 3.64 3163.21 2162.43 0.015 1.935 21.13 1.26 3.53 3190.20 2148.57 0.016 1.960 22.13 1.22 3.42 3214.91 2132.32 0.017 1.985 23.13 1.19 3.32 3237.51 2113.84 0.018 2.010 24.13 1.16 3.23 3258.14 2093.28 0.019 2.034 25.13 1.13 3.15 3276.95 2070.80 0.020 2.058 26.13 1.10 3.07 3294.04 2046.51 0.021 2.082 27.13 1.07 3.00 3309.53 2020.52 0.022 2.105 28.13 1.05 2.93 3323.51 1992.94 0.023 2.128 29.13 1.02 2.86 3336.07 1963.86 0.024 2.151 30.13 1.00 2.80 3347.29 1933.35 0.025 2.174 31.13 0.98 2.74 3357.23 1901.51 0.026 2.197 32.13 0.96 2.68 3365.98 1868.38 0.027 2.219 33.13 0.94 2.63 3373.59 1834.05 0.028 2.241 34.13 0.92 2.58 3380.11 1798.57 0.029 2.263 35.13 0.91 2.53 3385.60 1761.99 0.030 2.284 36.13 0.89 2.49 3390.10 1724.37 0.031 2.306 37.13 0.87 2.44 3393.67 1685.75 0.032 2.327 38.13 0.86 2.40 3396.33 1646.17 0.033 2.348 39.13 0.84 2.36 3398.14 1605.68 0.034 2.369 40.13 0.83 2.32 3399.12 1564.31 0.035 2.389 41.13 0.82 2.29 3399.31 1522.11 0.036 2.410 42.13 0.81 2.25 3398.74 1479.09 0.037 2.430 43.13 0.79 2.22 3397.45 1435.29 0.038 2.450 44.13 0.78 2.18 3395.45 1390.75 0.039 2.470 45.13 0.77 215 3392.77 1345.49 0.040 2.490 H:\2605\022\DOCS\Storm\POND7 2 OF 2 PRINTED: 6/27/2002 2(O RCP FROM SDI#1 TO SDI#2 Worksheet for Circular Channel Project Description Worksheet SDI#1 PTO SDI#2 Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Slope Input Data Mannings Coefficient 0.013 Diameter 15 in Discharge 5.72 cfs A"--i �z � Results Slope 0.007842 ft/ft Depth 1.25 ft Flow Area 1.2 ft2 Wetted Perimeter 0.00 ft Top Width 0.00 ft Critical Depth 0.97 ft Percent Full 100.0 % Critical Slope 0.008768 ft/ft Velocity 4.66 ft/s Velocity Head 0.34 ft Specific Energy 1.59 ft Froude Number 0.00 Maximum Discharge 6.15 cfs Discharge Full 5.72 cfs Slope Full 0.007842 ft/ft Flow Type N/A Project Engineer:mekstrom h:\2605\022\does\storm\iniet#5pipe.fm2 Morrison-Maierle,Inc. FlowMaster v6.1 [614o] 06/27/02 05:08:46 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 2-7 RCP FROM SDI#2 TO POND 7 Worksheet for Circular Channel Project Description Worksheet SDI#2'TO POND 7 Flow Element Circular Channel Method Manning's Formula Solve For Full Flow Slope Input Data Mannings Coefficient 0.013 Diameter 15 in Discharge 10.16 cfs Q2 S (AM--t "A ll + �2 s CAVeat "All Results Slope 0.024740 ft/ft s4pe vi%,/ _ 2,S% Depth 1.25 ft Flow Area 1.2 ft2 Wetted Perimeter 0.00 ft Top Width 0.00 ft Critical Depth 1.19 ft Percent Full 100.0 % Critical Slope 0.021428 ft/ft Velocity 8.28 ft/s Velocity Head 1.07 ft Specific Energy 2.32 ft Froude Number 0.00 Maximum Discharge 10.93 cfs Discharge Full 10.16 cfs Slope Full 0.024740 ft/ft Flow Type N/A Project Engineer:mekstrom h:\2605\022\docs\storrn\inlet#5pipe.fm2 Morrison-Malerle,Inc. FlowMaster v6.1 [614o] 06/27/02 05:14:22 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 28 MORRISON PROJECT: c _ - Po, D 1 ` t BY: DATE `1 11, Ul PROJ.NO. 2 ,b S CIO Z'Z ME MAIERLE,INc. CHI: DATE PAGE: 3 OF 3 'T f3L tev —® y�55�21 CIS BU-n��. Pah� E��� � �-I� �o,3y � Ex�5-�►n�� • M0MSOlY PROJECT: ■i I BY: DATE PROJ.NO. MAIERLE,1NC. CHK: DATE PAGE: OF ! F✓lit Q/'Ps✓y S'j o Sinn �A1U�-1• � ta) t J� �o O� ucu rye o� A44 Cq r may" O�' tn/, f191c S-/ �5 Nu 3,ys 0 w; l I r4ei Eu �v< '�ww� S(,�►�c vvoP�e tM l w.�v - .�- Gof �pce lI�ej ,, � Lti� GvIACS (�n! S �rL�ve�v�c ?O !�. f�Ud�/� S F /-I5 0(4 ss v H i ""P c v v i ova (e; s 2 = ` , 9' 4c- 3 c. 9), o 9) 3) g, sZ vcl��k✓<�t �L - fl�✓ou� 30o ` O7'�'- 0t,(d6&-ell f�� 0CIVJS Lvf / /PZ:V 41,Z 0 3) = 22 �T r p5 h _ 1 o�S v Z 34s (0, z a S -fps c, 6O(2,3 S) Pn 3v ■ MORRISON PROJECT: ■i I BY: DATE PROD.NO. MAIERLE,llVC, CHK: DATE PAGE: OF 3) -4 -- �c,e to ski 0-1 �C co oo swn le r�,,v^,vs 4, my/ y:/ ,e v6 slv/*es, G ZGO o LF Go (2,yq ( 1 s�� J 00 '��(�) avt lU® ' D OVo•�(Gr� "jPj,n/ �/fNss �Cf Dr��✓cam.l 'L G � �c� r�.l'•N MMI#: 2605.022 DATE: 6/16/2002 ENGINEER: MEE_i TEMP POND MODIFIED RATIONAL METHOD Qp=CIA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A*(Tc/60)"B (CITY OF BOZEMAN) BASIN AREA PRE= 8.52 AC STORM EVENTF STORM I COEFF INTENSITY R A B IN/HR PRE-DEV Tc= 42.0 MIN 2 0.36 0.6 0.13 5 0.52 0.64 0.18 PRE-DEV C= 0.30 10 0.64 0.65 0.22 25 0.78 0.64 0.27 STORM A= 0.64 50 0.92 0.66 0.31 B= 0.65 100 1.01 0.67 0.34 STORM INTENSITY= 0.81 IN/HR PRE-DEV Op= 2.06 CFS POST-DEVELOPMENT POND VOLUME: CONST.RELE.4SE (CF) BASIN AREA PRE= 8.52 AC 3913,62 POST-DEV Tc= 20.0 MIN TRIANGLE RELEASE] (CF) POST-DEV C= 0.59 6655.08_ STORM INTENSITY= 1.31 IN/HR f2FTE1Rmwd - } (CF) POST-DEV Qp= 6.57 CFS 14839 11 OUTLET STRUCTURE DESIGN POND: TEMP POND REQUIRED VOL= 5284.35 CF (AVG.B/W CONST.&TRIANGLE RELEASE) DIAMETER= 10.00 IN LENGTH OF PIPE= 25.00 FT QPRE= 2.06 CFS HEAD WATER= 1.50 FT AREA= 0.35 SF N= 0.011 ORIFICE= 8.00 IN Ke= 0.50 ORIFICE FLOW= 2.06 CFS SLOPE OF PIPE= 0.005 FT/FT FLOW OUT= 2.62 CFS **NEED ORIFICE AVE SURF AREA= 2609.08 SF H:\2605\022\DOGS\Storm\Temppond 1 OF 2 PRINTED: 6/28/2002 3Z PRELIMINARY PLAT THE CERTIFICATE OF SURVEYOR _ PRELIMINARY PLAT 1' the andara;9nad• t�an,aa M. Hanash,Reg:slerd Land Surveyor.da hrr.Dy earUfy that between w2002, anal 2002, I surveyed under my direction OF, Stone12id9e P.U.O.Alajor Subdivision Phase 28,and plotted the e-some ce shown on the Oeeompanyi49 plot and as described In eccudonce with the Jprovisions of the Monteno s4rlcwtr. r�°° wTONERIDGE P.U.D. MAJOR SUBDIVISION PHASE 2B d`"1s1on anal Plating Act, s°eli°° 76-3-/01 through 76- 825, M.CA,and the Baseman r I.N.N Area Subd'wend act*oUons. 9cy BEING A PORTION OF LOT 5 OF Dated this day o! 2002. STONERIDGE P.U.D. MINOR SUBDIVISION #1, OAK Sr LOCATED IN THE S.E. 1/4 OF SECTION 2, T.2.S., R.5.E., P.M.M. THOMAS M. HENES1i OWNER; CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA PURPOSE: 10062 LS THIS PROJECT _ ICAPE-FRANCE INC 15 BNTWOOD DR. CREATE 16 COMMERCIAL TRACTS. BOZEMAV, MT, 59715 -- ZONE: R-o .ERTIFICATE OF COMPLETION We, Cape-Franca Inc. and 1, Matthew E. Ekstrom, o Registered Professional Engineer licensed to ties . the Slats of `� w;s:u•,:,sr� p Montano, ° 2002.7, following between , required dosa eondtions of op 2 pronalo and f w StoneRidge P.U.D. Mcjor Subdivision Phase 29.have been Installed in conformance with the oppm,d plans and spccificotions, Roods,Water, Sawar, Signs,and Drainage. The subdivider hereby worronts against defects in these mprovtmenls for o per;od of one year from this dale. The subdivider grant possession of 04 public infrestfuclure improvements to the City Of Bozeman,and VICINITY MAP the City hereby Oceepts possession of ell public Infrastructure improvements,subject to the above Indicated c,,only. CERTIFICATE OF DEDICATION MATTHEW E. EKSTROM. 110653 P.E Dated Morrison-Maierle, Inc. the undersigned property owners do hereby certify that we, have caused to be srryed, subdivided.and ted i uv nto lots and streets, and other divisions and dedications, as shown by the plat hereunto included, the - following described tract of land, to wit: - Donald E. Cape Sr., President Dated STONERIDGE P.U.D. MAJOR SUBOMSION PHASE 28 CAPE PRANCE INC. a pert:en of Lot 5 of Stonerfdge P.U.O. Minor Subd;vffion #I,A Tract of lend located in Section 2, Township 'outh, Rcege 5 East, P,M.M., City of Bozeman,Gallatin County, Montano, being more particularly described as 'ws: GRAPHIC SCALE --—� Commencing of the southeast corner of said Seat >son 2 and proceeding North O6'16'16'West a distance of 6, � � m 1104.41 feet to the True Point of Beginning. — Or Ids[1) sr nee South 88'42'08'West, a distance of 346.87 fact; 1 t°ah- foe Ills no North 01'06'23'West. a distance of 147-36 feet; - I. CERTIFICATE OF COUNTY TREASURER ice North 0T25'59'West, a distance of 348.36 feet; I, Anna Rosenberry,Treasurer of Gallatin County, Montana, do hereby certify that the accompanying ._nce North 11'18'2T West,a distance of J48.36 feat; - I \'� plat has been duly examined and that all real properly taxes and special assessments the assessed and Thence North 08*38*12'Weal a distance of 281.09 feat; levied on the land le be subdivided are paid. Thanes North 10.46'53'West, a distance of 364.53 feet; TM-nce North 09'40'47'West, a distance of 169.77 feet; q rr ice an an arc to the left with a radius of 1032.50 feet,arc length of 114.22 feat. chard bearing North O t4'34'East, and chard length of 114.16 feet; O I Dated this day of A.D., 2002. nee North aY14'26' East, a distance of 167.83 feet; or i „,nca on an arc to the right with a radius of 967.50 feet, arc length or 107.02 feet, chard bearing North 86'24'34'East, and chard length of 106.97 feat; } .A, Thence North 89'34'43' East. a distance of 149.06 feet; ••.� e / TN _,I ANNA ROSENBERRY ice South 01'51'21'East, a distance of 1547.14 feet and the True Point of Beginning. 1 1 v / • , Treasurer of Gallatin County set of land contains 15.20 acres more or less and is subject to all easements of record. `�` fir• ' y 'f0rri*,�cAJr(,,�EISN••' ,.--. I ova-de oar;bad tract of fond is to be known and designated as STONERIDGE P.U.D. MAJOR SUBDIVISION Phase \ ��' r �,'' _ _ - _ •�J 11. .dy 0 1 Boremon, Gallatin County, Montana;and the lands included In all streets together with all utility r•' CERTIFICATE OF RELEASE OF SANITARY RESTRICTIONS easements end storm dro;noge easements as shown on said plat are hereby granted and donated to the City of I �`\ /" - _ _ ,� eman for the public use and enjoyment. \ The SteneRidge P.U.O.Major Subdivision Phase 28, Gallatin County,Montano, ;a within the City of I Y Bozeman, Montano Master Plan area, and can be provided with municipal fou9itlea for the supply Jr of_ T of rater and disposal of sewo9e and solid waste.Therefore, undtr the provision: of Section _ - - 76-4-124(t), M.C ,this subd"n4;on is not subject to sorAcry restrictions. Donald E.Cape Sr., President Oate -'! ...- '-- _ r 1 ,` g DATED this Aia day of A.D., 2002 CAPE PRANCE INC. _ ,TE OF :ss.) r' U .. 5 PSS ; •'� DEBRA H. ARKELL COUNTY OF ) - 4._' '_ - �—_'_+ - 1 - Directo•of Public Service City of Bozeman On this day of 2002, are me,o Notary Public the stole Montana personallyf — — — — CERTIFICATE OF DIRECTOR OF PUBLIC SERVICE -eared JOANN CAPE, knownwn to me to Daa person pean that culled theexecuted the tome for and on behalf of said corporation.foregoing instrument. and acknowledged me thatT7 11 esaculs I I I, Debra H.Arketl,Director of Public Service for the City of Bozeman, Montana do hereby certify - that the accompanying plot has been duty esamined and has found the some to conform to the law,approves It. and hereby accepts the dedicoUon to the City of Bozeman for public use or any • and all lands shown on the plat as being dedicated to such use. Note:This Plat Is subject to the Waiver of Right cry Pubic for the Slott of Montono, to Protest and other conditions as Filed an Minor ding at Montano. Sub. 286. DATED this da or commie;on exp;Iles Y AD., 2002. DEBRA H.ARKELL Director of Pubric Service, City of Bozeman CERTIFICATE OF CLERK AND RECORDER 1, Shelley M. Vance, Clerk and Recorder of Gallatin County, Montana,do hereby certify that the foregoing Instrument was filed in my office, lhia day of_ AD., 2002 and recorded In Back of Plata on page ,Document III of the County Clerk and Recorder, Gallatin County, Montana. Dated this toy of A.D., 2002 SHELLEY M. VANCE Clerk and Recorder of Gallatin County MORRISON � 1/4 SEC SECTION TOWNSftIP RANGE hIAIERLEJNC. sE 2 2.5. S.E. sea swym re fe9 sr.,,s PRINCIPAL MERIDIAN, MONTANA CLIENVUM i CALLATIti COUNTY,MONTANA FIELD WORK• DATE:5-16-01 PLOTTED DATE: ar.ws are.0 DRAWN BY: CTO SCALE:1'-200' DRAWING NAVE: CHECKED 6Yyfti__ PROJ ,2605,021 ytE� 1OF 2 ' PRELIMINARY PLAT STONERIDGE P.U.D. MAJOR SUBDIVISION PHASE 2B BEING A PORTION OF LOT 5 OF OWNER STONERIDGE P.U.D. MINOR SUBDIVISION #1, CAPE-FRANCE INC. LOCATED IN THE S.E. 1/4 OF SECTION 2, T.2.S., R.5.E., P.M.M. PURPOSE: 1125 BRENTWOOD DR. CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA TO CREATE 16 COMMERCIAL TRACTS. - .BOZEMAN, MT. 59715 ZONE R-0 GRAPHIC SCALE AREA SUMMARIES = (IN I= LOTS - 12SS aca I loch.BO ft 6mee. 2.65 aca. CONTOUR INTERVAL 2'CONTOUR NTERVAL TOTAL - 15.20 aca B�K DI B 4RIN" NORTH UNE OF SECTION 2 j 1 N 89'44'46'E FROM COS 1627 BRENTWOOD PHASE ll J I / O / 64 V A BRENTWOOD PRIVATE PARK2 4 R-,032 T / I i_ 0�) 2 _ 2 l '3 �I BRENTW000 PHASE __- Il - LOT 23 24.165 a ate. �' •w I 0.55 ours . - y ---- - LOT 24 I !7 37.380 eq.tL yl I`yl` , _- 1 0.86 acres -_ - - r7« $ .36 P� - LOT 26 4LOT� As 5 �J1 Nsr a C3 hl 7 'So"N- 1 - - 28,629 eq.N O.BO acres or'sR- a w 1 xo . y� LOT 27 0.66 acres `y, _ "ro-ArOCr Da I al 1 "",• 'W -1{. N 51RF/+y.`^"' _ 27,589 aq.IL \ / s( .- 1 _1 - _ F... Ut -__�=-'J- _ LOT 28 0.63 acres ag$ I �.'1r __ .- - 40,895 aq.ft. in+ L.Q!Z 29 0.94 acres - __.47JM sq /►FL -•. g 8 h 1 � .-'-1 ..._ __, _ - - �- J 7„`` �\ '- - 1.70 aaraa 7! - � M \` 47p� •.\I - — —\ —— ' , •' -. ¢ _ I t I - _ _ I L 0 R- 677.5 1 CrC 6.2 ' •'W 8 ---LOT 14 _ _ _ _ 41;090 a fL - - - �.gTOVER[WE DR LOT 2.f ,'1 � I 1 q .. _ - AL47 6 g6lSY[-•, 0�1.. _. __ .. � S7.2B4 aq./L 0.94 a2req. II 17 EUX 1.J2 acraa l 7qi W. PHASE 2B al LOT 21 LOT,18 LOT 19 :. LOT 20 30 77 acres u' -1 ....•�',,:: ....- >nl> LOT 17 8 27.424 s n- 30,501 aq.tL tree — _ — — — — LU4_q- 33,765 a ft. 0.63 Dues Os7 a =\ i — ' - Inwrc LOT 15 26.50z a11TSL ` w 070 aaraa — — — — — — — — il t TA9:NaT 29.612 a (L _?s 0.61 odes �" 0.78 acre I 1 I ( Olme (4 0.611 aces —f _-- - -' \'. I� - - -- -\ — - - - -- - -- - - - - - - -- --- - - -- - - - - - - - --- -- -- - _ 1r- I ,`AaewL 1 '=--'+,_ -- „ L�— �•y — — — - -.16114 I -- --- .. 1 —' "-—— W —-- 66n'rn L —'t'�'_ -- _ .1 7r_ -- E •p - -- 1 �V — —— .- — — .-— — .__._ �,174Y0' --. .�' _=.SJOPS►21_E- —._ --— —.— --— � V ��b / 7 _ -- -• -- - - � -- -. -- ——,. �. - gym• _ _ 611C P.O.B. NORTH 19TH STREET _ - - - - - - - \ T -' e..M�.�m • �'i � .1�. CURVE TABLE �c CHORD LEGEND CUM RADIUS U:NCIN DELTA B ARINOG LENNG HH ecl (R) 0.) 1 (D) (ce'1 (CL224 gNMORRISON ;, +/4 SEC. SECTION TOYMSHIP RANGE SEC110N CORNER LINE TABLE �� UNE 6F,A NG Lw n1 " 1� � -" 242,76 �itiERLE,�xc. 5.E. O MONUMENT AS DESCRIBED Ll r C1 1 . 4 I ^ • SET 6/5-Ga.REBAR W/BLUE CAP l2 w 1 C4 1" ' { 6 139 IrM.a..a..a MMKED--10042IS- C! 64, T 1'4'Lf' e5'19-- 3&10 PRINCIPAL MERIDIAN. MONTANA N 1/4 CORNER FOUND CLIENT:CAc_ GALLATIN COUNTY, MONTANA av t'NO ACCESS STRIP FIELD WORKS DATE:5-16-01 PLOTTED DATE: DRAWN BY: CTD SCALE:1=100' ORA'MHC NAME: CHECKED BY�MEN_- PROJ R:2605.021 SHEET 2 OF