Loading...
HomeMy WebLinkAboutThe Arboretum • Project 126 -2050 �11E & ASSOCIATES, INC. Leyineerin,g (umnnmrtie. fie (ite 111. FLOW ANALYSIS A. Citrus Avenue Sewer Flow The primary purpose of this analysis is to determine if the Citrus Avenue Sewer is sized adequately for the proposed and future tributary developments. The tributary areas to each reach are shown on Figure 19 in the back of the report and on Figure 2 to 9. Reach locations were updated to represent more accurately the sewer system connection locations. See Appendix A for a detailed table showing peak flows at each reach. Wherever possible, the net acreages were taken to exclude all streets and other non -sewer generating areas. However, where no information in regards to net acreage was available, the gross acreage was chosen for a more conservative output. In addition, where the actual number of dwelling units was available, the sewer generation was calculated based on the actual number of units. The following table shows the generation rates summary. TABLE 3 -1: RUNOFF SUMMARY THE ARBORETUM AT NORTH FONTANA - SEWER STUDY Using Manning's n= 0.013 DESIGN PIPE NORMAL PEAK FLOW CONDITION M.P. REACH PEAK FLOW SLOPE D depth d/D AREA Velocity /REACH Q =MGD Q =CFS % FT. d =FT. RATIO An =SF Vn= FPS NA/10 0.8610 1.33 1.00 1.25 0.39 0.31 0.327 4.07 NA/11 1.0260 1.59 2.60 1.25 0.34 0.27 0.270 5.89 4200/12 4.1489 6.42 1.88 1.25 0.79 0.63 0.817 7.86 NA/13 4.2380 6.56 2.20 1.25 0.76 0.61 0.781 8.40 NA/14 5.0061 7.74 1.34 1.25 1.07 0.86 1.118 6.92 4100/15 5.1964 8.04 2.31 1.25 0.87 0.70 0.912 8.82 6018/16 7.1583 11.07 0.50 1.75 1.42m " 2.091 5.29 9221/17 7.2062 11.15 14.70 1.75 0.51 0.29 0.583 19.13 NA/18 72062 11.15 0.50 1.75 1.43 2.104 5.30 H. Method of Pipe Sizing Analysis The following are the equations that were used to verify the pipe capacity: QpeakMGD = 2.5(Qgpd /10 QpeakCFS = 1.547 x QpeakMGD K' = Q n / (D ^8/3) *(S ^1/2) per Manning's Equation Flow Depth do by iteration of Manning's Equation Q= 1.486 / n* A * R ^(2/3) S ^(1/2) n = 0.013 13 T Project 126 -2050 11 )( )1_1 St ASSOCIATES, I NC. frtgrnr..nn. 4 r.mnnuirtr.. t.rr 1.tr IV. SEWER MONITORING ANALYSIS A. Purpose of Investigation Additional sewer flow analysis using sewer monitoring data provided by the City of Fontana was performed to investigate the impact of the Arboretum project on the existing sewer system for which the Arboretum is tributary. In addition, the study analyzes the impact for the ultimate condition where all areas tributary to the Citrus Avenue sewer system north of the 210 Freeway is assumed to be completely built out ( "Ultimate Development Condition" shown in Table 4 in Appendix C). The City of Fontana contracted ADS to perform the sewer monitoring at 14 different locations shown on Figure 20 which were considered critical in regards to pipe capacity. The locations range from Manhole H10_6 on Citrus Avenue, south of Casa Grande Avenue to Manhole B 19_ 13 on Foothill Boulevard, east of Ilex Avenue. In order to obtain the most representative data, the monitoring was performed from Wednesday March 19, 2008 that Tuesday March 25, 2008. B. Monitoring Result The sewer monitoring result is shown on the following Table 4 -1. TABLE 4 - 1: SEWER MONITORING SUMMARY DESIGN PIPE NORMAL PEAK FLOW CONDITION NI H PEAK FLOW SLOPE D depth d/D Velocity Q =MGD % FT. d =FT. RATIO Vn= FPS H106 0.067 2.68 1.25 0.09 0.07 2.91 113_7 0.181 5.43 1.25 0.09 0.07 8.08 H142 0.490 0.5 1.75 0.12 0.07 11.12 H15_19 0.903 0.65 1.75 0.43 0.25 3.17 H15_15 0.942 2.94 1.5 0.25 0.17 8.07 H16_36 1.127 2.19 1.5 0.34 0.23 6.05 H172 1.170 0.72 1.75 0.36 0.21 5.10 G19_6 2.274 1.21 1.75 0.79 0.45 3.41 G19 2 2.940 0.78 2 0.90 0.45 3.42 E19_41 3.212 0.78 2 0.85 0.43 4.23 E1921 5.007 0.61 2.5 0.67 0.27 7.45 D19_30 4.686 0.62 2.5 0.64 0.26 7.54 D194 5.600 0.4 2.75 1.02 0.37 4.28 B19_13 6.436 0.49 2.75 0.82 0.30 6.79 As shown in this table (See Table 6 &7 in Appendix C for more detail) where peak flows represent the maximum monitored flow at each location, the current conditions do not exceed the design capacity of the sewer pipe at any monitored location. (Refer to Figure 20 and to Table 7 for a location of these manholes) 15 Project 126 -20.50 1 11\1A1)( )1 (_ & ASSOCIATES, INC. (,ry rn,evvi� t nnnnun,br ro, Ufi C. Proposed Development Impacts The development impacts were analyzed and summarized in the Table below for three different conditions. The first condition shows the monitored flows for "existing condition ". The second condition is based on the existing monitored flows with the addition of the sewer flows generated by the developed condition of the Arboretum site ( =2.751 mgd; see Table 5 in Appendix C). This shows the impact of the Arboretum project on the City's existing sewer system and existing flows. Lastly, the third category shows the existing monitored flows in addition to the developed conditions flows on Citrus Avenue at Summit Avenue (node 14 shown on Figure 19; = 5.01mgd; see Tablel in Appendix A) plus the developed condition flows from subareas 16 -A, 16 -B and 16 -C shown on Figure 19 (= 1.07mgd; See calcs on Table 4 in Appendix C). The Sierra Lakes Planned Community and its adjacent areas west of Citrus Avenue, subareas 16 -F, 16 -G and 17 -A, are currently developed and therefore, included in the existing monitored flows. TABLE 4 -2: DEVELOPMENT IMPACT ON SEWER MASTER EXISTING CONDITION EXISTING + DEVELOPED ULTIMATE DEVELOPMENT Manning's n= 0.013 (MONITORED FLOWS) ARBORETUM CONDITION M.H. Slope Pipe D PEAK d/D Velocity PEAK d/D Velocity PEAK d/D Velocity FT. Q =MGD RATIO Vn= FPS Q =MGD RATIO Vn= FPS Q =MGD RATIO Vn= FPS H1 0_6 2.68 1.25 0.067 0.07 2.91 2.818 0.45 8.19 4.149 0.57 8.92 113_7 5.43 1.25 0.181 0.07 8.08 2.932 0.38 10.46 5.191 0.52 12.45 H14 2 0.5 1.75 0.490 0.07 11.12 3.241 0.47 4.53 6.570 0.75 5.26 H15_19 0.65 1.75 0.903 0.25 3.17 3.654 0.47 5.11 6.983 0.71 5.93 H15_15 2.94 1.5 0.942 0.17 8.07 3.693 0.39 8.85 7.022 0.56 10.67 H1636 2.19 1.5 1.127 0.23 6.05 3.878 0.43 8.17 7.207 0.63 9.45 H17_2 0.72 1.75 1.170 0.21 5.10 3.921 0.47 5.40 7.250 0.70 6.21 G19_6 1.21 1.75 2.274 0.45 3.41 5.025 0.47 7.02 8.354 0.65 7.87 G19_2 0.78 2 2.940 0.45 3.42 5.691 0.47 6.15 9.020 0.62 6.82 E19_41 0.78 2 3.212 0.43 4.23 5.963 0.48 6.18 9.292 0.63 6.89 E1921 0.61 2.5 5.007 0.27 7.45 7.758 0.43 5.98 11.087 0.52 6.59 D19_30 0.62 2.5 4.686 0.26 7.54 7.437 0.42 5.95 10.766 0.51 6.59 D194 0.4 2.75 5.600 0.37 4.28 8.351 0.43 5.25 11.680 0.52 5.74 B19_13 0.49 2.75 6.436 0.30 6.79 9.187 0.43 5.77 12.516 0.52 6.26 As the above table shows (See Table 4 for a more complete summary), the addition of the sewer flows from the Arboretum project will remain below the design capacity of the City's exiting sewer system at the monitored critical points. The maximum d/D ratio is 16 T Z CA CO a) N T a) O CO N CO O w F4 N At N CO O O CO CO 0 >) 40 In cd t` ti Cfl 00 4 N .4 H A , W N N N N N N O o 0 r3 ai w N N N N N N '4 V V Q N N N V' ra OM O O � .. M0a)NMaO� . ACA O ,_ tiNcoco0Lo0 q' . w4., 0 0 00ti .- N1`N 'C , '' w pI U w�•:1 • CO ° 00 ai ti ai r 8- ''4t .04: ti"r o rn N� .tu "� p : , u V, LnoornMLO �• -ao 'C. 1 q V1 c.) 0 GT co O ti N r '4- N M N • " a , :. C � U co 4,1- 0 co 0) �C v � rn 0 0 • 0 • C O • 0 o ° Lo ° l e) II • d ti W • A g p n 1■ t■ 1■ 1■- I � N . I � N. w 0 A W'�g oc00000000 ! ''''''d '� f CU w 1 a) c o O N N O V) O � A _ Z p a) co co co L c a v. 5 r 0 y 40 r 0p 0wLC)cb � E a: II e et .. r1 .. :.. ._.. .. _ .r Z a N y C. E 1 Cl.� O 4t w 1 o I .- o N c- M• a e g U a6 Mry o�7rn0 - 11 < 0 0 CJ W Q . 0 0 0 0 0 0 N p 6 O b ` N ,'•1 a a) W4 Wi ` O C> y ti in 0 �t�M�mo�rnN e M II II < '.." co L W '�CI� MN00o0tit0NO0 < cA < p d 000000000 0 , „ e l d "stt p ; - v _ A N 'd E�- O F rn�rn(O N-N-N. -M a o o z cii o, M Mr-- r�oco4 LC) 'cr. 11 II 4v a W Z 414 0000,0,0, o 11 q q Iy, a • Z MCOl17w� 000OC)r 4 e [-w '" d to " O CO 7) 0) (0 0 "0 o - • Z �" o o c') co 4 M 4 o co 4 GA W 6 6 6 o O o O 6 O 0 o 0 o d it 1L) In LC) Ln CL) IA O LO 110 ors i Att a C� NNNNNN .F C W4 Q Z 6T. . Z o +, 0 cu CI, [ ••1 C 7 aW., o 000004,o °o 04 A c.701 00 O (0 (01) W z/, Oo o000 (NI co M in a 0.-1---- in in in N. ti N- r ,x .. al gh■ w r .4 .- N N r- N O r :.. O F W ^a 0 0 0 0 o 0 0 eel 61 y CA uP O H ." w O O 4 4 O r, O r O �' W MwNO 4�� � � N E . et co N r r rr >~ N O. • Q I I I r r CO CO ti 00 U (, 0 0 0 0 0 0 0 0 . W o wl 4 cf, 0000000 CU C , W W W 0 F" . . p E" i t dC °(0o co W > .0 2 co tzpOr 0 ,- N O ��NN A Q W AlV 0 0 r NotS ~ w � �O� vcrctiui�r-t` i , Z r• N za [ x xu - - Q �"" O r N M r Ln t0 ti tp W U r r r WaaOaaO�Na Q I A • a x Z Z! Z Z ; 0 04 2 ■ 1. T THE ARBORETUM AT NORTH FONTANA SEWER STUDY (TRIBUTARY AREA FLOW DISTRIBUTION) EXIST. M.P. REACH TRIBUTARY AVERAGE 1AREA SEGMENT/REACH REACH EXISTING M.P. REACH AREA FLOW -GPD ACRES AVERAGE GPD PEAK FLOW -MGD PEAK FLOW -MGD 10 -A 30,000 _ 10 -B 136,500 10 -C 143,459 10 147 309,959 0.861 11 -A _ 65,836 11 193 375,795 1.026 12 -A 30,000 12 -B 81,000 12 -C 78,000 12 -D 262,982 12 -E 439,632 12 -F 277,237 12 -G 184,529 _ 12 -H 15,624 4200 12 740 1,744,800 4.149 2.430 13 -A 15,000 13 -B 26,226 13 770 1,786,026 4.238 14 -A 273,974 _ 14 -B 23,841 14 -C 31,526 14 -D 29,400 14 1,024 2,144,767 5.006 15 -A 24,000 15 -B 1,040 15 -C 64,728 4100 15 1,109 2,234,535 5.196 3.193 16 -A 107,550 16 -B 80,400 16 -C 204,600 16 -D 421,569 16 -E 103,050 _ 16 -F 21,762 16 -G 3,800 _ 6018 16 1,758 3,177,266 7.158 5.787 17 -A 23,400 9221 17 1,773 3,200,666 7.206 5.921 18 1,773 3,200,666 7.206 Refer to Table 3 for Tributary Area Average Daily Flows Refer to the excerpts from the Year 2000 City of Fontana Sewer Master Plan in Appendix C for more details on the existing master plan peak flow shown on this table. Table 2 T �. . 1 1.11 2� �R 2 � k rt ,^ O o lim ® ��® r 4, �r ; c wy <; _ Z I V Li) Z `;, \ 1� W W Z ..-8 n e::_ic y I n 0 a_ e a w w . o f,7 ...x 1 m < 1 \ ' n ® Q Q g i I to t 4 H I♦ . � � _ s - o a ` 1 5: ;1 I _L______... '1 ? i CO C c l r �o r J 3flN3tV S51 dA? p S W 0 v V o , p YJZr 4 (..:•_!, Wm� w 1- z -, j # i 'S tz`-- . o 44? o v �� � °L � s O W cc a p a z ep I 1 c Q . . _._._J �. i f - r ; z o � ' F G� M 0 o gr Z Q -� m iiii all Q d �v 1111111 III tt1 ¢ 1 lL 1 L _ q r , i ,.: th cc ► + al <,. L 111111 0 . i , le • •• ..+n+rw�r .. ...�.+,.... -----i 3nN_nN snat in .,..,...., th W 4m , i® Ii CO ;17- E r `Z ' s • sga Z W� v O CC Ln < , m © m ` � o m 0 ► ;� \,,.,,,,..,,, Q 0 Z .4,' m ° Q biz, \ st , .z. H —.I — \ 1 \ 1 t I Fe. Irr a i% .,,,,,, ` W 0 %,1 W I3 0 Cl • I Z 0 ` 3fN3Att tlaa3 _ 1 - , ( ID a 1 ce V' cr ��r o � CC 00 Hy '<-(' N Z 1 td_ L CO t" Z CC a M 'n U Y.,.. o ..^. - .lJ M ^ C C k < __... 0 C' - kl k!DI ) L: 1.''''CL Z ; 1 ii a Z CI a 0 mow} . te! V cE ILJ M u. r• 0 L J a ui t F- 0 N ui " Z i �d 4 + 1 N M U r O u i 4 rn 1 o . I t ^-,4 z ,c, e ! r. 1" c) . W r dc fit 1 { 1 1, ( 3 SS3d The second criteria addresses the minimum slope of the pipe. Slopes should be designed to ensure that sufficient velocities are developed at peak flow conditions to make the pipe seff- cleaning. Adequate scouring is typically achieved at velocities of 1 2 feet per second or higher. In addition to slope, these velocities will vary depending on the condition of the pipe and depth of flow. Assuming the pipe is in average 1 condition (Mannings "n" = 0.013) and flowing at least half full at peak flows, slopes should equal or exceed those iisted in Table iV -1. The third and last design criteria addresses the maximum allowable depth of flow. Due to the potential presence of waves on the surface of sewage flows and the uncertainty in projecting peak conditions, it is not desirable to design sewers for a • maximum capacity condition. Hydraulically, this maximum is achieved when depth of flow is at a point between 90% and 100% of the diameter of the pipe, This maximum hydraulic capacity, however, is not typically sustainable as any variations in flow due to wave actions, etc. will fill the pipe. The maximum hydraulic capacity of a line, therefore, should be considered to occur at a depth to diameter ratio of 0.90 as shown in Figure Vi -1. The maximum design capacity of new sewers, however, should be considerably lower to provide for uncertainties in projection of tributary land uses and flows. Depth to diameter ratios of 0.50 for 8 to 12 -inch sewers and 0.75 for larger sewers are recommended. Also, a minimum standard of 8- inches should be established for all City maintained gravity sewers. The maximum design depth to diameter ratios and minimum slope criteria are summarized in Table VI -1 by pipe 1 diameter. 1 For purposes of this Master Plan, existing sewers with flows exceeding the design capacity but less than the maximum hydraulic capacity were considered 1 MARGINAL. Existing sewers with flows exceeding the maximum hydraulic capacity were considered DEFICIENT and in need of relief or replacement. Future 1 master plan facilities were sized to operate at or below their maximum design capacity. 1 VI -2 1 • TABLE VI -1 SLOPE AND DEPTH OF FLOW CRITERIA DIAMETER OF SEWER MINIMUM SLOPE (11 DESIGN D /d (IN.) (FT /FT) (1N /IN) 8 0.0040 0.50 10 0.0030 0.50 12 0.0024 0.50 15 0.0017 0.75 18 0.0014 0.75 f 21 0.0011 0.75 24 and Larger 0.0010 0.75 Note: ` Computed for a Mannings "n" of 0.013. f � Depth (D) over pipe diameter (d) ratio VI -3 T City of Fontana Sewer Model Engineering Resources Citrus Avenue Northeast Sewer DESIGN GUIDE - Sewer Capacity Analysis Name: SANITARY SEWAGE SYSTEMS Flows for Year: 2030 Sewer Hydraulics Manning n: 0.013 1 v.min (fps) 2.00 Allowable D/d = 0.75 Up MH Upst Invert Upst Rim Length Diameter Budget Q.avg mgd Q.all mgd V.pk D /d.pk Dn MH Dnst Invert Upst Cover _ Manning n Slope Benefit Area Cost Q.pk mgd Q.full mgd V.full s.min Prop Citrus Ave NE T1NR5W 17NW, 17SW, 18NE 50 %, 185E 50% 0.336 mgd Sierra Avenue 4500 1823.00 1830.00 2640 15 1 $ 324,720 0.336 2.053 2.53 0.47 4400 1813.00 5.75 0.013 0.00379 0.928 2.569 3.24 0.00144 Prop Citrus Ave NE (T'fNR5W 18NW 30 %, 18NE 50 %, 18SW, 18SE 50 °i 0.359 mgd 'Cypress Avenue 4400 1813.00 1820.00 2640 15 1 $ 324,720 0.695 6.150 6.73 0.37 4300 1723.25 5.75 0.013 0.03400 1.795 7.695 9.71 0.00144 Prop Citrus Ave NE 'T1NR5W 19NW 50 %, 19NE 0.185 mgd 'Casa Grande Drive 4300 1723.00 1730.00 2640 18 1 $ 380,160 0.880 3.338 3.24 0.58 4200 1713.00 5.50 0.013 0.00379 2.225 4.177 3.66 0.00113 Prop Citrus Ave NE 'T1NR5W 19NW 50 %, T1NR6W 24NW 10% 0.089 mgd 'Citrus Avenue - --_ 4200 1713.00 1720.00 2640 15 1 $ 324,720 0.969 5.842 7.02 0.45 4100 1632.00 5.75 0.013 0.03068 2.430 7.311 9.22 0.00144 - Prop Citrus Ave NE T1NR6W 24SE 50 %, 25NE 50 %, T1NR5W 19SW, ' 0.339 mgd 'Summit Avenue '- 4100 1632.00 1640.00 2640 15 1 $ 324,720 1.308 6.923 8.48 0.48 1 6018 1518.26 6.75 0.013 0.04308 3.193 8.663 10.93 0.00144 1=+C- Discharge to Baseline - Sierra Sewer MH 9221 ' . t308 mgd avg 3.193 mgd pk Job #: 86025.028 'Cost of Improvements $1,679,040' Date: 18- May -00 City of Forits• r a, S it c= o U C a151.1Eox -.;_3 GENERAL PLAN LAND U S E MAP Adopted: October 21, 2003 Last Revised: April 10, 2007 GENERAL PLAN LAND USE LEGEND RESIDENTIAL DESIGNATIONS 1 R -E Residential Estates (2 du /ac) I 1 R -PC Residential Panned Community (3.0 -6.4 du /ac) I I R -SF Single Family Residential (2.1 -5 du /ac) I I R -M Medum Density Residential (5.1 -7.8 du /ac for single -family detached product type 7.7 -12 orla for # la* Abided or maple lai7 ;valor!** — R -MF Multi Family Residential (12.1 -24 du /ac) COMMERCIAL DESIGNATIONS — c -C Community Commercial (0.1 -1.0 FAR) >m — C -G General Commercial (0.1 -1.0 FAR) I 1 RMU Regional Mixed Use /.\ __ (al -1D FAR to em- RekleMi6t 12 -24 d /Iles tar tMiMeKd) % h ICIHE CT � INDUSTRIAL DESIGNATIONS ' - sm I I li light Induetried (0.1 -0.6) //' 1 I 1-c General Industrial (0.1 -0.8 FAR) 4) ! L .00 or V ' - oa0 °O PUBLIC DESIGNATIONS r T - - " "- RIMY. wwe w WI e ..E - .. - -`-- OS/ \ • I ' ; ` OM 1 I P-PF Public Facial. - R -6 .,m ® P -R Recreational FocWtles . 1 i P -UC Public Utility Corridors ..... ,r • OPEN SPACE DESIGNATIONS i p 4Q�� � /' ow C-G P. i �,9 f � „0�' MINN open SP... v ^5 I 4 'CAO SPECIFIC PLAN LEGEND O6 - ' f �o wu lets • PI Soulhridge Village R -PC I R-PC RAN ..m N2 Rancho Fontana N3 Walnut Village P -p P.-L/C � " " -4' p4 iteevMed R-PC ` . k eve i _ N5 Southwes Park � I _ l6 Fbringate R-P I • w9 N7 Rescinded i Ne West End — _ _ _ c -c e,ao N9 Fontana Gateway N1a Rescinded R -PC 14.. R -PC • - e I •m N11 South Polk 1 .aim 412 Hunter's Ridge R -K Wl N13 Empire Center I:It NU Rescinded _ i N15 California lifo Landings I P -R Nib Sierra Lakes - P -DC R Y R - .sr a17 Westgate i 'i • ES Summit Coyote Canyon P-PF R PC I Sc 1-2 4 OO . '•m #20 Citrus Heights South P_R R -PC 1 :,,�I, 2000 f o., l N21 f5frus Heights Nor OS P-R i mm #22 Summit al Ro6ana R -PC cam / s< P -Pf R-PC 1 0 2000 4000 feet - City Limit i r : FO p R .am --- Sphere of Influence , c :SUMMIT AVE - fwrcel P 1 General Plan Amendments moo • - e Cayement Adoption Date - � City Address Block / ' c - a AOOP .m. - -- Specific Plans R RYU • eaoWtiOn 03-162 2003 L Civic Use �/ , R-PC P-:4 P - � P -R 1 ReaMW "on No. No. 04-208 Deaerrhb.r 21, 7, -® City Haft p -R P-R , Resolution No. 05 -006 February 1, 2005 Fire Station Resolution No. 06 -160 September 20, 2006 mop Hosphal �•_i ^p -R R -PC R - PC = Ordinance No. 1493 October 4. 2005 Police Dept. / _ Reeoiud m an No. 06 -80 May 9. 2008 -., School W ` R li P, E W i Raeelution No. 06 -136 Jug 11, 2006 Q ¢ < Resolution No. 04 -224 September r 26. 2006 • axe O Activity Center Overlay g� P-p R.0o 2Jon No. Op -m1 December 1z, 2006 0.1 -1.0 F fw non -resd d e) ) w '':. 7.7 - du //acre for teidedbl us c 3 Downie.. Overlay — i •!•�- ' d14 f C-c -..._ - U - 0-0 •' e.m ' ; ' ■ Bouievord Overlay - ...____ _ �, . .i...,. , , tT m ... A m ® (0.1 -1.0 FM fa mn- rnieaht)d user, . l.' r - . J «m 7.7 du /sae for reidarlti! urns) ' � F - ,. _rte. -. • n Auto Centex Ove (136 acres) . i NRl - %; rem CITY OF P , + v uC R -PC R-PC P a P em RANCHO CUCAMONGA 0 • mm .�h P-R R -OF - E R-PC P-Pf r P -UC P-PF ' /- i ...co.- R 0-1' - C ITY O F R IALTO � 7 - R-PC P-PF R-PC - - — SELINE AVE BASELINE A ,,, -++ 1\ f C -C `lcc P -R -PP P-R C p_p R -FC P -PF R-ST p -PF I - . P -:ie o R -sr { % - n100 P-R - R -SF 0.-. MILER AVE P -R P-PF J • P-PF R-PC . mP ( P -Pf I R -SF P -R al F V > I -L W tu 0-R i •C > u .. P PF qi ,9m �� . ..P . . "Al . -' .. . , J 11,.. ...! , : . 9 -1 R '......%':'f,... i /.'_ rrss/ ` %�,` j/ �� •'. /.r/ / / / /f, // FOOTHLLBLVD • FOOTHILL BLVD ,9 f � � „ m .. ' R- • R-9F- �.r T R_yf W R-SF i 0 i R- _ _ 1 ft-M R-Mf s 1 1. t R-M P-PF etm �i I -0 ' / P �F P- / • I 2 P-PF C-C 0-SF L / / I/ r l -r� //e ��- R p �/I,I / M P -li ARROW BLVD •U ARROW BLVD -L _ %J % / /.r ,m, V +i I -L 09 iE R-M P1+F R -SF f „M. +,,,x4p MFTRDL Q'� C . mm 0 oil V k ,..w. 5• L . » tF ,.rc t ` ea P I WA '. ,,.rrr .., .w...0 : -:. -. n , w.n,:. T .: ,...,.+,. .;.., / rt rn . -.- .., .«,....,,.a»w•w -n « e..,.e,,,,...,...,... -. �� W �IERRILL AVE U METROLINK 1 ..�.� - ..- ,.. -r. ., _.. . R - SF R s� Z «iP».»,»e - -- _ - I R cam / ... P OP LL I �• P -PF 0 - M ',...• � ///' *i • 0 -. -. -_ a a • _. _. ews� , C-0 �, . , F -- E — aw F 1 - - - •— U I se P-PF I +-PF • P - � r-Y *-1,1 R P -pr R_ __, RAND SAVE i - P -PF �2 r _ maim _ m ,.mo. i P > R P Lvv,m ..te Fc < I L P-PF j R SF I R -g S p-PF P -PF % --', Q R -SF I .® - ,terR BERNARDINO AVE P-PF P -PF m _ P-R R -ey /J4 l - - - -I ../ _.. - .._ 3 SAN BERNARDINO AVE • as P-PF • / ' � � 'jI/F - - - -1 - - i / P-PF P-PF I ,. o-e — R a. e vin ' -. I .® 1 I-0 y J ' P - � R-SP • f P b `_ _ 1 8 VALLEY BLVD 1 c-e , '/ I -L e / .� r C-•0 VALLEY ,,,, • Ii 110 FREEWAY O t� / � � ,� 1 _ ' — UNION PACIFIC RR mn° W sue:. LOVER AVE wr 1 -1 I $ S: ' AVE - _ c-c i -L c-C i O� - I-c _ I-c I mrm rra� c-c visa .... P -PF R-PC 1 • we i 1 SANTA ANA AVE row S 1 ' . 1-t N § W t H P-R 1 W eC I I-0 R -SF Elm „r CC C-0 • P ■3 I L ' I co J URUPA AVE JURUPA AVE u 4- „ � - -' -.. `j ,, R-PC R4/ la•RC' P -PF R -PC 06 ,VC P LC -„r P-VC P -UC P -R P -UC P -R P-R P -R P-R P -IIC - R_P0 P-PF P-PF R-M R-PC P-PF 0 PC P -PF R--PC R-Pt P-R - - - • Imo i _ L C� R-PC r _ _ — ,,.m P R -P0 "°" 9riARLAYAVE P-PF c-c v tic Pmt le-PC 1 BLOOMINGTON -- " " R-PC $> w C-C `• R-PC I .' . - P-PF R- PC -- ---� I P -R P R-PC ) R -PC r , a ' a f i J / ' ,.... " . x. ...:: " -:: r . : ,.' ' . - . —_. —J _ - . '�----- - - - - -- m w - - - -- __ —_ -� Tx9 • rz,m r.aa . .� .�_ .. __ __ — _ _ — __ ,xr.m . e.aew tertsm vitae Ise, ta- thew -mseo- tar -,s -tar' tar - ire -rase •iwe- two- iaw•taee- two. use- er •tws- i>w- isim.imno- ,v99- isw -isw -isms. isnn- i9w -,a90 iem9 -,aim -lamp isms ,arm iew iom rnm ,m farm inop ,rem inm i>w itw ttsm ur irm ism ineo ,m99 ieim i®m ier raw i.r r -( a City of Fontana Department of Engineering / GIS I ', T:Wdobe Reader PDF Files \ General Plan Land Use Map 11x17.pdf „® E pe a ,® ii z < .■I Cl. CC l' LLI 6 Lri LI-I < CC D LU 0 :11 41 0 Z IJJ 0 LIJ — no) In ai C U • P . 1 . 7 . = .— — U 7., 1 ft LL a J .0 al N 75 a cl. L) = cli tfl E = ....., cu I _ o .0 1,_ - a.,) I . = H 4" 3f1N3AV V3V315 . . 1-- 1=11 V: i • ! s la n‘c , . 1 X 0 . I Z , Csi 1" a < I Unl I iu o u ,„, Z . ----,_ Al , = = . ,.. . , , , . 1 . i . I_ I Om .....; , ij , aL 1 : ! e 4 I I . ......... , ■ . . ...-..- ,..J . 1 1 1 ' —,... ....--- . „ \ , . ' ' i 1 • - 41i L t. ,. tt , , t, , 0 , J E i i - 1 i in‘ 0) ' . trs , -tv , \ i•-•--- . ... ••:,. \').„ L 3 , . \ _ .„.., , :.= . . , ,., \\. - kL ( [....... ,,,,.., , i,/ -.., , ,., CL, \-..., \. ,. AIN THE SUMMIT AT ROSENA SPECIFIC PLAN 1 Prepared for: The City of Fontana 8353 Sierra Avenue Fontana, California 92335 (909) 350-6678 a Contact: DiTanyon Johnson • Prepared by: 11DR 2280 Market Street, Suite 100 Riverside, California 92501 (951) 320-7300 • Contact: Lloyd Zola LSA Associates, Inc. 1650 Spruce Street, Suite 500 Riverside, California 92507 (951) 781-9310 Contact: Jennifer Schuck Prepared on behalf of: J. W. Mitchell Co. 2 Corporate Park, Suite 108 Irvine, California 92606 • (949) 975-1999 Contact: Nick Mitchell Adopttd March 22. 2006 — ,- , , -,-) . .4 T ,3trryirrpial 'x - SpeciTic man r FiCI 1,1, 4, ! 9,pai Coneefit J.. • _ _ . 1 , 1 . A : . I -:. li 1 1:_ECIFiC PLAN BOUNDARY . (Townhouse) 1 CASA GRANDE AVENUE e2 .. . . , . •NN i .• - .. . . 1 I . I . ...-, a 1 uji 0 ($;000 SQ. FT) . : ; 00.000 SG. FT.) 4 000S . F.7: ( , 0 ) 1 -- :. ,:-... : • , '-';-:' :ii,. - Z 1 .• I L-11 ';';',' • • • . •= .. , . .., ., ' 1 LLICI) --ii i; 40 . 0 - a • 0 .. Edison Trails Park 0 Edison Trails Park Edison Trails Park di _ . . ';': 'Mil • ''-: '!--: ,;::,.-.5 ,t,::: ,-, i ,_. ' - . -,-,::::-...:;,:.:' .'r -'," : - :::-..-;,. 11.1) ,, .... ,:- - .4:,:ve,:c3:k %4=-11::::-.=f`i Teaiiin.6:■;tattj- -. .. . (9i#01,1. i 1 . ,.. f ..., (6.000 SQ. FT) ; 'k - 7 , P , 4 : '7-';' ,- - , 4 Y 51:411;a: ...... . ._. . ,...., . ... 1 Elementary School i Lb 19'' L , (Townhouse} Park (Townhouse) ::-; „• -:!: : . , ::, : ':. -, , - . i. i % ' -,/, -.. ,-.1 je.:. • , • , ,..'.., .•,-... _ .0: tz _ _ t_ii 11.,,i.-.1'-..-:,-; s,1 .. _..._ _ ___. -.1 - SUMMIT AVENUE - L 5 Ail 1) EfiIP.v \ ... E‘1 , ,I;LL•i',1.\, # (:()I LE. i.:' ' z .'‘. ...0 -":•71 !illit:-: IL .. . ;;J oLL.11 i 1 1; ,f; , ,J r-r ■:,, . .-.—._. ..,... :(.•)- ' ,----- , i-- -- - ---. ' twol • ? Summit at c'psena 1.0 99rsiroduction Sheci/r "e n an l Zoning: The Summit at Rosena is currently designated as R PC on the City's Zoning Map. The SCE right -of -way, which bisects the project site and continues both to the east and west, is designated as Public Facility. The land immediately south of the project site is zoned "Specific Plan #16 Sierra Lakes." East of the project site are various designations including C -2 and M- L Figure 1.5 illustrates the current zoning on and adjacent to the project site. PROJECT USE SUMMARY The Summit at Rosena encompasses approximately 179.8 acres. The community will include single-family dwellings with a range of lot sizes, a mixed-use Activity Center featuring both attached dwellings and neighborhood retail and service uses in a compatible layout, an elementary school, and open space areas providing both passive and active recreational uses. At build out, the summit at Rosena will accommodate up to 856 dwelling units of various sizes and types. Based on 149.4 adjusted gross acres, a density of 5.73 dwelling units per adjusted gross acre is proposed. A variety of housing types will provide options for a broad cross- section of residents. These housing types will include single- family detached homes within neighborhoods whose lots range from an average of 4,000 square feet to a minimum of 10,000 square feet. High quality attached residential units are proposed adjacent to the local elementary school and within the mixed -use Activity Center. Table 1.A provides the corresponding number of acres and the maximum number of dwelling units under each residential type. Land Use i Acres 1 Dwelling Units Residential 126.65 - , — — — - --- - - - - -- - -- - - - -- -- - - - - -- --- - - - - -- - -- -- - - - - - - -- - � 347 Townhouse J ; Garden Courts , Single- Family Residential — -- — — — — SFR 4,000 1 97 SFR 5,000 i 98 - -- — — — — = SFR 6,000 - -------- - - - - -' - - - -- -- — 75 SFR 10,000 i 1 49 Commercial Neighborhood Retail and Services (within Activity Center) j 1_00 j Open Space Edison Trails Park (within SCE right-of-way) ! 20.00 Pocket Park 1.75 Dug Park ! 2.00 Tot Lots 0.50 Grecnways (1.40 miles) 1`i/r.- 5'~ •t, 1Rk, 4.50 Other Community Features 9 _ - Elementary School - - 12.00 Dedications for Secondary/Arterial Roadways' t," - kl 10.40 TOTAL' 179.80 I Less the- nark within SCE right-or-way and declications for 304 secondary /arterial high wa vs. �..�., _.a.. ADJUSTED GROSS A CR_EAGE 149.4 ... 556 :.. Ptpre e.^.CS dt{Iicit[on; c. S.t ! *ranee .•. pr� and Sierra Avenue.,. including Jppro.Climat. i r _;rts . chin .■-e, :sf V. 7', rigir1- o± 1. 1“11 vii bt primarily used i0: C.c1a: ,3:.211cie Avenue • .0 7 , i irmmif al �p_rena 2. inc(7iise, __ Specific ?plan .•„ The Summit at Rosena is designed to create a unique identity through its open space amenities, which include active and passive recreational facilities, meandering walking /biking trails, and a local elementary school. By laying out land uses appropriately, views of the central open space amenity and San Gabriel Mountains are ii emphasized. The Specific Plan's architectural and landscape standards and guidelines will also produce a quality development that is pleasing to residents, commercial patrons, and the citizens of Fontana (For details, see Chapter 3.0 - Community 4 Amenities and Design Guidelines). ar • LAND USE TYPES A z2 1 ',giaenhia1 "' The Summit at Rosena Specific Plan proposes single - Family residential neighborhoods and attached housing, encompassing up to 856 residential dwelling units. The following residential types are included: • Single- Family Residential (10,000): Homes on large lots (minimum 10,000 square feet) 4 will be developed within the center of the community in Planning Area 3. Up to 49 units of this type will be developed. .. • Single- Family Residential (6,000): Planning Area 12, located north in the center of the 4 " community south of Edison Trails park, will consist of a neighborhood of homes on lots averaging 6,000 square feet. A total of 75 dwelling units of this product - type will be provided. IN • Single- Family Residential (5,000): A neighborhood with lots averaging 5,000 square _ feet will be provided in Planning Area 2 in the northwestern portion of the community. Up to 98 dwelling units of the product type will be provided. • Single - Family Residen tial (4,000): Planning ` y . ,r ,7 - ' 5' min. SIDE YARD Area 4 is envisioned 5' INTERIOR LOT , d I I as a neighborhood i 8' min. SIDE YARD g ® i q ON CORNER LOT ta - with lot sizes each j averaging 4,000 i • square feet. Up to j — . - _, , . ' •z _._ t-- i - .. T - - -- 97 dwelling units of i i� _fJ this product type I an. : "� WO Cr. 4 will be developed. - _, --. • Garden Courts: Gar - -L1— HOUSE TO H 40 TO H OUSE den courts consis- : `' ` ting of single-family EL. *H TO HOUSE I 1, ILi detached housing i $ products will be LOT COVERAGE a � TO HOUSE 1 z `-- .ai provided in Plan- a ning Area 10, adja- I _1 • cent to the neigh- •. ' `` ` ` " ,m borhood elementary Conceptual layout of Garden Courts. school. Edison Trails Park, and pocket park: Planning Area 13 adjacent to Edison 1 rails Part: and the mixed use Activity Center, and within the Acti \'ity Center. Up to 190 garden court units will he provided at a density of up to 10 dwelling units per acre is Apr ,r, «.d .5 :Iiu - 'i , 22 2,f )()6 2 ..J • 7%e Summit al ( Rosena 2.0 L'an6(7,l e Specific Plan ., ■ Townhouse: Attached single - family . residences will be provided in a - _ r r' Plann Area 1 north of Casa Grande ' ,� � ea ti Avenue and Planning Areas 17 ancl 18. } PRIVATE PATIO '� A total of up to 347 townhouse units ,)_- will be provided and a maximum #;' ! density of 16 dwelling units per acre. 1 . r ` e' Z 2,2 Commercial ANO Neighborhood commercial uses will be 1 `, R ( - conveniently located in conjunction with An attached residential uses in the Activity tr= r Center (Planning Area 19). Neighborhood 26• -. commercial uses are envisioned to provide w_. - • • • retail, service, and convenience uses w I GUE PARKING � . . . . d are .......__.._...._ - '. .. within a pedestrian- oriented neighbor- a hood center designed to meet the daily . ' needs of the immediate community. Up to ' • 20,000 square feet of commercial uses will . he provided. Pedestrian links via .4t,.. ; -�' =- K ,- - greenways between the neighborhood commercial area of the Activity Center Conceptual Townhouse layout. and the adjacent single - family residential - areas will facilitate access to neighborhood- serving uses. 4. - 2.2.3 !'lemenfarij Sc400l .. The Fontana Unified School District has indicated the need to establish an elementary school within the Summit at Rosena to serve students living within the community and areas to be west. I.n response, a 13.1 -gross acre site with 12 net usable acres - (Planning Area 15) has been reserved for the school. The elementary school site will be connected to the community's central open space via an adjacent 1.75 -acre pocket - park. .4. Should the District choose not to purchase the site or, following good faith negotiations with the developer, fail to close escrow within seven years of the effective date of ordinance adopting this Specific Plan, the master developer will provide ., written notice to the City, and the 12 -acre Planning Area may then be developed with a maximum of 39 single -family dwellings on minimum 10,000 square foot lots. if - residential development ultimately occurs within Planning Area 15, the total development yield of the Summit at Rosena may be increased to 898 dwelling units. 2.2,4 Open ..• .Space ana creafian To provide additional open space ancl recreational amenities to Summit at Rosena residents and the community at large, the existing SCE right -of -way through the lit center of the community will be converted into a 20- acre park, which will become the aesthetic local point of the community. The park will feature 13.5 acres of lanclscap.ing and open play areas, o \e.r a mile of meandering walking/bike trails with six exercise stations, a quarter mile running track, and Xeriscape demonstration gardens. In addition to the central park area. a 1.7 5- acre (net) pocket park will he provided linking the elementary school to the central open space. The pocket park v\ provide picnic . pp,, •waxen 510 9_/r 7 Surmmit at %;psena 2.0 Lam( Live S'peci fic P(,rnr tables, benches, barbecues, two half -court basketball courts, and restroom facilities. Two quarter -acre tot lots will be also be provided, one of which will have restroom facilities. A 2.0 -acre dog park will be provided in the southwestern portion of the community. Approximately 1.4 miles of trails will be provided within the Summit at "' Rosena in addition to the trails within the central open space area. These trails will consist of a combination of greenways and street - adjacent greenways, including an enhanced, 40 -foot wide greenway along Casa Grande Avenue. In addition to these Age facilities, which will be accessible to the public, a 1.0 -acre private community recreation center for use by Summit at Rosena residents will be developed. The community recreation center will feature an Olympic- size pool, lap pool, spa, weight 40 room, cabana, and barbeque facilities. Details regarding the open space design and park facilities can be found in Chapter 3.0, Community Amenities and Design Guidelines. Provisions regarding open space maintenance can be found in Chapter 9.0, Implementation. 46 • Ado . ar •+r -ma 41111 _4 ppr 'ied \larch 2 2ij(I( r ______ ,....-......„ i- ,. ,• ,„1---___.. r • .. '. ;.:. p :-..„: .' , •- - :-.i '...! ‘, ;:l ,-•:, 1., ...,.... x t ): .):"..._... ... -, 1 Oil ., , .I. '' 5 1' :- • Zi .1. 1-...: ., . . • :-,-- .• - :4 :: fp, .5: - - ::, , 11 ;,, % • . t, _.•,.: , ; • ..CI • . 1 I • 1 1 .... . • , : : I '. : P,. • . . • I : i . . Q 1.... IQ . . g Z t.) !'• ) ' • .- • • • : f ‘. Q ■ rui‘ . :. : 4 I , . 4.) • , '• . Z VI It id 1 vit-_-. u '' i f i Lt) :..: - ; - ;.:•• - :.: i 1--\ .. ::::: Zii--; • I •• , . 64, • '.4 1541.. ) 1 -..a. • );•N. 1-1, ._ t I -4154: • • „. - .." - 7,,_ . - 1, , • Q :::. " ' d s'..1 L.. . . , fig; % , . F -. .- . • . it.., ::, F ,..-:- , i 4.i: .... ;1.. ,-,.- ..: . ..., il ....1 ,...- ) 7-' .5. i: r_-, 4: • ?: .., '-a - ... 1- ii ' :: ::1 :11 ...3 ,;::, ';: •:',. Li. ..› „> - . - • ? ‹: . W c LI] cc .-;-• 5....: '-' • .F.. p . ...._ • ; I 1 .. ....- • 4 " --;' It. 5 F ' 31 , . ..i.- .. .• ,.. :..-....- I-- 0 — - • die0269 " .. --- . 1 I q (7, :. 5 -- .. i • - . E : P t . Li . .,: ;=. . . i .':. - .:" (,)• . „!,. ••• , •-:! x! '• - ' ,.. 1, ' : :-.: 7 .: ..... i; •: 0, .:.• ,. '•-•: • • • • * , - -: i .'; ?...; -, -, . • i l :)! 4 . ••-c- " :.- ,= r: , :- <:, .•••• • ••••• -..- • • • ir ..-.. . ,....:,-......t: . ....,,; :-• ,. ••:- •:.z :,. -.7, :.,--• •-, • -. .. i -. , 2 ..; • ,:. ki. : -., = .,. 1.:! -.., ;,,, .., _ i'=' 71 :,.: - ...' ,. .i.i t.,; s • .. ...: ....... :.; . ::, ..„ -.7... ... ,_, . / .. . ,... , 1, 454 ui ',.7 :5. 1: ').f 1:.: .! el f = ',... ?'• f %,.. '', '. 4 , C:21 i. ; .,,, .., ii . -.: It - ..., --; -- ::: :1 4 .., k r: 1 '4.'4'; -•,i P. c->i :.;) >,.: ' w ig Cf ;.t , , , 2 ii: 11 is ..... ) ....:: .. !-: .. ,•‘. . yi i'',7 fd. ',,.••• V,,) : v g F-,1*6.• i. 4. , p .q.:^ -' ,t1t ....: 4: . t".:. r‘r. tr ,- :, -, , - t -, 4 , - . - • • - - . ■ "si El & , „:`: t• 2 rii ,,_ 1 . ..e. : ..-:-, 4... ,:., if „t'i .-i§ ....‘, 1 .s 1 .:!; , - .. st - -) -..,'t:7-•:'-...•:. „ s”' :5i. '' .j ... 15 VII F.0 A ,_. .!s, L..'el —. ., , -, . .' ii 1 .4 .1 .,i .......c L.: 1 ! - ... ...i '..... d T: ----- -- --. 4 1 .z. '..1 !!.s '..- &'. 1 7 I ;. . .t, . ,..-.F.:_ ; , ....y.i • .... 7.0 I . ,j, 77. ' H cif =.1. - t.-...7. . i 1;,..-,I Z • '.zi i . zrl: , kri-4 , 1 -:•• ..- .: ,. . Y Ps vq,`,.:A z '.f: t: r..i ' I . , 2:.-- V iilgt I ((7, , ._.._ -; • - . •• : ...- ...:' ''' i'5 ... 1 , ,,, 7;. : ;. ,: - e--1 ,v, .4,:, - - •••-•• 0*-: raft. .14 • TL, lv . ,,,-:-• , : - . ,. :' 'r- .,.., :, ,,.. 4- _. ,, .tit:-'.1 = i!,;. 14 7 •:•:;.:i --i • : _E.': I WI '''' 1.te i fr ... t• ; ' - :".,,.: ,.,.. 4. ..1 -' `', 3-:: : t. I ;',' ' ' ` -' ...1x0-- 0;4, •--. 8 : ! , • 9 ,,. r,o; 1 .:. : : ',,,;'''' 3:55. :5 :.7, •I7). il tZ L fi :::-: g u t Li . ... 1 ': ':•••`-'...,: .... , ,•", si 4 ',.- , --,. r.:c , ,= • , . L-. 4; c!, ‘ • -.- u ,a . ;•:. ' Z ' ? 3! '5 . , ! . . : , • ': '`.1; 't - ,c,itap -,.. r \ . , • • • --,-._ - - • . , ,::-. 5 — „. z•si?f7 ,-., Q .•-, ;::, -');. ::•)- . : ' ! ' ? •-: 1:1 c , : ::, ,.• >, , ',"'• I+ ii. ' - I '''. ,- ''-; :•• • • , i-- , 'i ;. '''''• :7; k ... 1. - ..... / - i >, 1 W '..,, !.... : 2.. P =', - c• , • 1 --, .. k L 4; " u4 L :, : • , -,12... - • ::.„ isE ' ::' Fi >.: " 4 ., .,,,.-:...1: "-- • t :i ' - - r -- . 1 ::, , ., ,. „ . 4: 3z.. Li. _ , i:: ......,,, :,.....,--=,- I: - ' \::,, , .... i , 51- 'T, -:.% - '... ' .-• - , Z. : ...;,. ..... 7't . . ,A.-- . . u t .3 r ', ' ' 't,,_ '., :.% • ' • ,, ' - 41 > • Z ff: kW4.3,-WIX S1!? :...1:-. ,, .: I, !, • :.t.,,.:,...-:,. „. • ,,---• i . . .. 4.., i • ,, ,_ - ..- t 1 ANC: :: •:: i ■ , : , II ,•-:!:•:. 1 I • : ..5 L 11i:11.:: ..., .; -: . tr : 1 : -4: ■.,.. 0..... ' . : 4 .' 1 4 . 1: . '.: ,..ii: i ■ ■,i• ff.. i i*: ,.'. =3 ;7 F I : '• t '.., s i .7. ''.. ? Z ?.‘: TE ';..: 6 6 It 4 N lc '''.4::• I ' ''' F' :...1 1 • - '' : , r, • .' ..,- ,' _ ... i *04 t i.. '': -:. :="••• 'r.' ... Zi ,d: r.,. (,,, .4 '..1 . C :.: :.: ••;•: ..• '6., ',' *: Z :i w q 6 11- ..' ' • 11 4n -: L'S.1.1 Z, W Z 0 CO 0 1 4/4X CI, 4 i 11 II 9 ii S; I . ? 1 ' i I., •,!: k4 . ILI :: L: '2, : r'.: •._: '.1. .'.2. .:, .., tC, 4' ..,• L: .--1 ••ti a: .:',. ,,.. •'.1 ....: L.: ....: ..: -1'.. ,. L. ,. Z1. II :.:: I-. 3 X k4 " Ri t'.' I .1 1 “....- .14.2 • 4 a W ra W W 0 isa 1 I X "464 II ....- I: , 1 1 ' g 11 ' 1 ' 1: 1 .. • t 1.... ;2: .• • . :• : . . ,:. z ..... LLS 44 :. ::.. : . • . ., : . _ , . • do .... Z .1; . • . . ; • . .• • • .• . . • o • lz i-- v , ci ---.. E. . • i ....., gaNti9 9 • . ... ' w....•.1 :. ' i.-- - 0,,. .: . ' . I . . . : i . I i LA. !i: 44C • ... . • .. • ..,..,1, • _ .. — , . -, • • : : ' 11 ' • '' .1 : - • 6 4 . El b ° x ''4 w •• -, • . .., . x x .. .. _.---.....1 : • - 0 ,..,. 0 , IA, C:i Cf),,,,eik ----• -- -- — --- - — — -- — 174,h. i ''.. i - .7. - 3Ti1 - -, 6714119 : :•• -:•- • - -- 7.7....-:: ----- - • i-..: . C) 1%16 twa ----•-_ ..._ = - ....4=7...: -:-------;" ,.,___..3_ ... ••... d , : 4 f.". 3 i 1 4 • . .' , k -.:.; . - ..:"1 •-•I I .5•: : - '') u< 1 .5. u I • • - i CI, CC: ----: - • -- --. : • -- — ; . i ;' 1 1,U ;j L : : .: : ii:f 2 c. ‘.1...: : r. J. .. '1 ' ' ... .:•: -• • , .::::'::::-:-: . 4 , :....iL4.,,L,... - ••• 4 4 -'-', 1.1_ IL,... S • ': : : ii i I.- 4:- , I . *: V -._: "- • • No :1E . ..,L...,._ _ _ _..„....._......._ _._ . . •,.. • .7,-, ,.. , j - r - 11- - s • I 1 ... 448 ...: : ‘.... 9 /Hs I' :,.• ..... •F , ;, ..__ , 1 ,..... :. Nosa3 7:. Z -M - . ',. - ' . ' ill . Z ____,... ! 1• . . - . . ri . i i . 1 • "Fi : t' me. weft, , . . :.• wi ak 1/4) . s . . , . ,.......... ... .......... , r9z9 i 4 . .. 0via • i3 P18 __ hi ,t j j ;1901 . 01 , t 1raf'.1g11 i '.;.: irlY) :0; ,... 1 &Oil . 0c .1.%Y8i 7:V31 ! , • .. .. •• 1 . : ---"-- 1 ----"—' () Pli 3111 XONN , i 4.: .,• • ..o• N itel?re:F±7 4L. :',r,'• • : ...A '-:.'.. ''- 4 .. ....„.. L., ii..:?,1r.e.4 ..t ;.,.. 1....:i.ine ,... :kr. 17.:141.7. „.• ,---- Zs--), ' K ,-..:, ,:-: .. y . is • . • . .;..s.. k 1•412 J .,: :, - , i.--4:-.. ,.....- .. ..-_,- c. r ;;;. .- :., ir .:..-. . . ,.-. ,. ,is " .' • . IN.- V 4 V V '-:: ,-.. # 1'; ::.: .?c,-, :s .:: .?--:: kt..kt:4Z- .. • 4 ,:' • - w ;5 ,. - „ ,- u• :4. .- :_, )124.4.)(4.• 1 , 1 :1:5 ; .',7 , 2 fi...,-. .:t I:•:. - .7,-,. :,•-,. *15 •:.,--....,,. ,z.-.:::,..-- . 77: ".7 !;.-: ::' ci ,•;$ i , • ; 5- e ‘e ' .1: S' '.. a Fitiltm.7::,. .. 4 ,,, v _ , (0 - ti f- ...f. , -v. . & 7:. ,.--" 4ii e". g • ...: ..4 4 - •-, cc7-.••••••: -',., r ti A.?2:" V. •- f f. b: L.: .."<!...3,;1 . .. 5 , i •' § "' ' "‘: L .;: , :..., ,, ..; ?,,ci: '.-- -. -,..A .% -: 1 .,:_•. 4 ,. /4.: , t: ii. '; - 1:;::, ....-:. 4 d.: Z .1. '.! d :• ez i;...4..,9 '- - 5.1V5P5 . i.:..2):?=“: 1 .1 1 < - '' -4 . . - - I: :,.., 'f, .r): , h; g I .Z -1: ::• 15 .; k `,' 1 .. -, , ..._ :, , 9 .1'41 .", . . ,:.: i 1.2 ?,. 1 .- :7'.' *. '.-,-, 'il i, '', ' .,-,, - ::: ',A . 6•-• -- ,----. E'f, •Z ,:, , ''..' ......?, ,_, i r::: ,- , ■ , ..i. ''.- r'. 4? L'• IF.= 5, '-• at-. 4 - Ittr ,t. :. ':-, -: Ex :74 ',-; „... ' g, P :1"-: ;'' f'Z'alcit_ril. • ',..iii ?:, ;: 1- -; ::!.; :',S 1 4 , R ..`: .'... , L., . S _..,.. , .. 1 , , --; :•:5. '.', `,.! if i;y 7, ..," ..4: :-'. t?: ),'..i .-; y d 'ii 1 :€•,- .: 7Z: 1 "<",,'• Z: f".1 ,... ..,, :7.: , . • ,. :2 3.; - , ,::: ',-- -, '' • ''' - '' '- -: --- -6 '‘C: • d. :,,. ;." ' . "' :•.: !e. • F :',' • --' A ri, r: ,,, :,, ,-, .". C, 4 :Y' x * ' .4 , V•• •If. 4:, -- ,'-' ('' ,.,,:.- ..,,...,% --.,,,- fi:e' '-''-'• ''' -- -. -, 2 :. 2..1 rplI. 1 0: .-, ,...;„..: . .= :45- 't.. ':' `..•*:-z$:- Ls ,..>--`' ---1-1- -1 - ----.-- F :,::-i•,-. ..,:•- .„..._::.r.....!...; ---:.-1:-..- •--.: .....,:...:1 :-..7--1,..- :F -- ,' LL: cr . . ....--. -`', ... - .-, -.-.,3 ,, . • g , Zk C :,;,. , .- '.. CC . --: , 1 ... r .-- . ^-,- - , 3 -' .' r ....:1:-.7: 2. ; , a: ;... z sn .,..ts, :. • :., : ..L.Y -: -- z_- f -, :.,..--•,T - w - ,.4" :4. „.•:, , _ 5)‘..) 4, :F.. 57: 7. 'i ,,, :: ;3 ::- ,.. 1: ; -.' ::::.; Is: 4;7 , 1:z zi.. (Z ;7 4- :•••• :F. :.si" 1.7 :', d .‹ t ti gZ il ...> .:`:, '' - F". g..-- -.' - -.2. , ..1 '7 .-- '1: - ' ! 1 • i' ...- C,;;! . =•:::•:;:, :-.; 4 ;;.. :cc : 4):: ::_ A ..:). 4 '5 r!' frt*. 7. )...-:5)!: w - ;5' f:3: "`• ‘ - - '- - s '' ''- ''-• - '` "-- - .- - " ' ' ' '" ' ''' - -c Z:.'i.:c3?.:' ii 1;I - ?-'' ';•,ff.'•'• rZ 4 " - . .. Is: 4 ..N ,...,'-'--' . , ,, , .fi , ,. F- 'i: .. -- ' :.? i .1. -4..>: ::,.., ,..: F.* ---... :•:' 4' ... ----... '; 4 7, % N. .‘7.j (.27: '1r -., -- - ..-. • . . • -... .,: , -1,4 .,. ,., - r „„,.., !„,,„ - - - ss L-,, r . *-- , ,.: r- c 1-• .0 ?":. ;•-;', :. 7. .. 1.2 ,-.: ::: -6 ,,.. - 1 . ;•'-• '.-%! .-. '-i ..- ..-- - it . 43-k•41. .1- . .1 , D 1... ,.. • ,..; -,-. . „ ., ,. ; s: : -•,• ': ::: i. t: 1---- •,' I ''''• " --- "; ;.• -' ''' """ ' • 'r 1.. :)., .' * .x:;,.. ',;',.,'••-! ::') -.). ;.:.)• 4, F , S.. ,,_ ' rd ,• ::•3 ''', dt „ , :•:: •'- i? I I 1 ,.,‘ S IV z .... . - 1,. F •.: 6, i, .* 1: Z_ .„- ,-,...- :7.1 .- 1 (/' 1 i Z , z•-' , ":', :',.t; •Z '-'-' :Si - a -_•-• c.-, ;I: f; lc, -.i i ,t 4 •.: C3: ,„. :.;''' ,•.• =6 N - .... ,. f4 '.: ; .■ ri - .. :. ..• i ,T, '', I r,., liL'...'4.z. LA 7:',..,;:1,::. , , :. ,.. ., t . ,.. i ,,-. :,,, ,,, 1 d ; ..'• ,- c. Z. 7; :., :6 k :: !,:z. ::,., g3 1 ..: L'" -----, : 1 3.e ..-, ::;;: i , a , !, a izii ; - I” .c: & ,... -- .:. :!. s ,.- 1::-.1 e d , --!-_, d :1'7- ...4-_....., n..i... .:_i ._ ,.-. 7 = .._, - . — '' ‘" - . ''."-- -- .--- ' • ' ' ' 5 - ' - ) 1 ---. RJR ,.;':•,' •E' E... . .r: ,,,, :::.; :,., ..- z. ::, 5 , ,., 22 ‘,1 ' *.; ,,- -• 5-2'4' • ', I '-'s• :, :',..: 75 ,•_• :--4 :-..)::-, , , :,,.... : - . 4,-; •-,i ;),• :-_. -: ,.- •,..:: , z ;- • ' _ ' ._:,-4---1 ...: , ''‘ L :21, ...f.:: . .F . :50 I i : ! - c.r :-...-1!' .f:; i ''' 5 .i 7;: i" i`s 1 ii 7 •:.-:'- CI Y :•1 ..1 c: , - . - -..• -4 5= , - -,. - -. -• - . . cn , 1 I I i :.= ‘-• :, l ': , ...r.: . .it•':'' •-• . .. 0,, ';'!..j... 1.1,- := ' . (,& -, 9. ." ' - ,--' :-■ ,..: ‘;-: '''" '-: ' t. IL• ' .'" ..- i' -, 0 , ).--:.:.•,.. 4 • f 5. .,, ;;' 4:r., zt ::: .... ;;; ' ' , '•,•• -,-'; '',' ''''C'S• • -* ' , !3 ., --1-.... .i, ?IL ‹....; 1 . 5 . 3 -.-4 " -...s=! :-,:'-*, 4 ;;;0.. 7.. k l ,.. -..: , :7 -,.: . :: c, ,.- 0 -., ,.., t ,.. t -..,,, , .. i,, .., „ , . . 5. , ,,! • ;. ,,-; _ ,-;, , . i ..; - ,......: : i ..t... ,, : :., 1 >...; . v ' - 4 •.f.. `-• ii2 :... Z. , .g. 1 4 v --';'" i.- :7.. '• 9 ; ! f i • ;1 `' if --•-• ?'':' . ''' -;. If •••.< , Cj ''',..:;•-: ••- t -,: ,.,,r '' t „ - .. ,; - : ,,, fe 7, ,' d: ,E. 4 ... , ..'”' . I ti ,- ?„1:::: i." :-.3 1 4. ,,,,.,<•.• 1: ‘,.:,,, t,? -:_,, -, : „..,. , ,, 7 , 4.1; ._ ..5 c- ,r, , ,.. ',: .., ,.,?-.. ,:,.,: ;,;...; 2 • z . ; ' F .,. fi , .'-'.. g : cf• „ -, '.,''.., k7 t ,:,_, , .: ...1 I .. L '• : il 1 1 ....:14 .. ;.:, ,1 t 6.,_. t ii :e ivi . , ? ;,,,51, ii k...= ..:! . , A i L . :i t, „ ;1 4 fl_... ... LL41,...„ 7 ,.'i L- ., r FY Q •=...,. ,r- r. 1 ,5: fi - , . 1 • i 1 i r, , i.. 1 • ,,,...,.1.:,. ,.,...,,,... . , •••-:3,:-..:...zz:,,-. ,...-4 r,.....,,,".• ....,-,•-•• .1. -7: ,.,3 Iti '<',.Ir 4: •-v- .:- ::.:•.'. iT 4. tv "'.F: .. s__7 1 p : ,-.1..,,ii,,,i, - il * 1 4 ; , 4 ,'!'-; 6:: ;-'1: i , ; l .7 1 f! ,r1 :, '-' ' 5; F.2 L : 1 ' ' "13 ' 1 - -7 1 - 7 - - - T 1 4:' l' ' 1 1 .f;Q . ••...:..7' ft..,sifti.i1, N 5.".. i -...” : ,i '-..! g il ' !... ... ' ": .5._; t7i -' 11 f ' . . 4 ! it ' ' f . ! . ' i: r i s: g ' 1, 1 . 1 .... , ,. 1.11 1 'ox)- •':i M 2 4 .. „). wl N -4-1 " s ... 1 • A:..:J..;_j_i_i_. ..... 1_, Z - .... :i ,.; 3 .., ...% ...: -..., ' '' - .z .:, 1.,. .- n al: --.... , ')'i fi ..:4- 1 5 ; , 1) 1 :=.' g - z>„ ' ;:'• -- - :,)5 - 1.' ::1: - 547._ 5; ,.. .:f. _, "4'4 i' . It . ;4 ;4 „ ; :::, g 0 44 • .7 .e.- )1. '4; ,.1g - .5 . - , . v.):7 - • •• ;5-- -...- i-• 55 , ::: 1.• )2. , IS - 1i: .1 :4:1 .4 v. , . ,,?...-, .,.= -,-, = , . _....._,........ ,.,] ,...... :- „- _ ,. ,., , 1..4: - , -' „!,!, 1:1 F t i ,..,, :1 A •, 4.-„4: q] . .,1"... . .? ,.: .:. .J.r. :''. .. •= 7: :: ',.”. ...,..- j ,-., 5 g 2 .- - ,...;.••, , F, 1 .: .:, z. ..; , :z , -.4; ?-! 2 i:' '4 ''' ::, J. '1.1. - ; ■,,:3 : 1 i Ffi'S 'Z'i 1; IQ 7 il' .. ..- - ?• ''' ;:: ',”- ? 5 '' C." 1 .- - ' ' . 5 5. '-'.. :!: :i. i': 7. '' ?... ;"' -.' 1 :i 3: ' A ' Zi" :,. .,. :.. • , ,,. n. 5.- 1k 1 ..f::!, 'F'•;:::: .- Z a 1. ts. A .;• :114 ;. 4 '-:- &: 4 ',..' ' .ig:t ' i ICC: ' .- r... ' 4., :::: '4 ..4. , ?, i . ' :'',' ''.. .-=. S: • '''' "5 ' ' - ::. : '' , i'' ' ''''-t , ' C 1.1 . rt :N. :, -,,,, ••• . " r4 - -.F' - - - i e ' 0 Yi it , - , z '..- - :c .. -/ );) •-•- . u ' "...21 •-: • - g". - • 4::: ..:. , .7, - , - ) , --..• .t.: 7-...i. .. ,:.: :,::. J. ..:. . -,ii ,' t-'''i". :' ,'-'• ,, '. :,-:-; !=!-...., -- , ..-Q. ' --.: ...,,,'!,.:i ''.i'.. i:21.',/ , '-',,,!! s.,.' , 4..P i. ..,f. i:i f1-: .F .....c.1,._, i' = -..,.. , '-' 4...7:-.-:: ... •:•,,..-_•5‘. 1...,,- .4-.,.. : -:.: ••7:-:....ic Fr.: v.-- .i f.- giu..' ::ci. .7 ' Zt,!:, `,;;, i•j -, Y, 3 ' '', i ,. ,- -'4 . - l ' :17:c 91 ' ',':, i '.'• L...‘ 1 '! - 6. 9' '-'.. ' , : tl ..• , .:" Wi . ',Fr; ": sq;','!: ._,, ' ..4- f,,!.- :i it' A; :.;''0 ,? ..E7 i ' Pl'''45- V 4 k t '-i''' `4rj ,w' ''-,- i' - -fg * i ti.l 'e t q el te ' ill ; t'l i-; i:L.2-.i. , Z' =' ;'', ,47, f:...,...;;* . °V.5i.. , , , '="1 , :!: il,k -.: U f5., .?:- 4 - S.._ , i'lt 1 ,. 1 : - , [7.' 7'...: '...,. .Z V8- 0 :! f=; =I '''''' J i'4?;.i. - ; !1 4 [it C11 . .Z:2 .4T iT. a.,1 1 , ig Zi:.ic F.: .;.!?; '4 .-:i:r. Z Z !-N .-..-- % ,:4... .sc,-. :;.-- ,...i. ; PV- - :,4._k , .:7 , - , L, , i, all'• xr ffR , i:JJ-- it g.-f ,C ',' -, 13 , ii ,;. ' '-'.:.=: ::. 145 i' .;.:-., t;:;''. ;54:11 E .--Fit s' .."'?.. 32 - .;'-i..,,s , :ti . :?...3.. ,-- ' 'il. ff, -..:'' Oz C:''' ' ' .': .-.. . v i4.7 i -, 1 .. , !E'f a ..1, gt,i; ;::2 ii.e .2.i.?:T4' .,.:.'1; ,iiiap. i,i1,.,. e,';W ,f gs‘4 ;3 i4 .i q::: 4.. AtZ;f. 4 ,7.',.. .*., i!. ,14* : ri.; i,,,:=:13. r; ,,:.= :y. :::-_•., .,, : :- 5: , i1,i ,1 ..1 :: :=3v-- , 1 - -..-- Ti.fc1 5: :-. ..!'.7: :.).1 4 , i!u. - -, --:. .'' 4, II. si l*i . ,.• ti ‘t P=1 ' =4'if- , Vz , ' r: '41:: . .-• › Z.'• 4'; .....:i ''.... 3) .:-::: . 1- 440k r- . .)."4 It .'". .'...!: :../, 4 0 .. .,. 4: : l L. : :At: tk:iik , ki; l',' 1 'il. :(' : , .1" .i: '''.i • 1? 1 i Z-. 4 ' , Y It ?.:: 4 '''S i ''f . 1 i'' ''') ' ' t '.?: •.4 ;5 i”..0 . - iku....-5 ::,".,- ,,, 4Eit- k .....'ill ‘';','.': .1 i c .,'-'-- ..v.-..3 "I -"'".--.. ■fi'''. -,r-,K ,.;!:,.. 7.,,,,, ,...,!.7,,-,3,V, .4 .,.,, • .., * , ,EI.,1 , _, ,17.,:. ,4 Z!Vr. „,1, r, ,F. 6:S ,, :. ._,,„ ,-,:-. :d Z„'s. : 'A l•-• : .:;: r'il ,- : ;, ..,1' ,,, F , ,-- ii 4f ri .:4-7,.‘2A: l •••i-th. x4?- L.•, , c . -. ."'=i ,:1:1:' 4 '6 ., • ,".:,•-•• '.; :ktf, 2 ". A 4,. --. '''' '''f r.d.• .7.' "': :9* :t1t.' .':. ,P --;-.. ..! 5' 1 ' PA': * ' .r.i,.. 4:;-:! E- ,-_'!.:‘ .': '.'ss, , .t , : o .: V:. :';.F.1,",;:r V., ? t 5,.0 r !":..*: ';-; '' N ,.,...5:"A4. '',f i7.?:., : /.!:''', 44 ...::::f,- 9T" s;,' . =, ..'.". Z.v.i.] , Ae -.' t ' L' :rir ri ''"-: .-.'? ..f . i , ,"-'] .Sn' cc 5 : .t ..!.,C. i.. jr -'.-.; ..',;_t z '.-_ ;i: _.f' :'i :-..;'-= t i;:ii :, P 0 , ...,-J .': i, x. v....t -,,-. ..1; : iq' 4r iiF 44 :.1', , , i - .. - . , 1 - i a zi : .„ .1., ;:q-.::4 i :=:=P,A,-. :Fr. ..-. 9:7;,,A k.':! '',:::;' i i.;-, '. , =i.."- -..' "i t i- k ' , -F . : , ' .. . - h - .; ; ''= ,-;=, .'li •,..,... . 7 ,,,:,,, , L ,-, „ 2 :,,-,-, ,Zic X:-i , ;1"..el °I r;;;O ''IP'. ';., ''':::, ii z5q'.'"1 -1-.': •:::. al.: 5':- 4 " . . '..,;'6, ;,: ) .5 0 1 - iI 'f:F5! g.4)': '-'• , V i'5:1"i: '). - 7 - ;4.151:: 4; ;-.4)5R4 '.'-' .,:f. ,z '.4 ?';5 ii-.1' '4' : :. :"Oi'-::: -, , Y :, '!., vak= , :ii.=- -- . r, -',F, ;1: ; •;:.-. !i,'.', yi,!. c,--c-, = " ' . ...:!N eitt. , '% 4 . .';7 --lw -,.: ,, r. !, t:1; W.,. '''t." :-,: ' f'.,.,,fs s. '}'. !.0 g r.'1 . .,„1./.. - 4-1C - i;, :;?..1. h '.i. . rt 4 !f: if: - i,:i., ,, ,, =. ''-2. ' -:to ' >.,se,-. 4 '1',1',.!V P'.'t: ..'e.i t,' 'f".:11(e - ;5 -" cr:3 , ...t , • 1;i'-i -., i ,, . ,. . , ' 1, ''''' - '''I' ''':1' -!:?' ' :,:,', e 5 ,!f., :;::::.t ■