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Home My WebLink About1656-LLANDSCAPE ARCHITECTURAL. ETIWANDA ESTATES WILSON AVENUE PLANS LANDSCAPE MAINTENANCE DISTRICT NO. #7 DEVELOPER/OWNER CENTEX HOMES CORPORATION 2280 WARLOVIV CIRCLE SUITE 150 CORONA, CALIFORNIA 91720 (909) 279-4000 VICINITY MAP I GENERAL NOTES SHEET INDEX I 11 MAINTENANCE RESPONSIBILITY MAP ITY MAINTAINED AREA // WILSON AVE. 12 T� .Cl" Nc 12 LOT 1� PARCIRCLE: 14 / 26 2Ry r?1 ,t�� ; "fit i 6 j 1 15 26 vim' 16 253 �\ 17 24 _ Leif" C 2K- 22 2 S �� -,. " i `° :T LOT A z ! C 24 21 r jJ P Is "V� 1.t� Ido y 20 J .. ._.._. _ � �. t...,__ ... .. --_.-- )i=�---. iE'�.,✓�f. � rF� 4i:.*' � .'.�_"`-.--- q �rst V.s 1 �Y✓. KT.'S �L�._! `�,"r-ti � � ��,,: 1€+ til 21 z2 i24 x' i r ; 1+0 �'�•,. a' ..... } h� ..�., t ' 13 i t i �.y VIA; i01 Li AW. _..-..__.._.- INDEX MAP SCALE 1 " = 300' I" 13 14 THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF -THE LANQSCAPE ARCHITECT AND THE CITY. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1- 800 - 227 - 2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF -OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438-0525. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • BETWEEN CITY -MAINTAINED TURF AND CITY -MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS • BETWEEN CITY -MAINTAINED TURF AND ANY PRIVATE -MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS • BETWEEN CITY -MAINTAINED G.C. AND ANY PRIVATE -MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS • BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL B� MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. PUBLICLY -MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. - • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CONSTRUCTION NOTES FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 2. STANDARD PLAN NO. 501 3. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARD PLANS NO. 502 & 505, AS'PROXIMITY TO HARDSCAPE DICTATES. 4. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INFPECTOR. 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 6. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE QUANTITIES QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 0 STREET TOTAL TOTAL 1. TOTAL TOTAL 2. TOTAL 3. w COBBLE CONCRETE Z 4. w TRAIL (S.F.) a 15 GAL. 24TH STREET 5. PYRUS CALLERYANA'BRADFORD' BRADFORD PEAR 6. PROJECT 15 :G�AL. SITE 7. SUMMIT AVENUE I2�+-1 b 2, 8. 0 TREE PLANTING PLAN 15 TREE PLANTING PLAN HIGHLAND w AVENUE TREE PLANTING PLAN 17 10 18 11 VICINITY MAP SHRUB PLANTING PLAN 20 12 NOT TO SCALE PLANTING NOTES 11 MAINTENANCE RESPONSIBILITY MAP ITY MAINTAINED AREA // WILSON AVE. 12 T� .Cl" Nc 12 LOT 1� PARCIRCLE: 14 / 26 2Ry r?1 ,t�� ; "fit i 6 j 1 15 26 vim' 16 253 �\ 17 24 _ Leif" C 2K- 22 2 S �� -,. " i `° :T LOT A z ! C 24 21 r jJ P Is "V� 1.t� Ido y 20 J .. ._.._. _ � �. t...,__ ... .. --_.-- )i=�---. iE'�.,✓�f. � rF� 4i:.*' � .'.�_"`-.--- q �rst V.s 1 �Y✓. KT.'S �L�._! `�,"r-ti � � ��,,: 1€+ til 21 z2 i24 x' i r ; 1+0 �'�•,. a' ..... } h� ..�., t ' 13 i t i �.y VIA; i01 Li AW. _..-..__.._.- INDEX MAP SCALE 1 " = 300' I" 13 14 THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF -THE LANQSCAPE ARCHITECT AND THE CITY. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1- 800 - 227 - 2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF -OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438-0525. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • BETWEEN CITY -MAINTAINED TURF AND CITY -MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS • BETWEEN CITY -MAINTAINED TURF AND ANY PRIVATE -MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS • BETWEEN CITY -MAINTAINED G.C. AND ANY PRIVATE -MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS • BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL B� MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. PUBLICLY -MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. - • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CONSTRUCTION NOTES FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 2. STANDARD PLAN NO. 501 3. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARD PLANS NO. 502 & 505, AS'PROXIMITY TO HARDSCAPE DICTATES. 4. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INFPECTOR. 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 6. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE QUANTITIES QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 0 STREET TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL ALL TOTAL SHRUB SHRUBS EQUESTRIAN COBBLE CONCRETE AREAS (S.F.) ACRES CITY AREA(S.F.) TRAIL (S.F.) (S.F.) SIDEWALK 15 GAL. MAINTAINED WILSON AVE. PYRUS CALLERYANA'BRADFORD' BRADFORD PEAR (S.F.) 0 1 0, `/ 15 :G�AL. WILSON AVE. 77-,7" q-(p(o.9 ?�F iO_ !D°� Zb S I2�+-1 b 2, WALL and FENCE QUANTITIES DESCRIPTION LINEAL FOOTAGE EQUESTRIAN TRAIL FENCING zeH5 L. F. STREET TREE QUANTITIES SYMBOL STREET NAME BOTANICAL/COMON NAME QTY. I SPACING SIZE 3 CONSTRUCTION PLAN 4 CONSTRUCTION PLAN 5 WILSON AVE. LAGERSTROEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE �Og y� I Q.G. 15 GAL. O WILSON AVE. PYRUS CALLERYANA'BRADFORD' BRADFORD PEAR 44 0 1 0, `/ 15 :G�AL. 1 TITLE SHEET 2 CONSTRUCTION PLAN 3 CONSTRUCTION PLAN 4 CONSTRUCTION PLAN 5 CONSTRUCTION DETAILS (ELEVATIONS) 6 CONSTRUCTION DETAILS 7 CONSTRUCTION NOTES 8 IRRIGATION PLAN 9 IRRIGATION PLAN 10 IRRIGATION PLAN 11 IRRIGATION DETAI'.S 12 IRRIGATION SPECIFICATIONS 13 IRRIGATION SPECIFICATIONS 14 TREE PLANTING PLAN 15 TREE PLANTING PLAN 16 TREE PLANTING PLAN 17 SHRUB PLANTING PLAN 18 SHRUB PLANTING PLAN 19 SHRUB PLANTING PLAN 20 PLANTING DETAILS 21 PLANTING NOTES CONSULTANTS CIVIL ENGINEER MDS CONSULTING 17320 REDHILL AVENUE, SUITE 350 IRVINE, CALIFORNIA 92714 Ofc (714) 251-8821 Fax (714) 251-0516 SOIL CONSULTANTS SOIL AND PLANT LABORATORY, INC. P.O. BOX 6566 1594 NORTH MAIN STREET ORANGE, CALIFORNIA 92863-6566 Ofc. (714) 282-8777 Fax (714) 282-8575 PO4 NOTE TO CONTRACTOR PLEASE CONTACT THE METROPOLITIAN WATER DISTRICT, MR. CHARLES POLING OF THE OPERATIONS MAINTENANCE BRANCH (909) 780-1511, EXTENSION 2826 AT LEAST FOUR (4) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO BEGINNING ANY WORK IN THE AREA OF OUR FACILITIES OR RIGHTS - OF -WA Y. CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND - PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. LANDSCAPE ARCHITECTS FORSUM, SUMMERS & MURPHY, INC. 34197 PACIFIC COAST HIGHWAY SUITE 200 DANA POINT, CALIFORNIA 92629-1446 Ofc (949) 443-1446 Fax (949) 443-1631 J NDSCAPE� Murphy, Ce. CC o n, , f ft JOB # 770023 DESCRIPTION OF REVISION DATE I CITYAPPROVED CITY OF RANCHO CUCAMONGA i ETIWAN DA ESTATES WILSON AVENUE TR.#12659 LANDSCAPE MAINTENANCE DISTRICT TITLE SHEET APPROVED BY i DATE CITY ENGINEER x ipill -4L R.CE Nd 24953 OL DESIGN 4 REC IMM DE D 1m i f kc ti FORSUM/SUMMERS & MURPHY, INC. SHE f7 3.197 COAST HiCt-WAY SUITE 200. DANA "NT. CALIFORNIA 92629 (7141443-1"6 1 21 LANDSCAPE ARCHITECTS, ASLA —OF .,f -•f DRAWING NO RCE NOF NO SHEET `- OF i M 09 �Au Y a DIMENSIONS ARE FOR COBBLE LAY -OUT AND NOT FOR CURVILINEAR SIDEWALK (TYP. ALL DIM.) ENGINEERING PLANS FOR EXACT LOCATION ENGINEERING PLANS FOR EXACT LOCATION 'I, .., r j i 1 V r t 0ER\1/AN7E5 PLACE (FU7JRE) ,`` 18+0 19400 CD -- - --- _ (l X51 8 , i 1 O 1 �� -r hl I SO A� NU + _z r- _ _ - - _ 2 w MWD is LIMIT OF RK �'� t: i - L -i- , = 1 y A a a a-• ---' I- 1_._ 11 1_ 1 lir V - o _ K - - - - --- —j. L I ;h. t :I 3 WID E COBBLE LINED RIBBON GUTTER TYP REFER TO CIVIL ENGINEER'S PLANS, BY MDS V CONSULTING. TYPICAL CONCRETE HEADER BOTH SIDES OF EQUESTRIAN TRAIL MEANDERING CONCRETE SIDEWALK _ I L — VEHICLE GATE WITH SID ACCESS A I I REFER TO CITY OF RANCHO CUCA �---� ;; �: •.'.. MONGA STANDARD REFER TO CITY OF RANCHO CUCAMONGA Z I• '� PLANS STD. #114 & APPROVED CIVIL ENGINEER'S STREEI P=688.0 ' ^ STANDARD PLAN 1006-C. P=696.0 IMPROVEMENT PLANS. I I EQUESTRIAN TRAIL SURFACING,)TYP I I I II REFER TO CITY O CAMON (Q F RANCHO CU GA �.i - \\ / �'• �) STANDARD PLANS STD.# 1001. LU f _ \ g EQUESTRIAN TRAIL FENCING. TYP Cv ,, — f' J i ! _ .1• `.• \• REFER TO CITY OF % . IZ �::'. � \ RANCHO CUCAMONGA STANDARD ©�� - •�� i�� / \ \ 6" WIDE CONCRETE — MOW —CURB(TYP) � PLAN STD.#1010A LLJ I X11b12.11LS :<:',''':. 55 i /— �, -692.0 PRIVATE EQUESTRIAN TRAIL EASEMENT UJ ZNIP. f ' Z '.•.. ._" -� / E- R- WASH GRANITE IT -E COBBLE STONE LAYOUT NOTES: I �'•'' / SEE SHTS. L- 8 FOR IRRIGATION � SLI 12 �� . 1.•..•... �='_;;��` � / � Contractor shall verify all utility locations prior to beginning any work. 3 Contact owner's representative for authorization if modifications of PLAN AND L-14 & L-17 FOR r o:; d d PLANTING PLANSLZ1-7 MASONRY BLOCK WALL & PILASTER (TYP.) / REFER TO SITE IMP. PLANS FOR ETIWANDA ESTATES,TRACT 12659, BY FORSUMISUMMERS & MURPHY. 14 96" MWD PIPELINE TYP. REFER TO TREE PLANTING PLAN, SHEET FOR LANDSCAPING IMPROVEMENTS / / GUIDELINES ADJACENT TO EASEMENT / WITHIN FEE PROPERTIES AND/OR EASEMENT AREA. LIMIT OF WORK NOTE: CONTRACTOR TO CONSTRUCT SIDEWALK PER CITY STANDARDS BASED ON HANLEY STREET IMPROVEMENTS. i CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. approve esign are necessary. Contractor shall verify all dimensions in the field and adjust as necessary while maintaining the design concept. Masonry Contractor shall coordinate with the Drainage Contractor, Irrigation Contractor and the Electrician to ensure all sleeves and crossings are provided prior to placing of walls, concrete, etc. Score Joints (SJ) occur where shown on plan and as necessary to minimize and control cracking of concrete paving. Refer to Construction Details for materials and finishes. All construction shall conform to all local codes and ordinances. FOR LANDSCAPING GRADING AND DRAINAGE, REFER TO CIVIL ENGINEER'S PLANS. NORTH 1 11 =50 1-011 G �G 60 C7 C, 20 N,. Murphy i W o C -,,- is ----� Signature drr9lF OF C SHEET OF WILSON AVE 11 10 9 0 7 0 S 4 3 2 1 i 1S 14 13 12 11 10 9 0 7 12 T CT NO 12 59 TRACT NO 12 -1- 13 PARKE CIRCLE, LCT 6 DRIVE 14 �il< 1f S� 5 ' 27 20 29 30 tS 20 17 10 2S 2t 27 ze -- Is 24 4 1i 2S 27 yQ a 20 23 t 5 17 24 LOT C 20 22 21 ✓ 7 CT 0.4 3 ,0 23 ® T A a1 ® 59 3 2, l0 26 i VLSTA IYERDE DRIVE „ 10 24 27 ID 2 0 12 59 t ACT to. 1d81S--I LS 2 7 G� 19 20 21 122 1 2 3 4 S 10 is S2 y W 0 • 7 0 17 1, 21 eD in >u m AAE1+A D to 11 12 13 14 13 10 13 12 iI v 0 0 7 0 0 4 3 1 2 1 1 1 2 1 1 - P.ARC,O v;3TA PLA_L + PARCEL IUP NO. 15091 AND LOT UNFE ADJ. ' )OB #770023 N,. Murphy i W o C -,,- is ----� Signature drr9lF OF C SHEET OF 19 ki LI t -- Z W LLl LLI X WIDE COBBLE LINED 1BBON GUTTER. (TYP) REFER TO CIVIL ENGINEER'S PLANS, BY MDS CONSULTING. QT/10RI 11tf w ISO irainl �M - w.. •.. REFER TO SITE IMP. PLANS FOR ETIWANDA ESTATES,TRACT 12659, BY FORSUM/SUMMERS & MURPHY. CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. DIMENSIONS ARE FOR COBBLE LAY -OUT AMr) AIf1T F(1R (`IIR\/II IAIGAD QMMIA/AI V 1TVn AI I MISS NORTH I II=301-01I CTC?rrr 1 inmr /rvPi_R?FFFR rn rwit O 30 60 410 120 REFER TO TREE PLANTING PLAN, SHEET FOR LANDSCAPING IMPROVEMENTS / GUIDELINES ADJACENT TO EASEMENT WITHIN FEE PROPERTIES AND/OR EASEMENT AREA. LAYOUT NOTES: Contractor shall verify all utility locations prior to beginning any work. Contact owner's representative for authorization if modifications of approved design are necessary. Contractor shall verify all dimensions in the field and adjust as necessary while maintaining the design concept. Masonry Contractor shall coordinate with the Drainage Contractor, Irrigation Contractor and the Electrician to ensure all sleeves and crossings are provided prior to placing of walls, concrete, etc. 1 MEANDERING CONCRETE SIDEWALK (TYP.) REFER TO CITY OF RANCHO CUCAMONGA STANDARD PLANS STD. #114 & APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. WILSON AVE Score Joints (SJ) occur where shown on plan and as necessary to o LW ADJ ' minimize and control cracking of concrete paving. All construction shall conform to all local'codes and ordinances. All concrete walks are to receive a medium broom finish. FOR LANDSCAPE GRADING AND DRAINAGE, REFER TO CIVIL ENGINEERS PLAN. \p,NDSCAPE� M, Mph Oy cy� S ,nature �l9rF OF i��\! JOB #77W23 SHEET OF STORM DRAIN (TYP) -REFER TO CIVIL ENGINEERING PLANS FOR EXACT LOCATION D z DIMENSIONS ARE FOR COBBLE LAY -OUT AND NOT FOR CURVILINEAR SIDEWALK (TYP. ALL DIM.) u ;15 1 . \ — - — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- `_�— --- --- --- — — --- --------------------- -- ----------- --- --- --- ----------- --- --- --- --- --- ---- --- --- --- --- --- ------------------------- 3 ------- --- ---- ------ 28 0 29+00 30400 31 00 31 00 1 -- 33 00 34 00 __ _-__ 35 00 O - 36 00 ---- - --- --- --- -- ------ - --- ---- - O O EXISTI G MEDIAN I _ IF I I i I I I I I( - - - 1 - � i I I 184.01' �. �, _ P=671.0 . 7 1 1 --- 12 P=670.3 P=670.8 671.4 TYPICAL ( =671.3 1 1 1 1 10 X9 BOTH SIDES OF EQUESTRIAN TRAIL 6O ( I 6" WIDE CONCRETE MOW CURB, (TYP) I 7 1 6 - MEANDERING CONCRETE SIDEWALK (TYP.) REFER TO CITY OF RANCHO CUCAMONGA STANDARD PLANS STD. #114 & APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. MASONRY BLOCK WALL & PILASTER (TYP. REFER TO SITE IMP. PLANS FOR ETIWANDA ESTATES,TRACT 12659, BY FORSUM/SUMMERS & MURPHY. LAYOUT NOTES: Contractor shall verify all utility locations prior to beginning any work. Contact owner's representative for authorization if modifications of approved design are necessary. Contractor shall verify all dimensions in the field and adjust as necessary while maintaining the design concept. Masonry Contractor shall coordinate with the Drainage Contractor, Irrigation Contractor and the Electrician to ensure all sleeves and crossings are provided prior to placing of walls, concrete, etc. Score Joints (SJ) occur where shown on plan and as necessary to minimize and control cracking of concrete paving. Refer to Construction Details for materials and finishes. All construction shall conform to all local codes and ordinances. FOR LANYSCAPING GRADING AND DRAINAGE, REFER TO CIVIL ENGINEER'S PLANS. EQUESTRIAN TRAIL SURFACING TYP REFER TO CITY OF RANCHO CUCAMONGA STANDARD PLANS STD.# 1001. EQUESTRIAN TRAIL FENCING,(TYP) REFER TO CITY OF RANCHO CUCAMONGA STANDARD PLAN STD.01010A ' \ FIRE HYDRANT ,(T -REFER TO CIVIL ENGINEER PLANS BY MDS CONSULTING. CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD DJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. X WIDE COBBLE LINED RIBBON GUTTER, REFER TO CIVIL ENGINEER'S PLANS BY MDS CONSULTING. NORTH 1 " =50 I—oil 30'—O" O 30 60 q0 120 F_R WASH GRANITE COBBLE STONE � . CD STREET LIGHT(TYP) REFER TO CIVIL ENGINEER PLANS BY MDS CONSULTING. CONCRETE HANDICAP APRON.(TYP) REFER TO CIVIL ENGINEER'S PLANS BY MDS CONSULTING FOR LAYOUT & DIMENSIONING. COMMUNITY TRAIL: EHICLE GATE W/gCCE85 REFER TO CITY OF RANCHO C'uCMONGA (o STANDARD PLANS STD.1006C WILSON AVE 3 ' 0♦ SSS 59 ® 3 z < D I G m .D n a 4 E 1 ! 7 : FARM MAP MO. ,SOI, AND LOT UW ADJ. JOB #770023 CffY OF RANCHO CUCAMONGA DSCAp f �`` •� rMu�hy�cy� ETIWANDA ESTATES g * WILSON AVENUE TR.#12659 4Sqrwure LANDSCAPE MAINTENANCE DISTRICT CONSTRUCTION PLAN OF C Ni t9lFOR� , APPROVED BY� f DATE: _ / CITY ENGINEER -_- _ _ _ -_ _ RCE Nb 24953 DESIGN RECOMMENDED fi - -- --- ERR - ----- _ -- - - - i DRAWN FORSUM/SUMMERS & MURPHY, INC S H E E j ---- - — —+ CHECKED DRAWING NO. DESCRIPTION OF REVISION DATE CITY r�, qq _RCE NO APPROVED , y �I DATE FILE NO �� 56 _L ■® i® SHLL 1 ul- DECIDUOUS BACKGROUND TREE (TYP) LAGERSTROMIA CRAPE MYRTLE SECTION A -A 1 " = 10'-0„ DECIDUOUS BACKGROUND TREE (TYP) - PYRUS CALLERYANA BRADFORD PEAR STREET TREE (TYP) - LAGERSTROEMIA INDICA--} CRAPE MYRTLE 1 WILSON AVENUE U �O W W � N WQ �a :32 ZW QW m? VW SECTION B -B 1 " = 10'-0" ti0 s DECIDUOUS BACKGROUND TREE (TYP)LAGERSTROMIA INDICA CRAPE MYRTLE t OBBLE 28' EVERGREEN WINDROW TREE (TYP) — EUCALYPTUS SP REFER TO SITE IMPROVEMENT PLANS FOR ETIWANDA —_—_—__ _.-. .....-.. ...-,rr•. nrn rev r�nc.u['iuucnl+ Ll 10' WILSON AVENUE STA. 15 + 59 _J Q Z Q W tar W 12' W (XI Q N 4' COBBLE 45' EVERGREEN BACKGROUND TREE (TYP) PINUS CANARIENSIS CANARY ISLAND PINE 15' SETBACK K -10Y ` 2� W 4 a p 3 b d CORNER OF WILSON AVENUE and HANLEY AVENUE PROJECTION" STREET TREE (TYP) - LAGERSTROEMIA INDICA CRAPE MYRTLE Q ETIW&11*4 NDA ESTATES, TRACT 12659 WILSON AVENUE' 'A 6gh0 G� O W W �co P a �Z ZW Q2m� UW SECTION C -C 15.1 = 10'-0" EVERGREEN WINDROW TREE (TYP) — EUCALYPTUS SP. REFER TO SITE IMPROVEMENT PLANS FOR ETIWANDA corwrcc rD 4)asa DDFDADFn RV FnpQIIM/QIIMMFRS WILSON AVENUE STA. 26 + 95 E Q I cn co i OV _• W �1 4' 3 4 VENUE v �/1z Z a c� Z W W Q? � J aW WJ U O CONCRETE .a SIDEWALK SHRUB AREA co v � 15' SECTION A -A 1 " = 10'-0„ DECIDUOUS BACKGROUND TREE (TYP) - PYRUS CALLERYANA BRADFORD PEAR STREET TREE (TYP) - LAGERSTROEMIA INDICA--} CRAPE MYRTLE 1 WILSON AVENUE U �O W W � N WQ �a :32 ZW QW m? VW SECTION B -B 1 " = 10'-0" ti0 s DECIDUOUS BACKGROUND TREE (TYP)LAGERSTROMIA INDICA CRAPE MYRTLE t OBBLE 28' EVERGREEN WINDROW TREE (TYP) — EUCALYPTUS SP REFER TO SITE IMPROVEMENT PLANS FOR ETIWANDA —_—_—__ _.-. .....-.. ...-,rr•. nrn rev r�nc.u['iuucnl+ Ll 10' WILSON AVENUE STA. 15 + 59 _J Q Z Q W tar W 12' W (XI Q N 4' COBBLE 45' EVERGREEN BACKGROUND TREE (TYP) PINUS CANARIENSIS CANARY ISLAND PINE 15' SETBACK K -10Y ` 2� W 4 a p 3 b d CORNER OF WILSON AVENUE and HANLEY AVENUE PROJECTION" STREET TREE (TYP) - LAGERSTROEMIA INDICA CRAPE MYRTLE Q ETIW&11*4 NDA ESTATES, TRACT 12659 WILSON AVENUE' 'A 6gh0 G� O W W �co P a �Z ZW Q2m� UW SECTION C -C 15.1 = 10'-0" EVERGREEN WINDROW TREE (TYP) — EUCALYPTUS SP. REFER TO SITE IMPROVEMENT PLANS FOR ETIWANDA corwrcc rD 4)asa DDFDADFn RV FnpQIIM/QIIMMFRS WILSON AVENUE STA. 26 + 95 E Q I cn co i OV _• W 12' 4' 3 70'_ STREET TREE (TYP) - LAGERSTROEMIA INDICA CRAPE MYRTLE ETIWA N DA ESTATES, TRACT 12659 4 WILSON AVENUE \,NDSCgpF 46 MurP6 V,J 2 F S"turs OF CN ETIWANDA ESTATES, TRACT 12659 EVERGREEN WINDROW TREE (TYP) — EUCALYPTUS SP. REFER TO SITE IMPROVEMENT PLANS FOR ETIWANDA �..�---- .....----rn-nrn n v uuicl u...coo ETIWANDA ESTATES, TRACT 12659 15' 15' w FG c' U 2 Q J! WQ J m Q � a Q tiY m W a1 m Q J cnLu m O Q coLu C'1 2 �? c=i� Uti U 3'' W N WJ � p 35' 7' 7' 12' 1 4' oc ' aW 3 co 2 %Z0 "W WILSON AVENUE STA. 33 + 49 SECTION D -D 1.11 = 10'-0" JOB #770023 SHEET OF J -a Q 34. 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C C ; • c r C e` a C w C v O O Y 0 0 w t c a a w y; } w> P e O w• r • 0 w a C C v _ c v c a is a 3.3 • O 00 OC 0aq . q a vE • cO F- CaC L f Cav ! E E'Oa UP -C a •c o .wiwo ra cpvr+ •vita_a U+;•wEcao U°'P au o= w P ,co, °K-3 0 ac• i ce c cc =w : Ec_� o v00 °• o ZrE E3or2c >. a� oOl=vi _v . 0E' Ur -ea L Eo> as wvW v� -� « a0 ♦c u c a q C o w .0 v C+ L. c •$ c a t r z w v c o e° a s o _c ? >, w 3 E l it 0 0 . o ov wL=� c «; a� o c a• w u c Y a y• 0Y a w; t of a S > E va a_ u i ail E a- 3= L« a O L u C a U . c 0 . O a 0 « O C• c a• + . C O a 0 E _ E a r w 0 �• ; U w Y •• O c U L a O r . L u C t ai u C Z` v C L l a r w c O` O a 0 • 7 it C « v w O C c w L4 a C p 0• J o< ;a • c a c c • I >. t[« t• V; w .0 ` a P a 1 a O 0 c c C a C = a o o E r O ., O• of E > > i u L a a 0 c a r _•$ as u a- • w 3 r c w t o O er u e IL o °a3w ai w «" <e cw oo w o w _ Oo c c 3 W `- ~ a$ w« O w; E 2 ��c t a F Ca ; . B. O • � • c« 0 a rr - C �i c o0 4 c r E "o a« 0 $a O °tea wr0 O�« • v�E� E Paruas aC -fCoo°occcc aE 8 r �w vw a3 2 i -a= i •a quo AN Ei w iFP NE Viva r c°ovC cO v twc.°wo_ w =u 10 e• ceo g w 2 = w e w Q 7 u . w = w v E a r a C O v 3 m O c u a U N _ c v o • t a - i O 0 u . a v v «c' ca •>-aa=c >a0 00 °orao aco v3 y0 i.c 0 ui+ Ew• i =P ,a 4 o Ea ! w •a Oq w oa3 . 0 v w a~ a J v o O w t E ► O V I.� O Ol a C 0 ° 3 M w O O = 0 C Y L a r a u 0 2 C c m 0 - •°• C a c p w 0 w A C C a C Z.ao aU•vv4 E« •«4 Lw «ac-_; o yr u0 3 a a w w v -a cr c� t a Eo - w r >• • a C+ O r g 0 C r - C v O P. ° 4+ v O 0 4> . a ii + .°. a c •+ O i v • i E w M o o i O1 v : O a r �i E O ic r r O E c 0 C 0 3 L t C. 0 G c D a C w a - a O C P O a • 7_ • o C - u C .. a aO;i u v>Zt cac�$ 0 fs-_s ••10•c r« 2 s+ !. oo; w •• ocN c P c 4 ii«c E3 a $c wo r Ca a aoaaw f taiw a• • A +c . cc oiL C _ a-3 ♦t Z c oQ E>c�c� "L cwa_ acwv W aco3 �0 �. auc c: «ccc 3 Par �38 « >$ wYq sc3 Oa _2.a co ciaaP _ oa Vow ;uwca`a coowc > E -Z w €_ = of oii3 c Pc cam__ w a >w- cra v ° 4wv as u• as cc c a'Loso°L •a o aoaE_ va F w a !.c v c i O is 3 ; E a;= ,a i• 0 w 0c • glia« 0- Ew w c c 4 `caaa a cc c_0!. LO co° aoa a cc 0 < -i Q. 1 wit >t > aw• r0 a- E e o w p c N c>« E -C 0 a Z O E> L C. > > • o• q• c o" w a o 3 a = 4 x M • a O e c 3 c r`C •u osaoo: • e a E$ = acPaa=Q U. u a 3u +° •Ec u ac - �v • X ire xc E v v w c E c • w . o u u m cci 0 o=E..v; aoioa'-agco iao-•q c•_o �� Q _ « 02 cwPi wow• -r 4c� - •c -aa ±Nc ao a o•c0 ao o c ='� . Ovca ccoa °°as�Eo° c a 0 w o w ° ° L w w it .0 0 v 0; i_ o ► eco co o�fcu a w° • Ev �1 0° a L Er. Mc •c E P" w ° O ° L c oc -• of avc tv _ L E.g CIE v> w= _ o vro cO v -C w 3€ of _a v c c c e •> 0 0 =+ O 3 w w c U 3 L o v = w c �w uw swcu•a asPFeEoir vcvc- w 0 tQ w --'t -u c o«a" °L ca c;c • wQ ocoo ae P- a •o c c q V 0 .+ .• o M >, a . EE f c 0 c= c >.4 a- w c E a o` a s a 0 a o «_ ° a. a v c it w a o= w c o a o Pw == c a2 is c L o 0 o o.o ci o� oQ Co +0Occ Ea 3a O L L_ u 2 wo • oL P- _ $ vc - vu °Pot o� 3 00• Z. ; I vOE c coag 063 it °w N 0a . as �a 0 wv• wr ;rj _ °1= �'; ca www w�R sit =ww ccv a _ w 3 s aoa cc 0 r ► 0 3> • 0 a >` U w 7 . w O 0- C O .� ` . C • . �` C a OlE C ` O w L O P. o Y C u a r C u w L w + a < av Sa 3 o$ c o o•c g N c c a c o a • 2 c a e o w 4 r • > Ea E. v a= w �c w c E r u v v o < o a f 0 0 0,& 0 w c- + u a° a a. u E o w u o cv e u $ c we Q- 0 tau or .o o xoE > 3w +`Oa �xw oa. aQ oOwc c/A a . a�vicer ci4caw a$ OTiwYvae _ co 1Pw -a ew_ vc=o a; UE Wvw wo wL m°UN Clow tna«_O t) 3 c O o w +.' + t C o L r U . O • o C,a e Z •= C P >. e w O 3= v 0 a« 3 w N E a L 0` 0 oQ L a L C• E o 0 U Y ` E a O1- + » Y C - L L C • v E a c a c O 0 C 0 _ 0 C C a `o ` >' r v t o • a 0 O C+ L L ` 0 0 100 7 0` a 0 c •«o onto - ca+ocac C08 a c0c 3c _ c- �E nw° CL M i m ti O ui ii C9 i °n a c< a c = E c Z aw u c; P a E c w a 3 < v< o E o< w a 3 w < 3 U 3 3 < m U O W W d Z - -i I « 1 < 0 I LL 0 i W VI ® PULL BOX NOTE: CONTRACTOR SHALL SET CAPPED MAINLINE AND ROUND PLASTIC VALVE BOX CONTAINING CONTROLLER STATIONS WITH COMMON WIRE FOR STATIONS alJ THROUGH W6. 11+00 12+00 SLOPE VARIE' MAX ?% MIN.-- �, ---- - i i --- ---- - -- i CV 13+00 14+00 +00 16+00 -- -- --------- CERVANTES PLACE I - 1 i i i I 18+00 19 00 l� 113 �g O 1' 2141 240 4i 2" `� 2 44Ii 2ZF� q� (t3 )06 l I gAIA zi3sos�. �bsosfs. I?ths•�,• �75ss�. 'fcoo sus• 5.� 75s�s• s § � I 2`9� Z" �,'41 11 I� 2't O � ?sTvs 511Ssb. lelI LSON + z �- - r - r Ip !r - " AiLLI �Y„ - - _ _ --� W ' 1 � M r I' � 11 , t - - - 9 r11 ( ( 1" - 1 r'rIY IyYr Jill" IqV I X11 l r" 4 " !,'� ,I ' MWf> IMINE !' � 119" 1 I'J9 _ / N 14 !wy /N , l - - '!� " l�'y'f � r r i I J y" " '('- -� Y NY" �` �IYa I I �' u+ �/ _-- �R R. -!l I (1 Y° Nf11 1" ,l /r 2" ��" �'M rw1" "�jR - '�9R! �. Q__ - - !Ny Jr - /rylr- \ Its p TT --�r _ r r r+� R 171 ,I „ - - C 11 �'" /49' y� � "1,�-t,/� - l"�r �a � (�/I` • ' ♦ �i to - • • •• INWISMAV, • i•I / • • • • "Li• �_.. •�..�. I G:�, • • • r.N • • ♦ ` • f �� w ♦ V • 1 ♦ t. �.v � V W • • r � • •wt FAAG JALi v .��i�ti��•�ti • •�ti�ti��i • ' • • • • • ••• • ' � • • � • / ♦�i� " r r 1 r •7�wl��i r • • •1rr J i • � I • Y 'y to 3►y O I'r" ! r � 31Q" I 11 a a - �� I " w ?�ivss / 41 'tM 19 s4 IY I I . ', I{ __-------- -- I I Ply" � •� " `) / / _ A ice '4411 �' t 11 �/ 1 / 9 / \ / / IF SIY� ,iyd a u p / / / _ _ ` 11110 1 lit 1 FJ ?Wt I• ,�,�1 z -1V CC I II 6 All / / r yoso s. 4 4- 106, UA s � r1 G iP r G � , I i I�rr % I" 1� 1 y81r, s.>s. y1� 'ail" N I -I Irrigation Pressure Calculation I 1 1 P=688 Irngatto Press a Calculation g 1" / �jr� /v " • / ETIWANDA 1 re: 65.32 I I Project Name: P= 695.4 P=696.0 t 1 1 1 R`�tfa4frs�u Matic Pressure: 65.32 I P=689.6 �' r NYa ZP iw �i' jr I fly / / Apr -19-99 1 Max. GPM Demand: 80.00 I I Apr -19-99 Max. GPM Demand: 80.00 % 4 ( , • / / Units Size Type 1 Description GPM Unit PSI Loss , Units Size Type Description GIPM Unit PSI Loss ' fir' y 4" / / i \ 1 3" Turbo -eater Meter 80.00 - 00.30 1 3" Turbo Water Meter 8000 00 30 / / / 1 2 1/2" Bass Master V a eP 28.00 02.Q� 1 2 1/2" B ass80.00 10.40 1 3 t Ma ter V l e. Pressure P 39.00 02.00_W1 Vf I I = 80.00 10.40 I �1 \/ E T R A T / i 1 2" Plastic low Meter 2800 0200 1 2" PI t FI M as Ic ow eter 39.00 02.00 �{ ?11j0 5, 3S �Y/('r �Yli P=697.0 1 2-1/2 " Brass rate Valve 28.00 ' 00.00 1 2-1/2" Brass Gate Valve. 39.00 00.01 1 I ` }-� �} 1 1-1/2" Brass ntrol Valve 28.00 02.90 1 2" Brass Control Valve 39.00 01.80 NO.ft/�) +�1 4�f / 60 2-1/2" Cl. 315 in Line 28.00 00.16 63 2-1/2" CI. 315 Main Line 39.00 00.30 M 15 1-1/2" ch. 40 eral Line 28.00 00.30 3 2" Sch. 401-ateral Line 39.00 00-03 15 1-1/4" ch. 40Lferal Line 12.93 00.15 6 1-1/4" Sch. 40Lateral Line 26.07 00.22 \ 7 1" ch. 40LNeral Line 12.64 00.26 7 1" Sch. 40Lateral Line 12. 4 �"l r , 1 2 45 3/4" ch. 40La''eral Line 05.53 01.17 45 3/4" Sch. 40Lateral Line 05.53 010.17 Z.2 0 5 I 4"� r y,�' r , Misc ittings Alliwance 00.41 Misc Fittings Allowance 00.40 - " " Y u Q / Componet Losses: 20.05 Componet Losses: 18.89 + - -- P = 69 2.0 Station #: 29 B (1718.15 I. L.) Min. Req'r by Head 30.00 Station #: 13 C (1714.55 EL.) Min. Req'r by Head 30.00 ►' ' / \ FA ` J S Highest Elevated System 0.0 Elevation Loss: 00.00 Highest Elevated System 3.6' Elevation Gain: -01.56 / \ ` Total Pressure Req'r. 50.05 Total Pressure Req'r. 47.33 Ile POINT ONNECTION Residual Pressure: 15.27 Residual Pressure: 17.99 - ♦ / ° 11 • / / POTABLE TER 'B/C' Set Pressure Regulating Valve at: 42.35 PSI Set Pressure Regulating Valve at: 39.63 PSI WATER METk4 �SIZE 3" TURBO MAXIMUM DE ��N\\D 80.0 GPM IRRIGATION LEGEND ►� / / DESIGN PRESS6�RE 60.0 PSI SYMBOL MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI CITY STATIC PRESSURE 65.32 PSI 1 ; %4 RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP F,H,Q 15' 3.7,1.85,.92 30 P=690.4 HYDRAULIC GRADIENT 1869.0 EL rP RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP VAN 15' .92-3.7 30 •x("RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP F,H,Q 10' 1.57,.79,.39 30 13 WATER DISTRICT, CARLOS @ (909) 987-2591 ON 9-2-97. PRESSURE INFORMATION PROVIDED BY THE RANCHO CUCAMONGA � cfd RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP VAN 10' .39-1.57 30 // O RAINBIRD 1812samprs 15 SST PCS -040 SHRUB POP-UP STRIP 4'x16' .40 30 M ' 1 m RAINBIRD 1812samprs 15 EST PCS -030 SHRUB POP-UP STRIP 4'x14' .30 30 INDICATES FEBCO 825YD PRESSURE TYPE BACKFLOW DEVICE IN o 2-RAINBIRD 1806samprs 1401 BUBBLER .?Fi[Ac4{ toy ;'/ / STONGBOX #SBBC-90ALHP. SIZE - 3" 30 +�i, • INDICATES SUPERIOR 3100 SERIES N.O. MASTER VALVE. SIZE - 21/2" CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. INDICATES DATA INDUSTRIAL FLOW METER. SIZE - 2" 0�� • • � 1 a s s : 1 1QI-- 13 1: >> 10 0 • WATER METER - TO BE INSTALLED BY R.C.W.D. OWNER TO PAY ALL FEES. ,: .a1 /2 „ TRACT no 12 CONTROLLER LOCATION FEBCO 825YA REDUCED PRESSURE BACKFLOW DEVICE INSTALLED IN A STRONGBOX #SBBC-30"-AL, t3 ►APxE aiecu tar a LR D1WE ItOG / CONTROLLER LOCATION "BIC" 2-CALSENSE ET1-32-DR ® MASTER VALVE -SUPERIOR 3100 SERIES N.O. 14 - a n L � � ' a :o " 17 1i eis ,' � 24 J T �LSIRRIGATION CALSENSE FM FLOW - SEE PI AN1 s 26 ®�`' i4 // INSTALLED IN A a I VNGBOX #SB-24SS/120V DOUBLE WIDE �� RRIGAT ON CONTROLLER-LLERER •CALSEN E ET1 V.DR. INSTALLED INA STRONGBOX SB-24SS/120V. '• 27 g u :o 1 5 !n � b s 4. METERED ENCLOSURE. (CONTRACTOR SHALL PROVIDE 110 POWER TO CONTROLLER.) RAINBIRD EFB-CP-PRS SERIES - SIZE PER PLAN 7 24 tar 22 29 4 u 21 0 22 7 ( / 0 RAINBIRD 33DNP QUICK COUPLING VALVE ° u 21 LOTH ae as® ss 14 BRASS LINE SIZE GATE VALVE - 1 1/2" AND SMALLER - NIBCO T-585-70-66, vLSTA romc D•M ® y 20 2. zr ova f+ TRncT /D. 'W W l as/ IRRIGATION POINT VALUE: POINTS CLAIMED 2 1 /z AND LARGER -WATTS SERIES 403 -RT -RW ,. t ' / �'� PRESSURE MAINLINE: SCHEDULE 40 11/2" AND SMALLER 21 t 3 412 56 J 1 Is a 1. LOW GALLONAGE IRRIGATION SYSTEM.(20) 20 CLASS 315 2" AND LARGER MINIMUM 18" 1 " Is 's oD � CURVILINEAR 51DENAtLK THE 51 DEWALK LAY -OUT 15 CONCEPTUAL ONLY. APPROVAL OF THE 51PENALK LAY -OUT WILL BE MADE IN THE FIELD AND APJ.6TED A5 NECE55ARY TO MEET FIELD CONDITIONS A5 APPROVED BY THE PUBL I C IN0RK5 INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. - BURY 1 7 1 17 2 1 M >h 2. AUTOMATIC CONTROLLER.(20) 20 PVC SCHEDULE 40 LATERAL LINE - MINIMUM 12" BURY MENA DRhi PVC SCHEDULE 40 PIPE SLEEVE - TWICE DIAMETER OF PIPE 10 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.(10) 10 PVC SCHEDULE 40 WIRE SLEEVE - 4" DIAMETER It a 13 14 15 19JiT012 r >J 0 1 7 • e 4 3 1 2 2 / CONTROLLER STATION CHo V15TA PLACE 1GALLONS PER MINUTE SEE SHTS. Lj 2 FOR LAY - PARCEL U P 00. 1501 I /�� / 4. SOIL MOISTURE SENSORS.(10) 0 - VALVE SIZE PLAN AND L-14 EI L-17 AND LOT LME ADJ. / / 5. RAIN SENSOZS.(S) 5 FOR PLANTING PLANSOUT JOB #7700 6. WIND SENSORS.(5) 0 ", CITY nF R ANC'Hn C'11C'AMnNC :A 7. ' SENSITIVE TO SLOPE FACTORS.(5) 5 8. RECLAIMED OR RECYCLED WATER.(5) 0 TOTAL POINTS CLAIMED: 60 f MINIMUM POINTS REQUIRED:60 NORTH 1 11 30' 011 0 50 60 1:10 120 4 ® PULL BOX NOTE: CONTRACTOR SHALL SET CAPPED MAINLINE AND ROUND PLASTIC VALVE BOX CONTAINING CONTROLLER STATIONS WITH COMMON WIRE FOR STATIONS alJ THROUGH W6. 11+00 12+00 SLOPE VARIE' MAX ?% MIN.-- �, ---- - i i --- ---- - -- i CV 13+00 14+00 +00 16+00 -- -- --------- CERVANTES PLACE I - 1 i i i I 18+00 19 00 l� 113 �g O 1' 2141 240 4i 2" `� 2 44Ii 2ZF� q� (t3 )06 l I gAIA zi3sos�. �bsosfs. I?ths•�,• �75ss�. 'fcoo sus• 5.� 75s�s• s § � I 2`9� Z" �,'41 11 I� 2't O � ?sTvs 511Ssb. lelI LSON + z �- - r - r Ip !r - " AiLLI �Y„ - - _ _ --� W ' 1 � M r I' � 11 , t - - - 9 r11 ( ( 1" - 1 r'rIY IyYr Jill" IqV I X11 l r" 4 " !,'� ,I ' MWf> IMINE !' � 119" 1 I'J9 _ / N 14 !wy /N , l - - '!� " l�'y'f � r r i I J y" " '('- -� Y NY" �` �IYa I I �' u+ �/ _-- �R R. -!l I (1 Y° Nf11 1" ,l /r 2" ��" �'M rw1" "�jR - '�9R! �. Q__ - - !Ny Jr - /rylr- \ Its p TT --�r _ r r r+� R 171 ,I „ - - C 11 �'" /49' y� � "1,�-t,/� - l"�r �a � (�/I` • ' ♦ �i to - • • •• INWISMAV, • i•I / • • • • "Li• �_.. •�..�. I G:�, • • • r.N • • ♦ ` • f �� w ♦ V • 1 ♦ t. �.v � V W • • r � • •wt FAAG JALi v .��i�ti��•�ti • •�ti�ti��i • ' • • • • • ••• • ' � • • � • / ♦�i� " r r 1 r •7�wl��i r • • •1rr J i • � I • Y 'y to 3►y O I'r" ! r � 31Q" I 11 a a - �� I " w ?�ivss / 41 'tM 19 s4 IY I I . ', I{ __-------- -- I I Ply" � •� " `) / / _ A ice '4411 �' t 11 �/ 1 / 9 / \ / / IF SIY� ,iyd a u p / / / _ _ ` 11110 1 lit 1 FJ ?Wt I• ,�,�1 z -1V CC I II 6 All / / r yoso s. 4 4- 106, UA s � r1 G iP r G � , I i I�rr % I" 1� 1 y81r, s.>s. y1� 'ail" N I -I Irrigation Pressure Calculation I 1 1 P=688 Irngatto Press a Calculation g 1" / �jr� /v " • / ETIWANDA 1 re: 65.32 I I Project Name: P= 695.4 P=696.0 t 1 1 1 R`�tfa4frs�u Matic Pressure: 65.32 I P=689.6 �' r NYa ZP iw �i' jr I fly / / Apr -19-99 1 Max. GPM Demand: 80.00 I I Apr -19-99 Max. GPM Demand: 80.00 % 4 ( , • / / Units Size Type 1 Description GPM Unit PSI Loss , Units Size Type Description GIPM Unit PSI Loss ' fir' y 4" / / i \ 1 3" Turbo -eater Meter 80.00 - 00.30 1 3" Turbo Water Meter 8000 00 30 / / / 1 2 1/2" Bass Master V a eP 28.00 02.Q� 1 2 1/2" B ass80.00 10.40 1 3 t Ma ter V l e. Pressure P 39.00 02.00_W1 Vf I I = 80.00 10.40 I �1 \/ E T R A T / i 1 2" Plastic low Meter 2800 0200 1 2" PI t FI M as Ic ow eter 39.00 02.00 �{ ?11j0 5, 3S �Y/('r �Yli P=697.0 1 2-1/2 " Brass rate Valve 28.00 ' 00.00 1 2-1/2" Brass Gate Valve. 39.00 00.01 1 I ` }-� �} 1 1-1/2" Brass ntrol Valve 28.00 02.90 1 2" Brass Control Valve 39.00 01.80 NO.ft/�) +�1 4�f / 60 2-1/2" Cl. 315 in Line 28.00 00.16 63 2-1/2" CI. 315 Main Line 39.00 00.30 M 15 1-1/2" ch. 40 eral Line 28.00 00.30 3 2" Sch. 401-ateral Line 39.00 00-03 15 1-1/4" ch. 40Lferal Line 12.93 00.15 6 1-1/4" Sch. 40Lateral Line 26.07 00.22 \ 7 1" ch. 40LNeral Line 12.64 00.26 7 1" Sch. 40Lateral Line 12. 4 �"l r , 1 2 45 3/4" ch. 40La''eral Line 05.53 01.17 45 3/4" Sch. 40Lateral Line 05.53 010.17 Z.2 0 5 I 4"� r y,�' r , Misc ittings Alliwance 00.41 Misc Fittings Allowance 00.40 - " " Y u Q / Componet Losses: 20.05 Componet Losses: 18.89 + - -- P = 69 2.0 Station #: 29 B (1718.15 I. L.) Min. Req'r by Head 30.00 Station #: 13 C (1714.55 EL.) Min. Req'r by Head 30.00 ►' ' / \ FA ` J S Highest Elevated System 0.0 Elevation Loss: 00.00 Highest Elevated System 3.6' Elevation Gain: -01.56 / \ ` Total Pressure Req'r. 50.05 Total Pressure Req'r. 47.33 Ile POINT ONNECTION Residual Pressure: 15.27 Residual Pressure: 17.99 - ♦ / ° 11 • / / POTABLE TER 'B/C' Set Pressure Regulating Valve at: 42.35 PSI Set Pressure Regulating Valve at: 39.63 PSI WATER METk4 �SIZE 3" TURBO MAXIMUM DE ��N\\D 80.0 GPM IRRIGATION LEGEND ►� / / DESIGN PRESS6�RE 60.0 PSI SYMBOL MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI CITY STATIC PRESSURE 65.32 PSI 1 ; %4 RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP F,H,Q 15' 3.7,1.85,.92 30 P=690.4 HYDRAULIC GRADIENT 1869.0 EL rP RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP VAN 15' .92-3.7 30 •x("RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP F,H,Q 10' 1.57,.79,.39 30 13 WATER DISTRICT, CARLOS @ (909) 987-2591 ON 9-2-97. PRESSURE INFORMATION PROVIDED BY THE RANCHO CUCAMONGA � cfd RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP VAN 10' .39-1.57 30 // O RAINBIRD 1812samprs 15 SST PCS -040 SHRUB POP-UP STRIP 4'x16' .40 30 M ' 1 m RAINBIRD 1812samprs 15 EST PCS -030 SHRUB POP-UP STRIP 4'x14' .30 30 INDICATES FEBCO 825YD PRESSURE TYPE BACKFLOW DEVICE IN o 2-RAINBIRD 1806samprs 1401 BUBBLER .?Fi[Ac4{ toy ;'/ / STONGBOX #SBBC-90ALHP. SIZE - 3" 30 +�i, • INDICATES SUPERIOR 3100 SERIES N.O. MASTER VALVE. SIZE - 21/2" CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. INDICATES DATA INDUSTRIAL FLOW METER. SIZE - 2" 0�� • • � 1 a s s : 1 1QI-- 13 1: >> 10 0 • WATER METER - TO BE INSTALLED BY R.C.W.D. OWNER TO PAY ALL FEES. ,: .a1 /2 „ TRACT no 12 CONTROLLER LOCATION FEBCO 825YA REDUCED PRESSURE BACKFLOW DEVICE INSTALLED IN A STRONGBOX #SBBC-30"-AL, t3 ►APxE aiecu tar a LR D1WE ItOG / CONTROLLER LOCATION "BIC" 2-CALSENSE ET1-32-DR ® MASTER VALVE -SUPERIOR 3100 SERIES N.O. 14 - a n L � � ' a :o " 17 1i eis ,' � 24 J T �LSIRRIGATION CALSENSE FM FLOW - SEE PI AN1 s 26 ®�`' i4 // INSTALLED IN A a I VNGBOX #SB-24SS/120V DOUBLE WIDE �� RRIGAT ON CONTROLLER-LLERER •CALSEN E ET1 V.DR. INSTALLED INA STRONGBOX SB-24SS/120V. '• 27 g u :o 1 5 !n � b s 4. METERED ENCLOSURE. (CONTRACTOR SHALL PROVIDE 110 POWER TO CONTROLLER.) RAINBIRD EFB-CP-PRS SERIES - SIZE PER PLAN 7 24 tar 22 29 4 u 21 0 22 7 ( / 0 RAINBIRD 33DNP QUICK COUPLING VALVE ° u 21 LOTH ae as® ss 14 BRASS LINE SIZE GATE VALVE - 1 1/2" AND SMALLER - NIBCO T-585-70-66, vLSTA romc D•M ® y 20 2. zr ova f+ TRncT /D. 'W W l as/ IRRIGATION POINT VALUE: POINTS CLAIMED 2 1 /z AND LARGER -WATTS SERIES 403 -RT -RW ,. t ' / �'� PRESSURE MAINLINE: SCHEDULE 40 11/2" AND SMALLER 21 t 3 412 56 J 1 Is a 1. LOW GALLONAGE IRRIGATION SYSTEM.(20) 20 CLASS 315 2" AND LARGER MINIMUM 18" 1 " Is 's oD � CURVILINEAR 51DENAtLK THE 51 DEWALK LAY -OUT 15 CONCEPTUAL ONLY. APPROVAL OF THE 51PENALK LAY -OUT WILL BE MADE IN THE FIELD AND APJ.6TED A5 NECE55ARY TO MEET FIELD CONDITIONS A5 APPROVED BY THE PUBL I C IN0RK5 INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. - BURY 1 7 1 17 2 1 M >h 2. AUTOMATIC CONTROLLER.(20) 20 PVC SCHEDULE 40 LATERAL LINE - MINIMUM 12" BURY MENA DRhi PVC SCHEDULE 40 PIPE SLEEVE - TWICE DIAMETER OF PIPE 10 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.(10) 10 PVC SCHEDULE 40 WIRE SLEEVE - 4" DIAMETER It a 13 14 15 19JiT012 r >J 0 1 7 • e 4 3 1 2 2 / CONTROLLER STATION CHo V15TA PLACE 1GALLONS PER MINUTE SEE SHTS. Lj 2 FOR LAY - PARCEL U P 00. 1501 I /�� / 4. SOIL MOISTURE SENSORS.(10) 0 - VALVE SIZE PLAN AND L-14 EI L-17 AND LOT LME ADJ. / / 5. RAIN SENSOZS.(S) 5 FOR PLANTING PLANSOUT JOB #7700 6. WIND SENSORS.(5) 0 ", CITY nF R ANC'Hn C'11C'AMnNC :A 7. ' SENSITIVE TO SLOPE FACTORS.(5) 5 8. RECLAIMED OR RECYCLED WATER.(5) 0 TOTAL POINTS CLAIMED: 60 f MINIMUM POINTS REQUIRED:60 NORTH 1 11 30' 011 0 50 60 1:10 120 Za ® PULL BOX NOTE: CONTRACTOR SHALL SET CAPPED MAINLINE AND ROUND PLASTIC VALVE BOX CONTAINING CONTROLLER STATIONS WITH COMMON WIRE FOR STATIONS alJ THROUGH W6. 11+00 12+00 SLOPE VARIE' MAX ?% MIN.-- �, ---- - i i --- ---- - -- i CV 13+00 14+00 +00 16+00 -- -- --------- CERVANTES PLACE I - 1 i i i I 18+00 19 00 l� 113 �g O 1' 2141 240 4i 2" `� 2 44Ii 2ZF� q� (t3 )06 l I gAIA zi3sos�. �bsosfs. I?ths•�,• �75ss�. 'fcoo sus• 5.� 75s�s• s § � I 2`9� Z" �,'41 11 I� 2't O � ?sTvs 511Ssb. lelI LSON + z �- - r - r Ip !r - " AiLLI �Y„ - - _ _ --� W ' 1 � M r I' � 11 , t - - - 9 r11 ( ( 1" - 1 r'rIY IyYr Jill" IqV I X11 l r" 4 " !,'� ,I ' MWf> IMINE !' � 119" 1 I'J9 _ / N 14 !wy /N , l - - '!� " l�'y'f � r r i I J y" " '('- -� Y NY" �` �IYa I I �' u+ �/ _-- �R R. -!l I (1 Y° Nf11 1" ,l /r 2" ��" �'M rw1" "�jR - '�9R! �. Q__ - - !Ny Jr - /rylr- \ Its p TT --�r _ r r r+� R 171 ,I „ - - C 11 �'" /49' y� � "1,�-t,/� - l"�r �a � (�/I` • ' ♦ �i to - • • •• INWISMAV, • i•I / • • • • "Li• �_.. •�..�. I G:�, • • • r.N • • ♦ ` • f �� w ♦ V • 1 ♦ t. �.v � V W • • r � • •wt FAAG JALi v .��i�ti��•�ti • •�ti�ti��i • ' • • • • • ••• • ' � • • � • / ♦�i� " r r 1 r •7�wl��i r • • •1rr J i • � I • Y 'y to 3►y O I'r" ! r � 31Q" I 11 a a - �� I " w ?�ivss / 41 'tM 19 s4 IY I I . ', I{ __-------- -- I I Ply" � •� " `) / / _ A ice '4411 �' t 11 �/ 1 / 9 / \ / / IF SIY� ,iyd a u p / / / _ _ ` 11110 1 lit 1 FJ ?Wt I• ,�,�1 z -1V CC I II 6 All / / r yoso s. 4 4- 106, UA s � r1 G iP r G � , I i I�rr % I" 1� 1 y81r, s.>s. y1� 'ail" N I -I Irrigation Pressure Calculation I 1 1 P=688 Irngatto Press a Calculation g 1" / �jr� /v " • / ETIWANDA 1 re: 65.32 I I Project Name: P= 695.4 P=696.0 t 1 1 1 R`�tfa4frs�u Matic Pressure: 65.32 I P=689.6 �' r NYa ZP iw �i' jr I fly / / Apr -19-99 1 Max. GPM Demand: 80.00 I I Apr -19-99 Max. GPM Demand: 80.00 % 4 ( , • / / Units Size Type 1 Description GPM Unit PSI Loss , Units Size Type Description GIPM Unit PSI Loss ' fir' y 4" / / i \ 1 3" Turbo -eater Meter 80.00 - 00.30 1 3" Turbo Water Meter 8000 00 30 / / / 1 2 1/2" Bass Master V a eP 28.00 02.Q� 1 2 1/2" B ass80.00 10.40 1 3 t Ma ter V l e. Pressure P 39.00 02.00_W1 Vf I I = 80.00 10.40 I �1 \/ E T R A T / i 1 2" Plastic low Meter 2800 0200 1 2" PI t FI M as Ic ow eter 39.00 02.00 �{ ?11j0 5, 3S �Y/('r �Yli P=697.0 1 2-1/2 " Brass rate Valve 28.00 ' 00.00 1 2-1/2" Brass Gate Valve. 39.00 00.01 1 I ` }-� �} 1 1-1/2" Brass ntrol Valve 28.00 02.90 1 2" Brass Control Valve 39.00 01.80 NO.ft/�) +�1 4�f / 60 2-1/2" Cl. 315 in Line 28.00 00.16 63 2-1/2" CI. 315 Main Line 39.00 00.30 M 15 1-1/2" ch. 40 eral Line 28.00 00.30 3 2" Sch. 401-ateral Line 39.00 00-03 15 1-1/4" ch. 40Lferal Line 12.93 00.15 6 1-1/4" Sch. 40Lateral Line 26.07 00.22 \ 7 1" ch. 40LNeral Line 12.64 00.26 7 1" Sch. 40Lateral Line 12. 4 �"l r , 1 2 45 3/4" ch. 40La''eral Line 05.53 01.17 45 3/4" Sch. 40Lateral Line 05.53 010.17 Z.2 0 5 I 4"� r y,�' r , Misc ittings Alliwance 00.41 Misc Fittings Allowance 00.40 - " " Y u Q / Componet Losses: 20.05 Componet Losses: 18.89 + - -- P = 69 2.0 Station #: 29 B (1718.15 I. L.) Min. Req'r by Head 30.00 Station #: 13 C (1714.55 EL.) Min. Req'r by Head 30.00 ►' ' / \ FA ` J S Highest Elevated System 0.0 Elevation Loss: 00.00 Highest Elevated System 3.6' Elevation Gain: -01.56 / \ ` Total Pressure Req'r. 50.05 Total Pressure Req'r. 47.33 Ile POINT ONNECTION Residual Pressure: 15.27 Residual Pressure: 17.99 - ♦ / ° 11 • / / POTABLE TER 'B/C' Set Pressure Regulating Valve at: 42.35 PSI Set Pressure Regulating Valve at: 39.63 PSI WATER METk4 �SIZE 3" TURBO MAXIMUM DE ��N\\D 80.0 GPM IRRIGATION LEGEND ►� / / DESIGN PRESS6�RE 60.0 PSI SYMBOL MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI CITY STATIC PRESSURE 65.32 PSI 1 ; %4 RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP F,H,Q 15' 3.7,1.85,.92 30 P=690.4 HYDRAULIC GRADIENT 1869.0 EL rP RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP VAN 15' .92-3.7 30 •x("RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP F,H,Q 10' 1.57,.79,.39 30 13 WATER DISTRICT, CARLOS @ (909) 987-2591 ON 9-2-97. PRESSURE INFORMATION PROVIDED BY THE RANCHO CUCAMONGA � cfd RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP VAN 10' .39-1.57 30 // O RAINBIRD 1812samprs 15 SST PCS -040 SHRUB POP-UP STRIP 4'x16' .40 30 M ' 1 m RAINBIRD 1812samprs 15 EST PCS -030 SHRUB POP-UP STRIP 4'x14' .30 30 INDICATES FEBCO 825YD PRESSURE TYPE BACKFLOW DEVICE IN o 2-RAINBIRD 1806samprs 1401 BUBBLER .?Fi[Ac4{ toy ;'/ / STONGBOX #SBBC-90ALHP. SIZE - 3" 30 +�i, • INDICATES SUPERIOR 3100 SERIES N.O. MASTER VALVE. SIZE - 21/2" CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. INDICATES DATA INDUSTRIAL FLOW METER. SIZE - 2" 0�� • • � 1 a s s : 1 1QI-- 13 1: >> 10 0 • WATER METER - TO BE INSTALLED BY R.C.W.D. OWNER TO PAY ALL FEES. ,: .a1 /2 „ TRACT no 12 CONTROLLER LOCATION FEBCO 825YA REDUCED PRESSURE BACKFLOW DEVICE INSTALLED IN A STRONGBOX #SBBC-30"-AL, t3 ►APxE aiecu tar a LR D1WE ItOG / CONTROLLER LOCATION "BIC" 2-CALSENSE ET1-32-DR ® MASTER VALVE -SUPERIOR 3100 SERIES N.O. 14 - a n L � � ' a :o " 17 1i eis ,' � 24 J T �LSIRRIGATION CALSENSE FM FLOW - SEE PI AN1 s 26 ®�`' i4 // INSTALLED IN A a I VNGBOX #SB-24SS/120V DOUBLE WIDE �� RRIGAT ON CONTROLLER-LLERER •CALSEN E ET1 V.DR. INSTALLED INA STRONGBOX SB-24SS/120V. '• 27 g u :o 1 5 !n � b s 4. METERED ENCLOSURE. (CONTRACTOR SHALL PROVIDE 110 POWER TO CONTROLLER.) RAINBIRD EFB-CP-PRS SERIES - SIZE PER PLAN 7 24 tar 22 29 4 u 21 0 22 7 ( / 0 RAINBIRD 33DNP QUICK COUPLING VALVE ° u 21 LOTH ae as® ss 14 BRASS LINE SIZE GATE VALVE - 1 1/2" AND SMALLER - NIBCO T-585-70-66, vLSTA romc D•M ® y 20 2. zr ova f+ TRncT /D. 'W W l as/ IRRIGATION POINT VALUE: POINTS CLAIMED 2 1 /z AND LARGER -WATTS SERIES 403 -RT -RW ,. t ' / �'� PRESSURE MAINLINE: SCHEDULE 40 11/2" AND SMALLER 21 t 3 412 56 J 1 Is a 1. LOW GALLONAGE IRRIGATION SYSTEM.(20) 20 CLASS 315 2" AND LARGER MINIMUM 18" 1 " Is 's oD � CURVILINEAR 51DENAtLK THE 51 DEWALK LAY -OUT 15 CONCEPTUAL ONLY. APPROVAL OF THE 51PENALK LAY -OUT WILL BE MADE IN THE FIELD AND APJ.6TED A5 NECE55ARY TO MEET FIELD CONDITIONS A5 APPROVED BY THE PUBL I C IN0RK5 INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. - BURY 1 7 1 17 2 1 M >h 2. AUTOMATIC CONTROLLER.(20) 20 PVC SCHEDULE 40 LATERAL LINE - MINIMUM 12" BURY MENA DRhi PVC SCHEDULE 40 PIPE SLEEVE - TWICE DIAMETER OF PIPE 10 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.(10) 10 PVC SCHEDULE 40 WIRE SLEEVE - 4" DIAMETER It a 13 14 15 19JiT012 r >J 0 1 7 • e 4 3 1 2 2 / CONTROLLER STATION CHo V15TA PLACE 1GALLONS PER MINUTE SEE SHTS. Lj 2 FOR LAY - PARCEL U P 00. 1501 I /�� / 4. SOIL MOISTURE SENSORS.(10) 0 - VALVE SIZE PLAN AND L-14 EI L-17 AND LOT LME ADJ. / / 5. RAIN SENSOZS.(S) 5 FOR PLANTING PLANSOUT JOB #7700 6. WIND SENSORS.(5) 0 ", CITY nF R ANC'Hn C'11C'AMnNC :A 7. ' SENSITIVE TO SLOPE FACTORS.(5) 5 8. RECLAIMED OR RECYCLED WATER.(5) 0 TOTAL POINTS CLAIMED: 60 f MINIMUM POINTS REQUIRED:60 NORTH 1 11 30' 011 0 50 60 1:10 120 LU - -- — - --- — — -- --- ---- - ---� - - - - - - - -- - - - - - - ., - - c) A r - - - -- - -- ----- �MAz '_2o MSN / o� loo, 000l It It LU 19 00 d,0+00 21 +OC' <<+ ';; : , 2 6 27+00 28 00 -- — — �\ �O EXIST. MEDIAN ALJ O 11 2SI ooS.• _ ? �sc.. . .. j. �j 0 NIL 1600 -p 4.00 +} O 135 5.� Joei o5 .QJ L LA �- wF- !y ` 7-P !yY° lyYri !d -- r " " r �,la 1" 9iO !�w' %" /�9" /�v„y” " Irl\rva +vr" " �J .... ...r ..... .. «P4 -vo ; .. O ... % V ff /� / - - - l1{' y ify u " r, �! l p -�- " /" / 'SII 3hla sf "! " �- - I M V im-- X1'1 _ " �� aF *4m i�w y /'�' l 1" ' Y xy - yM / �y* l�'a 'I'w/1i" ti yn ---r L—� " -- ly V1" --- - - _r �� - tt �- -_•_- -_ �" !y. /" 0 I 1k1 +t- y�u lfyl /n /►� l�- - ! fp 9y� - 9" C7rr-- Q - - �y� +4iK it- if 1 EQUESTRIAN TRAIL wiryLj*r_1, �c I y/"y'Iryh.�y1'r"— — — — —�� — — — -gip — — —U— — --�- — — >r — — — — — — — — — — —taff ....vviersi— — _U_ — — — — — — �� .w lTi��c�'.: �If �r - „ ► .-NSF . +aair .�I . �t� .� ger ► wr .a�►E*► ► id�rY e e LU I I- I I 1 Z 1 1 i 1 }.. 15 ri 14 ___-- 1I p=fi90.0 p=686.9 1 1 P=684.2 I X 5 L� I I I I I P=694.5 ' `� or / 11 P=690.0 P=690.0 I I 10, P=684.5 P=682.4 I I i i I I I II 1 !� ► I I IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI VLA N HIVU L- 10 Oc L— I O rum O b 15 RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP F,H,Q 15' 3.7,1.85,.92 30 PLANTING PLANS o RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP VAN 15' .92-3.7 30 00 d RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP F,H,Q 10' 1.57,.79,.39 30 6 RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP VAN 10' .39-1.57 30 O RAINBIRD 1812samprs 15 SST PCS -040 SHRUB POP-UP STRIP 41 .40 30 0 RAINBIRD 1812samprs 15 EST PCS -030 SHRUB POP-UP STRIP 4`1 .30 30 WILSON AVE. 2-RAINBIRD 1806samprs 1401 BUBBLER .50 30 CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. 117 �° s: 9 • s • 3 2 1 1sQ1413 TRACT NO 12 11 12 39- 10 o ra o /2 13 ►ARKE gRLIE " f< IAT ICR Sr WATER METER - TO BE INSTALLED BY R.C.W.D. OWNER TO PAY ALL FEES. 14 ,�' 26 17 10 25 29 n 2e 29 FEBCO 825YA REDUCED PRESSURE BACKFLOW DEVICE INSTALLED IN A STRONGBOX #SBBC-30"-AL. is 27 25 ®W�`' '• 4 MASTER VALVE - SUPERIOR 3100 SERIES N.O. 24 '� zs 10 o to 27 23 s © CALSENSE FM FLOW METER - SEE PLAN17 22 24 Un a 23 22 21 a 7 t 0! 3 ® IRRIGATION CONTROLLER- -CALSENSE ETI-%-�DR. INSTALLED INA STRONGBOX SB-24SS1120V. 23 0 � A �s '° ®3 21 3 < 2 RAINBIRD EFB-CP-PRS SERIES - SIZE PER PLAN < VISTA VERDE DI IN20 � 91� opNE 2 0 RAINBIRD 33DNP QUICK COUPLING VALVE17 s9 4 Ti1'tTND 11°x' 2e �° ' " " s 1 E BRASS LINE SIZE GATE VALVE -1 '/2" AND SMALLER - NIBCO T-585-70-66, [1'1122 1 2 3 . e � � to 2'/:" AND LARGER -WATTS SERIES 403 -RT -RW • 7 • 17 w 11 ' " � v 2) so At " ss PRESSURE MAINLINE: SCHEDULE 40 11/2" AND SMALLER � SMA DrervE CLASS 315 2" AND LARGER - MINIMUM 18" BURY la PVC SCHEDULE 40 LATERAL LINE - MINIMUM 12" BURY 11 12 13 /4 les a ie i2 s1 0 4 7 + a s 3 1 2 3 : i —= = PVC SCHEDULE 40 PIPE SLEEVE - TWICE DIAMETER OF PIPE RANCHO VISTA PUCE PVC SCHEDULE 40 WIRE SLEEVE - 4" DIAMETER PARC ANDi MAP ADJ ' STATION �0CONTROLLER GALLONS PER MINUTE ___VALVE SIZE IR 1676TION NOTES: THESE IRRIGATION PLANS ARE SCHEMATIC FOR CGRAPHIO CLARITY ONLY. ALL HEADS, VALVES AND VALVE BOXES SHALL BE INSTALLED AND LOCATED OFF THE SIDEWALK AND EQUESTRIAN TRAIL. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER CITY OF RANCHO CUCAMONGA GUI DELI NES. NO IRRIGATION EQUIPMENT 5HALL BE INSTALLED IN COBBLESTONE AREAS. CURVILINEAR 51PE NAL THE SIDEWALK LAY—OUT 15 CONCEPTUAL ONLY. APPROVAL OF THE 51DEKALK LAY—OUT WILL BE MADE IN THE FIELD AND ADJUSTED AS NECE55ARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORK5 INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CON5TR.UCTION. NORTH 111=301-011 O 30 60 CIO 120 �0 NOSCAPE'�9 Murphy C= � R \ S.gnaavr JOB #770023 SHEET OF �w W ' ` i T Tn V 1 ul X v k 29+00 _- I --- 30+00 IRRIGATION NOTES: THESE IRRIGATION PLANS ARE SCHEMATIC FOR GRAPHIC CLARITY ONLY. ALL HEADS, VALVE5 AND VALVE BOXES SHALL BE INSTALLED AND LOCATED OFF THE 51DENALK AND EGUE5TRIAN TRAIL. ALL IRRIGATION EOUIPMENT SHALL BE INSTALLED PER CITY OF RANCHO CUCAMONGA GUI DEL I NE5. NO IRRIGATION EQUIPMENT SHALL BE INSTALLED IN COBBLESTONE AREAS. FXI(;TIN(; MMIAN IRRIGATION LEGEND SYMBOL_ MANUFACTURER DESCRIPTION PATTERN RADIUS GPM POINT OF.CONNECTION POTABLE WATER 'A' WATER METER SIZE 2" MAXIMUM DEMAND 41.0 GPM DESIGN PRESSURE 69.0 PSI CITY STATIC PRESSURE 84.0 PSI HYDRAULIC GRADIENT 1869.0 EL O RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP F,H,Q 15' 3.7,1.85,.92 30 Type Description GPM Unit PSI Loss RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP VAN 15' .92-3.7 PRESSURE INFORMATION PROVIDED BY THE RANCHO CUCAMONGA 00d RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP F,H,Q 10' 1.57,.79,.39 30 & WATER DISTRICT, CARLOS @ (909) 987-2591 ON 9-2-97. 30 O Qlu 30 0 RAINBIRD 1812samprs 15 EST PCS -030 SHRUB POP-UP STRIP 4'x14' .30 30 • 2-RAINBIRD 1806samprs 1401 BUBBLER .50 INDICATES FEBCO 825YA PRESSURE TYPE BACKFLOW DEVICE IN STONGBOX #SBBC-30AL. Sch. 401-ateral Line 16.65 00.73 , Sch. 401-ateral Line 12.95 01.74 40 3/4" INDICATES SUPERIOR 3100 SERIES N.O. MASTER VALVE. SIZE - 2" Fittings Allowance 01.92 WATER METER - TO BE INSTALLED BY R.C.W.D. OWNER TO PAY ALL FEES. LU e SIZE - 2" Highest Elevated System 26.2' Elevation Loss: 11.35 %- _ - -- - \�-----------� -- -- - -- -- --- I - - - - - - _ - - -- - -- - -- - -- -- - - _ . INDICATES DATA INDUSTRIAL L METER._ - - - - -- - ,1- _ - - - - IN ND L F OW � - SIZE -11/2" 1/2„ CALSENSE FM FLOW METER - SEE PLAN �' Ul ------------------ - - ------------------------------L------------- CONTROLLER LOCATION --- -- - - -- -- - - - -- CONTROLLER LOCATION "A" CALSENSE ET1-32-DR ----- -- RAINBIRD EFB-CP-PRS SERIES - SIZE PER PLAN \ 0 RAINBIRD 33DNP QUICK COUPLING VALVE A- -----------_---------------------INSTALLED IN A STONGBOX #SB-24SS/120V DOUBLE WIDE Q - - -----------------------------METERE'DnnO'SORE---------------------- ---- CLASS 315 2" AND LARGER - MINIMUM 18" BURY - -- - -- ---- - - - - - - -ONTR OR SHALL PROVIDE 110 POWER - -- - ----- - --- - - OW TO CONTROLLER. PVC SCHEDULE 40 LATERAL LINE - MINIMUM 12" BURY �w W ' ` i T Tn V 1 ul X v k 29+00 _- I --- 30+00 IRRIGATION NOTES: THESE IRRIGATION PLANS ARE SCHEMATIC FOR GRAPHIC CLARITY ONLY. ALL HEADS, VALVE5 AND VALVE BOXES SHALL BE INSTALLED AND LOCATED OFF THE 51DENALK AND EGUE5TRIAN TRAIL. ALL IRRIGATION EOUIPMENT SHALL BE INSTALLED PER CITY OF RANCHO CUCAMONGA GUI DEL I NE5. NO IRRIGATION EQUIPMENT SHALL BE INSTALLED IN COBBLESTONE AREAS. FXI(;TIN(; MMIAN IRRIGATION LEGEND SYMBOL_ MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI O RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP F,H,Q 15' 3.7,1.85,.92 30 Type Description GPM Unit PSI Loss RAINBIRD 1812samprs 15 SERIES SHRUB POP-UP VAN 15' .92-3.7 30 00d RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP F,H,Q 10' 1.57,.79,.39 30 & RAINBIRD 1812samprs 10 SERIES SHRUB POP-UP VAN 10' .39-1.57 30 O RAINBIRD 1812samprs 15 SST PCS -040 SHRUB POP-UP STRIP 4'x16' .40 30 0 RAINBIRD 1812samprs 15 EST PCS -030 SHRUB POP-UP STRIP 4'x14' .30 30 • 2-RAINBIRD 1806samprs 1401 BUBBLER .50 30 Sch. 401-ateral Line 16.65 00.73 CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED Sch. 401-ateral Line 12.95 01.74 40 3/4" ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. Misc Fittings Allowance 01.92 WATER METER - TO BE INSTALLED BY R.C.W.D. OWNER TO PAY ALL FEES. Componet Losses: 27.46 e FEBCO 825YA REDUCED PRESSURE BACKFLOW DEVICE INSTALLED IN A STRONGBOX #SBBC-30"-AL. Highest Elevated System 26.2' Elevation Loss: 11.35 ® MASTER VALVE - SUPERIOR 3100 SERIES N.O. ©� CALSENSE FM FLOW METER - SEE PLAN IRRIGATION CONTROLLER- CALSENSE ET1-DI'+7INSTALLED INA STRONGBOX SB-24SS/120V. RAINBIRD EFB-CP-PRS SERIES - SIZE PER PLAN 0 RAINBIRD 33DNP QUICK COUPLING VALVE BRASS LINE SIZE GATE VALVE - 1 '/z" AND SMALLER - NIBCO T-585-70-6.6, 2'/z" AND LARGER - WATTS SERIES 403 -RT -RW PRESSURE MAINLINE: SCHEDULE 40 11/2" AND SMALLER CLASS 315 2" AND LARGER - MINIMUM 18" BURY PVC SCHEDULE 40 LATERAL LINE - MINIMUM 12" BURY - = - PVC SCHEDULE 40 PIPE SLEEVE - TWICE DIAMETER OF PIPE PVC SCHEDULE 40 WIRE SLEEVE - 4" DIAMETER CONTROLLER STATION (D��VALVE GALLONS PER MINUTE SIZE 7 THE SIDEWALK LAY -OUT 15 CONCEPTUAL ONLY. APPROVAL OF THE 51DEWALK LAY -OUT WILL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. NORTH 1 11 =50 I -oil 301-011 O 30 60 q0 120 3 10 Irrigation Pressure Calculation ETIWANDA Static Pressure: 84.00 Apr -15-99 Max. GPM Demand: 82.00 Units Size Type Description GPM Unit PSI Loss 1 2" Disc Water Meter 39.00 01.30 1 2" Reduc. Pressure BFP 39.00 09.00 1 2" Globe Master Valve 39.00 01.80 1 1 1/2" Plastic Flow Meter 39.00 02.00 1 2" Brass Gate Valve 39.00 00.02 1 2" Brass Control Valve 39.00 01.80 1050 2-1/2" Cl. 315 Main Line 39.00 05.06 28 2" Sch. 401-ateral Line 39.00 00.31 45 1-1/4" Sch. 401-ateral Line 16.65 00.73 45 1" Sch. 401-ateral Line 12.95 01.74 40 3/4" Sch. 401-ateral Line 07.40 01.78 Misc Fittings Allowance 01.92 Componet Losses: 27.46 Station f: 14 A (1701.21 EL.) Min. Req'r by Head: 30.00 Highest Elevated System 26.2' Elevation Loss: 11.35 Total Pressure Req'r: 68.81 Residual Pressure: 15.19 Set Pressure Regulating Valve at: 61.71 PSI - - - - - - - - - - - - - - - - - - - - - - - - - -- 36+00 -36+00 I � I Try-, �' l r *yf 0 DSCAPE Mutrp4 f cc >k F WILSON AVE. PARCEL IUP MO. I5O41 AND LOT LME ADJ..- I JOB tnoozl crry Of RANCHO CUCAMONGA ETIWANDA ESTATES WILSON AVENUE LANDSCAPE MAINTENANCE DISTRICT IRRIGATION PLAN APPROVED BY - - i DATE:4 , CITY ENGINEER ��;�y� r✓ RCE Nd DESIGN t DRAWN - - + - - CITY CHECKED DESCRIPTION OF REVISION DATE I APPROVED F.FrIPR FORSUWSUMMERS A MURPHY, INC "W mew W"av, am sA owcxrawM w /N *am* UINDSCAK M09T" RECO�ENDED ASHEET C> --OF 2 �- DRAWING N0. _ RCE NO DATE - - -- FILE NO SHEET OF wnwlNlw „Z 1 SV38V NMVI NI 30V80 1V S038 INV -1d NI _f WAINIn .91 J J 0 z�� I I t A. 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C O L " - O �. > 7 C = � - O CL V r3 s A. 3 . _ 7 > rL. ^ _ ^ - • 3 U 1 7 '� p .�' �' - ' n CUS - ° _ = O A .>,- ,- n U _ �' .- V ; j U U = ' _- _ . _ .�-. O ^ V - O :� "7 rJ- J U . C t L O - c3 •'' Q :J = >. 3 = = G % y A u - - s -0-wj L ° A _ _ - C: " = 3 , _ I ' j G -: . _ > U u U � � 3 c 3' _ tj = R -0 14 � - U o > r- ° _ • 7 7 3 _ j = _ .3 : '7 , ^ W ^_ C) ✓' °L-, - - CS C? '3 p Q- U --, A - L z U y LJ = r V -� 0 X =� _ = V �_ .J- U ^ .- U = 'D - 7 V 'J G >' C L �' J C, -_ T _ _ ,� `- A _ .Y y 'l. O '4 ^ .� O - [3 :� , O G O O F A U sJ- L -- v ' - � O A -O ;= = A S U U U 3 �- :D G ^ •. = - - _ .. i O '3 ^ O ;3 O Q- yA O U _ y� . _ ;n rn T ? 7 U j • �- Vf V C = •Lj '� _ > y ^ G •!f , n _ u G G >, '4 >, J U . = J y ^ A V . - ` Cj - ^. -r, '- 'J' - J - c�3 C.. i O A 3 V• 3 - U U - c3 i) ^ J i U U O C _3 _ ,^- - p •-A, O " U ^7 _0 C > J 3 X A V :3 '-' R- V T- U y L p O > =' - T L: ° 7 = ` L J O A _ ^ = i3 . ^� J V h :) L. 7 A U .2 - A V rn ) Y U - A L - A V J l G "O J .- _4 -1J .l-1 = 3 .- A -3 ° >, ``-• ./. �: O .../ u l J U - O .- li J 7 ^ >O A c_- -1 .- m ' - •� ✓� U . - � = >•, ' J '� � _ A 'J . J O - � -- - J -= i = _= V� L •7 O ° , A y T U �j = 'pn r ' J ,) r - = A � -3 L - 0 .__. ,, 3 - r 'J , J :7 n = to - L n -• ., �. n O U ^ .� n i A 3 _ 3 T `' O r V y ^ :4 - U r :� `) _ �- O J A U - _ _ V = L` L � 7 .-- u O _ O A �' S� v� - - -� _ :� - _ = J L f ^ .=. v G A :A p -4 = ^ i 3 t3 = O - G _ J 2 O ^ ^U A = = J > , 7 V L -3 U G 7 � � ,% _I -t t�� - O � =4 L 'v U - - ) A V A z n 'CJ3 ^_ .._ L .n^- ,� y = ? '- - C -3 = nL '= c.. C j U "U A �; - - U : l �- - .'�, I = 9 y C :3 � V- J C � - U U ,.Jn G O '.� � U ..A ^ J V J = _1. j t A - - ;;,] �-- CS ^ '3 ., J j -- n 3 'iJ- -O �. V :� ! j _ _ ^ O L U 2 Q - , j :J J U A V -: � _ ` �' 7 --- A U U „A„ ° ^ �O, . ^ ..4 - - -0 _ J 3 y U O J A J _ -l3 ' c 7 O - O O O - A O i"3.. C4 = .�-J. U 3 O U O L �` __< -3 L U> -" J - L A .�J. V --� L A �" '3 A J G, U 3 ^ L O CD _. "3 V O 7 -t / V _J •r. ^ y J '3 S N R C3 U = - L "� , J • _ • `' LJL � �. _^. U '� ,n U -. A 15 _>^. - L y ^ >, ' U A -" U ; f G ; .-- G = T • :; - O V , ' q A .1 ` O _-^. V _ G :3 = _ < - U U U > - -4 _ / = J V V X '-' '3 L "' O ^ • U L V _, ;n . = L ^ - 7 :� C .n _ 3 > ". L C!1 A V U ^ ^-- L L - c3 U L ^ = 3 n _ .-. = _ .- :. _ / i O �_ < G rOj- A t.. -. t�j >, y O - O A V '-- _ :L _ l = ^j :A ^ = cJ _ _ - .-•• J O �; G ^ V O - O U p .3 O C3 G - 7 l V / _ J -� V '`% `�' r., V 7 ,... '7 -.i .. = Ci I� 7 C'.. - Ci 'l, ^ J - _ ,^_, 1" _ ^ !I Ci r_- - -_ / U_ ' U " '3 J _- >, " 3 a ° `u C A �. L .. L u - n - L v c y _ o U A = 3 > _ cs 3 V 1 O n = > _ >, 3 _ a " ' ' Ar ° G = - _ = y a � U - - ' 1 _ - _ v - -J N 0 3 g c3 g J ° o , _ „ u r , _ " ^ n ^ c _ _ o ^ I = - 0 3 - O r3 - ` _T s 3 _� `� _ o ° ' _ ' J �_ ' �_ _ '� J _ L _li -3 .'-� - - _ �_ _- % U = L _ "� U - %,•�- = < ::.a - O CS O �... �_ - , •> 3 ^ Uj A - lJ L V .7 - .._ ^ " ^ O A _ Ln O A ', ,� A sr.'. I O l = - L _. . O _ 'J V q CS L V = Q - r = 4•- = O p V n - L -. G = O L -- = U V U' " - - Li L A O p G_ V , _ i. L - _ _ f V O > y - = L J A O r4 . V = ,y :3 A U 3 L... _ _ .- A ./) _ - O ^ O J V r 0 A L A 7 - 0 3? -3 0 -3 O U J A U = O V I O -3 0 r - J- U - J O t3 O CD . = � y G = - ... - -^ U >, V) • - U - -3 -� V V A ^ _ = V U >' - p 1 7 - ' - ! Z v A U V >, O A :. = L = ? n V O - L CD 3 'iJ- y �:.i U" C3 :A _ tj '7 -3 = .-�. - ` , ,� ,- T t`3. - = V - i / .J :4 c.. L f3 _ ^ _ = r L ,3 .c O 3 '` rO (- U = ah. = t3 _ L f3 .J• U CS 7 _ U >, J: >, U L .> - J V _ :p 2 � V V -- _ O V V - U C "J. ,3 U = = :3 c..., Q = J = C4 A G 1 3 A ^ = 0 L ..� V = - J = L A :.S -' (, ..J. :1 - U A C L :3 .7 G U ,� ,-- t� :J V - z- 11 ;� :! i = .:C _ .1 L V < z A _LI)L C3 > C J /� n u O O vi j !D r O 7 O -A G u h ^ V 3 V ! )^ - ` O 11 V O= > r, _J < O G -0 A O= G d, 4 U= u `- -_ `AJ/ U _ 4= __�-=_ V 1 _0 -C r3 r U rL. U CA - C - J "" i U - U - _L .. ° - _ - L - _ _ = r " G LO 3 ° 3 ^- !'/" V - G --» 7 U n c7 - i- ^A -. `- = `� r-. �- .> - ^ - _ 3- ? .✓ 7 O c V A O U J = :f/ � U U j Cs L A -_ A V = J� v = A U� p _-=, V :.o O= v � � � u j ,I -11; -� � � z= u> G_� n , O � L- T n V L _ V __ U U r .7 / A _ ^3 - U CD V / � .n - _ , V L O >, - -• 'n J ^ - T L � ^ = - -^. - L G G '- _ Q L .J... `.- ,J- J J L LO L - J - - .J ^ 'Z O - y '` ,/) 5 _ V C � D - 7 •> n A -1 i •r, < .- � '� D = J -•- _^. G (J n v '7 N M '7 = A _ 7) - - v: < C. � � :fi � G � V V O -' :n U - .. 'D c.-. < t - .s. U v -- - _ - U . U _ :D - ._ G - - ; 'v < Q - o '� = u ° i, > = c < `- U ;� J; Q :n A f F- O •O 'O O :4 ^. < =3 -i .. - "" - N M , 2 - N M 7 vy O � N M 7 r' V "3 2 < = < d < ci ( v LL O w V! - -'l, J •l. L � J l - . . .4 A = J . : J J J^ 3 ; JU V O J U U V '> - U- • L _ _ = _ 33 =-_� _ _ - 7 G , .! -i - I . J- .•- - G = > ^ ^ - O LJ ^ _ .. --U _/ � U - 7 '! " U ' i -- -3 , r, - 5F E li A 7 J J . -C 7: , U � G L 0 7 > U fLO 3 _ _ -3 C - 7 I :4 > - T = - - 1 = gy - J = ._ O p U >1 p ._ U •. •.. ;. -3 ./ C4 U in i '= � ^ t U- A > J A _ _- - n - 3 •�.. , U G . T 7_ - -. > V- V _ ,r 3 u 13 L J .�- ,) � J O - = ^ J T - 3 O � O \ J _- A A C. _ - f U J li ,�; L J U -, U _ •'� .�J- - 7 C O � 0 >, U 7 S% >' f = G - ,J, `> G = , .) L r•• :J G` _ _ /� > < \ C , ,., 7 - ••• ^ O :�•• .--•. '� *"; :. '^4 -- p U T O � - = -' H U V •` = - = V 7 '-'' ^ rJ•. ,,,� U O COI A .. `- A V n - - 7 L 7 :7 '7 U , '= - _ J u _ -2 ce" � �' = `� J is ?;� � •�- .. ;� 0 ,_4 Q G i ' - U `U p G u O A - •J `J. U A p U > ' '-0 _ -7 O= 7 G ° ^. s -9 U J = _ c ; C^ G N - ^ ..� � - '7 li ^ _? U ^ " U -^ O � O ,�L C ? - ,y L V ' , \ - ; ;� _ - .7 ../ J > 'O O = V v .^_- J - - 7 U . - O 3 - '3 O J C - y J - V G - ,--•, '7 L --. ^ ^- C. > `' 7? •C. I, U V J J j U > U > ^-y3 V •G - .� U CV ^ r.- = L � 7 -' U 7 G j ^ ,- T vl . L4 L _ '� _ L p U. , O _ _' J -^. 7- - L V 7 _... O '- ..: O U = p j ^ _ . � cz - C /� 7 T z ^ V > � OL ^ %� -fl -: - _ - O '; - ^ 13 C. . - V U ^ O J =/ � •--. V U �.,0 ,� V U j 7 G ,•Jn 'O 7 > = • J '� 7 IO J J .? :! j '--' y0 � - � - ' = -j U O ^. � t� A tLj •� = ° 7 - •��'J 3 ✓- z >� . ' Mo � U --L. ,,., ' �,o = o? r O 1 A Z = c- = - = 3 ^_ o `+ sJ- = cGo n �< - - o � _4 0 -, G ' �. U > ^< _ = 3 " ° `-' ° U J � = ;r ' ' ° � � >, - f ? ': -0 ^_ z = U � ,� - V i 'ci /. ae O U L O> i- 7 % u --r O V ^ �; U j 13 .3 n = - A U -- J < - _ J • • l G ,� ^� 3 V 1-1 j G >` •. "1• U ,...., 'A A iJ/1 :3 ! O v U V - 'l, A •= O > V :"3- c3 U == O oQ '.'3. ^ L V �"' > U U - G U _ '-•, /> > _ ,�.., V U - = G .O V = 'Y, - >> > .'J- ,. A .� _ ,: V = U= _ ,. CI. %3 _T C M 4 U O 1 - _ _ _ _ U O =_ ..- -O U _ V - _. � "�_ t) V = ,J- --. f-:. Q r> i V - 3 U J .- V ^ A V V .h C V.V. >; G v -J - > z �> = A U y C O L ✓� '� _... r A '7_ C. r- O -T :' im• - _ - U u J 7 3 ,_.., _.... A OL A 7 O .3 • _. < := = ^ J-0 -7 7 ' z C - U :3 U r O G _� c -1 N - A _ 1 . - r- O y G ^-` J L 7 z '; - 7_ Jn '. - � V - -:� '. 7 "' ^ - U J ; >, -3 - L ��.. J1. _ " .. ^ 7 .•. "7 Vl .� O ,� ;� L n Jj •-'3, .•- 1 p U q ,-J J - _ ': - J r, 11, •= y U _. = O < _D J _ J >, > 7 -O .. G V '1 _G . - - ri = V J > _ = r V', U = A � U O >, i - _ >J t� . O < -.% -_ �-. r- O _> > _ �_ - O G U - n - A - U J n , - rT ^ r > - - - _ �_ U :7 ^3 �' G = 'l. 3 - CA - - ✓: O ,/; = ^ = - _ A .. �•' :/) -0 O = A .� U .- L O Cil =-'a. M .- ' % �. r, � :.4 - ^ U V U V >, L J 7 '_ N C �� ' L .. "'. t-.1 ..4 ^ :/, -� ;- A U :, '•� - -3 3 _ IO - - = C -- '" �' 7 ;: 73 = = - 7 -: _' - T .,,, � _ - y "3 'J y_ _. *t � z •^-• J ^ �' -+ - = L z A U --4 7 �.L1 N 7 .� `. 7 J :0 - n ,.. • A A p.13 O _ G - G .L. O .�JJ+LS O •7 . = i� U V :. -O �_ _ �_ - o n > y .^L. V `-� = = .= J V = G • � G :•% L V = .. ••' _ 7) irrV v p U :1 j L > . - :J C = f U � ' 3 O = V - ;) •- :�. - = - .i ,2 > L G A _ _ y - O p- _ , _ - > y ✓� L -S V 'I A j �; U -7 > O 7 LJ,J - ^ ..... i 7 --' n G ,, - - > '7. :4 �Cy :) O O ':J J > - - , '� :7 . G ^ I. '- %' N :A ✓i - -,1:11 . _ L V � -0 v; U ^ ,C1 :% > � C - J _ '3 L i•` , , T - � - • 7 j' J O �l V .G U .- -' -. = ` V 75 .- 2 __ r- - O J L• 7 .. V V) N .� .- -3 > 'J' J G O 3 J- J ^ -- U = .O i = '-J 'n - v1 , ^ 7 < C V r -^. :� y .-1 f " ^ A ,7 ^ .� �; j � ^• ,�J, .O U - .G ^ - •O' z G u Q .:.� U -' .. _ .�'.; > 7 O - U ,-. !, Z. .= L f .D `N'' t. - 8 L ^ �'4 � ^ ^ > r .r..' = - •O < ._ IV _ wrl,fir , - _� = 7 - .:3 _ = C J G G J ; ? J > ;� 7 U U - : IA G ,G - - j r - _ = J A ? :A U .� _" C. N 1p = ^ f - _ `� A C - .- :� ^ ? G G . p ' O • in = .7 _' , _ tr. .--. y ,n r , ' = o • ? `n ,n :13.._. [- ^ C.I v v .VUn • = N r ^ ^_ p 3 __ -' ✓� _ _ ' A -^J _- _ � CV -7 .O :.4 ^_, L :/) - • 7 - ' ii 4 • = f O = •r, J = U a 0iJ„ ,'. ^ ..p = r1 i M/� C � I C`4 n -- -^• A > V U = `� •r, a U = -' -, c' , � ,.q . G 3 -' > j ,� - - � G �" - ;J a: G 'L V y _' rz - � _' - - = C, - 3 J U N '7 U �_ > - U = -3 'J .- = =' p N .^-• - n 'J .�•- .- ^ G C ^ :.... `' ^ _ -= '� -' V 7 L G L . :n :� .-: -'_ - U V ,� ? :- '/^, -3 - '' U 3 rd- :n A > '� -: -' '� ^ -, f .- > O � - Z J .- U - A O - J ., - -3 - ^, - U U A i. y O V J � J A% = ^ O ; : _ .L _ '1 :1 " J , - -. L ^--.. - V � :7 A V U -1 - U > -! • r-.. .-. '� '-J > __ U > `� _ J J _ - r = ' - n < ? _ J - C J _ < �� _ ^ c! � r 7 3 -A _ y 4 -, � > > � � - -n om- O . U _, CD ^ 3 � > � � - � -0 in , _ J 7_ I =) - ^ _ �^„ J - 7 > p L - - c... = L' Z O - 3 -^. 'n - 1 9 J p � V - � _ -0., --- _G 4 '� U - V f L V > = V-' CL = On .- U A A � - .- -3 -^ - = '� - J _ " p G U ^ ` = V .'i = G 0 . - G V _ = � _ � •. -0 A i r J . _ L > U -+ . - L - - _ � _ O ... = > - > ,3 ^3 = J _ - G -N.. O =a. •l. O G - 'J.. :! O ^ V O :L U _ - 7 ,- � _ $ - O J V - y i -4 ,,, A ^ J _ '7 .. -D > s7.. - yJ, _J ' t � = ti M = =' U - U Z t z n G A J > U .^- _. n V U 'J '�' ^ >' ^ - m .- -- U < 9 C:� O '� O < ;Q v ') O V !•� •Ij � �: = L% -) U ,O -, G f - � u. J n , L _ `�% L -s A G • -� - •,p _ �' 7 l r 'l, U ,= G _ : J _ L I G A L = G . A s.. - O y � G ._ _ ^ , -. J _ - 3 �- A _L A - A _ -3 > U = - �C = 1 -0 > U = = A A U L - -... _ j - 'l, L = ^ �J V) 1 ^ 7 A > ,O .J- ^ J > _ _ ,.. V , p J -, � V U = - C ^ - • A G '� V •�-• U 3 T - - > -^. > C: --- � _ - - � > Am A U 1 ' `•� + ° '.1 U A > V- ° _ - - U ^_ - _ ^ O O - O L J - PJ, - ^ G - J O L n a :'S L, ^.� 3 .-. :, - - i :1 - - , .�•. :: V. _ p J _. U V L A .L• .... 'l, :/: V n .- < :/: < ... U U �-. < A Q Z z -S .-. V t v -.. - ,- - :/; _ - ...- - --a U = V � -3 .5.: U ; oa G A -7 < G ! - > :n -. . = A r ✓) �' G =- z J A .. .6 ( O = -L G U U 1.G > v s V n •- 0 O > - N M 4 h 6 t- Y6 > - N M 4 - N U - N M > - N d - N = ,_., N M U -- N 0 N L. i _ _ ;n U _ :A U "� U C '-.�, - _ 7 �i - O U - O > v > > U 7 = O 7 l O j - - � C - p ._ =� = J 7 ^ _ U - _ _ ,�_ O ._ 75 -' .^v- _ _ -. p = ;^ : ^ V.�- ", ` _ - �i 7. 'l, i' `� ^ - •'l. ,,J„ ., L -, •_.- O •y, ...' '.%, = .J. _ " _ = O .3 , O -0 _ 3 :3 J _ V ° -� = , >, N - :% .- _ = _i v :4 = 10 - ` j ^ i `O �.% �., O l - - >, ^% , A 7 y � - U --- r -J•• � 3 - _ _ _ - -) ° - -, . L U L 'l. p L. - :4 T ) J - n O - j l '-- •l, r U -J O .- L.. � 'j n - O ._ l 3 L n `' 'l. :� �> _ V t - % _ U - - G _ O V .� J J O � = C� "^ ,�,' O :/1 O ,'`J� p :Il - >, _ U CL _ z U = ^ y U = A U .^�- :=� - -' . U 3 G - _ ? r V T C' - - ` _ T A U , _ ,3 ^ G j .3 ^ J U ^ = �i J :.! •- -^ 0 - ;/: ^ _ U • _ ,- - A V '� J :r O - - N _- 6 � z = A = O J :� _ n ^- n U .�; 3 - � 0 ' c - j, j : L:.. _ '? G L J = - z.f - G 3 ° j _ = 3 J O = ° - n c i _ - ?' V - 1 - ; r _, ..:� _ .3 L. - . = - _ v i - O 7 = ✓ = L L. = = '.� r O _, n U m •r, j ?� '7 V U j p r+ _C j C .. _ j O > :. - ' J -_ �- N C3 7 -�, ;•1 '.'2, - L. q U _ C , '� J ? 7- O � A ^ , U J J = , , _ .i U ,•- '-J ^ 5 � = A G .O j r- - .-- U . = V y� tO. L = � ti J A J -'J� 7 C = 0 :4 -". A h � • S U - J7 J - - J '•J, j U J li _ ) - O O O :� '- L 7 U -1 `- O L -0 A .J A > = J 3 T - L = '/, .-. - _ = 7, - J U - - OJ J O C "� _ :4 h �_'� t3 A = '. .� > J -4 - . 75 _ ,Cj -O O - :°i j •.Jj 'O v C 3 A J = t ✓ :3 ;, O ., A - :0 . n V - L O - ? - L O O U V O O --� `' ,:3 V , L -- ,n _ � = � U ' ` o j O j n J , �, _ p V .% y = - U U ,J - ' - _�. ^ ° - O _ _ �_ 'J - ^ „3 ° _O ,^ l '1, L f-. ; j L r- '� :3 :� L ^ L �_ L > -.4 - .°.. _� = . L _ U v A V L 7 L= G � A L .^. C -1 C :1 b L L _ = i- - C) 11 p -� J O _` O' 3 7 ,-'J- U- L - U =. 7 = 3 = y v U O c3 , 0 _ _ V n O J O 7 ^ = r _. < > A - , - y, - _ - j O O ° = � V) A _ U '> O ^ - _ > - G = U 4. p i .- _ > . __ U _ - V U Z.. Q VJ•'--, CIS'� :� O U ,.J, = J :7 - ? r- L J ' _ p, ' J -_ ; 3 . y ^ X J O U O A "l. ? >, J V =. -- ,33 U" Cr O U _J t3 '7 V _ - A Cs j J± - U ° t7 O- p 3 G J _ .L i X 7 v = U 3 ^ O L V .7 L :L 'r. C O L " - O �. > 7 C = � - O CL V r3 s A. 3 . _ 7 > rL. ^ _ ^ - • 3 U 1 7 '� p .�' �' - ' n CUS - ° _ = O A .>,- ,- n U _ �' .- V ; j U U = ' _- _ . _ .�-. O ^ V - O :� "7 rJ- J U . C t L O - c3 •'' Q :J = >. 3 = = G % y A u - - s -0-wj L ° A _ _ - C: " = 3 , _ I ' j G -: . _ > U u U � � 3 c 3' _ tj = R -0 14 � - U o > r- ° _ • 7 7 3 _ j = _ .3 : '7 , ^ W ^_ C) ✓' °L-, - - CS C? '3 p Q- U --, A - L z U y LJ = r V -� 0 X =� _ = V �_ .J- U ^ .- U = 'D - 7 V 'J G >' C L �' J C, -_ T _ _ ,� `- A _ .Y y 'l. O '4 ^ .� O - [3 :� , O G O O F A U sJ- L -- v ' - � O A -O ;= = A S U U U 3 �- :D G ^ •. = - - _ .. i O '3 ^ O ;3 O Q- yA O U _ y� . _ ;n rn T ? 7 U j • �- Vf V C = •Lj '� _ > y ^ G •!f , n _ u G G >, '4 >, J U . = J y ^ A V . - ` Cj - ^. -r, '- 'J' - J - c�3 C.. i O A 3 V• 3 - U U - c3 i) ^ J i U U O C _3 _ ,^- - p •-A, O " U ^7 _0 C > J 3 X A V :3 '-' R- V T- U y L p O > =' - T L: ° 7 = ` L J O A _ ^ = i3 . ^� J V h :) L. 7 A U .2 - A V rn ) Y U - A L - A V J l G "O J .- _4 -1J .l-1 = 3 .- A -3 ° >, ``-• ./. �: O .../ u l J U - O .- li J 7 ^ >O A c_- -1 .- m ' - •� ✓� U . - � = >•, ' J '� � _ A 'J . J O - � -- - J -= i = _= V� L •7 O ° , A y T U �j = 'pn r ' J ,) r - = A � -3 L - 0 .__. ,, 3 - r 'J , J :7 n = to - L n -• ., �. n O U ^ .� n i A 3 _ 3 T `' O r V y ^ :4 - U r :� `) _ �- O J A U - _ _ V = L` L � 7 .-- u O _ O A �' S� v� - - -� _ :� - _ = J L f ^ .=. v G A :A p -4 = ^ i 3 t3 = O - G _ J 2 O ^ ^U A = = J > , 7 V L -3 U G 7 � � ,% _I -t t�� - O � =4 L 'v U - - ) A V A z n 'CJ3 ^_ .._ L .n^- ,� y = ? '- - C -3 = nL '= c.. C j U "U A �; - - U : l �- - .'�, I = 9 y C :3 � V- J C � - U U ,.Jn G O '.� � U ..A ^ J V J = _1. j t A - - ;;,] �-- CS ^ '3 ., J j -- n 3 'iJ- -O �. V :� ! j _ _ ^ O L U 2 Q - , j :J J U A V -: � _ ` �' 7 --- A U U „A„ ° ^ �O, . ^ ..4 - - -0 _ J 3 y U O J A J _ -l3 ' c 7 O - O O O - A O i"3.. C4 = .�-J. U 3 O U O L �` __< -3 L U> -" J - L A .�J. V --� L A �" '3 A J G, U 3 ^ L O CD _. "3 V O 7 -t / V _J •r. ^ y J '3 S N R C3 U = - L "� , J • _ • `' LJL � �. _^. U '� ,n U -. A 15 _>^. - L y ^ >, ' U A -" U ; f G ; .-- G = T • :; - O V , ' q A .1 ` O _-^. V _ G :3 = _ < - U U U > - -4 _ / = J V V X '-' '3 L "' O ^ • U L V _, ;n . = L ^ - 7 :� C .n _ 3 > ". L C!1 A V U ^ ^-- L L - c3 U L ^ = 3 n _ .-. = _ .- :. _ / i O �_ < G rOj- A t.. -. t�j >, y O - O A V '-- _ :L _ l = ^j :A ^ = cJ _ _ - .-•• J O �; G ^ V O - O U p .3 O C3 G - 7 l V / _ J -� V '`% `�' r., V 7 ,... '7 -.i .. = Ci I� 7 C'.. - Ci 'l, ^ J - _ ,^_, 1" _ ^ !I Ci r_- - -_ / U_ ' U " '3 J _- >, " 3 a ° `u C A �. L .. L u - n - L v c y _ o U A = 3 > _ cs 3 V 1 O n = > _ >, 3 _ a " ' ' Ar ° G = - _ = y a � U - - ' 1 _ - _ v - -J N 0 3 g c3 g J ° o , _ „ u r , _ " ^ n ^ c _ _ o ^ I = - 0 3 - O r3 - ` _T s 3 _� `� _ o ° ' _ ' J �_ ' �_ _ '� J _ L _li -3 .'-� - - _ �_ _- % U = L _ "� U - %,•�- = < ::.a - O CS O �... �_ - , •> 3 ^ Uj A - lJ L V .7 - .._ ^ " ^ O A _ Ln O A ', ,� A sr.'. I O l = - L _. . O _ 'J V q CS L V = Q - r = 4•- = O p V n - L -. G = O L -- = U V U' " - - Li L A O p G_ V , _ i. L - _ _ f V O > y - = L J A O r4 . V = ,y :3 A U 3 L... _ _ .- A ./) _ - O ^ O J V r 0 A L A 7 - 0 3? -3 0 -3 O U J A U = O V I O -3 0 r - J- U - J O t3 O CD . = � y G = - ... - -^ U >, V) • - U - -3 -� V V A ^ _ = V U >' - p 1 7 - ' - ! Z v A U V >, O A :. = L = ? n V O - L CD 3 'iJ- y �:.i U" C3 :A _ tj '7 -3 = .-�. - ` , ,� ,- T t`3. - = V - i / .J :4 c.. L f3 _ ^ _ = r L ,3 .c O 3 '` rO (- U = ah. = t3 _ L f3 .J• U CS 7 _ U >, J: >, U L .> - J V _ :p 2 � V V -- _ O V V - U C "J. ,3 U = = :3 c..., Q = J = C4 A G 1 3 A ^ = 0 L ..� V = - J = L A :.S -' (, ..J. :1 - U A C L :3 .7 G U ,� ,-- t� :J V - z- 11 ;� :! i = .:C _ .1 L V < z A _LI)L C3 > C J /� n u O O vi j !D r O 7 O -A G u h ^ V 3 V ! )^ - ` O 11 V O= > r, _J < O G -0 A O= G d, 4 U= u `- -_ `AJ/ U _ 4= __�-=_ V 1 _0 -C r3 r U rL. U CA - C - J "" i U - U - _L .. ° - _ - L - _ _ = r " G LO 3 ° 3 ^- !'/" V - G --» 7 U n c7 - i- ^A -. `- = `� r-. �- .> - ^ - _ 3- ? .✓ 7 O c V A O U J = :f/ � U U j Cs L A -_ A V = J� v = A U� p _-=, V :.o O= v � � � u j ,I -11; -� � � z= u> G_� n , O � L- T n V L _ V __ U U r .7 / A _ ^3 - U CD V / � .n - _ , V L O >, - -• 'n J ^ - T L � ^ = - -^. - L G G '- _ Q L .J... `.- ,J- J J L LO L - J - - .J ^ 'Z O - y '` ,/) 5 _ V C � D - 7 •> n A -1 i •r, < .- � '� D = J -•- _^. G (J n v '7 N M '7 = A _ 7) - - v: < C. � � :fi � G � V V O -' :n U - .. 'D c.-. < t - .s. U v -- - _ - U . U _ :D - ._ G - - ; 'v < Q - o '� = u ° i, > = c < `- U ;� J; Q :n A f F- O •O 'O O :4 ^. < =3 -i .. - "" - N M , 2 - N M 7 vy O � N M 7 r' V "3 2 < = < d < ci ( v LL O w V! - -'l, J •l. L � J l - . . .4 A = J . : J J J^ 3 ; JU V O J U U V '> - U- • L _ _ = _ 33 =-_� _ _ - 7 G , .! -i - I . J- .•- - G = > ^ ^ - O LJ ^ _ .. --U _/ � U - 7 '! " U ' i -- -3 , r, - 5F E li A 7 J J . -C 7: , U � G L 0 7 > U fLO 3 _ _ -3 C - 7 I :4 > - T = - - A= = gy - J = ._ O p U >1 p ._ U •. •.. ;. -3 ./ C4 U in i '= � O A It _V : .- _ _- - n - 3 •�.. , U G . T 7_ j = V O .- ._-. .= u 13 L J .�- ,) - >r: J - 7 O � 0 >, U -� >' f T c3 :,G i= _ -3,Z: U ti • G f O=- 3 T O = r O 3 C O - ^, - . . I - *"; -= = -- p A 7 n H U V •` = t) :4 L_ :3 '� V C3 7 U O A .. `- A V n O- - 7 '7 .,j =3 3 - '= .^-• O j ~ . _ -2 ce" � is ?;� •�- .. ;� 0 ,_4 Q G i ' - U `U p G u O A - •J `J. U A p U > ' '-0 _ -7 O= 7 G ° ^. s -9 = _ c A_ C^ T 3 '7 li _? U ^ -' L r ,�L C ^- ,y L V ' , .� ? .- L > - ;� _ - J > 'O O = V v .^_- U - - .=.. :-0 V-1:1 7 -3 _O :•• > J ^ '3 O J '� j A A J 4 V G - ,--•, '7 L --. ^ ^- C. � O - - V J J j := 7 r U > U ;n C -y C- - >� 'J\ ^ r.- = L � 7 -' U 7 G j ^ ,- T . L4 L _ '� '-•, .3 ^ L L p U. , O A T U T ^ -, - L V V - = O � p j ^ _ . � cz .�J• :% .. = _ _ ��/ O = _ - V ,_, _ :1 ^ -fl 7 p ... -' / = 13 C. - ") ^ O J '^ v - :3 :) •--. ry-J,. < -3 U �.,0 ,� G '� 7 IO J J .? :! j '--' � - cJ3 U •r, '>.1 V = -j U O ^. t� A tLj •� = ° ^ - 1. I ✓- z ' --L. ,,., ' O 1 A Z = c- s>•. ' = 3 ^_ o `+ sJ- = -'z " o = J o � _4 0 -, .a : i- ' �. � = 3 " ° `-' ° U J � = o v - 2 = ' ' ° � � >, - f ? ': -0 ^_ z = U � ,� '•••s t-) V .ice. - .0.. - v /. `' O _ .i 3 :,-- L O> 7' 7 O V ^ �; U j = - A U -- v O 3 < L, 13 = a V 1-1 r_; O Z � A t ! O v U V A •= O �+ - - c3 U == O '.'3. ^ L V �"' > U U - -, G >, A G L '-•, /> > p :4 = V = _ 3 V = U= _ U %3 _T C M 4 U O 1 G_ _ _ U O =_ ..- -O U _ V - � .. -3 .U- V = ,J- --. - r> i V - U J .- V ^ A V V V.- V C V.V. >; G v -J r =_, z �> = y C O F3 u 0 U C r=, OL ,. v i- .^. O .3 • >, 0 < := = ^ J-0 -7 7 ' C - U - U , _ "' cs C3 L c -1 1 . - r- O y G ^-` J L -O U Jn '. - - O _ ` -, A -2 •^4 A V A ^A _ "' ^ -3 U J ; >, !i L _. _ " .. ^ 7 .•. "7 U .� O I _+ U O' G t- •- - .•- 1 p U q ,-J J ,:-, \J _ ': - 0 •, � ._ 13 7 7 J > 7 J - j = U C.J � .- U •rJ- ,) .I = r V', U .' � U O >, i 7 •;J 7 >,.- l U J =� =� _ < � J - �-. r- O _> > _ i' 13 - U J n , ^ - _. - _ �_ U A = L J - •; A -"J �' -0 O 2 - J ^• > ' % �. r, � :.4 - ^ U V U V ^ '' N C �� ' L O � •r, .3 � T _ :, '•� - I U A V 0 = = U �: l .,,, � J - •� t - y "3 'J y_ _. O G J V i, n " .i O J U � rJ• 3 '� A U _J. J �.L1 L -7 "' p `. 7 ��.- - '^J• - n ,.. • A A p.13 O ^ J �_ G - G .L. O -, "3 •7 . = i� U V :. -O �_ _ �_ - o .. ^ _; o 7 - y O = O O ^ V 3 3 - J 7 c • C O .ij � -7 A = 3 --. V • � G A=n , O cs =_ '! -7 O v V 'r- i- _ = _. - = ^� 7 J- l/ V p -ns - 1 U n 7 �-' 7 _. C '� > L G _ J= V y - O p- ^ 7- 7 Q t > y - V U "7 .= O G -'• .: =r. .- U L Ili U J • 7 j' J O .- - > 75 'J __ r- - O J X J V n V V '� Q' L V i J '7 J- J _ / •'� / :.p Z = '-J 'n O J � C V r 7 O - U ,-. !, Z. .= .'4 ` isG •--' _ = ,- ,� - U U - ? tr. V - N M4 ,n � [- Q - N ,-... ,- r i - . O 7 _ - _ _ - CV M/� V) `,J -- N z V, O L. i _ _ ;n U _ :A U "� U C '-.�, - _ 7 �i - O U - O > v > > U 7 = O 7 l O j - - � C - p ._ =� = J 7 ^ _ U - _ _ ,�_ O ._ 75 -' .^v- _ _ -. p = ;^ : ^ V.�- ", ` _ - �i 7. 'l, i' `� ^ - •'l. ,,J„ ., L -, •_.- O •y, ...' '.%, = .J. _ " _ = O .3 , O -0 _ 3 :3 J _ V ° -� = , >, N - :% .- _ = _i v :4 = 10 - ` j ^ i `O �.% �., O l - - >, ^% , A 7 y � - U --- r -J•• � 3 - _ _ _ - -) ° - -, . L U L 'l. p L. - :4 T ) J - n O - j l '-- •l, r U -J O .- L.. � 'j n - O ._ l 3 L n `' 'l. :� �> _ V t - % _ U - - G _ O V .� J J O � = C� "^ ,�,' O :/1 O ,'`J� p :Il - >, _ U CL _ z U = ^ y U = A U .^�- :=� - -' . U 3 G - _ ? r V T C' - - ` _ T A U , _ ,3 ^ G j .3 ^ J U ^ = �i J :.! •- -^ 0 - ;/: ^ _ U • _ ,- - A V '� J :r O - - N _- 6 � z = A = O J :� _ n ^- n U .�; 3 - � 0 ' c - j, j : L:.. _ '? G L J = - z.f - G 3 ° j _ = 3 J O = ° - n c i _ - ?' V - 1 - ; r _, ..:� _ .3 L. - . = - _ v i - O 7 = ✓ = L L. = = '.� r O _, n U m •r, j ?� '7 V U j p r+ _C j C .. _ j O > :. - ' J -_ �- N C3 7 -�, ;•1 '.'2, - L. q U _ C , '� J ? 7- O � A ^ , U J J = , , _ .i U ,•- '-J ^ 5 � = A G .O j r- - .-- U . = V y� tO. L = � ti J A J -'J� 7 C = 0 :4 -". A h � • S U - J7 J - - J '•J, j U J li _ ) - O O O :� '- L 7 U -1 `- O L -0 A .J A > = J 3 T - L = '/, .-. - _ = 7, - J U - - OJ J O C "� _ :4 h �_'� t3 A = '. .� > J -4 - . 75 _ ,Cj -O O - :°i j •.Jj 'O v C 3 A J = t ✓ :3 ;, O ., A - :0 . n V - L O - ? - L O O U V O O --� `' ,:3 V , L -- ,n _ � = � U ' ` o j O j n J , �, _ p V .% y = - U U ,J - ' - _�. ^ ° - O _ _ �_ 'J - ^ „3 ° _O ,^ l '1, L f-. ; j L r- '� :3 :� L ^ L �_ L > -.4 - .°.. _� = . L _ U v A V L 7 L= G � A L .^. C -1 C :1 b L L _ = i- - C) 11 p -� J O _` O' 3 7 ,-'J- U- L - U =. 7 = 3 = y v U O c3 , 0 _ _ V n O J O 7 ^ = r _. < > A - , - y, - _ - j O O ° = � V) A _ U '> O ^ - _ > - G = U 4. p i .- _ > . __ U _ - V U Z.. Q VJ•'--, CIS'� :� O U ,.J, = J :7 - ? r- L J ' _ p, ' J -_ ; 3 . y ^ X J O U O A "l. ? >, J V =. -- ,33 U" Cr O U _J t3 '7 V _ - A Cs j J± - U ° t7 O- p 3 G J _ .L i X 7 v = U 3 ^ O L V .7 L :L 'r. C O L " - O �. > 7 C = � - O CL V r3 s A. 3 . _ 7 > rL. ^ _ ^ - • 3 U 1 7 '� p .�' �' - ' n CUS - ° _ = O A .>,- ,- n U _ �' .- V ; j U U = ' _- _ . _ .�-. O ^ V - O :� "7 rJ- J U . C t L O - c3 •'' Q :J = >. 3 = = G % y A u - - s -0-wj L ° A _ _ - C: " = 3 , _ I ' j G -: . _ > U u U � � 3 c 3' _ tj = R -0 14 � - U o > r- ° _ • 7 7 3 _ j = _ .3 : '7 , ^ W ^_ C) ✓' °L-, - - CS C? '3 p Q- U --, A - L z U y LJ = r V -� 0 X =� _ = V �_ .J- U ^ .- U = 'D - 7 V 'J G >' C L �' J C, -_ T _ _ ,� `- A _ .Y y 'l. O '4 ^ .� O - [3 :� , O G O O F A U sJ- L -- v ' - � O A -O ;= = A S U U U 3 �- :D G ^ •. = - - _ .. i O '3 ^ O ;3 O Q- yA O U _ y� . _ ;n rn T ? 7 U j • �- Vf V C = •Lj '� _ > y ^ G •!f , n _ u G G >, '4 >, J U . = J y ^ A V . - ` Cj - ^. -r, '- 'J' - J - c�3 C.. i O A 3 V• 3 - U U - c3 i) ^ J i U U O C _3 _ ,^- - p •-A, O " U ^7 _0 C > J 3 X A V :3 '-' R- V T- U y L p O > =' - T L: ° 7 = ` L J O A _ ^ = i3 . ^� J V h :) L. 7 A U .2 - A V rn ) Y U - A L - A V J l G "O J .- _4 -1J .l-1 = 3 .- A -3 ° >, ``-• ./. �: O .../ u l J U - O .- li J 7 ^ >O A c_- -1 .- m ' - •� ✓� U . - � = >•, ' J '� � _ A 'J . J O - � -- - J -= i = _= V� L •7 O ° , A y T U �j = 'pn r ' J ,) r - = A � -3 L - 0 .__. ,, 3 - r 'J , J :7 n = to - L n -• ., �. n O U ^ .� n i A 3 _ 3 T `' O r V y ^ :4 - U r :� `) _ �- O J A U - _ _ V = L` L � 7 .-- u O _ O A �' S� v� - - -� _ :� - _ = J L f ^ .=. v G A :A p -4 = ^ i 3 t3 = O - G _ J 2 O ^ ^U A = = J > , 7 V L -3 U G 7 � � ,% _I -t t�� - O � =4 L 'v U - - ) A V A z n 'CJ3 ^_ .._ L .n^- ,� y = ? '- - C -3 = nL '= c.. C j U "U A �; - - U : l �- - .'�, I = 9 y C :3 � V- J C � - U U ,.Jn G O '.� � U ..A ^ J V J = _1. j t A - - ;;,] �-- CS ^ '3 ., J j -- n 3 'iJ- -O �. V :� ! j _ _ ^ O L U 2 Q - , j :J J U A V -: � _ ` �' 7 --- A U U „A„ ° ^ �O, . ^ ..4 - - -0 _ J 3 y U O J A J _ -l3 ' c 7 O - O O O - A O i"3.. C4 = .�-J. U 3 O U O L �` __< -3 L U> -" J - L A .�J. V --� L A �" '3 A J G, U 3 ^ L O CD _. "3 V O 7 -t / V _J •r. ^ y J '3 S N R C3 U = - L "� , J • _ • `' LJL � �. _^. U '� ,n U -. A 15 _>^. - L y ^ >, ' U A -" U ; f G ; .-- G = T • :; - O V , ' q A .1 ` O _-^. V _ G :3 = _ < - U U U > - -4 _ / = J V V X '-' '3 L "' O ^ • U L V _, ;n . = L ^ - 7 :� C .n _ 3 > ". L C!1 A V U ^ ^-- L L - c3 U L ^ = 3 n _ .-. = _ .- :. _ / i O �_ < G rOj- A t.. -. t�j >, y O - O A V '-- _ :L _ l = ^j :A ^ = cJ _ _ - .-•• J O �; G ^ V O - O U p .3 O C3 G - 7 l V / _ J -� V '`% `�' r., V 7 ,... '7 -.i .. = Ci I� 7 C'.. - Ci 'l, ^ J - _ ,^_, 1" _ ^ !I Ci r_- - -_ / U_ ' U " '3 J _- >, " 3 a ° `u C A �. L .. L u - n - L v c y _ o U A = 3 > _ cs 3 V 1 O n = > _ >, 3 _ a " ' ' Ar ° G = - _ = y a � U - - ' 1 _ - _ v - -J N 0 3 g c3 g J ° o , _ „ u r , _ " ^ n ^ c _ _ o ^ I = - 0 3 - O r3 - ` _T s 3 _� `� _ o ° ' _ ' J �_ ' �_ _ '� J _ L _li -3 .'-� - - _ �_ _- % U = L _ "� U - %,•�- = < ::.a - O CS O �... �_ - , •> 3 ^ Uj A - lJ L V .7 - .._ ^ " ^ O A _ Ln O A ', ,� A sr.'. I O l = - L _. . O _ 'J V q CS L V = Q - r = 4•- = O p V n - L -. G = O L -- = U V U' " - - Li L A O p G_ V , _ i. L - _ _ f V O > y - = L J A O r4 . V = ,y :3 A U 3 L... _ _ .- A ./) _ - O ^ O J V r 0 A L A 7 - 0 3? -3 0 -3 O U J A U = O V I O -3 0 r - J- U - J O t3 O CD . = � y G = - ... - -^ U >, V) • - U - -3 -� V V A ^ _ = V U >' - p 1 7 - ' - ! Z v A U V >, O A :. = L = ? n V O - L CD 3 'iJ- y �:.i U" C3 :A _ tj '7 -3 = .-�. - ` , ,� ,- T t`3. - = V - i / .J :4 c.. L f3 _ ^ _ = r L ,3 .c O 3 '` rO (- U = ah. = t3 _ L f3 .J• U CS 7 _ U >, J: >, U L .> - J V _ :p 2 � V V -- _ O V V - U C "J. ,3 U = = :3 c..., Q = J = C4 A G 1 3 A ^ = 0 L ..� V = - J = L A :.S -' (, ..J. :1 - U A C L :3 .7 G U ,� ,-- t� :J V - z- 11 ;� :! i = .:C _ .1 L V < z A _LI)L C3 > C J /� n u O O vi j !D r O 7 O -A G u h ^ V 3 V ! )^ - ` O 11 V O= > r, _J < O G -0 A O= G d, 4 U= u `- -_ `AJ/ U _ 4= __�-=_ V 1 _0 -C r3 r U rL. U CA - C - J "" i U - U - _L .. ° - _ - L - _ _ = r " G LO 3 ° 3 ^- !'/" V - G --» 7 U n c7 - i- ^A -. `- = `� r-. �- .> - ^ - _ 3- ? .✓ 7 O c V A O U J = :f/ � U U j Cs L A -_ A V = J� v = A U� p _-=, V :.o O= v � � � u j ,I -11; -� � � z= u> G_� n , O � L- T n V L _ V __ U U r .7 / A _ ^3 - U CD V / � .n - _ , V L O >, - -• 'n J ^ - T L � ^ = - -^. - L G G '- _ Q L .J... `.- ,J- J J L LO L - J - - .J ^ 'Z O - y '` ,/) 5 _ V C � D - 7 •> n A -1 i •r, < .- � '� D = J -•- _^. G (J n v '7 N M '7 = A _ 7) - - v: < C. � � :fi � G � V V O -' :n U - .. 'D c.-. < t - .s. U v -- - _ - U . U _ :D - ._ G - - ; 'v < Q - o '� = u ° i, > = c < `- U ;� J; Q :n A f F- O •O 'O O :4 ^. < =3 -i .. - "" - N M , 2 - N M 7 vy O � N M 7 r' V "3 2 < = < d < ci ( v LL O w V! - -'l, J •l. L � J l - . . .4 A = J . : J J J^ 3 ; JU V O J U U V '> - U- L _ _ = _ 33 =-_� _ _ , ^ � U - 7 '! " U ' i -- -3 , r, - 5F E li A 7 J J . -C 7: , U � G L 0 7 > U fLO 3 _ _ -3 C - 7 I :4 > - T = - - A= = gy - O U p ._ - d O T_ G L ./ A U - : .- _ _- - n - 3 •�.. , U G . T 7_ >r: J - 7 O � 0 >, U -� >' f T c3 :,G i= _ -3,Z: U ti • G f O=- 3 T O = r O 3 C O - ^, - . . I - *"; -= = u A Is t) '7 .,j =3 :) w/ V O j ~ . _ -2 ce" � ?;� 0 i ' - `U - s A - •J i - -� U, = _ c A_ T 3 li r f S - J - r 24 .=.. L--_ � Z :� U V,` C"^ U I �11J C � Z 10 O L. i _ _ ;n U _ :A U "� U C '-.�, - _ 7 �i - O U - O > v > > U 7 = O 7 l O j - - � C - p ._ =� = J 7 ^ _ U - _ _ ,�_ O ._ 75 -' .^v- _ _ -. p = ;^ : ^ V.�- ", ` _ - �i 7. 'l, i' `� ^ - •'l. ,,J„ ., L -, •_.- O •y, ...' '.%, = .J. _ " _ = O .3 , O -0 _ 3 :3 J _ V ° -� = , >, N - :% .- _ = _i v :4 = 10 - ` j ^ i `O �.% �., O l - - >, ^% , A 7 y � - U --- r -J•• � 3 - _ _ _ - -) ° - -, . L U L 'l. p L. - :4 T ) J - n O - j l '-- •l, r U -J O .- L.. � 'j n - O ._ l 3 L n `' 'l. :� �> _ V t - % _ U - - G _ O V .� J J O � = C� "^ ,�,' O :/1 O ,'`J� p :Il - >, _ U CL _ z U = ^ y U = A U .^�- :=� - -' . U 3 G - _ ? r V T C' - - ` _ T A U , _ ,3 ^ G j .3 ^ J U ^ = �i J :.! •- -^ 0 - ;/: ^ _ U • _ ,- - A V '� J :r O - - N _- 6 � z = A = O J :� _ n ^- n U .�; 3 - � 0 ' c - j, j : L:.. _ '? G L J = - z.f - G 3 ° j _ = 3 J O = ° - n c i _ - ?' V - 1 - ; r _, ..:� _ .3 L. - . = - _ v i - O 7 = ✓ = L L. = = '.� r O _, n U m •r, j ?� '7 V U j p r+ _C j C .. _ j O > :. - ' J -_ �- N C3 7 -�, ;•1 '.'2, - L. q U _ C , '� J ? 7- O � A ^ , U J J = , , _ .i U ,•- '-J ^ 5 � = A G .O j r- - .-- U . = V y� tO. L = � ti J A J -'J� 7 C = 0 :4 -". A h � • S U - J7 J - - J '•J, j U J li _ ) - O O O :� '- L 7 U -1 `- O L -0 A .J A > = J 3 T - L = '/, .-. - _ = 7, - J U - - OJ J O C "� _ :4 h �_'� t3 A = '. .� > J -4 - . 75 _ ,Cj -O O - :°i j •.Jj 'O v C 3 A J = t ✓ :3 ;, O ., A - :0 . n V - L O - ? - L O O U V O O --� `' ,:3 V , L -- ,n _ � = � U ' ` o j O j n J , �, _ p V .% y = - U U ,J - ' - _�. ^ ° - O _ _ �_ 'J - ^ „3 ° _O ,^ l '1, L f-. ; j L r- '� :3 :� L ^ L �_ L > -.4 - .°.. _� = . L _ U v A V L 7 L= G � A L .^. C -1 C :1 b L L _ = i- - C) 11 p -� J O _` O' 3 7 ,-'J- U- L - U =. 7 = 3 = y v U O c3 , 0 _ _ V n O J O 7 ^ = r _. < > A - , - y, - _ - j O O ° = � V) A _ U '> O ^ - _ > - G = U 4. p i .- _ > . __ U _ - V U Z.. Q VJ•'--, CIS'� :� O U ,.J, = J :7 - ? r- L J ' _ p, ' J -_ ; 3 . y ^ X J O U O A "l. ? >, J V =. -- ,33 U" Cr O U _J t3 '7 V _ - A Cs j J± - U ° t7 O- p 3 G J _ .L i X 7 v = U 3 ^ O L V .7 L :L 'r. C O L " - O �. > 7 C = � - O CL V r3 s A. 3 . _ 7 > rL. ^ _ ^ - • 3 U 1 7 '� p .�' �' - ' n CUS - ° _ = O A .>,- ,- n U _ �' .- V ; j U U = ' _- _ . _ .�-. O ^ V - O :� "7 rJ- J U . C t L O - c3 •'' Q :J = >. 3 = = G % y A u - - s -0-wj L ° A _ _ - C: " = 3 , _ I ' j G -: . _ > U u U � � 3 c 3' _ tj = R -0 14 � - U o > r- ° _ • 7 7 3 _ j = _ .3 : '7 , ^ W ^_ C) ✓' °L-, - - CS C? '3 p Q- U --, A - L z U y LJ = r V -� 0 X =� _ = V �_ .J- U ^ .- U = 'D - 7 V 'J G >' C L �' J C, -_ T _ _ ,� `- A _ .Y y 'l. O '4 ^ .� O - [3 :� , O G O O F A U sJ- L -- v ' - � O A -O ;= = A S U U U 3 �- :D G ^ •. = - - _ .. i O '3 ^ O ;3 O Q- yA O U _ y� . _ ;n rn T ? 7 U j • �- Vf V C = •Lj '� _ > y ^ G •!f , n _ u G G >, '4 >, J U . = J y ^ A V . - ` Cj - ^. -r, '- 'J' - J - c�3 C.. i O A 3 V• 3 - U U - c3 i) ^ J i U U O C _3 _ ,^- - p •-A, O " U ^7 _0 C > J 3 X A V :3 '-' R- V T- U y L p O > =' - T L: ° 7 = ` L J O A _ ^ = i3 . ^� J V h :) L. 7 A U .2 - A V rn ) Y U - A L - A V J l G "O J .- _4 -1J .l-1 = 3 .- A -3 ° >, ``-• ./. �: O .../ u l J U - O .- li J 7 ^ >O A c_- -1 .- m ' - •� ✓� U . - � = >•, ' J '� � _ A 'J . J O - � -- - J -= i = _= V� L •7 O ° , A y T U �j = 'pn r ' J ,) r - = A � -3 L - 0 .__. ,, 3 - r 'J , J :7 n = to - L n -• ., �. n O U ^ .� n i A 3 _ 3 T `' O r V y ^ :4 - U r :� `) _ �- O J A U - _ _ V = L` L � 7 .-- u O _ O A �' S� v� - - -� _ :� - _ = J L f ^ .=. v G A :A p -4 = ^ i 3 t3 = O - G _ J 2 O ^ ^U A = = J > , 7 V L -3 U G 7 � � ,% _I -t t�� - O � =4 L 'v U - - ) A V A z n 'CJ3 ^_ .._ L .n^- ,� y = ? '- - C -3 = nL '= c.. C j U "U A �; - - U : l �- - .'�, I = 9 y C :3 � V- J C � - U U ,.Jn G O '.� � U ..A ^ J V J = _1. j t A - - ;;,] �-- CS ^ '3 ., J j -- n 3 'iJ- -O �. V :� ! j _ _ ^ O L U 2 Q - , j :J J U A V -: � _ ` �' 7 --- A U U „A„ ° ^ �O, . ^ ..4 - - -0 _ J 3 y U O J A J _ -l3 ' c 7 O - O O O - A O i"3.. C4 = .�-J. U 3 O U O L �` __< -3 L U> -" J - L A .�J. V --� L A �" '3 A J G, U 3 ^ L O CD _. "3 V O 7 -t / V _J •r. ^ y J '3 S N R C3 U = - L "� , J • _ • `' LJL � �. _^. U '� ,n U -. A 15 _>^. - L y ^ >, ' U A -" U ; f G ; .-- G = T • :; - O V , ' q A .1 ` O _-^. V _ G :3 = _ < - U U U > - -4 _ / = J V V X '-' '3 L "' O ^ • U L V _, ;n . = L ^ - 7 :� C .n _ 3 > ". L C!1 A V U ^ ^-- L L - c3 U L ^ = 3 n _ .-. = _ .- :. _ / i O �_ < G rOj- A t.. -. t�j >, y O - O A V '-- _ :L _ l = ^j :A ^ = cJ _ _ - .-•• J O �; G ^ V O - O U p .3 O C3 G - 7 l V / _ J -� V '`% `�' r., V 7 ,... '7 -.i .. = Ci I� 7 C'.. - Ci 'l, ^ J - _ ,^_, 1" _ ^ !I Ci r_- - -_ / U_ ' U " '3 J _- >, " 3 a ° `u C A �. L .. L u - n - L v c y _ o U A = 3 > _ cs 3 V 1 O n = > _ >, 3 _ a " ' ' Ar ° G = - _ = y a � U - - ' 1 _ - _ v - -J N 0 3 g c3 g J ° o , _ „ u r , _ " ^ n ^ c _ _ o ^ I = - 0 3 - O r3 - ` _T s 3 _� `� _ o ° ' _ ' J �_ ' �_ _ '� J _ L _li -3 .'-� - - _ �_ _- % U = L _ "� U - %,•�- = < ::.a - O CS O �... �_ - , •> 3 ^ Uj A - lJ L V .7 - .._ ^ " ^ O A _ Ln O A ', ,� A sr.'. I O l = - L _. . O _ 'J V q CS L V = Q - r = 4•- = O p V n - L -. G = O L -- = U V U' " - - Li L A O p G_ V , _ i. L - _ _ f V O > y - = L J A O r4 . V = ,y :3 A U 3 L... _ _ .- A ./) _ - O ^ O J V r 0 A L A 7 - 0 3? -3 0 -3 O U J A U = O V I O -3 0 r - J- U - J O t3 O CD . = � y G = - ... - -^ U >, V) • - U - -3 -� V V A ^ _ = V U >' - p 1 7 - ' - ! Z v A U V >, O A :. = L = ? n V O - L CD 3 'iJ- y �:.i U" C3 :A _ tj '7 -3 = .-�. - ` , ,� ,- T t`3. - = V - i / .J :4 c.. L f3 _ ^ _ = r L ,3 .c O 3 '` rO (- U = ah. = t3 _ L f3 .J• U CS 7 _ U >, J: >, U L .> - J V _ :p 2 � V V -- _ O V V - U C "J. ,3 U = = :3 c..., Q = J = C4 A G 1 3 A ^ = 0 L ..� V = - J = L A :.S -' (, ..J. :1 - U A C L :3 .7 G U ,� ,-- t� :J V - z- 11 ;� :! i = .:C _ .1 L V < z A _LI)L C3 > C J /� n u O O vi j !D r O 7 O -A G u h ^ V 3 V ! )^ - ` O 11 V O= > r, _J < O G -0 A O= G d, 4 U= u `- -_ `AJ/ U _ 4= __�-=_ V 1 _0 -C r3 r U rL. U CA - C - J "" i U - U - _L .. ° - _ - L - _ _ = r " G LO 3 ° 3 ^- !'/" V - G --» 7 U n c7 - i- ^A -. `- = `� r-. �- .> - ^ - _ 3- ? .✓ 7 O c V A O U J = :f/ � U U j Cs L A -_ A V = J� v = A U� p _-=, V :.o O= v � � � u j ,I -11; -� � � z= u> G_� n , O � L- T n V L _ V __ U U r .7 / A _ ^3 - U CD V / � .n - _ , V L O >, - -• 'n J ^ - T L � ^ = - -^. - L G G '- _ Q L .J... `.- ,J- J J L LO L - J - - .J ^ 'Z O - y '` ,/) 5 _ V C � D - 7 •> n A -1 i •r, < .- � '� D = J -•- _^. G (J n v '7 N M '7 = A _ 7) - - v: < C. � � :fi � G � V V O -' :n U - .. 'D c.-. < t - .s. U v -- - _ - U . U _ :D - ._ G - - ; 'v < Q - o '� = u ° i, > = c < `- U ;� J; Q :n A f F- O •O 'O O :4 ^. < =3 -i .. - "" - N M , 2 - N M 7 vy O � N M 7 r' V "3 2 < = < d < ci ( v LL O w V! ti 4t m ^O I o 49 �� " eor � Z. F F� 4 C/) ' C3 J 1/938 `" s L) 0 - - V-17 - o '- -11; Is O -.� . _ U _ O CO j - y -^T. 3 J J � „ _ i >+ > ' v; � L '"' C O L -0 = 'n - • L . ^ .V- c3 = G " O v) :,� ' 3 - __ r r O -3 , > c - U = .O �) `) o t-. • _ ° L .y' _ 0 :3 L = - O � , _ - L' 'l' 3 r r j O � J 3 _ L ^ O �^ 'J 1 L O G p 'f. /\ ^ > U � Ln J _ 7 r ,) `) J V > - s°. [3 U •-•' L V 3 _ , >' . '- 7 3 N � -^. OL F 7 U ^ O IO C > U ... J r, i =_� -o " �U � U ^ U ^? u LO - r s O y :3 j- t'3. ^ : .A ;) - :Z - J c V G O J = U U - L O = U> - O G -✓ A - = G 3 o v - >, ^ _^. = f _ _. _ 5 ° _ ' o o L o = " 3 - 3 -�s 3 O -3 O ."^- o L V) c C) - > - = s y J y y u - L r a - G J L L O r.J ?_ 7 v n- A U a- v' t) rVi 72�= .. _ y _ 3 y v t v c17 v )u'0 cs C] f - � •Ij ° c A = ' i o o = T c r a 3 y -�� ]G c �_ 2 J y i a `u 0 __ ��_ o O G� _ L A O - 'l. '••'�' 'l' n - � 0 t- - � 0-C U .-T = . - :," J U f± U 1 L = n 3 y � ..A L:. � r U '"." t � 1"" ,;� U > ti,. - � - V r �� 2 U h _> . V r . V,- " 'J O ° f3 - 7 -7 .:d U C L . _-. U u - 3 � G y u U � A - � U - O •O - O -. = LO X ^ G > L 11 - U N J U L O- G - r, V ..O L O v) �- v LJ � V OL -^ y O J C - - u n L U O = `' �- o _ n h _ _ U 3 - � - 3 _ O > G - r 7 U A - 0 � ; U U J, L • E T M J •O ' v - rtn 13 3 " O r = L = , ^ ^ = - = - � U ° •� = O u G U 7 .'n' 7 U .-L. '.•' O .3 x_ `' �' ° a. 13 c' C� _ y n 0 3 z T _° 3 v cs ° a n '- _o, c c>s 3 h cs a -ter ' ° > in 0 A yn o 3 O% r O r c p 3 U U L C ° U- C U 'iJ, '7 - c ^,- cS ^ U ° = U "3 U G• -> L L J^ 'f U U c3 L r- 3 '� "3 J 7 U L O J- -? U V '^.�, _ :3 3 v - y J -^ >, .,o y ,.A13 Q � ^.0 3 U O X O L`.. 'n .yv. , O • L U c 'J c3 3 , J v O r C, V O p u O� 13 0 = 7=- _ L i L= •'n -3 r � ._ 2- 3 - V - V' ° 3 L n O U _C L U u _U y n r O 0 � i r^O- J - -, Q n G 0 >� -^- '� 3 .3 A :4 J , -r U U 7 L 'n u rJ3 ') O • J U ^ t) �, M U ' L. v3 • ^ C C. ^ LS' _ _ O � -.- n 3 J L 2 : j x V = _ STORM DRAIN (TYP) —REFER TO CIVIL ENGINEERING PLANS FOR EXACT LOCA TIO, SLOPE VARIES 2:1 MAX. 2% MIN. 11+00 12+00 13+00 14+00 HANLEY AVEJ 00 �W LL �, 11 01 ■ O r1 k M1 �V��© n. STREET LIGHT (TYPl REFER TO CIVIL ENGINEERING PLANS FOR EXACT LOCATION - -, Jill I + w . ■--LiMI7 O WORK ■ OA ik ; IV "NzkoA a 1b I 15+00 %# MAW PLACE q — ----- -- --------- -- 16+00 17+00 18+00 19 00 —— - I 0 111/10 11 8I _ II i - P=696.5 I I P=695.4 P=696.0 I ( ( P=688.0 e� o �' 1 1 I 11 - � I P=689.6 o ► II I I P=697.0 i ,LEGEND (TREE PLANTING) 12- o �b, X04' / / SYMBOL DESCRIPTION SIZE SPACING QUANTIY COMMENTS LAGERSTROEMIA INDICA 'MUSKOGEE' -15 GAL 20'O.C. MULTI CRAPE MYRTLE / / PYRUS CALLERYANA `BRADFORD' 15 GAL 20'O.C. ?.! STD. o / BRADFORD PEAR 100, 0 A ' PARTHENOCISSUS TRICUSPIDATA 5 GAL 15' O.C. &4 / \ BOSTONIVY / 4 . 690 = P Guidelines for Developments in the Area of Facilities Fee Properties 13 / and /or Easements of The Metropolitan Water District of Southern California Q Q / Landscaping // o_ Metropolitan's landscape guidelines for its fee properties and/or easements are as / \ follows: / a. A green belt may be allowed within Metropolitan's fee property or / easement. / b. All landscape plans shall show the location and size of Metropolitan's fee property and/or easement and the location and size of Metropolitan's pipeline or other facilities therein. 1 4 C. Absolutely no trees will be allowed within 15 feet of the centerline of / Metropolitan's existing or future pipelines and facilities. d. Deep-rooted trees are prohibited within Metropolitan's fee properties N, and/or easements. Shallow -rooted trees are the only trees allowed. The shallow - rooted trees will not be permitted any closer than 15 feet from the centerline of the / pipeline, and such trees shall not be taller than 25 feet with a root spread no / greater than 20 feet in diameter at maturity. Shrubs, bushes, vines, and ground cover are permitted, but larger shrubs and bushes should not be planted directly over our pipeline. Turf is acceptable. We require submittal of landscape plans for Metropolitan's prior review and written approval. � / / T e The landscape plans must contain provisions for Metropolitan's vehicular STREET TREES - CITY OF RANCHO CUCAMONGA • All street trees are to be planted in accordance with City Standard Plans and Details. • Prior to the commencement of any planting, an agronomic soils report shall be furnished to the city inspector. Any unusual toxicities or nutrient deficiencies may require backfill soil amendments, as determined by the city inspector. • All street trees are subject to inspection and acceptance by the Engineering Division. • Refer to the street improvement plans for specific species, size, and planting requirements. access at all times along its right-of-way to its pipelines or facilities therein. Gates capable of accepting Metropolitan's locks are required in any fences across its right-of-way. Also, any walks or drainage facilities across its access route must be constructed to AASHTO H-20 loading standards. f. Rights to landscape any of Metropolitan's fee properties must be acquired from its right-of-way and Land Division. Appropriate entry permits must be obtained prior to any entry on its property. There will be a charge for any entry permit or easement required. CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. 0SCAPF MurphyCy Q o n Signature �l9lF OF��EO��r NORTH '. O 30 60 q0 120 • NOTE: NO TREE SHALL BE PLANTED CLOSER THAI 4' TO ANY . HARDSCAPE. • CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ; AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND' BACKFILL r REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SI [ALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT, AT NO COST TO THE CITY, n at 1 IMMAM ANY DAMAGE OF SAID UNDERGOUND FACILITIES. wwr % Nor 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN 01 L- 8 FOR IRRIGATION PLAN AND COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED. THE PLANTING L-17 FOR SHRUB PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND AiWft 9212 80.00' —— - I 0 111/10 11 8I _ II i - P=696.5 I I P=695.4 P=696.0 I ( ( P=688.0 e� o �' 1 1 I 11 - � I P=689.6 o ► II I I P=697.0 i ,LEGEND (TREE PLANTING) 12- o �b, X04' / / SYMBOL DESCRIPTION SIZE SPACING QUANTIY COMMENTS LAGERSTROEMIA INDICA 'MUSKOGEE' -15 GAL 20'O.C. MULTI CRAPE MYRTLE / / PYRUS CALLERYANA `BRADFORD' 15 GAL 20'O.C. ?.! STD. o / BRADFORD PEAR 100, 0 A ' PARTHENOCISSUS TRICUSPIDATA 5 GAL 15' O.C. &4 / \ BOSTONIVY / 4 . 690 = P Guidelines for Developments in the Area of Facilities Fee Properties 13 / and /or Easements of The Metropolitan Water District of Southern California Q Q / Landscaping // o_ Metropolitan's landscape guidelines for its fee properties and/or easements are as / \ follows: / a. A green belt may be allowed within Metropolitan's fee property or / easement. / b. All landscape plans shall show the location and size of Metropolitan's fee property and/or easement and the location and size of Metropolitan's pipeline or other facilities therein. 1 4 C. Absolutely no trees will be allowed within 15 feet of the centerline of / Metropolitan's existing or future pipelines and facilities. d. Deep-rooted trees are prohibited within Metropolitan's fee properties N, and/or easements. Shallow -rooted trees are the only trees allowed. The shallow - rooted trees will not be permitted any closer than 15 feet from the centerline of the / pipeline, and such trees shall not be taller than 25 feet with a root spread no / greater than 20 feet in diameter at maturity. Shrubs, bushes, vines, and ground cover are permitted, but larger shrubs and bushes should not be planted directly over our pipeline. Turf is acceptable. We require submittal of landscape plans for Metropolitan's prior review and written approval. � / / T e The landscape plans must contain provisions for Metropolitan's vehicular STREET TREES - CITY OF RANCHO CUCAMONGA • All street trees are to be planted in accordance with City Standard Plans and Details. • Prior to the commencement of any planting, an agronomic soils report shall be furnished to the city inspector. Any unusual toxicities or nutrient deficiencies may require backfill soil amendments, as determined by the city inspector. • All street trees are subject to inspection and acceptance by the Engineering Division. • Refer to the street improvement plans for specific species, size, and planting requirements. access at all times along its right-of-way to its pipelines or facilities therein. Gates capable of accepting Metropolitan's locks are required in any fences across its right-of-way. Also, any walks or drainage facilities across its access route must be constructed to AASHTO H-20 loading standards. f. Rights to landscape any of Metropolitan's fee properties must be acquired from its right-of-way and Land Division. Appropriate entry permits must be obtained prior to any entry on its property. There will be a charge for any entry permit or easement required. CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. 0SCAPF MurphyCy Q o n Signature �l9lF OF��EO��r NORTH '. O 30 60 q0 120 125 IDS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL CITY OF RANCHO CUICAMON TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS. PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE. CITY'S APPROVAL PRIOR TO PUILCIIpSE AND ETIWAN DA ESTATES PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: INTRAVAIA WILSON AVENUE TR.#12659 UPLAND, CALIFORNIA (909) 982-6713 LANDSCAPE MAINTENANCE DISTRICT TREEIVINE PLANTING PLAN SHEET OF PLANTING NOTES NOTE: NO TREE SHALL BE PLANTED CLOSER THAI 4' TO ANY . HARDSCAPE. 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ; AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND' BACKFILL r REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SI [ALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. SEE SHTS. L- 2 FOR LAY -OUT PLAN, 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN L- 8 FOR IRRIGATION PLAN AND COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED. THE PLANTING L-17 FOR SHRUB PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. WILSON AVE 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARC[[ITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 11 10 a e 3 4 3 2 1 10 14 1312 11 10 • A 7 • 12 NO 12 59 TRACT NO 12 31— 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF WORK, 13 PARKE 14 CIRCLE Un Y �4cl ER DRIVE ® ' ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF THAT IS �S 14 17 A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- 13 27 20 30 ® �� 23 2• 1• 4' 2• 24 2• CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF 25 24 23 4 ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 1• 27 g 23 20 • 3 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 17 24 LOT t zt �N 7 0.4 3 FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SI [ALL BE GOVERNEDI• 23 ® 21 IDT A m a ® S9 3 i BY THE INDICATED PLANT SPACING REQUIRED. `� vlsrA VERDE DRIVE 11 2 -K R. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS 3 t0 20 21 22 1 2 3 42 20 apNE ND. 1W 1 2 6 4 19 T H ; OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE X32 as 13 22 I G AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS • A it v •D AND DETAILS HER-FON.• 7 • 17 AD 21 AMA fxA DRIVE9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE 10 APPROVED BY THE CITY. 11 12 13 14 15 14 1 2 fs 103 0 0 7 0 a 4 3 1 2 3 2 1 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. RAr+c>io V157A PLACE FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL I PARCEL MAP NO. 13091 TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL TILE REQUIRED AND LOT UNE ADJ. SOIL AMENDMENTS 6- INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUST )0B (� #77W23 120 IBS GYPSUM 125 IDS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL CITY OF RANCHO CUICAMON TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS. PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE. CITY'S APPROVAL PRIOR TO PUILCIIpSE AND ETIWAN DA ESTATES PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: INTRAVAIA WILSON AVENUE TR.#12659 UPLAND, CALIFORNIA (909) 982-6713 LANDSCAPE MAINTENANCE DISTRICT TREEIVINE PLANTING PLAN SHEET OF 19 00 20+00 21+00 — 1.0% ENGINEERING PLANS FOR EXACT LOCATION 22+00 .- - - - 4 - - - .." - -- - -. ".fI 0.5% SLOPE VARIES 2:11 MA,x I')% MIN.—� a� -, 4 Vel i LSON AVENUE MViD- -- - -- --------------------- EQUESTRIAN TRAIL �" I F " • T 7-7--7 CATCH BASIN WITH STORM DRAIN CONNECTION (TYP) f I 5 4 II P=690.0 I I P=690.0 I I P=694.5 I P=684.5 I I P=682.4 i t I I ► + 1W ( I _ II I II II I I Guidelines for Developments in the Area of Facilities. Fee ro ertics, and /or Easements of The Metropolitan Water Distric of Southern California Landscaping Metropolitan's landscape guidelines for its fee properties and/or easements are as folloNvs: a. A green belt may be allowed within Metropolitan's fee property or easement. b. All landscape plans shall show the location and size of Metropolitan's fee property and/or easement and the location and size of Metropolitan's pipeline or other facilities therein. C. Absolutely no trees will be allowed within 15 feet of the centerline of Metropolitan's existing or future pipelines and facilities. d. Deep-rooted trees are prohibited within Metropolitan's fee properties and/or easements. Shallow -rooted trees are the only4rees allowed. The shallow -rooted trees will not be permitted any closer than 15 feet from the centerline of the pipeline, and such trees shall not be taller than 25 feet with a root spread no greater than 20 feet in diameter at maturity. Shrubs, bushes, vines, and ground cover are permitted, but larger shrubs and bushes should not be planted directly over our pipeline. Turf is acceptable. We require submittal of landscape plans for Metropolitan's prior review and ,%vritten approval. (See Figure 3). e. The landscape plans must contain provisions for Metropolitan's vehicular access at all times along its right-of-way to its pipelines or facilities therein. Gates capable of accepting Metropolitan's locks are required in any fences across its right-of- way. Also, any walks or drainage facilities across its access route must be constructed to AASHTO H-20 loading standards. f. Rights to landscape any of Metropolitan's fee properties must be acquired from its right-of-way and Land Division. Appropriate entry permits must be obtained prior to any entry on its property. There will be a charge for any entry permit or easement required. STORM DRAIN (TYP) -REFER TO CIVIL __ ENGINEERING PLANS FOR EXACT LOCATION t i .01 + 28 00 rXIST. MEDIAN g i u�i l+ CTYI'� 0 _ REFER TO CIVIL ENGINEER 0 W PLANS BY MDS CONSULTING. + W 00 N v � Z < U1 ....----------- MWD -I----... - , ) ..,. MWD V � -- — — — . .L WPM �' 14 J ! 13ck- 15 ! J P=686.9 1 ! P=684.2 — — — P=690.0 . � ' , l r' LEGEND (TREE PLANTINGS SYMBOL DESCRIPTION SiZE SPACING QUANITY COMMENTS e LAGERSTROEMIA INDICA'MUSKOGEE' 15 GAL 20'0.C. X13 MULTI CRAPE MYRTLE O PYRUS CALLERYANA 'BRADFORD' 15 GAL 20'0.C. 10 STD. 2. BRADFORD PEAR 1 V PARTHENOCISSUS TRICUSPIDATA t 5 GAL 15'0.C. 56 3. BOSTON IVY UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND StLALL TAKE SOLE -T— GAS J, [4 Ei,; STREET TREES — CiTY OF RANCHO CUCAMONGA • All street trees are to be planted in accordance with City Standard Plans and Details. • Prior to the commencement of any planting, an agronomic soils report shall be fumished to the city inspector. Any unusual toxicities or nutrient deficiencies may require backfill soil amendments, as determined by the city inspector. • All street trees are subject to inspection and acceptance by the Engineering Division. • Refer to the street improvement plans for specific species, size, and planting requirements. CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. NORTH 111=501-011 1=301-011 O 30 60 q0 20 PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CiTY AND LANDSCAPE ARCHITECT OF SiTE CONDITIONS WHiCH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS 7 W1ICI1 ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL 1 PREPARATION, PLANT PiT REQUIREMENTS, STAKING AND BACKFILL 12 11 REQU1RE•MENTS. 3. CONTRACTOR SHALL FAMILIARIZE HiMSELF/HIERSELF WiTH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND StLALL TAKE SOLE t110 T CT RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, 12 ANY DAMAGE OF SAiD UNDERGOUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS iN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN T11ACT NO COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND r TI IE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF -THE CiTY PRIOR TO EXCAVATION. 6. CONTRACTOR 1S RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF S ANY DAMAGED LANDSCAPE AREAS BEYOND THE LiMIT OF WORK, THAT iS A DiRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF 24 ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED 27 BY TI IE INDICATED PLANT SPACING REQUIRED. E. WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS 25 OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE• LANDSCAPE AREAS, A CONCRETE HEADER iS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CiTY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL 4 TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 S 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM Z< 125 iDS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS. PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING 21 OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR TILE CiTY'S APPROVAL PRiOR TO PURCI InSE AND VL STA PLACESIENT. SHREDDED MULCH IS AVAILABLE FROM: 20 INTRAVAIA UPLAND, CALIFORNIA (909) 982-6713 SEE SHTS. L-3 FOR LAY -OUT PLAN,L-9 FOR IRRIGATION PLAN AND L-18 FOR SHRUB PLANTING PLAN )OB #770023 1 SHEET OF WILSON AVE 7 4 S 4 3 2 1 13Q1413J 12 11 10 1 6 7 12 t110 T CT NO 12 9 T11ACT NO 12 2-_ 13 ►AR)(E .12J LOT a E41F 14 Ep DRIVE S 14 24 19 17 1s 25 25 27 28 29 27 2A 2fi 30 0 25 97� u 13 26 4� 14 19 .� 23ti 4 27 g 23 4 S 17 Z< LOT C 2E r 22 21 w 22 7 0.4 3 :> i, 21 LOT A- 2a ® 59 M3 VL STA k9 VEE DRIVE i 20 S4 `A 04 2 1 Z 59 4 murr MD. IWO-1 as 14 20 It 122 1 2 3 4 D t i 22 7 3 17 11 i 11 If, 10 sou 21 41 82 f ARENA DQE 10 11 12 13 14 ib 1t ! 4 ti U 0 a 7 a 4 3 1 2 3 2 1 RANCHO VISTA PLACE PARCEL YAP NO. 15091 AND LOT LINE ADJ. )OB #770023 1 SHEET OF P: ON 111 f Q tu lu STORM GIINEERING PLA P—REFER C EXACIVIL lu ENOCATION 71 ,I --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - t� , I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- i1-J �------------------------------------------------—---- — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - _ I 29+00 30+0C 31+00 \ I 32 00 3 3+0t, `4 X111 ;5+00 36+00 o - EXISTING MEDIAN i O I p 00 A IGf 1-4 I L JO I V AVENUE fREF TO CIVIL ENGINEER � PLAF�Y MDS CONSULTING. I ......�•.•--..� MWD11 — � MD _ MWD »»�.�•�.•• _ .. ... �.�•�..a.++... \ _ ... - _ - - - �.r MWD ... - L y s� I LU EQUESTRIAN TRAIL - - - - - - s �_ V --- ----- --- - -- - 17..Y��,R.r..,�1„.,I�.,I1R� — X owl LU > I P=671.0 I --------- P=670.3 P=670.8 P=671.4 P=670.8 P=671.3 ILU 1 2 1 1 10 g g ,� I I 7 PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE. CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPCCIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE WMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPA50tEPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED. THE PLANTING • AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. a. WHENEVER SFIRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PU)�SUANT TO CITY STANDARDS AND DETAILS HEREON. 1 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOII, TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOrIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125 IBS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVE-R AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PUItCI1nSE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: INTRAVAIA UPLAND, CALIFORNIA (909) 982-6713 STREET TREES — CITY OF RANCHO CUCAMONGA • All street trees are to be planted in accordance with City Standard Plans and Details. • Prior to the commencement of any planting, an agronomic soils report shall be fumished to the city inspector. Any unusual toxicities or nutrient deficiencies may require backfill soil amendments, as determined by the city inspector. • All street trees are subject to inspection and acceptance by the Engineering Division. • Refer to the street improvement plans for specific species, size, and planting requirements. SYMBOL DESCRIPTION SIZE SPACING QUANITY COMMENTS e LAGERSTROEMIA INDICA'MUSKOGEE' 15 GAL 20'O.C. yp MULTI CRAPE MYRTLE O PYRUS CALLERYANA 'BRADFORD'. 15 GAL 20'0:C. 1 STD. BRADFORD PEAR A PARTHENOCISSUS TRICUSPIDATA 5 GAL 15' O.C. 54 BOSTON IVY al-Imo`-�TITi 7�4i 4a� 4#4� CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. �ptADSC0,r Murphy�C'y� S g-ture 0 NORTH 1 11 =50 1.011 O 30 60 Li0 120 Guidelines for Developments in the Area of Facilities, Fee Properties, and /or Easements of The Metropolitan Water District of Southern California Landscaping Metropolitan's landscape guidelines for its fee properties and/or easements are as follows: a. A green belt may be allowed within Metropolitan's fee property or easement. b. All landscape plans shall show the location and size of Metropolitan's fee property and/or easement and the location and size of Metropolitan's pipeline or other facilities therein. C. Absolutely no trees will be allowed within 15 feet of the centerline of Metropolitan's existing or future pipelines and facilities. d. Deep-rooted trees are prohibited within Metropolitan's fee properties and/or easements. Shallow -rooted trees are the only trees allowed. The shallow -rooted trees will not be permitted an), closer than 15 feet from the centerline of the pipeline, and such trees shall not be taller than 25 feet «,ith a root spread no greater than 20 feet in diameter at maturity. Shrubs, bushes, eines, and ground cover are permitted, but larger shrubs and bushes should not be planted directly over our pipeline. Turf is acceptable. We require submittal of landscape plans for Metropolitan's prior review and written approval. e. The landscape plans must contain provisions for Metropolitan's vehicular access at all times along its right-of4vay to its pipelines or facilities therein. Gates capable of accepting Metropolitan's locks are required in any fences across its right-of- ,vN-ay. Also, any vvalks or drainage facilities across its access route must be constructed to AASHTO H-20 loading standards. f. Rights to landscape any of Metropolitan's fee properties must be acquired from its right-of-way and Land Division. Appropriate entry permits must be obtained prior to an}' entry on its property. There «ill be a charge for any entry permit or easement required. SEE SHTS. L- 4 FOR LAY -OUT JOB #770023 e, 1 r, r- -v. n r` %7I ILLI VI PLAN, L-10 FOR IRRIGATION PLAN AND L-19 FOR SHRUB PLANTING PLAN WILSON AVE 11 10 9• 7. 5 4 3 2 11Q14 13 12 11 10 9 a 7 12 NO 12 9 TRACT NO 12 9- 13 ►ARKE pRCU: E. LOT I E0. DRIVE 4 2/ 27 zs Zo 30 ® 1• 17 1` 24 25 :. 27 2e zs S 1S Wh 24 1 4 1s 27 g u m s a 17 24 L07 C 36 4 22 21 22 7 0.4 3 1. 23 LAT A ® 21 ® 59 3 < 2 VISTA VERDE D2'VE 20 A4 T► r Po. Veal oP 0 12 59 4 As 1t Gam` 1 is ll 20 111221 1 2 3 4 a 7 1 G 1. in 10 7 4 17 14 1 1 V 1 .y 3e 21 �D 91 112 ARENA p 10 11 12 13 14 13 19 I II d 1 9 / 7 f 4 ♦ 3 11:2 2 3 2 1 RANCHO VISTA PLACE PARCEL YAP NO. 15091 AND LOT UNE ADJ. JOB #770023 e, 1 r, r- -v. n r` %7I ILLI VI 11+00 =00 CERVA1 SLOPE VARIES 21 MAX. 2%-__--__-__---'�_- N 13+00 14+00 15+00 16+00 -- ------ --- ---- --------------- ---- • - t-- -- - - - - - - - +- - - - 19400 O ILD STORM DRAIN (TYP) -REFER TO CIVIL _ STREET LIGHT (7-YP)-REFER TO CIVIL (� ENGINEERING PLANS FOR EXACT LOCATION ENGINEERING PLANS FOR EXACT LOCATION O — KLSON AVENUF + z�-- _ LLJ ':�•_ �:,•�•,'-� •, /1 �I.r�. l/11 \\`\-/\1�_\�\//11\ ��+,'\1-_-1 �I1��\'�%\�'♦`/'_/I-�' x/`/1/`'1`,\_I'�; ',.N _''1 +.'�-\"1/-'r`- -r�.1 11 1,1 f. 11: i'ri.' _ - i\ \,- ,\ �.-.--• .. t - i 1 \ / \ - 1 - I - 1 r - 1 - _ / \ 1 \ 1 ` < \ ! / 1 - I . / 1 ' \ _ 1 , \ i / + \ I / IN ` �1 - _ - 1 000 \ I/ '\-�, '1 -\ '1 1 /� \/` r1'1'/ \` t' 1%1't'1' i' ) - r:�- 'I' 3 - - I \ `.' -. I 'l' - 1 'l I. 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""�. d:',rr I•,.r.+.7ln w•r wr l�i/e�. � , .. /� INTI _m • ri :•,�/ // I P=696.5 P=695.4 _ P=696.0 P=689.6 P=688.0 / ►. \ • \ool\ I 10, loo . .•: ;•:: P=697.0 I Avg, , NO. 1 \ •••• 12 I .•:•. • . ,, ... - 4 • • . , a — _ \ PLANTING NOTES • .• P=692.0 A oz 100, 4 100, / ► • • -I':\ _ • • ' P=690.4 •' • • • /� �� LEGEND SHRUB PLANTING • 13 . -I �S� •' • ' •'• • / SYMBOL DESCRIPTION ' • • / -' • •'•' : LANTANA MONTEVIDENSIS 'DWARF YELLOW LANTANA SALVIA GREGGII PURPLE AUTUMN SAGE UCRIUM CHAMAEDYS i iLu 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL '/ PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL j REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFAIERSELF WITH ALL 1L d • ri :•,�/ // I P=696.5 P=695.4 _ P=696.0 P=689.6 P=688.0 / ►. \ • \ool\ I 10, loo . .•: ;•:: P=697.0 I Avg, , NO. 1 \ •••• 12 I .•:•. • . ,, ... - 4 • • . , a — _ \ PLANTING NOTES • .• P=692.0 A oz 100, 4 100, / ► • • -I':\ _ • • ' P=690.4 •' • • • /� �� LEGEND SHRUB PLANTING • 13 . -I �S� •' • ' •'• • / SYMBOL DESCRIPTION ' • • / -' • •'•' : LANTANA MONTEVIDENSIS 'DWARF YELLOW LANTANA SALVIA GREGGII PURPLE AUTUMN SAGE UCRIUM CHAMAEDYS 1 14 CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. O �p,NDSCAPF 01 �,, tit ulphy�Cly� �l�lF OF TE GERMANDER ROSMARIMUS OFFICINALIS 'PROSTRATUS' PROSTRATE ROSEMARY MYOPORUM PARVIFOLIUM PROSTRATE MYOPORUM NORTH 11 =30 I -o I I CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS 6% 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL '/ PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFAIERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SI (ALL TAKE SOLE .� _ tib\ �� • 4. NO PLANTING SHALL BE DONE UkTIL ALL OPERATIONS IN CONJUNCTION 7 WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN '�/ SIZE SPACING QTY THE PLANTING ES HAVE AND , 1 14 CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. O �p,NDSCAPF 01 �,, tit ulphy�Cly� �l�lF OF TE GERMANDER ROSMARIMUS OFFICINALIS 'PROSTRATUS' PROSTRATE ROSEMARY MYOPORUM PARVIFOLIUM PROSTRATE MYOPORUM NORTH 11 =30 I -o I I CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS O 30 60 q0 1:20 SEE SHTS. L- 2 FOR LAY _01 PLAN, L-8 FOR IRRIGATION PLAN AND L-14 FOR TREE PLANTING PLAN WILSON AVE WHICI I ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL '/ PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFAIERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SI (ALL TAKE SOLE RESPONSIBILITY FOR THE REPAIWREPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 0 4. NO PLANTING SHALL BE DONE UkTIL ALL OPERATIONS IN CONJUNCTION 7 WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN '�/ SIZE SPACING QTY THE PLANTING ES HAVE AND , AREAS HAVE BEEN PROAL PERLY GRADED PREPARED AS SPECIFIED, AND 12 11 THE WORK APPROVED BY THE CITY. /� 5GAL q/O.C. I !�� S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF 12 ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A NO REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 5 GAL O.C. 0 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF 12 39- ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 5 GAL Z O.C. ( 7 7• QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 13 FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 5 GAL (o O.C. I WI WNEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS DRIVE AND DETAILS HEREON. /GAL H/ O.C. Z�FO CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. It THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL 10 TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL TI IE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. • 4 CY. NITROGEN STABILIZED SAWDUST is 120 IBS GYPSUM • 125 IBS GRO-POWER PLUS 29 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCiI UNDER ALL 20 27 TREES AND SHRUBS. AND BLEND INTO EDGES AT GROUNDCOVER AREAS. m PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING IS 25 OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACIOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHnSE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: t0 1; 23 INTRAVAIA UPLAND, CALIFORNIA 4 (909) 982-6713 O 30 60 q0 1:20 SEE SHTS. L- 2 FOR LAY _01 PLAN, L-8 FOR IRRIGATION PLAN AND L-14 FOR TREE PLANTING PLAN WILSON AVE )Oe #770023 1 SHEET OF 7 ... '/ A• Y it 10 0 • 7 • S 4 3 2 1 1S 14 13 12 11 10 0 6 7 0 12 T T NO 12 59 TRACT NO 12 39- 13 PARKS CIRCLE LOT YER DRIVE 14 10 t � sl S 27 is 30 30 r 2S 29 17 t0 2S 97 24 20 27 20 m IS 25 20 5~ 24 t0 1; 23 4 10 27 23 0 S 17 2422 IDT C 20 t 22 21 7 0.4 3 :> 10 23 ® 21 LOT A Za 59 m ® 3 u i 2 VLSTA VERDC DRIvE i 20 f4 17 OQ' 0 12 39 4 77i/ICT ND. lb OD'} Lp\� 1 2 19 20 21 22 1 2 3 4 0 10 as 1 ; W 10 22 s 0 7 0 /7 1♦ >• q i 21 00 01 02 0 ARE>.A OR" 10 11 12 13 14 IS U /0 Q fl fJ 0 0 7 1 0 4 3 1 2 ] [IT 1 - RANCHO VISTA PLAU f PARCEL UAP NO. 15091 AND LOT LINE ADJ. )Oe #770023 1 SHEET OF 19 00 1,10+00 21+00 ---- - --- - - - - - - - -- - - - - - - - - -- - - - - -- - - -- -- - - - rl SLOPE VARIES 2:1 MAX. 2% MIN.— - - - - - - - - - ---- --- - -- - - - � -- - - - - - - 1-- - - -- - - _ _ - - ---- - - --- - - - - - %, �I :14 O STREET LIGHT (TYP)-REFER TO CIVIL \ Ld O ENGINEERING PLANS FOR EXACT LOCATION J� `� I L...�O ` A x/ ENUE W O 1.0 -A LIA+ - % )% i •tom '. 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[�.a. .! �j{•f�{i ,rte J _i �'1. 1-`��f�sr' -�v� �� r�` is .. %�.} ,�,rt 4yty�•, 1(J't' r ��-t�/{ i4 ` /\ tel, il� \i�-s_ i � l� i\ 1 \ _— _. _ .__ ��' \� / s /_ Iri_I-.��1� ' •!�•_�t'�\i�it;.11hi Y�fJh.71//Cijr; ;`�Iti `�i+^rt•• '_J�LJ.I!s, t•�\'[�1i��j.L1:_'_i�� IJI�v..�v_'__ _ _ ._._.. .----- - - -----r--- ------ -----"�'I_r�\� ��r lt.�.i'1:�ie1 -[.'i .. _: .. - - - ",' ,� EQUESTRIAN TRAILX. — '�" QSf { 7 i -S' x �r r --,TAT T -.� r -R S�_^G r._ :.-•• ,•-. �. r� .�., —:tree �. K �: , —r+ +e.r: +�.. •: _ \ .- - �� •" � ♦-='.e•c �"' ;i� �`A�" ., � ...��-� ;,-=Ap gtF � 1kfAah°`,��'.!� _, . - � _'�R► �- _. _ i r •.1...4. �. .vim'. 1�� •'�- � • -7. ��l L � � -- 1 CATCH BASIN WITH STORM DRAIN CONNECTION (TYP) I I I I 5 `tI P=690.0 I ( P=694.5 P=684.5 I I P=682.4 P=690.0 I( I I I I I I I I I i t I I I i STORM DRAIN (TYP) -REFER TO C ENGINEERING PLANS FOR EXACT Ld LEGEND -(SHRUB PLANT NG SYMBOL DESCRIPTION .. SIZE SPACING QTY f S • LANTANA MONTEVIDENSIS 'DWARF YELLOW 51GAL Lp O.C. 'Lr'J4A •'' LANTANA SALVIA GRE GGII ' 5 GAL O.C. PURPLE AUTUMN SAGE TEUCRIUM CHAMAEDYS 5 GAL O.C. I �� I GERMANDER I " - ►MARIMUS OFFICINALIS `PROSTRATUS' 5 GAL O.C. ROS 1 I PROSTRATE ROSEMARY t ', 1 MYOPORUM PARVIFOLIUM j GAL 8' O.C. 1*7- PROSTRATE MYOPORUM r CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. • o �p,NDSCAPF� Murphy Cin * 77- g>k I � s�pnal,h �_ft 0 NORTH III =301 011 O 30 60 q0 120 T lel lq H T EXIST. MEDIAN O lL1 � I.1 N OE- 1w + WILSON AVE N ls) PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHIICI I ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SI [ALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH ,THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED. THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND TI IE WORK APPROVED BY TITE CITY. S. ALI. PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT 1S A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY TI IE INDICATED PLANT SPACING REQUIRED. A. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL TI IE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FI 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125 IBS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: INTRAVAIA, UPLAND, CALIFWNIA .(909) 982-6713 E I• '1 �1 � I.1 SEE SHTS. L- 3 FOR LAY -OUT PLAN, L-9 FOR IRRIGATION PLAN AND L-15 FOR TREE PLANTING PLAN JOB #770023 1 SHEET 0F N WILSON AVE F2 9 9 7 93`4 S 1 1 15 14 13} 12 11 10 9 9 7 12 10 11 T CT 110 12 '9 TRACT No 12 S9- 13 ►ARKS gRCLE IAT i DAVE ® f 'Sr `l S u 19 n zs 29 1E n 29 i9 2A 27 2D 29 30 ® 2g P7 24 13 �y�r 1, 4 ti 27 g 23 6 3 24LOT 22 21 ^W 7 0 4 3 ,7 C 22 4 u W t9 23 ® 11 LOT A ,. aD 59 3 i „ 9vi 224 VISTA VERDE DRIVE 20 L1 2 12 59 4 TRACT ND, isfleA-'1 asGD 1 i T121flllT2 / 2 3 4 9 19 I ,. • 7 9 V i IS v s 19 21 90 h 92 9 17 2, ARENA DRIn 10 11 12 13 14 13 19 IS IM 11 >J 9 9 7 9 6 4 3 1 2 3 2 1 RANCHO VISTA PLACE PARC'<L WAP NO. 13091 AND LOT L91E ADJ. JOB #770023 1 SHEET 0F m m o_ 11 ,�2rN5�r,r Uc4frbyp) ----- — — --------- ----- ��-------'- -- ----- -- -- - ------ ------------------------------------L------------------------------ -----------------------------1--------------- '------------------------------------------------------------------------------------------------- -------------------------------------- `� I 28 0CI 29+00 30+00 3' +("r) �' •X11 ?'4 �'�C' 35+ JO 36+00 7 — ----- ----- - - - - + - - - - ; - --- -- --- - -t - - - --- -- -- - p I O EXISTING MEDIAN I W � 0V ' I I 11� 5 o N i" : Y I `� STORM DRAIN (TYP) -REFER TO CIVIL: 1 + ENGINEERING PLANS FOR EXACT LOCATION , -A \ 1 /• 1 � \ I \ \ -/ r- �'lI \r r r •� I • .'� .i, v �- J I.y 1 , i a... \ - 1.1.7 M'U - e ! 1 e 1• - r s a .ir , < I a t / r ti ^1 I • r J 1` r • r ° • ► y�— ► ► i .l i• • , ,f�' • a ► < 4' rrff 4': D < - s r < f l 'r e • I ♦. , . ° ► ► • • ice- i . • 1.1 �J� i l - ° ► • • • xis- T. � • �l� n ^I J•` T .r' r .J 'rSr I'ir 4; .t 4• - �• `r 1 � J •I r r f I }• 1 r r L r ' �. r' • . J 1. .r rl• I I r ! _ .1 C ) f, f. ,j. 1 �:ct . � r. f" 1 EEt nT.._. _.t. � 11:Irr_ � • � �_ � �' ,�1 � t � _ -- - -- - - - - -. )5 _f.Cl ,f .; _r`. ------------.. -.`----_----- .-a.�cm cm ficx_�cx__. � _Ll :!` - .•_ - _.�. - - _.,..•-- .�,•.rrtY., �_,�r_ .. :� _ ' ,.-P'.�l•lI�{_, ,.t/%'li.•. .•r. f5 rt.i, — - - - - -- - - - --- ------ - -- -- - - - _. _ ..... ., --._ ._ "- - - _ _ - Acm -_-- !Y — _Acp6oxcpmcx6p1v%.pqp 06 mc I s� EQUESTRIAN TRAIL �o l so '�,T,,� s� 1 r tr.r.� , �, �" ''.,,,�'T'.':.t�"*:v.�".�`T-rte`- , : vrF. fir- .�Cc4q-•'...,�. r+ t �• ,Tt-.--r s+�,r"t •'^-_•'+^. Ce-e+� =+-.�T •!: xrr �r- .±;'��r,,rj—;�'�''"��.?� .77)'7�' T';!'Tt. i•—• . e►sw,Jwi► . �v� .. ' �si��ieti:�'�► ,1r_'a�'i�rriiii�i� `..L.:.L Y.ti _;. I j / I I K UA P=671.0Lu -_ P=670.3 P=671.4 P=670.8 P=671.3 _-- ---- 12 11 P=670.8 10 9 8 7 CURVILINEAR SIDEWALK SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE SIDEWALK LAYOUT WILL BE MADE FROM THE APPROVED CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LOCATION MAY REQUIRE FIELD ADJUSTMENT AS NECESSARY TO MEET FIELD CONDITIONS, AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. ,LEGEND (SHRUB -PLANTING) S.YMBbL. ,,DESCRIPTION SIZE LANTANA MONTEVIDENS IS 'DWARF YELLOW r GAL t LANTANA-- « ► .. - SALVIA GREGGII, `1 5 GAL t PURPLE AUTUMN SAGE TEUCRIUM CHAMAEDYS '5 GAL • t GERMANDER i ROSMARIMUS OFFICINALIS 'PROSTRATUS' "' 5 GAL PROSTRATE ROSEMARY MYOPORUM PARVIFOLIUM j GAL PROSTRATE MYOPORUM 1 o�p,NoscCox cc �F spnetun �lgrF OF'� SPACING QTY g1O.C.� CONDITIONS WHICH PREVENT .INSTALLATION PER PLANS AND ( 10-c. 1 b O.C. I- 8' O.C. NORTH 111 =501-011 O 30 60 (10 120 PLANTING NOTES I. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE ' CONDITIONS WHICH PREVENT .INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WIICI I ARE NOT INSTALLED PER PLAN AND SPECIFICATION r 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL SEE SHTS. L-4 FOR LAY -OUT PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL PLAN AND L-10 FOR IRRIGATION REQUIREMENTS. PLAN 3. - CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 1 WILSON AVE 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WIT11 THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE.BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND 10 1 f 7 f s 4 3 2 1 13 14 13 12 11 10 9 TI IE WORK APPROVED BY THE CITY. 12 11T NO 12 9 TRACT NO 12 SII - 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY 13 P'E 14 gRCtE S F4 IDT a own 1f cl 5 AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF 27 ®Wh`' �� 17 t4 25 tR 24 n 2e 2f ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A 1S 24 1• 24 4 REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. r tf 25 27 g 20 23 f 3 Q CONTRACTOR 1S RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEh1ENT OF t7 12 24 LAT 2a r ZZ 2t 4► 7 0,4 s9 s ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS tf 13 0 . 21 1m A � , 91 ® 3 „ 2 A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- fu p �� VISTA IMIX DWvE V 20 2 CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF 12 59 ' IPIOZT D. sve4� 1 s ORIGINAL WORK OR PLANTS, UNLESS OTHI'RN ISE APPROVED BY THE CITY. It 20 211221 1 2 3 4 3 19 1 ro QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. f y� r y yt FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SI TALL BE GOVERNED f 7 57. 17 10 m BY TI IE INDICATED PLANT SPACING REQUIRED. AMNEO+A DRrvE 10 S. WI IENEVER SHRUD/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS 11 12 13 a 1a t• 10 It r M f f 7 f s ♦ 3 1 2 3 2 1 OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS RANCHO VSSTA aIA E AND DETAILS HEREON. �'� uAP 1sof1 AND IAT UNE ADJ. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOI1. JOB #770023 TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THC REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. • FT. CITY OF RANCHO CUCAMONGA 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125 IBS GRO-POWER PLUS ETIWAN DA ESTATES 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS. PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING WI AVENUE TR.#12659 OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL -SON SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCIInSE AND IS AVAILABLE FROM: LANDSCAPE MAINTENANCE DISTRICT PLACEMENT. SHREDDED MULCH INTRAVAIA SHRUB PLANTING PLAN UPLAND, CALIFORNIA (909) 982-6713 APPROVED BY 1 ��,N • — DATE:l4=c`�T SHEET OF 4 O y ► Wr J w V�O O 1 0 ynn-` O q . O LL N tC Ypo ` s o ' p� �� O OLL ti � lye x. a U W° a �� Ix >> ' ZQ cl �� Q+ p J u p x _N. zvU. LC ZZ-) }x wa _i �� I maims �• LL wW zN O� =v. F vOio a� �� a �v IOU iR Uw ?w w x p z �a n _ z LU 0a n 0 zz -iM RI V)0 00 gL) aM �, gg CO LL Fw-0U' Wa is - Sl .. 1 �• r M1 , p J z z V O Q w z J y O .. a tN ui Iii i "J Q N c ,O0 rn W) 4- U • w Z - w L' �' qq ', ,'• .tr". �2 T—OD Q �. OF -QF - O OZ �- °•4~ ca o.E 3 0 m o WO 0 k as v o,co a+ b Off= �QZaaio.., °' cn O w Q __J O co o 3 r Ca LL a� r,J as 0�UOOZ I Z LL�•�0- mai 5 mow �.° ' z ZZOMO `d �.d °CIS.n 3'� 3 a? 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V) W a IJ Z U 7 f N O < - - — 2 m s� O J 0 3 -_-_-III- W F- a UZ<0 ~ O WW W ZVO <x 111_ W. < < s = WQ Z ', N .N.<Ln r W 0 N a a J W N r'1 •' W W LL.. m a N O —� O 3 V,ZA T t O a LO = z J O CL 3 C) 0 w LL ~ Uw Q < o a < Q O �� z U Q WO U 0 U)z_ v� W Q l z wC — Q 0 w U W w< U W W O a= �o = z _ O U vw <<l z c� K Q z0 a U 46 U_ O Q %� I I U i 4 S IiC/l=iU UNIlNV Id G`r��ECj 188 �/ 444 O � � o 7 LU Lu V In LU Imo/ Quj �cc i N moo q`u� t�1 a 0 i 0 G 'Wa Q ww Lu g !` to o U W �_ y QLu 00 > ZFy- Z ^wz� p a0 W o0Op ^Z Jd `v'rnz� .0 FQ� wx- M V1 z � I— w c7 � � < w w Yl z Vi >ONwWa>ZN Q NZ` p zLL F- W zlY�-CLz ww pw DZMF--4c a aZw0ww�>p Q WOF- xaJw�z U a0g0<00F-aw QWn. _0W? UWU-ZpM U w00m0 W a�t`axm-12w X J.:(4 .i4 6461.:cO NIW „4 0 a z ~ z p Q m S LO a LA 0 >_ z Z 0 Q 0 < z o J u Z Or f2 g < O = 1. O Q w ~ ov 3 0 0 z I Q O F U U w 0 N w `�) < W < H Lr L` Q _� 0 O O f11 � < QW Lnz 1 < Z) p O �z 0 O O to (L O < _ C U ap < H cr �� C Z W Q W = W iD _ > Q U U ooZ ? < JU LA Z z a f- < Z cr O W cr < =J FK I U U Z)� W < J Z Q aV)0nO O< j Q z Z cr t- z w - W U 0g JO in U O m d � Z > CL _/ • W .= ry V �. U O z _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U LL - < ti O, m W W J -' w= Z .n 0�< F-Lj UW a>t,<O fY OW '�tYraO _ JW =U W O 0 0 to O 0 tw< w = = p JPO r O Z w �> m= U'=0 Ow Ja ��L.z 1� > N J I� N3? z3J aWjoEn W z aw z Na tn� 3 _ Z O LJ w O W' ��3 a_3WLW at o� �a��v'a OZ a<LJ Z tl<� O�>OQ m0 a0 =F-O-WU owa < �aU aZ.- as Om 0<XDcruLA C L 0•- w 53,y. tnw ZD <= 3m' W Z ir W J U0Oir000 Wm0=«0 mNQ43a0 Opoo 00-1 wtoUOcrW r< x Z 0 a= a3DJ0D? o-ILLZtl)• d 0 Li Y w ~ o Z z < ir u m _ H J CY WZ og 0 uw a U tY Z �a NO O(5 p> Z< CL aU. W Oww tr=U �0Z J U tl t v) OZ w N w J F- D Zw . _ OZ of WO 0w4�w jz Q0EnL 00 - or m000 Qow wUF zoW UZZo wU gZm 050? w0 awl Y'ow< �Z wN OpV) zN a - w O Owl or ui JZ' Ow of n TJ< w 0z O O z to OV,Q,. Om <0 JO UWar 1-� O <z 0 Z N Z w Z O �� J �g zUg0w�INoOW <JVw�` <) J( OW L cr Ft�n"pZ009ww << t',<a< Ln &_; Z W2w mew:S v of Q �Ovi aJmD Uz0 T ZN w -,ln Ud W U Z J > Ja� =�Icrv10J < V) n. 3 FA V) w ri 0 N Z LL z J z < J m < o _ 2 Ix LLO Y. 3W �.O aN rLLJ >-- �0O NV) L- Ztj J� mr-QQ, m� Z • O 1"), _0O Wz00 r -Q YUP'3m ~O W ^t�� < O U Z<t,�WQ OV UN W W Z 0 > Q � O `^ V j Zu ~ N W W W t O U W t W Z Q W WCl) co ce J ?- U Z _ d to W W Cl)i C/ W Q W z 0 W> Z = Q aF- N � _ U zz_ Wiz LaiZ 0 o Q� - < Q Z J g Q �r � o 0 ir i< WJ5 zz F- U.r aL a a O W U Q U �W N W m W o z LJ i"' J Z �W i r Y (L )- a W ' Q: Q U o 0 01 I I 1 ` J - r v)< 3za 3 ELLnM- z�xlc t: ww n 000-1 O W Ir W W Ui OU J O a�-0 Ji /-- =w J r� F Q W .;L UOKO V a O�VfO Lj _ >�O �W� O 0 W � .Kv)o 0~ a<oW M0 III <O, CL X, W Z Z CL a3CN zw,a0 Ui ~LL w�Z,y �o zZ•) aFP a o ¢ U) III— LO 00�� Q�� j YO p�ON —.� Z �A z 4 N=W <W OJMZZ III O v7 LL 3 a w 3 d° O III I I I—III -i 11- J o S o (0 ob o I I— � I_ 1= =I 11— 1 1= 711Il�ll� ,III: o (� 53VI z Q I__� I—I I—III- o U a o T -- -- - =Y =1 i t=1 I I=1 o z W J/ �_�---_I I_I i I I I I- 3 Vol Ln Q m _III -III— I It 1 z o cr --' s a < Q 0 l I- I— ISI—;�iI- J �o LO Luz o 1 Lu . w —SII --I o Wo < - --II III_=III: ��z�� a=w 0� III- =III 111 III II1- > a �Z Q W N3Q as Iil I _ t j i tr a Wr a I III - I_ _III—III. V) W a IJ Z U 7 f N O < - - — 2 m s� O J 0 3 -_-_-III- W F- a UZ<0 ~ O WW W ZVO <x 111_ W. < < s = WQ Z ', N .N.<Ln r W 0 N a a J W N r'1 •' W W LL.. m a N O —� O 3 V,ZA T t O a LO = z J O CL 3 C) 0 w LL ~ Uw Q < o a < Q O �� z U Q WO U 0 U)z_ v� W Q l z wC — Q 0 w U W w< U W W O a= �o = z _ O U vw <<l z c� K Q z0 a U 46 U_ O Q %� I I U i 4 S IiC/l=iU UNIlNV Id G`r��ECj 188 �/ 444 O � � o 7 LU Lu V In LU Imo/ Quj �cc i N moo q`u� t�1 a 0 i 0 G 'Wa Q ww Lu g !` to o U W �_ y QLu 00 > ZFy- Z ^wz� p a0 W o0Op ^Z Jd `v'rnz� .0 FQ� wx- M V1 z � I— w c7 � � < w w Yl z Vi >ONwWa>ZN Q NZ` p zLL F- W zlY�-CLz ww pw DZMF--4c a aZw0ww�>p Q WOF- xaJw�z U a0g0<00F-aw QWn. _0W? UWU-ZpM U w00m0 W a�t`axm-12w X J.:(4 .i4 6461.:cO NIW „4 0 a z ~ z p Q m S LO a LA 0 >_ z Z 0 Q 0 < z o J u Z Or f2 g < O = 1. O Q w ~ ov 3 0 0 z I Q O F U U w 0 N w `�) < W < H Lr L` Q _� 0 O O f11 � < QW Lnz 1 < Z) p O �z 0 O O to (L O < _ C U ap < H cr �� C Z W Q W = W iD _ > Q U U ooZ ? < JU LA Z z a f- < Z cr O W cr < =J FK I U U Z)� W < J Z Q aV)0nO O< j Q z Z cr t- z w - W U 0g JO in U O m d � Z > CL _/ • W .= ry V �. U O z _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U C L 0•- w 53,y. tnw ZD <= 3m' W Z ir W J U0Oir000 Wm0=«0 mNQ43a0 Opoo 00-1 wtoUOcrW r< x Z 0 a= a3DJ0D? o-ILLZtl)• d 0 Li Y w ~ o Z z < ir u m _ H J CY WZ og 0 uw a U tY Z �a NO O(5 p> Z< CL aU. W Oww tr=U �0Z J U tl t v) OZ w N w J F- D Zw . _ OZ of WO 0w4�w jz Q0EnL 00 - or m000 Qow wUF zoW UZZo wU gZm 050? w0 awl Y'ow< �Z wN OpV) zN a - w O Owl or ui JZ' Ow of n TJ< w 0z O O z to OV,Q,. Om <0 JO UWar 1-� O <z 0 Z N Z w Z O �� J �g zUg0w�INoOW <JVw�` <) J( OW L cr Ft�n"pZ009ww << t',<a< Ln &_; Z W2w mew:S v of Q �Ovi aJmD Uz0 T ZN w -,ln Ud W U Z J > Ja� =�Icrv10J < V) n. 3 FA V) w ri 0 N Z LL z J z < J m < o _ 2 Ix LLO Y. 3W �.O aN rLLJ >-- �0O NV) L- Ztj J� mr-QQ, m� Z • O 1"), _0O Wz00 r -Q YUP'3m ~O W ^t�� < O U Z<t,�WQ OV UN W W Z 0 > Q � O `^ V j Zu ~ N W W W t O U W t W Z Q W WCl) co ce J ?- U Z _ d to W W Cl)i C/ W Q W z 0 W> Z = Q aF- N � _ U zz_ Wiz LaiZ 0 o Q� - < Q Z J g Q �r � o 0 ir i< WJ5 zz F- U.r aL a a O W U Q U �W N W m W o z LJ i"' J Z �W i r Y (L )- a W ' Q: Q U o 0 01 I I 1 ` J - r v)< 3za 3 ELLnM- z�xlc t: ww n 000-1 O W Ir W W Ui OU J O a�-0 Ji /-- =w J r� F Q W .;L UOKO V a O�VfO Lj _ >�O �W� O 0 W � .Kv)o 0~ a<oW M0 III <O, CL X, W Z Z CL a3CN zw,a0 Ui ~LL w�Z,y �o zZ•) aFP a o ¢ U) III— LO 00�� Q�� j YO p�ON —.� Z �A z 4 N=W <W OJMZZ III O v7 LL 3 a w 3 d° O III I I I—III -i 11- J o S o (0 ob o I I— � I_ 1= =I 11— 1 1= 711Il�ll� ,III: o (� 53VI z Q I__� I—I I—III- o U a o T -- -- - =Y =1 i t=1 I I=1 o z W J/ �_�---_I I_I i I I I I- 3 Vol Ln Q m _III -III— I It 1 z o cr --' s a < Q 0 l I- I— ISI—;�iI- J �o LO Luz o 1 Lu . w —SII --I o Wo < - --II III_=III: ��z�� a=w 0� III- =III 111 III II1- > a �Z Q W N3Q as Iil I _ t j i tr a Wr a I III - I_ _III—III. V) W a IJ Z U 7 f N O < - - — 2 m s� O J 0 3 -_-_-III- W F- a UZ<0 ~ O WW W ZVO <x 111_ W. < < s = WQ Z ', N .N.<Ln r W 0 N a a J W N r'1 •' W W LL.. m a N O —� O 3 V,ZA T t O a LO = z J O CL 3 C) 0 w LL ~ Uw Q < o a < Q O �� z U Q WO U 0 U)z_ v� W Q l z wC — Q 0 w U W w< U W W O a= �o = z _ O U vw <<l z c� K Q z0 a U 46 U_ O Q %� I I U i 4 S IiC/l=iU UNIlNV Id G`r��ECj 188 �/ 444 O � � o 7 LU Lu V In LU Imo/ Quj �cc i N moo q`u� t�1 a 0 i 0 G 'Wa Q ww Lu g !` to o U W �_ y QLu 00 > ZFy- Z ^wz� p a0 W o0Op ^Z Jd `v'rnz� .0 FQ� wx- M V1 z � I— w c7 � � < w w Yl z Vi >ONwWa>ZN Q NZ` p zLL F- W zlY�-CLz ww pw DZMF--4c a aZw0ww�>p Q WOF- xaJw�z U a0g0<00F-aw QWn. _0W? UWU-ZpM U w00m0 W a�t`axm-12w X J.:(4 .i4 6461.:cO NIW „4 0 a z ~ z p Q m S LO a LA 0 >_ z Z 0 Q 0 < z o J u Z Or f2 g < O = 1. O Q w ~ ov 3 0 0 z I Q O F U U w 0 N w `�) < W < H Lr L` Q _� 0 O O f11 � < QW Lnz 1 < Z) p O �z 0 O O to (L O < _ C U ap < H cr �� C Z W Q W = W iD _ > Q U U ooZ ? < JU LA Z z a f- < Z cr O W cr < =J FK I U U Z)� W < J Z Q aV)0nO O< j Q z Z cr t- z w - W U 0g JO in U O m d � Z > CL _/ • W .= ry V �. U O z _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U LL z J z < J m < o _ 2 Ix LLO Y. 3W �.O aN rLLJ >-- �0O NV) L- Ztj J� mr-QQ, m� Z • O 1"), _0O Wz00 r -Q YUP'3m ~O W ^t�� < O U Z<t,�WQ OV UN W W Z 0 > Q � O `^ V j Zu ~ N W W W t O U W t W Z Q W WCl) co ce J ?- U Z _ d to W W Cl)i C/ W Q W z 0 W> Z = Q aF- N � _ U zz_ Wiz LaiZ 0 o Q� - < Q Z J g Q �r � o 0 ir i< WJ5 zz F- U.r aL a a O W U Q U �W N W m W o z LJ i"' J Z �W i r Y (L )- a W ' Q: Q U o 0 01 I I 1 ` J - r v)< 3za 3 ELLnM- z�xlc t: ww n 000-1 O W Ir W W Ui OU J O a�-0 Ji /-- =w J r� F Q W .;L UOKO V a O�VfO Lj _ >�O �W� O 0 W � .Kv)o 0~ a<oW M0 III <O, CL X, W Z Z CL a3CN zw,a0 Ui ~LL w�Z,y �o zZ•) aFP a o ¢ U) III— LO 00�� Q�� j YO p�ON —.� Z �A z 4 N=W <W OJMZZ III O v7 LL 3 a w 3 d° O III I I I—III -i 11- J o S o (0 ob o I I— � I_ 1= =I 11— 1 1= 711Il�ll� ,III: o (� 53VI z Q I__� I—I I—III- o U a o T -- -- - =Y =1 i t=1 I I=1 o z W J/ �_�---_I I_I i I I I I- 3 Vol Ln Q m _III -III— I It 1 z o cr --' s a < Q 0 l I- I— ISI—;�iI- J �o LO Luz o 1 Lu . w —SII --I o Wo < - --II III_=III: ��z�� a=w 0� III- =III 111 III II1- > a �Z Q W N3Q as Iil I _ t j i tr a Wr a I III - I_ _III—III. V) W a IJ Z U 7 f N O < - - — 2 m s� O J 0 3 -_-_-III- W F- a UZ<0 ~ O WW W ZVO <x 111_ W. < < s = WQ Z ', N .N.<Ln r W 0 N a a J W N r'1 •' W W LL.. m a N O —� O 3 V,ZA T t O a LO = z J O CL 3 C) 0 w LL ~ Uw Q < o a < Q O �� z U Q WO U 0 U)z_ v� W Q l z wC — Q 0 w U W w< U W W O a= �o = z _ O U vw <<l z c� K Q z0 a U 46 U_ O Q %� I I U i 4 S IiC/l=iU UNIlNV Id G`r��ECj 188 �/ 444 O � � o 7 LU Lu V In LU Imo/ Quj �cc i N moo q`u� t�1 a 0 i 0 G 'Wa Q ww Lu g !` to o U W �_ y QLu 00 > ZFy- Z ^wz� p a0 W o0Op ^Z Jd `v'rnz� .0 FQ� wx- M V1 z � I— w c7 � � < w w Yl z Vi >ONwWa>ZN Q NZ` p zLL F- W zlY�-CLz ww pw DZMF--4c a aZw0ww�>p Q WOF- xaJw�z U a0g0<00F-aw QWn. _0W? UWU-ZpM U w00m0 W a�t`axm-12w X J.:(4 .i4 6461.:cO NIW „4 0 a z ~ z p Q m S LO a LA 0 >_ z Z 0 Q 0 < z o J u Z Or f2 g < O = 1. O Q w ~ ov 3 0 0 z I Q O F U U w 0 N w `�) < W < H Lr L` Q _� 0 O O f11 � < QW Lnz 1 < Z) p O �z 0 O O to (L O < _ C U ap < H cr �� C Z W Q W = W iD _ > Q U U ooZ ? < JU LA Z z a f- < Z cr O W cr < =J FK I U U Z)� W < J Z Q aV)0nO O< j Q z Z cr t- z w - W U 0g JO in U O m d � Z > CL _/ • W .= ry V �. U O z _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U 0 > Q � O `^ V j Zu ~ N W W W t O U W t W Z Q W WCl) co ce J ?- U Z _ d to W W Cl)i C/ W Q W z 0 W> Z = Q aF- N � _ U zz_ Wiz LaiZ 0 o Q� - < Q Z J g Q �r � o 0 ir i< WJ5 zz F- U.r aL a a O W U Q U �W N W m W o z LJ i"' J Z �W i r Y (L )- a W ' Q: Q U o 0 01 I I 1 ` J - r v)< 3za 3 ELLnM- z�xlc t: ww n 000-1 O W Ir W W Ui OU J O a�-0 Ji /-- =w J r� F Q W .;L UOKO V a O�VfO Lj _ >�O �W� O 0 W � .Kv)o 0~ a<oW M0 III <O, CL X, W Z Z CL a3CN zw,a0 Ui ~LL w�Z,y �o zZ•) aFP a o ¢ U) III— LO 00�� Q�� j YO p�ON —.� Z �A z 4 N=W <W OJMZZ III O v7 LL 3 a w 3 d° O III I I I—III -i 11- J o S o (0 ob o I I— � I_ 1= =I 11— 1 1= 711Il�ll� ,III: o (� 53VI z Q I__� I—I I—III- o U a o T -- -- - =Y =1 i t=1 I I=1 o z W J/ �_�---_I I_I i I I I I- 3 Vol Ln Q m _III -III— I It 1 z o cr --' s a < Q 0 l I- I— ISI—;�iI- J �o LO Luz o 1 Lu . w —SII --I o Wo < - --II III_=III: ��z�� a=w 0� III- =III 111 III II1- > a �Z Q W N3Q as Iil I _ t j i tr a Wr a I III - I_ _III—III. V) W a IJ Z U 7 f N O < - - — 2 m s� O J 0 3 -_-_-III- W F- a UZ<0 ~ O WW W ZVO <x 111_ W. < < s = WQ Z ', N .N.<Ln r W 0 N a a J W N r'1 •' W W LL.. m a N O —� O 3 V,ZA T t O a LO = z J O CL 3 C) 0 w LL ~ Uw Q < o a < Q O �� z U Q WO U 0 U)z_ v� W Q l z wC — Q 0 w U W w< U W W O a= �o = z _ O U vw <<l z c� K Q z0 a U 46 U_ O Q %� I I U i 4 S IiC/l=iU UNIlNV Id G`r��ECj 188 �/ 444 O � � o 7 LU Lu V In LU Imo/ Quj �cc i N moo q`u� t�1 a 0 i 0 G 'Wa Q ww Lu g !` to o U W �_ y QLu 00 > ZFy- Z ^wz� p a0 W o0Op ^Z Jd `v'rnz� .0 FQ� wx- M V1 z � I— w c7 � � < w w Yl z Vi >ONwWa>ZN Q NZ` p zLL F- W zlY�-CLz ww pw DZMF--4c a aZw0ww�>p Q WOF- xaJw�z U a0g0<00F-aw QWn. _0W? UWU-ZpM U w00m0 W a�t`axm-12w X J.:(4 .i4 6461.:cO NIW „4 0 a z ~ z p Q m S LO a LA 0 >_ z Z 0 Q 0 < z o J u Z Or f2 g < O = 1. O Q w ~ ov 3 0 0 z I Q O F U U w 0 N w `�) < W < H Lr L` Q _� 0 O O f11 � < QW Lnz 1 < Z) p O �z 0 O O to (L O < _ C U ap < H cr �� C Z W Q W = W iD _ > Q U U ooZ ? < JU LA Z z a f- < Z cr O W cr < =J FK I U U Z)� W < J Z Q aV)0nO O< j Q z Z cr t- z w - W U 0g JO in U O m d � Z > CL _/ • W .= ry V �. U O z _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U I I 1 ` J - r v)< 3za 3 ELLnM- z�xlc t: ww n 000-1 O W Ir W W Ui OU J O a�-0 Ji /-- =w J r� F Q W .;L UOKO V a O�VfO Lj _ >�O �W� O 0 W � .Kv)o 0~ a<oW M0 III <O, CL X, W Z Z CL a3CN zw,a0 Ui ~LL w�Z,y �o zZ•) aFP a o ¢ U) III— LO 00�� Q�� j YO p�ON —.� Z �A z 4 N=W <W OJMZZ III O v7 LL 3 a w 3 d° O III I I I—III -i 11- J o S o (0 ob o I I— � I_ 1= =I 11— 1 1= 711Il�ll� ,III: o (� 53VI z Q I__� I—I I—III- o U a o T -- -- - =Y =1 i t=1 I I=1 o z W J/ �_�---_I I_I i I I I I- 3 Vol Ln Q m _III -III— I It 1 z o cr --' s a < Q 0 l I- I— ISI—;�iI- J �o LO Luz o 1 Lu . w —SII --I o Wo < - --II III_=III: ��z�� a=w 0� III- =III 111 III II1- > a �Z Q W N3Q as Iil I _ t j i tr a Wr a I III - I_ _III—III. V) W a IJ Z U 7 f N O < - - — 2 m s� O J 0 3 -_-_-III- W F- a UZ<0 ~ O WW W ZVO <x 111_ W. < < s = WQ Z ', N .N.<Ln r W 0 N a a J W N r'1 •' W W LL.. m a N O —� O 3 V,ZA T t O a LO = z J O CL 3 C) 0 w LL ~ Uw Q < o a < Q O �� z U Q WO U 0 U)z_ v� W Q l z wC — Q 0 w U W w< U W W O a= �o = z _ O U vw <<l z c� K Q z0 a U 46 U_ O Q %� I I U i 4 S IiC/l=iU UNIlNV Id G`r��ECj 188 �/ 444 O � � o 7 LU Lu V In LU Imo/ Quj �cc i N moo q`u� t�1 a 0 i 0 G 'Wa Q ww Lu g !` to o U W �_ y QLu 00 > ZFy- Z ^wz� p a0 W o0Op ^Z Jd `v'rnz� .0 FQ� wx- M V1 z � I— w c7 � � < w w Yl z Vi >ONwWa>ZN Q NZ` p zLL F- W zlY�-CLz ww pw DZMF--4c a aZw0ww�>p Q WOF- xaJw�z U a0g0<00F-aw QWn. _0W? UWU-ZpM U w00m0 W a�t`axm-12w X J.:(4 .i4 6461.:cO NIW „4 0 a z ~ z p Q m S LO a LA 0 >_ z Z 0 Q 0 < z o J u Z Or f2 g < O = 1. O Q w ~ ov 3 0 0 z I Q O F U U w 0 N w `�) < W < H Lr L` Q _� 0 O O f11 � < QW Lnz 1 < Z) p O �z 0 O O to (L O < _ C U ap < H cr �� C Z W Q W = W iD _ > Q U U ooZ ? < JU LA Z z a f- < Z cr O W cr < =J FK I U U Z)� W < J Z Q aV)0nO O< j Q z Z cr t- z w - W U 0g JO in U O m d � Z > CL _/ • W .= ry V �. U O z _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U v)< 3za 3 ELLnM- z�xlc t: ww n 000-1 O W Ir W W Ui OU J O a�-0 Ji /-- =w J r� F Q W .;L UOKO V a O�VfO Lj _ >�O �W� O 0 W � .Kv)o 0~ a<oW M0 III <O, CL X, W Z Z CL a3CN zw,a0 Ui ~LL w�Z,y �o zZ•) aFP a o ¢ U) III— LO 00�� Q�� j YO p�ON —.� Z �A z 4 N=W <W OJMZZ III O v7 LL 3 a w 3 d° O III I I I—III -i 11- J o S o (0 ob o I I— � I_ 1= =I 11— 1 1= 711Il�ll� ,III: o (� 53VI z Q I__� I—I I—III- o U a o T -- -- - =Y =1 i t=1 I I=1 o z W J/ �_�---_I I_I i I I I I- 3 Vol Ln Q m _III -III— I It 1 z o cr --' s a < Q 0 l I- I— ISI—;�iI- J �o LO Luz o 1 Lu . w —SII --I o Wo < - --II III_=III: ��z�� a=w 0� III- =III 111 III II1- > a �Z Q W N3Q as Iil I _ t j i tr a Wr a I III - I_ _III—III. V) W a IJ Z U 7 f N O < - - — 2 m s� O J 0 3 -_-_-III- W F- a UZ<0 ~ O WW W ZVO <x 111_ W. < < s = WQ Z ', N .N.<Ln r W 0 N a a J W N r'1 •' W W LL.. m a N O —� O 3 V,ZA T t O a LO = z J O CL 3 C) 0 w LL ~ Uw Q < o a < Q O �� z U Q WO U 0 U)z_ v� W Q l z wC — Q 0 w U W w< U W W O a= �o = z _ O U vw <<l z c� K Q z0 a U 46 U_ O Q %� I I U i 4 S IiC/l=iU UNIlNV Id G`r��ECj 188 �/ 444 O � � o 7 LU Lu V In LU Imo/ Quj �cc i N moo q`u� t�1 a 0 i 0 G 'Wa Q ww Lu g !` to o U W �_ y QLu 00 > ZFy- Z ^wz� p a0 W o0Op ^Z Jd `v'rnz� .0 FQ� wx- M V1 z � I— w c7 � � < w w Yl z Vi >ONwWa>ZN Q NZ` p zLL F- W zlY�-CLz ww pw DZMF--4c a aZw0ww�>p Q WOF- xaJw�z U a0g0<00F-aw QWn. _0W? UWU-ZpM U w00m0 W a�t`axm-12w X J.:(4 .i4 6461.:cO NIW „4 0 a z ~ z p Q m S LO a LA 0 >_ z Z 0 Q 0 < z o J u Z Or f2 g < O = 1. O Q w ~ ov 3 0 0 z I Q O F U U w 0 N w `�) < W < H Lr L` Q _� 0 O O f11 � < QW Lnz 1 < Z) p O �z 0 O O to (L O < _ C U ap < H cr �� C Z W Q W = W iD _ > Q U U ooZ ? < JU LA Z z a f- < Z cr O W cr < =J FK I U U Z)� W < J Z Q aV)0nO O< j Q z Z cr t- z w - W U 0g JO in U O m d � Z > CL _/ • W .= ry V �. U O z _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U 4 S IiC/l=iU UNIlNV Id G`r��ECj 188 �/ 444 O � � o 7 LU Lu V In LU Imo/ Quj �cc i N moo q`u� t�1 a 0 i 0 G 'Wa Q ww Lu g !` to o U W �_ y QLu 00 > ZFy- Z ^wz� p a0 W o0Op ^Z Jd `v'rnz� .0 FQ� wx- M V1 z � I— w c7 � � < w w Yl z Vi >ONwWa>ZN Q NZ` p zLL F- W zlY�-CLz ww pw DZMF--4c a aZw0ww�>p Q WOF- xaJw�z U a0g0<00F-aw QWn. _0W? UWU-ZpM U w00m0 W a�t`axm-12w X J.:(4 .i4 6461.:cO NIW „4 0 a z ~ z p Q m S LO a LA 0 >_ z Z 0 Q 0 < z o J u Z Or f2 g < O = 1. O Q w ~ ov 3 0 0 z I Q O F U U w 0 N w `�) < W < H Lr L` Q _� 0 O O f11 � < QW Lnz 1 < Z) p O �z 0 O O to (L O < _ C U ap < H cr �� C Z W Q W = W iD _ > Q U U ooZ ? < JU LA Z z a f- < Z cr O W cr < =J FK I U U Z)� W < J Z Q aV)0nO O< j Q z Z cr t- z w - W U 0g JO in U O m d � Z > CL _/ • W .= ry V �. U O z _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U _ F- tn w J r CO CN 0 w0 m( O W H = r III- a0 D.- 1=1 I E . 1=111- I I-1 111-1 I III—III-111-- _ —111-111_ 11—I I F 1—III=1 --III 11=1 -_=III—I —III —11 II- III--.III--I _I I El! =111- 11-111_I 0 111= I I I--1 I I- I El 11-=111--I 1 I I=11 I�=1 I I1 - I I_-1 I I- I I I- I I I--1 I I--1 1I - II -111- II1A I I E-1 11 =I I 111—II_I III III --111- 111- --111 = IIIA �I1 on Z O Z N t < W H > J W Z U W W <of m m V w j wN�- > Y 6 N zir0 Z J QJ J U m Z to 0 0 i O Y U m � N U cZ 0 W i< m W 00 acr �D0 W Z^ ■■■ O LO Q J NQN LL C) z z0 pG ZQ U J U ao_ Wz Z< LL F- 0 z0 O �- U U • -_-_-�:_-n_a_-__ ,I - - - , - J-,] * y N �t Q s �! V z Z `� Z j ,u �.. _ <I COC W C) WN;�' W W 1� I a 2 Cl) � U) a w W W 0 - ------ -- ~;5 , k, _ _ _ V) 0 Ln_ rl = Q W V U z! ,� U J U n ^ r ,J. n n n ? r? • O c`3 n - n U 0 s :7 = n W (� �/ N W W _� '� ^l ;=n U 0 ^ T L U n n 5.�.. •? .n, -y% - V C3 ^ .3 - d) 5 ,- U Cl) W Q � \ 1.L l • - _ _ O -7 \ 7 c. _n = =�11 3 O L •in- - » J O » V U V 1^ _ = I _ � H t �. 7 U � U in.. rr, t.. �_' O C:J! -3 >, .-U- 2 U G p C -:A n U � n O W > O .1 ' � V = U` N J ^ u 0._ ^ p 0 p C- .11 p C, n D v = .3 n` Z `\ W I" J O :U - cU3 - n , U` V = �' G ') U 0. r vV, E p '" p G .V. 'a j » T Q W'Z _ t F� U '- u G< O ^L 0. n O L :3 n � 0 2 c O- •^ ^ •C `, U 3 u N fYF 2 c » CS t -r o- E Q o -F _ u° o n - ..A - u p o u t_n [�� Q ~/ h ce oVc o N < oLm- ❑ " `) p E ^' L .n » - p U 0 -0 r n „ -8 > �/ Q Z ? v �, �' tj 3 o" u 'o 6° -F3 v z 'o u � o 7 < ri " `" S» u c n � 3- W O Z - °' �-. _ � E s u? E .o ^ .T. ") c c u E -° ` u u o= � u o Q wLL r '; U vi » C �•. •� i O ^ U . C » - u -3 3 a n O " " .a ' C v • � � . > .D '�, � L r � \ ` N 2 0 . >> M o a o a u r o f •U ._ 0. 3 > u 8 b =-0 a, c c3 ,> h W Q < J W z S U G ✓' .... n» rn 7 U U J '� O c «U. - ''� U y .. t°•• '^- V C n _' L `"' N o n V O E s J 0 E -O I O 0 - = n S E R.- r c=> ii -� n i cr 1 u u` c _, 0. u o o a o o c v .u^-. 5-. C3 U n Z S 3:a Q ° ' = o c c V) o V a 7 y ° ^ a c rs � o -' >.rl, � c � �. v � ' o � � � � � < Q Q --� � O � W - .v _ 3 ° ^ _ :4 - u c y » U C - � c3 n - u C; u u o .' n cr O O 3 v ,, n a h> = c c s c = ucr p M L 3 17 n U » v O O U� - L 9 'r c...0.. " s .= a V u I v, � o E u• L u » 2 U o -5 s u L 0. u '- - c. V) 3»= ui W `o .L o L '= _ s c 3 :i 3 =s �� p �n. .>' v v .o u » 3 Q z m W u = - v c. U -- = �' c x p Z r V 3 v A u 9 = v = ° a u a p u �. _ ... '. 21 in p O c3 L 'O = < 0 y � - -2, rya >, V J � y b n 3 V n T n 0 U 0. v '7 >, :1) �.`. U 7 tJJ ccy = U :A ' 3 n > c3 >, _ ^ O tb C 0 G. > O n -O -3 3 W Z d _ o c. E r n c -c _ o E u o 0 3 G C= .- L n i .•3•• ; V L 7 L J r V y O - O r- n .3 = •., U ,•'y-• ' ••o U L 1°-. ,j U T n t •� 1-3 C>. ' L i',,,. O ` 0 W .. n» n r3 -7 .D ,O V i. U n U y -0 r "p '^ CJ c C U y 7 .^,fi .,•, 0. �O L T_ U • (� > p CKL •U r, r3 a V t. r _. -� v P J U O L n n y O= V U n U .L t� O C J U O ,V cr 0 j C\� Y `1 -.% V n c3 L JA F3) :.... n p ^ - :) •- C) �..: y J •.-% n c L ,V.. L n () U E Ej V CL -, V / ^ 0 n p C. s u< -S N j U c0i U V C. u , 7 n J rr-, » u U . 7 O cj 3 C �c3 `- = C0.i L) W Wy a 3 » -? n r -0 >, E c u L c - U o c ` u c o 3 ;�' v L L �_ '- O CJ -o.�Ili c >, r'.n 0.� J `- n 7,n,vs ° » c.r•n T n nom- ^- c -� u_ •R O 1. -2 n- . E � r .`c I °� ` � u 2 < = -o 2 A o >, n - X E � � " c � � u u v cs u � , v, u o � n � n vj U p r3 •p E.yn, U � ' cA - t � O J V r :D - '' -3 J �' '� U7 U :, ^ C: OL c." 3 U r '� O U C- O - , ° V L V, u _p p ., n c ..^r » L 3 » n `- y y ? Q L .. c_ y o ` C- ° - n E15 v 3. � E>^ U r. _ v t y L �. 3^» 3 v ,� ^ U •-• y 0 '7. n L ✓, r,7 ` p n O o n ►. ^� 0 U O C. U^ V �_ v O O ) (� 1 T U o .0 t y u o o >, - c u C L O- a .UL. ? 0 '� C),- ^ h ^ c3 3 n O O U V -`L, `- r' 0 2 J V U >3 7 U .A » C. -r- „ U ^ 3 �\\ /� Y c" .5 a a r p O `p ^ n 7 U U ; p 3 o cU _ > C3 ci _ H u m _- :. u. `� r � .: " DC7 . P/ i 88 y 3 _ ° c a = v __ tv u a 3 c . .^. U p U V33 = c _ o o _ c - u L a - o V. 7 L - • n U - •'- H iri OO` -0 �_ -O ^ - s cs :3) •,�_°,• ^ u ^ c v, -7 ^, ' c3 = r^- v ^ O ' o v v o •� n - U CC -Q, dp -- Y .`. J '' U U< < ° n o = c _^. J `� 3._ - .3 , G_ 3 .'amu.. n r p- F3 c. v < a amu-. Q 4 %A -1 O u C - U c3 U r c> to 0. O U .3 c3 7 p L P•" Z .� y = V 7 - '- ! - C3 O c3 C, 2 V L. - = -Z; . C- = i V) O E- L < m U 2 O O - :� U is O p. n `p < - O V '= � U 0� z N Cl) - Cr.0 U 0 0 0 � R. " I �1S��H * oI W w cl) I J L - o- __ _ :fi '= o c n J r n G L- -c z T t o r n L �. l "- - L 7 .' z u- ^ •L U .O -UJ �. 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U '� u = G J "3 r u -O •,j U» E . 3 » 3 � o ^ „ -a v u '- o n u u 0 c- >1 u» u `' `o 3 -o u � � L Z " a < vi J. n v o c- E r `n �u-- y< 0 c u u > ^ 2 y •rJ, iJ -) > O '7 U S ^ - .�J-• r0. r • f n '- C:4 » n » y _ » r U c3 - 7 -, » » - V > T L r - 0 �; 'r-�• U U LO• U y » U '= p r ' �- OL 0. ►. � L » U 3 , T L> U > .3 - y0, -'J� 3 ri y i O V U U rOr•• r '� Iy_ U 6. •'° �, 0. u C- '� r.`- L `) ,.- x U (� n �-� rj U �' O '7 ' .: 0.0 i- n ^_ n O = `z U .n. c O O ^ r- ^ r- O J p -r 0 �- � O 1 . -_ > = n U •p V V �+ % O -- .- ,^J- J U n _ p o Vj Q n j _ U _ 0 _ V ' ^ r. >, V U _ ^ ._ O p :Y J i � U = n n J � 7Z O J p= G J O tz y C p 2 ren •7 2 0- V U O "0 77._ �j - O U C ;3 . r- = n ` 7 U r ✓) - ) 3 y >, r O_ :0 +- - G V ) y0 G C» U .n. - y ^ U O C, > j A _> . O V ` . .-. U .0 t- " U •J„ �_ » - _� U r, U 0 L _ > w 0. O 0 n - 0. _ '. 0. 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U ' .O U 0. r U 7 n U J- O -p c.. .T 'O ur u -p n^ O n " - J -_ ) r U y ' .3 . n v p ° 0 �_ -!:I j v » � O = ,% >, r_ C3 •On n �" r :A 7 O O 7 O �_ b < n vui L : p _ -r J ^ " r - - J ' V x >, . .2 G n Si �' > ip. 0 -X- _ n O .» = n ,j »° C: U ^-. p U U U .` O p i L j r i� , O 1. 7 cl W _ 0. �� » O U O ` ) ) p r n O U U- tj p= -•'n- O] U O^ b U » O E U L iii U - v -- _ ^ y u 3 •-7 .L+ y � • ,- » ✓r - n -3a 5i3 n "` `) O ;n L n U U .." C`3 R U n � U -? ; 1 ) 3 C O c3 'L7 U '" n L C '" .5 • v: • u U ^ �" U • = 0 - O .'Jr _ �' _ U ',J., 0. O A - � • j �,,, � > 3 U - . 3 G G. > � L - n L ' U `) U O -.J.. � .'-Jr. 0 ^ to = . � ' C ° O :.. � > U rr. t^.. O _? L � -rJ. �; J J .0. U C v -3 . =� 0 U ^ u r n > v) � J U - = r O .I) r L C J ^ � ^ V �' 1i- � 0. ` C. U ` C3 ;n L U •^ U � n :� V U< -C V O " p v p 0 3 = _.. u u u L = p •r, o - o c c3 -n > > .1 c = o- � � E p = - = < h a - .= a n •= " u ^ ''_ � > u ` � ' = u ^ C 3 = k A ^_rl. L 1 ^ ) u » 3 - p n» O p '3 _ O _ C) r_ C r O n< 'J - .n U U r < r� .O n -. > - U > L> J _ ` ` J O l 0- .J L n , o••o u u n G v ' C: cz° n u t n n o vi ° o ^•E U u= o - 3 ' < n-+ < L n .o rr z 3 ) u a u %< -52 `_ < r. r u "� O �_- _ - O ? _A -r- _ 7 ._ j " 0 >, O U : O� U C � j � � O � 3 - V , L C. ' > • u • `; U 7 Si :j U L r• L: = -C '.i .) ; �-` > O - ^ L '^J O • 5: fir- °�,.• :) •.) ^ , ^ r . O 0 UL. v .0 O O U U 0 L -3 O O n -3 U^ p u O O c)'. • 0 p c a U » O -0 V U _ p - J _. V) :n :n = =3 G = . C7 0 v 2 2 U < � ^ i � , � - - - f ' O < -i v) ^ :a . - < U . _ � < � z z t) t) � U 3 - `a � < 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 v It d V; vi v, v, wi v, vi 2.. 10 %0 110 1.0 �o 10 .^ ) •:z ,� = 1. y J C J y 7 U r C C _ o - L. C. ^ .:3= z ° c3 O E r2- O C :4 -= J � =U - - 3 IJ p -- ^ j= U .- L > - O U •' L - u O C= 0. -- - , -0 3 O • . , O C) L = � " --. y f U UC.) r -o V U -_J 0 .O :0 U x » r i -0,3 T" V f ^J - c`3 O r{ a E C -�' '7 U J ? ^ j = 'U EP E5_ 'O _7 E .-L L 5 r, 13 ) ,. n� O = ` O 3 ' - ,v .0 r -O u -J V ,.. i p 0 U-p;n Z 0 :n ,= O U U .3 � U » U - 3 » r-^. C F) = 0 � 0.� - -r- > u u c ° c3 L13 O r "7 - O C 0 L r. r L 3 ^. n O r- - O n " - 0 r O U� - O i. O h' 3 g E . .Y tj 3 c� ° C:v .) - r_' IV- O . -0 v ° � r .^ UU n E. r3 r_ � U >, > u L U U 6 0. u c, - .--- . - cl =3 L L » 0 > -3 -r. V 7 t b 0 v J U , o 1. 3 L- O 0- -3 _A � =3 -- u 3 r U o c Vi c^ L6 = p c ate. -33 0- -- V) 0 > U J r -0 O v, 'rJ 0 .3 n 9 . c .... O C: J .3 U J , 0 0 - - - OU » U 7 n E V r O cv " ::: •- 7 - V c a _ � .O V .. G 1 j n �.. O I r' � L c O -O - R U = r• L J _- U » C- -O a� •-J O L - _ O ^ = U r V U ... L:jj I i .-. .-. p 1 V j n �- :A ^ p= -O 3 � .^-- ^Q .O V 00 , c^= L O^ r^- 0. 0 O c- -o r A o � = ? r s u^ •'JV L u �' o= o a ao n OL. o c= i c L u O-1 , `L• Lam. L = ' a o u L O '" .- .3 7 :A VI . J - '� v - ' c3 3 .3 ..-a _O = j r ' = c c-- > • �- r 0 0. y n n 0 c3 c - » v U C .13 ,. N , 0 0 O v U OL O i g :n G �J_ o v '- � 0 y- u -a � 1 h .^•• ~�A J r3 O i v -'J3 n C- "�_ �_' O O r -p • U 7 ' 0. •'J -" T O 0tL) �CZ _ n U 00 cC3 •A j C L > O U ;n - O v n r-0 C C1. 0. O " O J O N u 3 VU) 8- ,C,3 2t< - r J `n _ 13 U G � � �) V , j C. � Q O U V U U `? .-3 ° -j L^J.. ' = • �, , O O U = J, n 7 - ,:33 sn. 0 < / < a) < _ •r- ! < _: U JO •.0n V < � . -- - O O M r'1 r n 'O G- .-0 U " > U ' ^ ^ -7 J '�' : - L p p V _r » -. O O- � » u - ` :A .J- 7 _n' y r ^ - .�- O O -J O �' .4 G -2 7 _� O n L n .� '% U `•� » O L r C. - .» , : q L r V; 0 , U L L V n :A 3 n- -y O - . H -y) », O 5 U - M 'E 7 i » V :D � ..n rc3 r n 3 L J "' li r 3 -) O' O a: S :.() » c3 .U.. ^ v ?t,, C. n C.. .U. n CA .zv, n O O o o 0. n 0 3 3 O -D . 13 2 0.D J- _o :4 -- O ,J V r- J J = = b C. O =3 7 O f 7 .v C ✓i > 2 - 2-"�.. n f+.. Y L � ' O � C r O - U _ » O L r � = .,= r .. '� .: rn :: >, 'O .,J.. ,--• c3 ^ - _ _. n L O > » c3 in .--• .U.. 'n 0 O -- -. 7 r- 0 = - O C3 > I � .0 "- 1 3 .-r•'. - .0+ 3 O V y ` V ' x = � x .`. .0. - `0 i • O c =3 -p =s u ° u c z J = =n c . - - i 1:1-- U .; . ::.� i-- -J. n u Lr < � O - N O C' O N N . M to r, ) •:z ,� = 1. y J C J y 7 U r C C _ o - L. C. ^ .:3= z ° c3 O E r2- O C :4 -= J � =U - - 3 IJ p -- ^ j= U .- L > - O U •' L - u O C= 0. -- - , -0 3 O • . , O C) L = � " --. y f U UC.) r -o V U -_J 0 .O :0 U x » r i -0,3 T" V » 3 - c`3 a E -�' '7 O = U r -0 = ? ^ j E .-L L :L » y .= r, 13 ) ,. n� O :, V ` O 3 ' - ,v .0 r -O u -J V ,.. i p 0 U-p;n Z 0 :n ,= O U U .3 � U » U - 3 » r-^. C F) = 0 � 0.� - -r- > u u c ° c3 L13 O r "7 - = u O C ^ r �- _% n- L ) -a c 3 ^. r- - O n " - 0 r o� 'r. ,-Q h' 3 g E . .Y tj 3 c� ° C:v .) - r_' IV- O . -0 v ° � r .^ UU n E. r3 r_ � U >, > u L U U 6 0. u c, - .--- . - cl =3 L L » 0 > -3 -r. V 7 t b 0 v J U , o 1. 3 L- O 0- -3 _A � =3 -- u 3 r U o c Vi c^ L6 = p c ate. -33 0- -- V) n uvs .= 6 c r -0 O v, 0. 7 C c ,, . _- . c .... O C: v C 0. y.- r» - O v 0 0 - - - OU » U 7 n E V r O cv " v Ln ° c ^V. tL) .O V » ry L o 3 C r3 O C- C • C n R U = r• L J -0 U^ U » C- -O a� r 7 2 vn� OL _ 3 y O -_ = U r V U ... L:jj I i .-. .-. p 1 V j n �- :A ^ p= -O 3 � .^-- ^Q .O V 00 , c^= L O^ r^- 0. 0 O c- -o r A o � = ? r s u^ •'JV L u �' o= o a ao n o c= o v u c L u O-1 , `L• Lam. L = ' a ' .13 O '" I VI . J >, • p v - ' c3 - .c _O = j c =- ' = c c-- > • �- p -p v C .13 ,. N 0= 0 0 O v U OL O i g :n G �J_ o v '- � 0 y- u -a � 1 h .^•• ~�A J r3 O i v -'J3 n C- "�_ �_' O O r -p • U 7 ' 0. •'J -" T O 0tL) �CZ _ n U 00 cC3 •A j C L > O U ;n - O v n r-0 C C1. 0. O " O J O u 3 VU) 8- ,C,3 2t< - • U G � � �) V jX � Q O U V U L a u L^J.. -C O O .U.. O . cn 4 0 < / < a) < _ •r- ! < _: U JO •.0n V < � . -- - O O M r'1 y = V L = L -1 _ V -- = �, 7 >, r I i CJ .,.^JJ 'j a S .0 - p -3 .U- n ? J n 0 - - j Ln .- u 7 , = {J ^ J - C) L w- :A G r T , r >, V r ' 3 > - J n = Jr 3 J 3 ' C � -_ = 0. - v, c3 = >, l n ; ;7 00 = r = u v: . L � u = - A A U = r O U C c.. n 0 U, r j U U :A � 0 `l _ J u u c,� o - u .'j U 3 L _ u �s C� ^ ,� J. - > = v c3 c' _ - cs 72 U I-) -J U - 3 �,LJ n U .r-' r c 0 tL)_ >, V 3 O- V U -^ n 2 ^ v: �-' l > n? E M. - .7-- , 3 ---- •r. "L :/) L 0 - :z O 1 . ° C -0 V V C. V 7 tr L -3 n -A U U ^ O ° = '-) - n 7 C ^ r. O » � � j3, _:4 • 0 ^ EFi 41 O ^ . V ... • A 'b �... 7 ;n -) 'O ,) -- C ^ < r. • O tz , n n U Z '� C j - V 7 y 3 :) 71 7 J r1 '^ n 0. U v ^- n» O L V " 3 U . ` n - < `' > - " c u n - " •" G^ 'n = r 7 r `j a ^ r. ... ., r O - tr -- N n ' -- C u � R 7 , -r3 G � - , LO c� r O 1 - ^. ' n - O O I) ._ .. - O L , V 'J » O J n' i O>+ - J 1Vi y .r- ,7 O r- " C) J ) O= -� � = A C % 3 .T -�: O � '° ,3 v G >; v, � �, � � •` � Or . •U O < . � O � •= C: - � cs � � � 3 � V U c^UY u :n .= _. V _ •r.' ^ � 3 = o = - c. n c n n ❑ » � . I L. m v �. -� ' v ,-.Y n - ' u 1 `� :A j u - L r -.- CL V = c..-fIs L � C � V -0 n C L 0. 7 'V p •. J -, .)j � 3 1 U -� j V :i '.yy. n t', r : D ^ O tVn •� J G O '•njto� , =3 �. = ' C 2. L.. O ^ n -y7 'j J 'J- J ._ >, 0 � U . O ` •C - c a O L - 3 ` . 73 r V O - •3 '^ C.'° L - � 3 = c... n r 0 �, - - :3- O U O 0 ..^. r C yr u ('� » • - M '••- c `'-' h -_� •r3. I-'3 U .^. > n � :A .- y V L L- 0 1 c p h� U- LL, L .- ;5 .-� r u � r3 = 0 n»»» n O '�-J y U .�-U- V r • _ - L tn. =% O -0 `' L _... >, ti. > . 5 u to .-U- o t-- y c�i ' - a .'i.T cis a U j .� ' L 0 "U" " , f... O ee3y U - 7 C '� O c3 r-0 L O L - O U L L T 7 n y n C- o - = c _ u c C L b .3 3 7 >' u c3 U U 3 >, .r•. >, C . 7 3 3 ;3 '•3 b J 'C7 '� .0 G U `- -O 0 O � r C- n 1 n '� I :US o ,0„ 0 V ,>, O L1 3= 0 "0 1.,. U L > �- O " r y '.Z u L - i U u o 0 0 0 o a <, ... n L ,^. :) `) » O u_ U vi V L .`. U- 4- ,r- ". >, L a O y V v O - - J '" 0 » >, T N N N N N V L ,- E n > .- t- n L ` u ° J , r u >, L L = n c- » C - u �' u o ° p y • c - _ -_ _ u - l _.13 = 0 u - = 7_ u ;) •r, E. 3 = >, 0 C n O U U - V -rJ• 0 .V. U r >, . `) , r 3 V C ri ^ O 'O '0 ro c-- ') _n, L tj U J L) j •� r 0 = U U U o 0. 'i. > O ^ U r U U^ 0 ) �: -- 0 =� O J a n >, U �`. ` 2 V U 2 n _ r :-0 L j U C- .^-., ^ c3 L .b `) _ L n U ',> _ >, C, u °� _ U tj ') U �_ - 3 ^ n G = 0. n p _ ;3 `' - G J 'J G 0. v 7 y '•' U ^» L U u U ✓ v `-) fr-., '. U p O -0 C 72 c' U O �. = :/) _ ) L - - � L•. < C) V c j .n,- n ^. .3 L U » O - ..U-� - .O , U = ` 0 M y V y' • .O-'- • - J n :) -3 L t4 ^ L '^J, --. L 7 '� ` r 0. 3 >- U • K t)O L- p c3 0 0 V O U U� - c3 - `) � �_ � n O 0» u :4 c O U L- i� ^ U O a U 0 O 'n � 3' L _U - - L > -3 o u C n L z a L u= > c c u :d n u > u E» J` "- >> O -= r-oO U V O -» y D. C U UU = R� >> 'tn U•; O n u_ r O ^ U J U -� [O) 0 �J rzC' O y� U SA r U r i?) -.tri ' �- - _� u o o .�L.+i rG- yf-r r V j •L". 1U-. • U ` Jr.. '.-r • = u 113 U ° lea.. - L ° LL ^ ? '-i• y '�i = - o --J- ri �-2 u U u p r3 , 3 U 3 u g `' _ v �' » U `� u ° u a v E x o .^J. u i Ts L 3 r .. i :) r J ^ U d p I G y ° (f' L L L r-' _ ^ .r.. LS. 9 -1 J • U � L V U' L � .J.- •�-�, :) U O � ;/) :) -'� ^ -^ - .. 'n � V v '� U » .3 c3 .= l'J.. C: 1 _ C3 L O n '» » » 0 L » c - ^ .c •nj y < �_ - U U p ? = = �.. ^_ "U G. U C: `p = x C 3 U O O O 0 n =^ v 0_ .,; C u .` • O ^ O T 7tr .= =� C. U C±n r •r -n- �J-• U C ,,3 'n j L. -cy, y >� U L E-- 3 u u 7' O v^ Y i C C - .-3 ') » r 0 > -A -r n U _ O r - V .1 » C L O 7 O � � c1 U V L V -r, 0. :� U O L » U`. V °� V L U y C 3 t� �- -^ C- ^•= ly OU O n '--- v 0 lU- C n L .- U.- O n» . i O a O -D ^"J O^ -L•, 'O »» - a c .U. .U-- _ 0 n _ U �" '» U ^ M -. C. J O_ L y �". 1 _ V 7 r 3 J ', U. a � t... O ') L> 3 3 � ^' 0. n U» C• -, C O C3^ -0 u C 3 n - > -J n A -3 -° - 0 ^ C V�- 0 v � U ul L O •» O u U p f3 Ci' p �• p �- d a" 0 >, `- O .U. U U u U U U U '^ L O j:, U n v CL ^ < .-0 •-"„ V U » O _ tj O x L - ^- 7 - o U = 3 3 =3 u '� - 3 y lU. ' O, 0. 0. O C ' in » _ 00 U . ` ' r O _ - - C 0 C OU O ` C C- V n `t L;- -p C :a c --' V kn < V 4 » » •-A _ _i > 3 " �V, n 3 -- _ - , _O . = > y r- .O -• a -• V U c," > J () ^ '^ U •.J• r, = �" r ` 2 - f U ^ V Or - N = c- - c ' ^ p _ O p v >, ,� N '^ c .� .� �J ' L , n ,,, n C. U U n C. j n �_ ,J•. p O C U ? 'li U >, O ^ =- 0 p , v • u �•, - 3 u » n n n U -- C ''3 ` y» - -C7 �.- � •O O y = L C. .O L .r-•• » U O U L •L L ^_ 'O .n. O :7 rC3 r :A U •>'' i>'. = O � ''J_ v ° ^ " 0 .13. �` O 0 y � _ �,3 v ^ r u -.3 C. -,�. > `u 0 � u s-• O •O 3 3 u U -- r N �! r O I O a, r r y 0. - L L n n U L .. C cu = ;= ^ 113 t) CZ 3 3 n _3 n U n , U U O> J V -A > 0 ` ^JS T T O J n $C. O V ^= O U 1 • 7 = U 2= .C. O t_ .� ✓� v .7 .� �n - L. cOJ n O N J n ,� .� .U. J t ^ y C ^ `' p O Wi l.3 C: ^ � - 'r " r G 0 � u U a ^ � ^ •- ^ � V � -0 L � c c7 =- ^ » � = c`3 -�-J. •3 u r- h `L, _v, --.1 n U n - -3 - U n ° 1 y U» r =.- y U - c> r c- c c u �r3 "' c q L n Li ° cs �-� - h f3 -u^ -n c a - _t s? _ f -•o v u 3 -0 - r .3 L :D O O v, = 3 O� 7 U . C 7 ',J_, z U O x �^ U y 0 0 a a x �- T O u 3. 0 O C -+0 0 3 1` O a `� a 2 ;z.- �: C7 ' 3 v r - r �J - 5 = a u • J .L y V .'•moi <>, < n V :3 U 'p •� -3 < ' _ 1J -, in ;.) U » U r"' U > Z. O ' o' y J U ^--. •' O �i ;n C/) E - 'p = r -I U - p n n U -0 0 U r- V 1.Ct�� is �" n 0 C _ 0 U V «L V » V V C L ri V 3 » > y ;n -- C. C. ' v 3 C u '^ r- •� 3 '' c C. i u n G u^ C3 • J _ L O O .. l- ,,, V) < -a , d < C) C x C) i V1 N _ o C. ^ .:3= z ° c3 O E r2- O C :4 -= J � =U - - 3 p -- ^ 7 n° U .- L p> L u O C= � O f n 45 c.0.. , O C) L c3 p S " --. y f U UC.) r -o V U -_J 0 .O :0 U x » r i -0,3 T" V » 3 - c`3 " J Cyt ` U ' 5 U U O ;,; n r -O u U �. ,.. O U U .3 � U » 7 E. � z » r-^. C F) - u 3 > u u c ° c3 � o L r3 `° 3=-3 o� h' 3 g 0 .^ O= � U >, 0. T UIIA O` 3 0 0. U 0 `j L » 0 > v0 t y ^CZ U , o no ° � 3.= r3 V) =3 -- u 3 , o c Vi c^ L6 = p c ate. -33 0- -- V) v- uvs .= 6 c r -0 O v, 0. 7 C c ,, . _- .. C c .... O C: c � _, • n U , O O --JJ U ° v Ln ° ' " .O » ry o 3 C r3 O C- C • C n R U = r• L J -0 U^ U » C- -O a� r 7 2 vn� OL U = ^ .O -•O U C3 ^ i y, c- -o r a u • n � = ? r , u w ? Q - y c3 .0 r o ao n ", s r n 4: 3 o v u c V) > V � O-1 , `L• Lam. L = ' a ' .13 O '" .� J VI . J tn•' c- u v L x - .c v L C: ^ G ^ T .s: U 0 y- n J^ 7 � 1 h .^•• 3 L u 7 O 0. O " O J O u 3 VU) 8- ,C,3 2t< - U 6 ::: O O O . cn 4 I7 y = V L = L -1 _ V -- = �, 7 >, r I i CJ .,.^JJ 'j a S .0 - p -3 .U- n ? J n 0 - - j Ln .- u 7 , = {J ^ J - C) L w- :A G r T , r >, V r ' 3 > - J n = Jr 3 J 3 ' C � -_ = 0. - v, c3 = >, l n ; ;7 00 = r = u v: . L � u = - A A U = r O U C c.. n 0 U, r j U U :A � 0 `l _ J u u c,� o - u .'j U 3 L _ u �s C� ^ ,� J. - > = v c3 c' _ - cs 72 U I-) -J U - 3 �,LJ n U .r-' r c 0 tL)_ >, V 3 O- V U -^ n 2 ^ v: �-' l > n? E M. - .7-- , 3 ---- •r. "L :/) L 0 - :z O 1 . ° C -0 V V C. V 7 tr L -3 n -A U U ^ O ° = '-) - n 7 C ^ r. O » � � j3, _:4 • 0 ^ EFi 41 O ^ . V ... • A 'b �... 7 ;n -) 'O ,) -- C ^ < r. • O tz , n n U Z '� C j - V 7 y 3 :) 71 7 J r1 '^ n 0. U v ^- n» O L V " 3 U . ` n - < `' > - " c u n - " •" G^ 'n = r 7 r `j a ^ r. ... ., r O - tr -- N n ' -- C u � R 7 , -r3 G � - , LO c� r O 1 - ^. ' n - O O I) ._ .. - O L , V 'J » O J n' i O>+ - J 1Vi y .r- ,7 O r- " C) J ) O= -� � = A C % 3 .T -�: O � '° ,3 v G >; v, � �, � � •` � Or . •U O < . � O � •= C: - � cs � � � 3 � V U c^UY u :n .= _. V _ •r.' ^ � 3 = o = - c. n c n n ❑ » � . I L. m v �. -� ' v ,-.Y n - ' u 1 `� :A j u - L r -.- CL V = c..-fIs L � C � V -0 n C L 0. 7 'V p •. J -, .)j � 3 1 U -� j V :i '.yy. n t', r : D ^ O tVn •� J G O '•njto� , =3 �. = ' C 2. L.. O ^ n -y7 'j J 'J- J ._ >, 0 � U . O ` •C - c a O L - 3 ` . 73 r V O - •3 '^ C.'° L - � 3 = c... n r 0 �, - - :3- O U O 0 ..^. r C yr u ('� » • - M '••- c `'-' h -_� •r3. I-'3 U .^. > n � :A .- y V L L- 0 1 c p h� U- LL, L .- ;5 .-� r u � r3 = 0 n»»» n O '�-J y U .�-U- V r • _ - L tn. =% O -0 `' L _... >, ti. > . 5 u to .-U- o t-- y c�i ' - a .'i.T cis a U j .� ' L 0 "U" " , f... O ee3y U - 7 C '� O c3 r-0 L O L - O U L L T 7 n y n C- o - = c _ u c C L b .3 3 7 >' u c3 U U 3 >, .r•. >, C . 7 3 3 ;3 '•3 b J 'C7 '� .0 G U `- -O 0 O � r C- n 1 n '� I :US o ,0„ 0 V ,>, O L1 3= 0 "0 1.,. U L > �- O " r y '.Z u L - i U u o 0 0 0 o a <, ... n L ,^. :) `) » O u_ U vi V L .`. U- 4- ,r- ". >, L a O y V v O - - J '" 0 » >, T N N N N N V L ,- E n > .- t- n L ` u ° J , r u >, L L = n c- » C - u �' u o ° p y • c - _ -_ _ u - l _.13 = 0 u - = 7_ u ;) •r, E. 3 = >, 0 C n O U U - V -rJ• 0 .V. U r >, . `) , r 3 V C ri ^ O 'O '0 ro c-- ') _n, L tj U J L) j •� r 0 = U U U o 0. 'i. > O ^ U r U U^ 0 ) �: -- 0 =� O J a n >, U �`. ` 2 V U 2 n _ r :-0 L j U C- .^-., ^ c3 L .b `) _ L n U ',> _ >, C, u °� _ U tj ') U �_ - 3 ^ n G = 0. n p _ ;3 `' - G J 'J G 0. v 7 y '•' U ^» L U u U ✓ v `-) fr-., '. U p O -0 C 72 c' U O �. = :/) _ ) L - - � L•. < C) V c j .n,- n ^. .3 L U » O - ..U-� - .O , U = ` 0 M y V y' • .O-'- • - J n :) -3 L t4 ^ L '^J, --. L 7 '� ` r 0. 3 >- U • K t)O L- p c3 0 0 V O U U� - c3 - `) � �_ � n O 0» u :4 c O U L- i� ^ U O a U 0 O 'n � 3' L _U - - L > -3 o u C n L z a L u= > c c u :d n u > u E» J` "- >> O -= r-oO U V O -» y D. C U UU = R� >> 'tn U•; O n u_ r O ^ U J U -� [O) 0 �J rzC' O y� U SA r U r i?) -.tri ' �- - _� u o o .�L.+i rG- yf-r r V j •L". 1U-. • U ` Jr.. '.-r • = u 113 U ° lea.. - L ° LL ^ ? '-i• y '�i = - o --J- ri �-2 u U u p r3 , 3 U 3 u g `' _ v �' » U `� u ° u a v E x o .^J. u i Ts L 3 r .. i :) r J ^ U d p I G y ° (f' L L L r-' _ ^ .r.. LS. 9 -1 J • U � L V U' L � .J.- •�-�, :) U O � ;/) :) -'� ^ -^ - .. 'n � V v '� U » .3 c3 .= l'J.. C: 1 _ C3 L O n '» » » 0 L » c - ^ .c •nj y < �_ - U U p ? = = �.. ^_ "U G. U C: `p = x C 3 U O O O 0 n =^ v 0_ .,; C u .` • O ^ O T 7tr .= =� C. U C±n r •r -n- �J-• U C ,,3 'n j L. -cy, y >� U L E-- 3 u u 7' O v^ Y i C C - .-3 ') » r 0 > -A -r n U _ O r - V .1 » C L O 7 O � � c1 U V L V -r, 0. :� U O L » U`. V °� V L U y C 3 t� �- -^ C- ^•= ly OU O n '--- v 0 lU- C n L .- U.- O n» . i O a O -D ^"J O^ -L•, 'O »» - a c .U. .U-- _ 0 n _ U �" '» U ^ M -. C. J O_ L y �". 1 _ V 7 r 3 J ', U. a � t... O ') L> 3 3 � ^' 0. n U» C• -, C O C3^ -0 u C 3 n - > -J n A -3 -° - 0 ^ C V�- 0 v � U ul L O •» O u U p f3 Ci' p �• p �- d a" 0 >, `- O .U. U U u U U U U '^ L O j:, U n v CL ^ < .-0 •-"„ V U » O _ tj O x L - ^- 7 - o U = 3 3 =3 u '� - 3 y lU. ' O, 0. 0. O C ' in » _ 00 U . ` ' r O _ - - C 0 C OU O ` C C- V n `t L;- -p C :a c --' V kn < V 4 » » •-A _ _i > 3 " �V, n 3 -- _ - , _O . = > y r- .O -• a -• V U c," > J () ^ '^ U •.J• r, = �" r ` 2 - f U ^ V Or - N = c- - c ' ^ p _ O p v >, ,� N '^ c .� .� �J ' L , n ,,, n C. U U n C. j n �_ ,J•. p O C U ? 'li U >, O ^ =- 0 p , v • u �•, - 3 u » n n n U -- C ''3 ` y» - -C7 �.- � •O O y = L C. .O L .r-•• » U O U L •L L ^_ 'O .n. O :7 rC3 r :A U •>'' i>'. = O � ''J_ v ° ^ " 0 .13. �` O 0 y � _ �,3 v ^ r u -.3 C. -,�. > `u 0 � u s-• O •O 3 3 u U -- r N �! r O I O a, r r y 0. - L L n n U L .. C cu = ;= ^ 113 t) CZ 3 3 n _3 n U n , U U O> J V -A > 0 ` ^JS T T O J n $C. O V ^= O U 1 • 7 = U 2= .C. O t_ .� ✓� v .7 .� �n - L. cOJ n O N J n ,� .� .U. J t ^ y C ^ `' p O Wi l.3 C: ^ � - 'r " r G 0 � u U a ^ � ^ •- ^ � V � -0 L � c c7 =- ^ » � = c`3 -�-J. •3 u r- h `L, _v, --.1 n U n - -3 - U n ° 1 y U» r =.- y U - c> r c- c c u �r3 "' c q L n Li ° cs �-� - h f3 -u^ -n c a - _t s? _ f -•o v u 3 -0 - r .3 L :D O O v, = 3 O� 7 U . C 7 ',J_, z U O x �^ U y 0 0 a a x �- T O u 3. 0 O C -+0 0 3 1` O a `� a 2 ;z.- �: C7 ' 3 v r - r �J - 5 = a u • J .L y V .'•moi <>, < n V :3 U 'p •� -3 < ' _ 1J -, in ;.) U » U r"' U > Z. O ' o' y J U ^--. •' O �i ;n C/) E - 'p = r -I U - p n n U -0 0 U r- V 1.Ct�� is �" n 0 C _ 0 U V «L V » V V C L ri V 3 » > y ;n -- C. C. ' v 3 C u '^ r- •� 3 '' c C. i u n G u^ C3 • J _ L O O .. l- ,,, V) < -a , d < C) C x C) i < U = °ri - - n C7 < p i r - c. ,Itv, O O o O O O O 00 ON _: 0 O