Loading...
HomeMy WebLinkAbout1682-L �- AY C _X? -A.L- -A- A -A- 0 BASELINE RDo , VICTORIA PARK LANE & HIGHLAND AVE . KAU FMAN & BROAD ST_ R T ANDSCAP P ANS 801 CORPORATE CENTER D # 201 POMONA ,LANDSCAPE MAINTENANCE DISTRICT 2 CALIFORNIA 91768 9 09 802 - 1130CITY OE RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE P . O . BOX 807 RANCHO CUCAMONGA, CALIFORNIA 91730 TRACT NO . 15875 VICINITY MAP GENERAL NOTES QUANTITIES SHEET INDEX L-1 TITLE SHEET DAY CREEK BLVD. - STREETSCAPE STREETSCAPE MEDIAN L-2 LANDSCAPE CONSTRUCTION PLAN - DAY CREEK BLVD. 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE TOTAL S.F. OF NON-TURF LANDSCAPED AREA 69,133 sf 5,841 sf L-3 LANDSCAPE CONSTRUCTION PLAN - DAY CREEK BLVD. ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. TOTAL S.F. OF TURF AREA N/A N/A L-4 LANDSCAPE CONSTRUCTION PLAN - DAY CREEK BLVD. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. TOTAL S.F. OF HARDSCAPE AREA L-5 LANDSCAPE CONSTRUCTION PLAN - DAY CREEK BLVD. 3. ALL WORK SHALL BE DONE IN ACCORDANCE TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD FOR PUBLIC WORKS CONSTRUCTION. COBBLE HARDSCAPE 12,420 sf 13,900 sf L-6 LANDSCAPE CONSTRUCTION PLAN - BASELINE ROAD 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC SIDEWALK (OVER 4' WIDE) 25,950 sf N/A L-7 LANDSCAPE CONSTRUCTION PLAN - VICTORIA PARK LANE LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-8 LANDSCAPE CONSTRUCTION PLAN - HIGHLAND AVENUE 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND TOTAL 38,370 sf 13,900 sf L-9 LANDSCAPE CONSTRUCTION PLAN - ENLARGEMENT OF VICTORIA PARK LANE do BASELINE ROAD SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. TOTAL S.F. TRAIL AREA N/A N/A 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR L-10 LANDSCAPE CONSTRUCTION PLAN - BASELINE MEDIAN SATE AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON TOTAL S.F. OF ALL AREAS 115,823 sf 19,741 sf L-11 CONSTRUCTION DETAILS DAY BLVD. THE PLANS. TOTAL ACRES OF ALL AREAS 2.66 cc .45 cc L-12 CONSTRUCTION DETAILS 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND L-13 IRRIGATION PLAN - DAY CREEK BLVD. W STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER.T. TOTAL STREET TREES 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES PYRUS CALLERYANA 'BRADFORD' 62 68 L-14 IRRIGATION PLAN - DAY CREEK BLVD. SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. L-15 IRRIGATION PLAN - DAY CREEK BLVD. = 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION WASHINGTONIA ROBUSTA 61 0 L-16 IRRIGATION PLAN - DAY CREEK BLVD. FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 TOTAL L.F. TRAIL FENCING N/A N/A 4t DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, L-17 IRRIGATION PLAN - BASELINE ROAD �s Z TOTAL L.F. OF CITY MAINTAINED WALL N/ FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE A N/A L-18 IRRIGATION PLAN - VICTORIA PARK LANE b SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, TOTAL L.F. OF CITY MAINTAINED FENCE N/A N/A L-19 IRRIGATION PLAN - HIGHLAND AVENUE 0 Z FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO � INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO DEEP THE IRRIGATION SYSTEM IN L-20 IRRIGATION PLAN - BASELINE MEDIAN W BASELINE BLVD. (INCLUDES EXTENDED MEDIAN) STREETSCAPE MEDIAN L-21 IRRIGATION DETAILS FULL WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTCIDE APPLICATIONS REQUIRE A TOTAL S.F. OF NON-TURF LANDSCAPED AREA 3,243 sf 7,727 sf L-22 PLANTING PLAN (TREES) - DAY CREEK BLVD. = P.C.A. RECOMMENDATION. L-23 PLANTING PLAN (TREES) - DAY CREEK BLVD. J 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE TOTAL S.F. OF TURF AREA N/A 0 L_24 PLANTING PLAN (TREES) - DAY CREEK BLVD. U1NUMBER 760-438-0525. TOTAL S.F. OF HARDSCAPE AREA 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L-25 PLANTING PLAN (TREES) - DAY CREEK BLVD. m A. BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8" WIDE X 6" DEEP CONCRETE HEADERS COBBLE HARDSCAPE 1,948 sf 5,978 sf L-26 PLANTING PLAN (TREES) - BASELINE ROAD B. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8" WIDE X 6" DEEP CONCRETE HEADERS SIDEWALK 0 sf N/A L-27 PLANTING PLAN (TREES) - VICTORIA PARK LANE C. BETWEEN CITY-MAINTAINED GC AND ANY PRIVATE-MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS D. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS TOTAL 3,289 sf 5,978 sf L-28 PLANTING PLAN (TREES) - HIGHLAND AVENUE 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT L-29 PLANTING PLAN (TREES) - BASELINE MEDIAN SHALL BY MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC TOTAL S.F. TRAIL AREA 0 0 WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. TOTAL S.F. OF ALL AREAS 6,532 sf 13,705 sf L-30 PLANTING PLAN (SHRUBS do GROUNDCOVERS) - DAY CREEK BLVD. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: L-31 PLANTING PLAN (SHRUBS & GROUNDCOVERS) - DAY CREEK BLVD. A. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. TOTAL ACRES OF ALL AREAS .149 ac .065 ac L-32 PLANTING PLAN (SHRUBS do GROUNDCOVERS) - DAY CREEK BLVD. ® B. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE TOTAL STREET TREES L-33 PLANTING PLAN (SHRUBS do GROUNDCOVERS) - DAY CREEK BLVD. CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL MAGNOLIA GRANDIFLORA 9 0 L-34 PLANTING PLAN (SHRUBS do GROUNDCOVERS) - BASELINE ROAD AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. C. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. PINUS CANARIENSIS 4 0 L-35 PLANTING PLAN (SHRUBS do GROUNDCOVERS) - VICTORIA PARK LANE N.T.S. D. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' 0 3 L-36 PLANTING PLAN SHRUBS & GROUNDCOVERS) - HIGHLAND AVENUE L-37 PLANTING PLAN SHRUBS do GROUNDCOVERS) - BASELINE MEDIAN TOTAL L.F. TRAIL FENCING 0 0 L-38 PLANTING DETAILS TOTAL L.F. OF CITY MAINTAINED WALL N/A 0 L-39 SPECIFICATIONS TOTAL L.F. OF CITY MAINTAINED FENCE N/A 0 MAINTENANCE RESPONSIBILITY MAP XERISCAPE ASSESSMENT SYSTEM SUMMARY L-4o SPECIFICATIONS L-41 ELECTRICAL PUN HIGHLAND AVE. E MEDIAN L-42 ELECTRICAL PLAN TOTAL S.F. OF NON-TURF LANDSCAPED AREU11 N/A L-43 ELECTRICAL PLAN TOTAL S.F. OF TURF AREA 0 L-44 ELECTRICAL PLAN ELECMCAL PLAN MAINTENANCE RESPONSIBILITY AREA TOTAL S.F. OF HARDSCAPE AREA L-46 ELECTRICAL PLAN COBBLE HARDSCAPE N/A SIDEWALK N/A CONSULTANTS TOTAL O ��([� � O �POINTS REFERENCE TOTAL S.F. TRAIL AREA 0 LANDSCAPE ARCHITECT: UTILITY CONSULTANT: �Cey � � �� '�° P0c ' d9I. LANDSCAPE [POINT VALUE] CLAIMED (SHEET /REFS) SITESCAPES, INC.TOTAL S.F. OF ALL AREAS 0 �i .`, 2782t. WATER CONSERVING PLANTS.[20] 20 L-20 TO L-30 TOTAL ACRES OF ALL AREAS 0 19762 MAC ARTHUR BLVD., SUITE 130 JOANNA FUTERMAN, INC. D CREEK BLVD. TOTAL STREET TREES IRVINE CA. 92612 27322 CALLE ARROYO , SUITE C 2. TURF LIMITED TO 2570.[20] 20 L-20 TO L-30 SAN JUAN CAPISTRANO CA. 92675 PHONE N0. 714 644-9370 sic gat � LAGERSTROEMIA INDICA 'MUSKOGEE' • 13 0 ( ) PHONE N0. 949 248-9242 J' UTE J _j 3. PLANTS GROUPED BY WATERING NEED.[10] 10 L-20 TO L-30 ( ) 2' 9 W TOTAL L.F. TRAIL FENCING 0 0 aaTt lF °oN �0� m 4. HARDSCAPE (NON-IRRIGATED) SURFACES.[10] 10 L-20 TO L-30 CIVIL ENGINEER: OF �� 5. PERMEABLE PAVING.[5] 5 L-7 TOTAL L.F. OF CITY MAINTAINED WALL N/A 0 VISE WAL_L_Lp 01 -- -- TOTAL L.F. OF CITY MAINTAINED FENCE 0 0 MADOLE AND ASSOCIATES, INC. W $ 19 2$ x eq -5 31µc �•ra o - W s. LOW-WATER TURF VARIETIES.[5] 0 10601 CHURCH STREET , SUITE � . . . . W 107 2 V) 7. MULCH PROVIDED IN NON-GROUND COVER AREAS.[5] 5 L-20 TO L-30 VICTORIA PARK LANE STREETSCAPE MEDIAN RANCHO CUCAMONGA, CA. 91730 Q9101 Ln N 8. SOIL AMENDMENTS.[5] 5 L-20 TO L-30 Ove, _ � (,Yj -O�Z ?-3r-O� TOTAL S.F. OF NON-TURF LANDSCAPED AREA 18,164 sf 4,524 sf PHONE NO. (909) 948-1311 city DESCRIPTION OF REVISION DATE APPROVED � TOTAL POINTS CLAIMED: 75 TOTAL S.F. OF TURF AREA 6,468 sf 696 sf _ PALO VERDE [MINIMUM POINTS REQUIRED: 60] TOTAL S.F. OF HARDSCAPE AREA C,13 M 041 CITY OF RANCHO CUCAMONGA COBBLE HARDSCAPE 356 sf 0 O DAY CRE BLVD. SIDEWALK 3,539 sf N/A TOTAL 3,895 sf 0 v I I. IRRIGATION [POINT VALUE] TOTAL S.F. TRAIL AREA 2,701 sf 0 cl DAY CREEK BLVD .TOTAL S.F. OF ALL AREAS 31,228 sf 5,220 sf 1. LOW GALLONAGE IRRIGATION SYSTEM.[20] 20 L-13 TO L-18 TOTAL ACRES OF ALL AREAS •717 cc •119 cc TITLE SHEET LSI J 1 - 2. AUTOMATIC CONTROLLER.[20] 20 L-13 TO L-18 > _-_ TOTAL STREET TREES w 3. DESIGNED TO WATER PLANTS BY WATERING NEEOS.[10] 10 L-13 TO L-18 MAGNOLIA GRANDIFLORA 4 0 0 1 0 APPROVED BY: ago 4. SOIL MOISTURE SENSORS.[10] 0 16 0 / , • ' DATE Q 5. RAIN SENSORS.[5] (LOCATED AT CENTRAL CONTROL SYSTEM) 5 L-13 TO L-18 BRACHYCHITON POPULNEUS _ ANARIENSIS 11 8 � � CITY ENGINEER R.C.E. N0.24953 5 1 do L-14 PINUS C N NSORS. 5 L 3 WIND SE L 6 [ ] � DESIGN RECOMM DED LLJW 7. SENSITIVE TO SLOPE FACTORS.[5] 5 L-13 TO L-18 LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' 2 5 H M--� (n MAINTENANCE RESPONSIBILITY AREA WASHINGTONIA ROBUSTA 8. RECLAIMED OR RECYCLED WATER.[5] 0 6 0 U � 1 T ! C A P ! � Landscape ++ra fto 276 If 0 TOTAL L.F. TRAIL FENCING DRAWN Architecture a s.M. +30 SHEET M12 TOTAL POINTS CLAIMED: 65 TOTAL L.F. OF CITY MAINTAINED WALL N/A 0 �(ea)) "u-s4-9 np � , u"".,a:ra L-1 OF 46 s" FM as-+au N.T.S. [MINIMUM POINTS REQUIRED: 60] TOTAL L.F. OF CITY MAINTAINED FENCE 276 If 0 CHECKED DRAWING NO. Dote: _ _ __ _ SHEET OF �fse- NOTES ARE To s o f pLemetli&T(NeT so fe I CONSTRUCTION NOTES - �� a�k ><PG��s. Amp crry, ><o3. 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to the attention of the City Inspector. 2. See grading plans for vertical control. 3. Contractor shall be responsible for making himself familiar with all underground utilities,pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown flp2p, VINGobstructions and/or grade differences exist that may not have been known during design. Such VING (TYP.) conditions shall be immediately brought to the attention of the Landscape Architect and City Inspector. 01 gym' The Contractor shall assume full responsibility for all revisions due to a failure to give such notification. 4' 5.Contractor shall be responsible for any coordinating with other sub-contractors and City Inspector as required to accomplish construction operations. _ DAY CREEK BLVD. 12' 12 13 3m"R1 ib" 24" 2 ON 6. Concrete surfaces shall be formed with long,smooth gradients to reduce dips,abrupt changes and sharp transitions. 7. All curvilinear walks curbs,headerboards and walls shall have a continuous smooth curve where 7,1777 7 7 - - applicable. All forms must be inspected and approved prior to beginning that phase of the work. f 24" 18"24„ 18" _b loll q M FIRE HYDRANT LOCATION TM1'. 6TREET 1.I6HT LOCATION W 8. All concrete flatwork to bei"minimum thickness and located as shown. Concrete will be _ of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and N ELEVATION) RHOOD tNTR`r'WALL w ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation •'-�" L-11 (ELEVATION) is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. ..._....................................................... ...... ?#`-- -- . ..... �•• _ 21'-b" �' n' 'i' t2' 12' (f� Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture _.. . - - - _ __ I,,•b,, 1b'-b" 8" 1m' _ - . . ._. .._.. .. .•�. _ � a e approve prior to construction an shall e m accordance with the ACI 301. Concrete ._...._...._ . that has been tem ered b water or cement after concrete has partially harden r _ ... Pre P Y P Y ed, is not 3b" - -' "- acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive 4� _. ,' :''':'. • ' " sign ' :;•,,,. ,.:: � �•... ''., . . ... _ strength of concrete shall be made in accordance with ACI 301 to verify that it meets de . v • ..::. Stren :. ;• • �•:.. �"'� irements. Concrete shall becontinuously, where possible and thoroughly consolidated lu h mec anical vibration other methods 'n or ) accordance with 1 by ACI 301. All finishing shall be in U accordance with ACI 301. 04 '° - 9.All walks shall be >3 thick concrete with a med.broom finish. Install expansion joints at a ` 8 7 6 '' -0 12' o.c. and at comers; scorelines at G o.c. or as shown ofiplans and in accordance with all local codes AHo 6RFF_1N Sop6C U I ' aim 6H W L! 5 4 3 2411< 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. ' ' ,� ' POR 1m 6CALt tNLA SI!"W"I" 2 1ga 8 8 P .: C) ' OP THIS AREA P MIRTER WA"� Refer to appropriate plans. WALL a ' 4 PEDESTRIAN WALKWAY S LOG PER C LOCATION PERC.S. PROJEC I LIN5 _ 11.If in the field, scaled dimensions conflict with stated grades, and/or elevations,the design elevation L-11 LIGHT LOCA ION ITYPJ PLANS ¢ shall take precedence. PLANS. R a�ER T DETAIL POR r1rPICAL PIN16H PATTERN a 12.Prior to lacing concrete,the Contractor shall sufficiently moisten the subgrade and provide subgrade Dt CORATI COBBLE ROCK W preparation per the soils report. L-11 PAVING (T ) I Rb aMANIT9 15MLDtC ) W _ _ IXI 16 - f_ f - _ - - =41 - - _ �- -/ - - - 1_ _ - - o L-12 13.Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing,base material, MATCHL S E SHEET L-6 etc. for all hardscape paving,wall footings, etc. 14. For masonry and wood construction notes, if any,refer to separate list of requirements within this package. t Sro p��RE�A"C1�. pwvI Nto WI-M14 -ME MMA14 tS -M NAVE cJ� 4, ve. L%{ Go ARSE Fir4tsA . PKiIII&VE To PRec-EED%N6 Wl?� AIA. Su" wow, 'THE C.0KTWAGTOR 6HAtP+R.ov1Pe- A 10 Lo*14c, -MST F^tA E 1_ � c iT�C P•��tpVNcl.. . GRANITE BOULDER NOTE GRANITE BOULDERS PROVIDED ARE TO BE WITHIN THE FOLLOWING SIZE RANGE 18" — 36" DIA. INSTALL PER DETAIL 5, SHEET L-11 SHEET KEY SHEETS SHEETS SHEETS L-2, L-13, L-7, L-18, - L-3, L-14, ' w , L-22 & L-30 L-23 & L-31 L-27 & L-35 CREE BLVD.ZZY3 0 J - W W _��—___ • - m �-- W 6 DECORATIVE CODBLN ROCK L-11 PAVING (T1'P.) 6 I bRANITE Dd,ILDERb CTYP.) N W 206' L-11 L-12 L 11 WCEXP06EDPAAGGREGATE,FIN1 I SHEETS SHEETS 000 L-6, L-9, L-17 L-8, L-19, — 6c�-34 L—2 8TC-3 DAY CRE BLVD. DAY CREEK BLVD, 2'-�" _ D W h 4 19 - TYP � '' - m 21- SCALE NOTE: Q W — NEIG1421ORHOOD ENTRY WALLLLJ— L-II (ELEVATION) T1'PI WellM THIS PLAN IS SHOWN AT 1"=30' PIRt HYDRANT LOCATION SHEETS SHEETS SHEETS SHEETS (t ) N L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, �d'•e" 2s'-6" -e" 13' n 2'• " 28' Is'-6" 2s'-6" _ W L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 _... 01 __ .. :...:. V] ��E��o K. �otyE',p DESCRIPTION OF REVISION DATE CITY .: APPROVED: w 2782 V W W `f '•1 �. Y T OF RAN . ��•• C H 0 C UC AM Ll ONGA AA 18° 24.. 3e �I 4 I J, (. lZ or Q nl �I '� + �qr p103� ' CONSTRUCTION PLAN - PR TMTT LINE 40 39 38 37 36 35 34 33 32 31 �' _ F of CA1-��� Z a v DAYCREEK BOULEVARD 6 C=CQATi COBBLE Roar a -< TRACT 15 8 7 5 • � — :.. L-11 HYING It PJ 3 CRETE OIDEWALK TION PER G.E. L.-Il PL N6. RE Q TO DETAIL OR TYPICAL — APPROVED BY DATE- el PI 161"1 PATTERN CITY ENGINEER ziv RCE 0 4953 DESIGN RECOMMENDED SS I T E S C A P E DRAWN Landscape Ism r.. #~O.O...a Archi+ec+un suuN 130 SHEET It G M12 HD/MM/CB & Planning amen r.N,a , usm L-2 OF 45 (U1) "4-1370 FAX .71-MU 0 30' 60' RLA No.: 2782 'I- CHECKED DRAWING NO. RP Date: 5/25/01 File No.: 99-024 SHEET go-IL OF JISH 6 I GRANITE BOULDERS CTYPJ L-11 L-iZ C'V IbT'-6" IBS' 4m'-b" 6 DECORATIVE COBBLE ROCK 6' L-11 PAVING CTYP.) DAY CRE K 29�'_bll E--t - "�' 11 DAY - 24 CREEK BLVD 24 27 28 /29 30 _ - ' 36 - e T 1 FIRE HYDRANT LOCATION IQ=t2"-� STREET LIGHT LOCATION 2 -b' Z4'' 18 W (T1'P.J tTMp� ItYQ.J T'I'P. NEIGHBORHOOD ENTRY WALL NEIGHBORHOOD ENTRY WALL W w f 0'-b• 1-`N " 4'-b" N b'-b" �I N L-11 CELEVATIONJ L-11 (ELEVAT10►�i) FIRS HYDRANT LOCATION IE'-b ib'-b Im' 1E'-6 6 � ��; -b 13 38 •6J2--6"11," 2 -b T 19-b 68' 25 2m'-b I b i -11- N 1 1 -b _ _ b I 11 4 -b I 11 1 N 3 v � 11 4 611 3 4 1. .. . 7. .. •.A. •1,' .^ 1• 1 1T i t �tw i P AA Alf Z4" _ -k. 47 46 45 44 43 42 24 83 141 . I 1 'I•:~• 1 �- I 1.. 1 +l� 1 .86. 1 — 385 84 82 81 80 LL' 3 CONCRETE 8I ALK PERIMETER ALL �: OJECT MIT L E ` 4 PEDES IAN WALKWAY 3 CON SIDEWALK 6TORYDRAIN - C DL■ ROCK L-it LOCATION PE C.E. ITYPJ WALL � F- L-11C N�CsATTYP.J :' LIG4? L CATION lT`r'P.) _ PLANS. REQ TO LOCATION CA. L-11 LOCA ON PIER C E. EAISE""ENT DETAIL FORT ICAL PLANS PLADETNS.I PRIEMEROR TO ' PUNISH PATTis PINI PATTERN ' GRANITE BOULDER NOTE GRANITE BOULDERS PROVIDED ARE TO BE WITHIN THE FOLLOWING SIZE RANGE 18" – 36" DIA. INSTALL PER DETAIL 5, SHEET L-11 SHEET KEY SHEETS ETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 - 3 CONCRETE PAYING CTYP.) L-11 W/ EXPOSED AGGRESIATE FIN161-! - 8■E &„4� Le CRE BLVD. 3 POR 10 SCALA ■NLARGEI"TENT _ O ,— — — — W OF THIS AREA _ m 10 m w cn -. 36 w EETS SHEETS SH 7 411,X36" PIR$ HYDRANT LOCATION 1. ~ _ w 6 �2 -6" ITYP.J DAY CREEK BLVD. ✓ ' L-26 & L— 4 � NEIG+-+BOIENOOD ENTRY WALL � � 04 00 DAY CRE BLVD. J 0 66'-b" L-11 (ELEVATION) 2' 16' 38' 14' 26' 000 P M _ 28' 18' 2b' b'-b -b" �' '_6116'-6 b" W 1 r ^ m SCALE NOTE: LLLILI �l r - w 20' 1m' -6' 12' '-b' 2' W W W — Z THIS PLAN IS SHOWN AT 1"=30' " T ~ SHEETS SHEETS SHEETS SHEETS LF low - , ` L-10, L-20, L-7, L-181 L-4, L-15 L-5 L-16 ". Z ^,,. •_ :� � '� � la L-29 & L-37 L-27 & L-35 L-24 — ■ r r l & L 32 L-25 & L-33 AA AA .f II 24 • .' _ _ _ I8 1 `►,N D S C,�P U � • ..::.•, .:•:. _I - 3 GONCR SIDEWALK � � ' � �'K: �-"� `/ h LOGATI N PER c �aE��15 ro�yFIf,pDESCRIPTION OF REVISION DATE APPROVED: 24" PLANS. RErER TO -. i µ ,� ' �� `�,� '�6 ,y/ 9 7 6 l 5 DETAIL OR TYPIC _ �j c; �� 2782 iI _7� 1 •vl 1 9)� I •:� 1 1 _7z 74 FINISH AttERN ( 3 72 �� � CITY OF RANCHO CUCAMONGA JE' IMIT r� MAT E EET - GRANITE BOULDER (7YP.) 6 DEC T1VE COBBLE ROCK 6-11 -IZ L_„ PAVI (TYP.J � - - - - - - - - �� �' • ', ��� CONSTRUCTION P o �9r o� v �F CA1-�� s� DAYCREEK BOULEVARD TRACT 15875 APPROVED BY DATE: 0 CITY EN-1.INEER RCE N 24953 DESIGN RECOMM DED SS �� sITr CAPE ] DRAWN F Landscape 19M Ube ate".9eulwe.e ' Architecture S'** '30 SHEET -._-- -, Wow, G 92912 HD/MM/C8 & Planning Meeere relhem oo. uwN"= 2M L——3OF 46 SEE SHEET L-2 FOR CONSTRUCTION NOTES. ""' `�"'° FAX "`—' r - ,.. . CHECKED DRAWING N0. 1 , RLA No.: 2782 0 60 RP Date: -:51 r-:101 File No.: °� • L' 99-024 SHEET _ � ✓ OF _ 6 DECORATIyE CODDLE ROCIG 6r-I' GRANITE DOLILDERS (tYP•) 3 CONCRETE PAYING (TYP.) L-11 PAVING ITYPJ L-11 L-12 L-I1 W/ tXI'OSED AGGREGATE PINI ri 2119 153'10 166' 2,_b11 _ 0 w 36"R 2--b" it 2,411 w 37 38 39 - 42 - - - - - - - — ✓ w wr - • - - • • - - - - -r • -,• - -�. . - - - . � 3b' �2'-b" R"Iq, J R" : J �2'-b" 24' 36 w % ' PI HYDRANT LOCATION T �TMp� DAY CREEK BLVD. v� — �1­1000 ENTRY WALL _ _ - .. L-11 lELicvATl NJ 4'---- -b" 3b' 13'-b" 1'-b". 22'-b" W a._.. SEE�►��9'...,,.,,,,.............................._.....,...,.,.........,,,...,,,.,........,....,................. .... .,.,.,,.. _ _ _ W FOR Im SCALE ENLARGE'*'1E+�lT 41 b 1 b» -+ OP THIS AREA 26 -6 13' 3,' 13'-6" 31' '-b" 31' 2'-b" 21'-6" 4111 21' 28' „ 2,' 1_b 6 _b" __ A _b„ 11, _b x - - — U f � 2 „ b , f. 5 ! w C 1 I w n 36„ h y I 1 2 4 5 6 7 8 9 10 2.4 11 12 13 — 6 Dt ORATh/t C0813LS ROCK3 GONCR SIDEWALK :1 MATC EE SHEE L-7 I rECT LIMIT L-It PA INC CTYP.) -- L-11 LOCATIO PER G.E. PERI WALL I:? � ::{ 4 TRIAN WALKWAY PLANS. EVER TO (T 4r=.) WALL — L-I1 LIGHT LOCATION ('rP.) DETAIL ADR TYPICAL LOCATI PER C.E. A FINISH PATTERN PLANS W ' j; I I I GRANITE BOULDER NOTE GRANITE BOULDERS PROVIDED ARE TO BE WITHIN THE FOLLOWING SIZE RANGE 18" — 36" DIA. INSTALL PER DETAIL 5, SHEET L-11 SHEET KEY SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 1 CRE BLVD. 3 0 m W m LLI � SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, L-26 & L-34 — 8_T �3 DAY CRE BLVD. 6 DEcoRaTlvE CODI3LE Rock � -- L-11 PAVING (TYPJ - W SCALE NOTE: Q --� DAY C EK BLVD. F-� W Q w THIS PLAN IS SHOWN AT 1"=30' N �L 48 4 50 51 w SHEETS SHEETS SHEETS SHEETS Q' 6TREET IGNt - L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, 36" LOCATION (TYP.) L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 w � - w s3' ib' " 11 34'-b" 12. 11 11 i 1_ 11 11 NE OW15 HOOD ENTRY WALL W 34 -b 14 6 3,'-b ................ -b . . 2b_ b 6m'-b _....... . ........ _ —_ .., L-11 LEYAT J __ _.._. __ NDSB >, .... .. ......... .. .T3, ., ............ : . 3t' 33'-t" 6,, .. ......... . ..._..,.. 0 A '�pF CITY w a� 16 P01 DESCRIPTION OF REVISION DATE -b" 11'_6 8'-b" 14' _b11 1_b11 " 41 3 '-b,m_ 1' b' �'~�1��'�o2�s2 y+ cy�iAPPROVED: of CITY OF RANCHO CUCAMONGA 1 Z 1 o Q 4 1 W[ :lam , CONSTRUCTION PLAN A. DAYCREEK BOULEVARD 14 16'-b' 15 1 6 18. 17 18 1 g _ �': , - , _ , ., , - TRACT 15875 JEC IMIT L E 20 21 22 23 APPROVED BY - DATE: 5 DECORATIVE CODDLE OCK 3 'CRETE 61DEWAUC L-11 PAviNG (T�-P.J L ATION PER Cly :.i CITY ENGINEER 4�z - 24953 P N6. RESER TO I; w , DESIGN RCE NO ' D AIL FOR TYPICAL �, . :) RE DED FI ISI-{ PATTERN W SS !Ilel� I T [ C A P t ra Landscape 1+ra em w+*",9wlwe.d DRAWN } 130 I''' ' Architecture a�Am. CA sr1z SHEE - 5• HD/MM/CB a Planning Wo ranee. u..".. nu L-4 OF 46 pw) w"-9370 FAX as-1"2 SEE SHEET L-2 FOR CONSTRUCTION NOTES. CHECKED DRAWING N0. RLA No.: 2782 0 30' v., 60' RP Date: 61;;2_95-101 File No.: - 99-024 SHEET 4;4qLOF 'S l ptArt ��Gc.�1�ST��Jc•'tt0 QTR. DLok t(vt t m 3 ® - 5 DECORATIVE COBBLE ROCK I 6 GRANITE BOULDERS 3 CONGRIM PAVING ( ) L-11 PAVING (T*f'PJ _ L-I1 LW/ mxmoSED AIGGREGAT FINISH-11 2 !T�•) - 01 IsLl DAY CREEK BLVD. 24" 'MIA op 77 77, 2 59 Q �_ ---- - - r den.0 60 - -----—-- - - ---- -- . . 3811 POR 10 SCALE INLAR51!"TENT w IQ•t2' STREET LIGI-IT NEIG+-►�ORNOOD ENTRY IIUALL - OF Ti-IIS AQEA cr�.J -_— LOCATION (Ti-P.) - . ZI_b" 3b' 1b'-b" 1m' 33'-b" 321 2m'-b ' " le'-b" 31' ?31 b�1 E' ?8 r F1 p_bp i�' 10, T-6" e C � , W X. AA 40000 00 \ ,, .'y .4. n♦ , �H.. ... — — _ , .. ,y.' ,fes { � .. I \ i 7 y,I 1 f -I b 8 •�' 12' 11. ■ ■ r• e / b Y / 181 ZI4'I ' � 1 / � ► , 23 24 25 26 7 ' —" ECT LIMIT L � — 28 29 30 31 32 0 ' ai 4 PEDESTRIAN LJKWAY �'� • 3 CONCRETE SIDEWA _ 6 DEC Mille COBBLE ROCK I' L-11 LIGHT LOCATION LOCATIOSN PER CF. PLANS. RIMER TO I L-11 PAVE CT1'AJ DETAIL FOR TfcAL PERI WALL FINISH PATTERN CTYPJWALL LOCATI DN PFR CJL PLANS GRANITE BOULDER NOTE GRANITE BOULDERS PROVIDED ARE TO BE WITHIN THE FOLLOWING SIZE RANGE 18" — 36" DIA. INSTALL PER DETAIL 5, SHEET L-11 SHEET KEY SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, QL-22 & L-30 L-23 & L-31 L-27 & L-35 z NOTE: COQ "�O � � !�`ISZ1�C'Tl a.7�•+j�� lt�t� ^[l�N CRE < BLVD. 3 art t�lZAr-t16" Of TW MSURA AWSGOt`10mom _ o WftA.. O LV, lbtMt 'THE uMw c� MI"C702 Arty 'THS Uj w — _ _ - Cxi�j thu -toe. . 'tt3� us-tl tom,. ��e-�,t G�a�'tota ��+6- - w N w A�� R•� N � S �� l�`IV AW W*eo SHEETS SHEETS Ate' 1 L-6, L-9, L-17 L-8, L-19, LAcNDsC�l w to �wqevs v5 *n> &2,0 TO T� &Insf4c" L- , L , L-7 4 - 8 c-19, OP T�"` O''��1 N EQ. AT �5 Rel NT " Nte*t�1�w 60f- .S"'ti�kvr ort DAY CRE BLVD. J l�MINLA-'TO'tZ }ALJ,,, eE -- �`al8l..� - MAi��4NC E d� tcnI 4 T"E: Nfw Ami) ey wm mk 4cEg vS . 7Ni5 testa-ce"L S jLLUwJ00 Tye -r�-rz D mSCALE NOTE Ai*OvMN-MrP�E ��S(e4W-rY LArAo5tAe-a A4e4 RN� A Mid mum hr- °10 DAYS ArTerz THIS PLAN IS SHOWN AT 1"=30' 000 w T cn O P,�oN>�- '�-�G"'Ct N . A- t=ol..•wc,,.JI-Ve tNC,�-tt0r-t of eo-t'y tS VP-ZD TO -rRE 64-TY5 Z' SHE SHEETS SL-20, SHEETS SHEETS SHE SHSELS 16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 © cn�ataH fl�2 ow tort-�w3� tRow ?m2.-01425 ��`+I� ® �O �kNDSC4 a DESCRIPTION OF REVISION DATE CI A PO(H4 �,Pc APPROVED: , 2182 KGs t CITY OF RANCHO CUCAMONGA CONSTRUCTION PLAN DAYCREEK BOULEVARD TRACT 15875 APPROVED BY DATES CITY ENGINEER RCE NO 24953 DESIGN RE ENDED SS I T E S C A P E Mb"AsDRAWN - Landscape ++M Mw�*ewy.aa44 ' Architecture s'ft 170 SHEE & PlonnIn HD/MM/CB I g ebnoeP",.^^�, u.«... � � "' ` "'° FAX "°-'u2 L—rj OF 46 SEE SHEET L-2 FOR CONSTRUCTION NOTES. CHECKED DRAWING NO. 0 30' 601 RP RLA No.: 2782 -L Date: '�!�,; File No.: 99-024 SHEET J OF 0 ■ PE17i13'1ETER WALL (T-T-P.) WALL LOCATION PER C.E. CONCRETE SIDEWALK PLANS. PER C.E. PLANS r- 1m 1 1m' 1m' 10' 10' 1m' 112 ' 8` 36" 2� — ��� i I 36�� 24 r� h• �I. 0 loll 411 2' 9 W 36" 144' W W _ rD—,N DECORATIVE COBBLE ROCK PAVING CTYP.) b 11 18" - �--1 3b1, 2�1, 3 211 � - BAR 0 � sELINE AD B _ ,� � 3 �, 77 z� GRANITE BOULDER NOTE 21 361 o 76 N _ 18" A,1 BOULDERS GSIZERANGE EPD ARE TO BE WITHIN THE FOLLOWING - '" 18" – 36" DIA. W p1 GRANITE BOULDERS CTYP.) (� Z INSTALL PER DETAIL 5, SHEET L-11 E — C/� W SHEET KEY W SHEETS SHEETS SHEETS – L-2, L-13, L-3, L– L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L– 35 VCBLVD. 3 OJ J w U-1 - m Q T,- w m U, SHEETS SHEETS 00 L-6, L-9, L-17 L-8, L-19, L– 6 �c C-34 L-28 – 00 00 00 DAY CREE BLVD. Q - - -- w w L SHEETS SHEETS SHEETS SHEETS L-10 L-20 L-7 L-18 L-4 L-15 L-5 L-16 L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 0 I,,ANDSC4p �E° a k roc It 1 �s 9 DESCRIPTION OF REVISION DATE CITY 2782 11 4c APPROVED: �, ♦ � W � CITY OF RANCHO CUCAMONGA s Of' �q CONSTRUCTION PLAN CAS SCALE NOTE: BASELINE ROAD TRACT 15875 THIS PLAN IS SHOWN AT 1"=20' APPROVED BY - DATE: O/ CITY ENGINEER (,Gly/ RCE N 24953 DESIGN RE NDED ss ITe CAPc Landscape 16ra r..AMnw 6wrMrerd DRAWN Architecture 6i*" 10 SHEET _-....:.,.. Irsim G 62612 HD/MM/CB & Planning 6bh.H 44 r.l*.mm., ue.n.. 27s: L-6 of 46 (649) 6 -6]70 FAX 476-142 .__ ... . _ SEE SHEET L-2 FOR CONSTRUCTION NOTES. �, RP CHECKED RLA No.: 2782 DRAWING ENO IL 0 20, Date: 525 01 File No.. 1 (0 6 d� L — 99-024 SHEET OF 00 ' PALO PROVIDE A HEAVY BROOM I VERDE / FIN 1 SH ON CONCRETE WAL< I UTILITY LOCATION / HERE IT 1NTERSEC-TP C TYP.� W/ EQUESTRIAN TRS - i=ER CITY STANDARDS i W - 10' WIDE EQUESTRIAN TRAIL W1 b" IDE CURBS PER CITY STD, _ - LAYOUT PER CIVIL ENG SNEER. w - I STREET LIGHT I W LOCATION .............................. :..... ,, . ........... .:M:':: ........................... ........... ................. ::::::::::.•:::... .. ..i ............ — 1 — J- �_ ................ .. ...... .......... . ... r,r. 'L/ __ , . � __- I ' ' l --- b, Q E D C EO =ILFCE - 11 TRAIL. - - r 19' ,b' I - 24 1m' 12' rp a r ,1 — --- I� - O W w VPARKL NEtm' ' tm' b' II a 1 CRET �W STRIP.ICT 8, U a CONCRETE SIDEWAL< PER CIVIL ENC=INEER S PLANS. (Twf'P.) PE;Z!r VIIIIIIBR WALL PER CIVIL PLANS. C or'%I W - SHEET KEY SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 K BLVD. 3 / ll JI .; LIJ J \ - ONT I � PLACE Q _ - - H S EFTS SH E�— S I CONCRETE 1"IOW STRIP I 1 L-6, L-9, L-17 L-8, L-19, L-26 7& L-34— & C TYi�.) DORAT I VE CO55LE ROCK PAYING DAY CREE BLVD. �11ALIGN W/ PROPERTY - 11 TYP.� LINE. o z ! W - � SHE SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 0 aE� �o 16 F 1�pF� DESCRIPTION OF REVISION DATE Cin GRANITE BOULDER NOTE ��� ��� "fir icy 1'82 APPROVED: �� �� GRANITE BOULDERS PROVIDED ARE TO BE WITHIN CITY OF RANCHO CUCAMONGA THE FOLLOWING SIZE RANGE 18" – 36" DIA. INSTALL PER DETAIL 5, SHEET L-11 `r-,yJ, " D .o � CONSTRUCTION PLAN F 0F*C VICTORIA PARK LANE SCALE NOTE: TRACT 15875 —41 oe APPROVED BY If - DATE: THIS PLAN IS SHOWN AT 1"=20' CITY ENGINEER RCE NO 24953 DESIGN RE ED SS I T [ I C A P C DRAWN Landscape IM2 w.Ar"nw a uftm, l 1F' Architecture s'*' 130 SHEET Mm, CA M12 HD/MM/CB & Planning � " , gra L— 7 OF 46 CHECKED c'�, "4-9370 RLA'N'o : 2782 DRAWING N0. SEE SHEET L-2 FOR CONSTRUCTION NOTES. 0 20, RP Date: 5 2nor File No.: 1 4;1 _L 99-024 SHEET ;�-2 OF W a / / H / U O ma. 100,/ 100, 1000' �m b �\ / �m / 100, � a COfi�'�4t fyE CO�$LE ROC(G i��41/11�1C= � - 11 m m . . � b r� ti Cy'J rp1 ti SSE OUL ;z-- - iZ b rn ' C,V \l �m :. Lr) �b nIlkI \ 1 7 r t� m m . 11 I m1c� 0- 1 D 1.1 r✓ 1-0 W 1' VqA ,- C4lb-ta&B. GRANITE BOULDER NOTE GRANITE BOULDERS PROVIDED ARE TO BE WITHIN THE FOLLOWING SIZE RANGE D 18" — 36" DIA. 0 INSTALL PER DETAIL 5, SHEET L-11 coE Q �LO SHEET KEY P v SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, I I L-22 & L-30 L-23 & L-31 L-27 & L-35 CRE < BLVD. 3 0 _ J JN m W (n _ - - - T T T-- W If m 71 11. N SHEETS SHS L-6, L-9, L-17 L-8, L-19, L—T6 & L-34 L—2 8—&—C--3 DAY CRE BLVD. w m Q w vw) \�L SHEETS SHEETS SHEETS SHE F b CONCRETE MOui STRIP (7110 _) L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, - 11 ALIGN W/ P=ROPWR l LINE. L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 REV(SEW l l•t L-Atl C> LAt-ApSCAP(K& > ta s(or✓w�\ - sem suers. t9 3C, M G• 3 N 0 Aos C � Ap p.A p F CITY y APPROVED: E P .� DESCRIPTION OF REVISION DATE s. � �. A 0 ED. 2782 CITY OF RANCHO CUCAMONGA q� CONSTRUCTION PLAN F F 0 0 \ F CA1- HIGHLAND AVENUE SCALE 15875 NO TE: APPROVED BY � � - DATE: „- ' CITY ENGINEER 24953 THIS PLAN IS SHOWN AT 1 -20 RCE N DESIGN RE E DED SS I T c S C w P [ Landscape 19M V" Arffn.sal DRAWN � 130 SHEET Architecture .....::....... .:....... I MM, CA 92612 HD/ISM/CB a Planning maha,d Powmu., u0mm" / 27 2 L— 8 46 0") 614-9370 FM 176-1,02 OF SEE SHEET L-2 FOR CONSTRUCTION NOTES. CHECKED DRAWING N0. 0 20 40 RP RLA No.: 2782 Date: 5 Zr-oO j File No.: 99-024 SHEET —2ifLOF STREET LIGHT LOCATION U PEDESTRIAN WALKWAY L IG�+T � - —-- —-----—. —~--- _ Ql LIEVATION\ ____ _._____ 3MAJOR SIGN WALL ELEVATION—— - 11'-b" 3 h'AJOR S'GN WALL DA*T'CREEK BLVD. ELEVATION L-12 CORNER ELEVATION SEE Sr>4EDULE 0 _-` SIDEWALK PER C.E. PLANS Y CONCRETE PAVING O r _ SEE SCHEDI,LE 0 \ \ 4 SCORE JOINTS •. •: .- .� � - 4 0 \`�\. \ _ _ _ tip` � a • � � . cv \ { \ PER _ EXPANSION JOINTS \ I - • - • • ' EN+�•4A QED C NCREtE PAVING •• (SEE\$S-4EDUL 4 PE ES+RIAN WALKUJA**' LIG�+T 11 v! � � fig'• 0 _ 2.4 O 2 MAJOR SIGN WALL SECTION MAJOR SIGN WALL 241, WIDE BANDS 3 ELEVATION ` SEE SC4-+ED�6:_E L-12 HIGHLAND AVE, PER I"IE"ER WALL PER \\ \ ti� _ ELEVATION C.E. PLANS SIDEWALK PER C.E. PLANS \ SCALE NOTE: _ THIS PLAN IS SHOWN AT 1"=10' Q1 3 SIDEWALK PER C.E.. LANS SEE SCHEDULE O PEDES"'RSAN WALKWAY LIGHT PAVING FINISH Se"REET LIGHT LOCATION (T`'P > I L-11 SCHEDULE 1o' 6,1 SIDEWALK PER C.E. PLANS 10 _b701 SEE SCHEDULE O ENHANC' CONCRETE PAVING O1 Integral colored concrete, color "Earth Brown" w/ lot (Tvp ) -r-op. (S E CHEDULE) seeded aggregate finish. -Tb I-AATC.N RHC.E O 1 CoRtf&"R2vc- SD WORK A A05.5 ST". SEE SCH 121.E 8 1 O2 Integral colored concrete band, color"Russet" r, -- E - ' (TY= ) A i w/light broom finish. CONCRE10E P VING !I $ {.-� 2 WIDE i 3 Integral colored concrete squares, color"Russet" EE SG EDu�� t O w/ light sandblast finish. BANDS-TJ XF . . . , .. •• � ` z� <� ''j SEE CHED�LI 2 Natural colored concrete w/light sandblast i=U SEE SCHLE O -- - — . � � � � `_ - . . finish. a �5 - i ! 1 � h Integral colored handicapped ramp color"Earth ®rp SC+4EtuLE '� s per city std. Ramps based on 8 Brown" Finish " curb height per review and approval ot'City (T ) u -7-7w] - _ . _ aV Traffic Dept. 17 r — . _ ,s Notes: o concrete o be provided by L.M. - - A rt � � � � W Integral colo Scofield Co. E.C. 2 RAIL FENCE P(CASTER Contractor to provide a 4'x4'sample of each , a` {, _ `, ^ color and finish to city for review and approval at least 10 days prior to placement. City reserves right to change colors. Conc. color samples to be approved by Laura Bonaccorsi in the 2 RAIL FENCE PILASTER w s � 1 �t 1 � w , Engineering Division AMID Nancy Fong in the Planning Division P.A. FI ' i , E HYDRANT , % 72 �,AIIDSC4p HA SCORE JOINTS _ �w`��ao w. Po(H���cs DESCRIPTION OF REVISION DATE CITY APPROVED: EN NCED CONCRE E PAVING 9 -b ! .. _ . • • • • •• •• • . • . � 2782 Gs J/ 2� aANDS-TVP. (SEE SC+4EDULE) 2 (t,-P.) _ CITY 0 F RANCHO TUR1= * ; CUCAMONGA EQ. EQ. 8., / \ SCORE JOINTS , ;�/ 1m' = . : : rc��:: :: : : 12'-b" (T--P.) s�, CONSTRUCTION PLAN EXPANSION JOINT /: . 5 _ . . 1 = :::.. 9�F oF. CA���`�� C� 10' SCALE 1 RAIL FENCE .:.... ..... :: :: DAYCREEK BOULEVARD / I _ . . . . . . . 1m EQUESTR AN TRAIL W/ e) . .. . . . ` TRACT 15875 WIDE CURBS PER C'TY STD, APPROVED BY - DATE: 04,LAYOU PER CIVIL ENG . INEER / CITY ENGINEER RCE N 24953 -• /�/ - • _ .....: .......:.:..... ' DESIGN RE DED . .:.:.:.:.:.:. .:.:.:.:. 1 RAIL FENCE SS S I T !_ C A P JE / 1 - 7 Landscape 1679: w« At*"jr 9ep«erd L-1) DRAWN SHEET i Architecture �'CA 92412 SIDEWALK PER C.E. PLANS : . .. .. .. . . T.- / _ ;l ='..... . . ... :. ... . . HD/MM/CB & Planning 9�a ►ahw"^ uwn.. #2M �'_9 ' (90) $"-$no W 479-102 OF-46 SEE SHEET L-2 FOR CONSTRUCTION NOTES. 0 10 20 CHECKED DRAWING N0. RP RLA No.: 2782 ` /- 4 �- Date: 5/25/01 File No.: 119 U 99-024 ' SHEET OF s Y. 351 TT7m] ' 20' 271 14' 23' ib' 14, Z1' b5' 15' 3'26121 36„, E LINEROAD 0 E-r 9' 18" W W � I I � , W 3b 1 g 36 - - _ � , W (A )1 ) 7: -1 ip in _-- loll l - 18" \ .. 3(0" 18" 24 6 36 24 11 36„ 24 W 11 18" 311 18 36 18 24„ 24 C/1 — W36" 2411 - ►--� 18" x U - � 1 1 1 53' 28' 18' 26' 33' 45' 49' 219' 1 11' 1 10- 22' 1b' 10 4& 14' ip 17' 001 100 13' 23' 1 1 1 w - B LIN ROAD ; GRANITE BOULDER NOTE 2411 1 3b1118" 3611 18" 18 36" 18 1 GRANITE BOULDERS PROVIDED ARE TO BE WITHIN m� 1 THE FOLLOWING SIZE RANGE 2 4 1 i �p – fr n �- i ) �_ 6 1 18" — 36" D i _-- - 1 INSTALL PER DETAIL 5, SHEET L-11 W " 1 W _ II 1 w 3II 36 18" 24„ 1 1 W 1 24" 1 GiZAN(TE BOULDEDRS Ct1'P.� 1 5 DECORATIVE COBBLE ROCK L-11 L-12 _ 1 SHEET KEY � - L-11 PAINING CTYPJ x H SHEETS SHEETS SHEETS V L-2, L-13, L-3, L-14, L-7, L-18, — U L-22 & L-30 L-23 & L-31 L-27 & L-35 1 0 1 9L4LCRE BLVD. 1 0 J J w LLI mr T Ld SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, —2 6 X34 L-28 & L--3 DAY CRE BLVD. J w Lu LIJ SHEETS SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 �1,NDSC,�p 0 F DESCRIPTION OF REVISION DATE CITY c Poky' ',pc APPROVED: 2782 CITY OF RANCHO CUCAMONGA M11R li 117-1b i CONSTRUCTION PLAN F r7F CA���`0 BASELINE MEDIAN SCALE NOTE: TRACT 15875 THIS PLAN IS SHOWN AT 1"=20' APPROVED BY - DATE: of CITY ENGINEER RCE N 24953 DESIGN — RE 0 ME DED SS ,�^��f l 1 T t j C A P V amzbalDRAWN Landscape tem we army. 8-0-a Architecture fi1Mi IrAw,170 SHEE CA 9"12 HD/MM/CB do Planning seh„a ►wn,".e, -1, 0 rm L-1 046 (ew) §"-e370 rex 474-1"2 OF SEE SHEET L-2 FOR CONSTRUCTION NOTES. 0 20, �� CHERCPKED DRAWING NO. RLA No.: 2782 � e 8 a-� Dints: '�Z�bI File No.: 99-024 SHEET OF VARIES - SEE PLAN 2. R. 24' STRUCTURAL ENGINEERING FOR FOOTING BY LANGSTON do ASSOCIATES. STRUCTURAL DETAILS AND CALCS ON FILE O CITY 81-0' O.C. 19 77 • .« - 44 . 5"X5" PVC POST RAIL ENDS TO BE 32" O PRE CAST CONCRETE CAP #APC26J AVAILABLE CENTERED ON POSTS FROM SAN DIEGO PRE CAST CONCRETE, INC. to 24 (800-9-PRECAST). 1 2'X5' PVC RAIL 16" CAP TO HAVE LIGHT SANDBLAST FINISH O1 FINIS GRADE © CONC SCORE JOINTS *DECORATIVE I � 10 UGHT STANDARD MANUFACTURED BY LUMEC O16"x8"x16" MASONRY PRECISION BLOCK. BANDS" S PLAN FOR WIDTH & LOCATION I MODEL AS FOLLOWS: JL_ JL 1 GROUT FILL ALL CELLS. SUB E P SOILS ORT 100MH-DMS50-SG2-QTA/240-HS-LD-SLPC © CONCRETE PAVIN RE TO 27 1�2 0 O MASONRY COLUMN W/ RIVER ROCK VENEER. ® BE MEDIUM BROOM SH UNLESS -CN5-tA-AM6U-14-GFI-3/4x20-G- MOUNTING BRACKET I —� BATTER, REVEAL AND RIVER ROCK VENEER TO © BASE MATER ec DEPTH OTHERWISE INDICATED 0 LAN 10 1/2-DEC-RD6Tx-JES MATCH PILASTER N DAY CREEK BLVD. PER S01 EPORT AVAILABLE THROUGH PRUDENTIAL LIGHTING PVC FENCE POST CAP -* I PROPERTY LINE WALL. O4 REINFORCING PER SOILS © DEEPENED FOOTING, AS REQUI (213)-746-0360 EXT. 635 EVERY POST: MOUNT WITH 2 - 10 DIA. X 16 X 1' STAINLESS STEEL SELF 4 4-#5 REBAR PORT. IF NONE IS INDICATED THEN 3 O INSTALL 6 x6x10x10 W.W.M. - TAPPING HEX. HEAD SCREWS 11 (OMIT IN AREAS UNDER 4' WIDE) ":• I I O5 CONCRETE FOOTING 10 •" 5'X5" PVC POST O FINISH GRADE OR FINISH SURFACE ci O COMPACTED SUB GRADE PER SOIL ENGINEERS 2"X6' PVC RAIL REPORT O 3-RAIL PVC FENCE MASONRY CONTRACTOR TO CONCRETE PAVING, NATURAL GREY BLOCK OUT OPENINGS IN ROCK VENEER TO COLOR WITH MEDIUM BROOM FINISH, 8 - 9 RECEIVE PVC FENCE RAILS. MASONRY PATTERN PERPENDICULAR TO U �. • I I ,�' T T OBTAIN RAIL SPACE ,_ CONTRACTOR 0 OB be � o _ DIRECTION OF TRAFFIC . SEE STAT SEE ELECTRICAL SHEETS -1 L6 TEMPLATE FROM PVC FENCE MANUFACTURER Ih•tplZovGMF_kT PL A145. ES-1 N ES-6 cO I 4 PRIOR TO COMMENCING WORK. O MASONRY TIES O 16" O.C. 1 _ I 0 RAILS SHALL BE MOUNTED ON TRAIL SIDE OF POSTS ..-'��, ... .:'.�•� O 2 �4 REBAR i TRAIL - 1 ARTIS08" O.C. it =_. .• �•.. CONCRETE HEADER PER STD. NO. 534 3 REB E FINISH GRADE '� 'r•i1` y. •�•� �V .,..;..'•..• - NO SHRINK ; • GROUT bo �` 3-/3 QTS N Y CLR. 7 „ 04o a� 2'-9 S.Q. NOTE: 6" WIDE SHINER FIN. GRADE _ .f.-��+efi, • ALL STRUCTURAL DIMENSIONS AND REINFORCING ' FOR PILASTER ARE PER STRUCTURAL ENGINEERS 7 NOTE: ~- I I. T2� SONOTUB CALCULATIONS ON FILE O CITY. , FOR 10 WIDE CONDITION ONLY STRUCTURAL ENGINEER: ESI-FME (714) 835-2800 4 DECOMPOSED GRANITE FORMED FOOTING NOTES: 1. EVERY THIRD PVC POST AND ALL PVC EXPD`�EO AGhREC,A'T� P�►vlNCo IN MEptArl' 4-#5 VERT.w/ POSTS LOCATED AT CHANGES OF DIRECTION OR END #3 TIES O 12" 0/C POSTS ARE REQUIRED TO BE FILLED WITH CONCRETE T}1E FxPos� AC�QE�aTE 9^-,/tNCo IN "THE MEAtLW 19 To 4&VE A VERY �.oA;ME • '' r; :• '�. _ USE OF 3 RAIL FENCE REQUIRES FINIst•4. 'TEtE Got�tTt2�cToR �jNdl t_ PtZovtDE 4 log t�t�L� so.Mp�-t=_ sstzr�a >=012 2. CAP ALL POSTS AND ENDS OF EXPOSED RAILS E KE t o E O`.�E� pGG2�.C�� c T � T 4=rN SH F 'i1-tE TkE tTY o I�vtEv�l �� A,QPR P CLR. rn � a>Lzt:�. ty t�� �E SAM �-E tnli�.t_P.7E- -VTAE STA.NRaRt7 G � E aP SPECIAL PERMISSION FROM PV AVAILABLE FROM oN E 5a P P 3. ALL MEMBERS SHALL BE C FENCE P '�"' • • .�' CITY ENGINEER COUNTRY STATE FENCE OR APPROVED ALTERNATE. Co p l t4& -rRE- Go N 5"�T2u cT I0N of ALL, t74 Y �tzEF-+� �t_v�• MEfl�4NS. FOR PEDESTRIAN CONTROL ONLY 4• TRAILS ON CURVES REQUIRE SPECIAL DESIGN 2'-0" N . 1 1. 5. SEE TRAIL NOTES STD 0 00 fc 2000 psi 1 RAIL FENCE 2 RAIL FENCE PILASTER 3 CONCRETE PAVING 4 PEDESTRIAN WALKWAY LIGHT SIGN WALL PILASTER (2 TOTAL) TOOL MORTAR FLAT SIDE UP RIVER ROCK VENEER ON PERIMETER PRECAST CONC. CAP WALL FACE. CURB JOINTS TO COBBLESTONE ACCENT SIDEWALK OR CASE 1 ROCKS CONC. r.--- 2 HEADER 1/2"-1" 3'—6" PERIMETER WALL • v .� a a a G '4 TYP. 6" PER C.E. PLANS 3" MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER (LOCATE PER PLAN) 3" MIN. SOIL DEPTH AT EDGE of COBBLE CONCRETE HEADER — 1/2" RADIUS COBBLESTONE EXPOSED EDGES AND FINISH PER PL'\N ' 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE y ;III — — :•, 'III— IN CROSSINGS) �=III—III- 3-1/2" MINIMUM 6" 0 R 8" CONCRETE BED EE NOTE FINISH GRADE CASE 3 —�� 6" 24"--1 e" �- " MORTARED STONE SWALE 2" MAX v o°Qb Ems" Q°Q° = 11= I I=1 f 14'—o" 4'—o" III III; 7 4" TYP _IIS � _.I► I- _ , =1 I I T I I S III o: '.; I—I COBBLESTONE le CBENEATHR OB LE CONCRETE CURB a 111- 7 NEIGHBORHOOD SIGN WALL (ELEVATION)—FOR REFERENCE ONLY , :4 o M j RE—BAR CONTINUOUS o �.3 NLESS OTHERWISE INSTRUCTED) t-a CURB do GUTTER "III—III—III— _ _ _ _ _ - - - _ _ _ _ _ _ _ a 2' MIN. / 4' MAX. RAD, U.1 a a a PLANTER AREA NOTES: c a a c 1 . PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION Q HARDSCAPE JOINTS AT 20'-0" O.C. \,pNDSC4 CITY SIDEWALK 2. 8" WIDE CONCRETE HEADER BETWEEN CITY—MAINTAINED TURF AND %Sv k. Pot Pf4 DESCRIPTION OF REVISION DATE PRO JOIN AT RIGHT ANGLES (TYP.) GROUND COVER AREAS AND BETWEEN CITY—MAINTAINED TURF AND �� ��a° H,� Pel APPROVED: 3' MIN. / 4' MAX. RAD. PRIVATELY—MAINTAINED AREAS. ` 2782 6" PCC MOW CURB PER CITY STD. 534 CITY OF RANCHO CUCAMONGA 3. CONCRETE TO BE 520—C-2500 MIN. NOTES: rw 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: BOULDERS: MAX. 3'O" - MIN. 2'0" f 7.0 o i • COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE CONSTRUCTION DETAILS 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT QF Cp►1-\ TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK IS ALLOWED) DAYCREEK BOULEVARD 4. A SAMPLE AREA, MIN, 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. TRACT /� Q-] 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 1 R A C T 1 5 8 / 5 6 EXCESSIVE ARONECSMOOTH, O NTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND APPROVED BY - I DATE. 7. CONCRETE CLASS 520-D-2500. CITY ENGINEER / RCE NO 24953 8. ALL COBBLESTONE AREAS SHALL HAVE 6"x5' CONC. HEADER AS AN EDGE AT PLANTING 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MIN. DESIGN REC ED AT ALL TIMES WITHIN THE R.O.W. SS 0 1 1 T C C A P C 1 MOST DECORATIVE HARDSCAPE WILL BE CASE 1 CONSTRUCTION Landscape subsIrm so wn„K + DRAWN �% Architecture WAle 170 SHEET HD/MM/CB I At Planning MdsrlGPW -.9, um"m/ rm L— 1 OF 46 (00) 744- m FM 47{-1472 5 COBBLE ROCK 6 CONCRETE HEADER CHECKED RLA No.: 2782 DRAWING N0. RP Date: 5/25/01 File No.: �� [J '' 99-024 SHEET OF 7 CITY LOGO —1 5 BATTERED COBBLE STONE NOTE: 9 STRUCTURAL ENGINEERING BY 2 MAJOR SIGN WALL SECTION —1 WALL SECTION NA 1 —1 GRANITE TILE INSET FOR ADDITIONAL GRANITE INLAY AREA AS LANGSTON & ASSOCIATES. INFORMATION 12" 1g' STRUCTURAL DETAILS AND pts *&AY PM As REQUIRED FOR LETTERS do LOGO W/8" HIGH BRASS SEE DETAIL 5, CALCS ON FILE ® CITY REQUIRED FW CRs THIS SHEET TYPICAL 9071.1 SIDES LETTERS TYPICAL BOTH SIDES M __1—#4 6" CM 12 3 '?, 8" CMU HIGHLAND AVENUE 3 DAYCREEK BOULEVARD - I' CM ,2 - t� a RAN �,r-1 J �,UCAMUNUA - 3 2 1 Y CM . . 6 C4 , FIN. GRADE V 4t I -} '•1� x CL 6" CMU o _) 8 .. !� 4. 7 1e' �e• 1Y CM #4 O 16" 'o 15• b 8" CM a Z„o/c VERT 2/3 r 21" ZD 1 6" CMU 40 1 - - - , 2—#4 i#4 O 1 ! t 1 I o/c ! . 16" CM 16" CMU • — — — r— -� — '2" f�. �'• 2—#4 O 2,C 3 MAJOR SIGN WALL (ELEVATION) o/c HORIZ - -- - - - � 3 N GR. �oIr t?5 -� • � i5� e5 }�.� �y'e��S'. 1 � 1111 Lill to 5e — t.J4� � i o � ° o � 'y'90% COMPACTED SOIL ° 0 o o 0 R o •o NOTES: 4'-0" •Q"��'Ipo • y'¢3i�e.�• .Q"po� oy+� '''m'i�• .�. e.�ro � O " .fro �.• 7 O 1 DEPTH BURY A MINIMUM OF 1 3 w/ 4—#4 CONTE O / U � 6 PROPERTY UNE WALL I �� �•• 0 0 0 �• °•� �o 0 0 o y OF BOULDER SIZE. �' TOP do BOT #4 O 16" o/c VERT SET 1" BEHIND R PER " • � ' � o.o • • c • o•o 20 BOULDER SHALL BE ROUNDED RIVER C.E. PLANS BOULDER FROM LOCAL QUARRY O1 CONSTRUCT WALL FROM 8"x6",12"&16"x16" O5 CONCRETE FOOTING t�3 SCARRED OR BROKEN BOULDER SHALL CONCRETE BLOCK. GROUT FILL ALL CELLS. 3T CONCRETE NOT BE PERMITTED. REBAR PER STRUCTURAL ENGINEER. RIBBON (CONT.) O6 BATTERED WALL LINE BEHIND—SEE O PLACE PER PLANS AND LANDSCAPE 4'-6" RIVER WORN COBBLE VENEER. DETAIL 4, SHT. L-8 4Q ARCHITECT'S AND CITY INSPECTOR'S CONSTRUCT W/ NON—CORROSIVE MASONRY 7O 2" DEEP SIGN WALL INSET & REVEAL. DIRECTION TIES AS REQUIRED IN A GROUT BED. BRASS LETTER TO BE SELECTED BY 5 DECORATIVE E` .. . O3 12"SQ. POLISHED GRANITE VENEER W/ CITY. SEE NOTE -1 BOLT JOINTS #GR 1 5P—"BRILLIANT RED" L K BY MARBLE TECHNICS GROUP O 4"—6" RIVER WORN COBBLE ON BACKSIDE OF WALL CONSTRUCT W/ _t O4 POURED—IN—PLACE NATURAL CONCRETE NON—CORROSIVE MASONRY TIES AS SIDEWALK PLANTED AREA CAP W/ 1"—45' CHAMFER O TOP. REQUIRED IN A GROUT BED PRIVATE PROPERTY LANDSCAPE SETBACK ' PROVIDE (2) #3 REBAR (CONTINUOUS) @ DAYCREEK BLVD. MEDIAN D9 2 3 REBAR CONT. q ( ) fT (CONT.) NOTE: REFER TO SHEET L-33 FOR SECTION LOCATION � • TYPICAL SECTION A'-A' 1 GRANITE BOULDER 2 MAJOR SIGN WALL (SECTION) DAYC"D 'cEK BLVD - TYPICAL (SECTION A-A) NOTES: ENTRY SIGN "RANCHO CUCAMONGA" LETTERS TO BE (OPEN) 12" HIGH POLISHED BRASS, TIMES ROMAN PRISMATIC , COPY. LOGO TO BE 12" HIGH BRASS. „ STRUCTURAL ENGINEERING BY STREET NAME LETTERS ON GRANITE INLAY TO BE 8" 16„ 33 LANGSTON & ASSOCIATES. POLISHED BRASS, TIMES ROMAN PRISMATIC COPY. „ / STRUCTURAL DETAILS AND 1r / CALCS ON FILE ® CITY NOTES MONUMENT SIGN WALL WITH GRANITE SHOP DRAWINGS AND SAMPLES FOR LETTERING AND O NO JUNCTION BOXES FOR THE LIGHT VENEER (SEE DETAIL 2, THIS LOGO INCLUDING COLOR, STYLE, AND FINISH AND , FIXTURES SHALL BE INSTALLED OR SHEET) SPACING SHALL BE SUBMITTED TO CITY OF RANCHO 1 1 12" 6" CMU O CONSTRUCT WALL FROM PLACED WITHIN THE GRAVEL SUMP AREA. O SIGN CUCAMONGA FOR APPROVAL. EC 3 8"W,12"&16"x 16" 3 GROUNDCOVER ' f4 O 24 CONCRETE BLOCK. GROUT CONTRACTOR SHALL COORDINATE WITH CITY STAFF " 1 18 o/c VERT O4 LIGHT FIXTURE KIM , FILL ALL CELLS. T „ 12 4305-32WATT—T8-120v. W/ BRONZE O HAVE CAST MOLD FOR 'RANCHO CUCAMONGA' REBAR PER STRUCTURAL FINISH. EP 17 POST—(2) PER FIXTURE LOCO FABRICATED AND AVAILABLE FOR USE IN 1 ' EC g' CMU ENGINEER. O5 6"x18" CONCRETE CURB W/(2) #3 CONSTRUCTION OF SPECIFIED SIGNAGE. (OPEN) 1�„ „ F 1—#4 REBAR (CONT.) f Pte' NOTE: SECURE EACH LETTER WITH FOUR(4} 1/4 ' 5 0 I 6 O2 4'-6" RIVER WORN COBBLE " & W 2 VENEER. CONSTRUCT W/ © pia aT��v 1 oNON—CORROSIVE MASONRY 1 Q 4" DIA. PERFORATED DRAIN LINE PIPE BRASS STUDS, SET 1 1/2" MINIMUM, INTO WALL. 1 OPEN 0 ? 5 �� #4 O 16" o/c VERT TIES AS REQUIRED IN A WITH 1 CU.FT. PER UNIAL FT. FASTEN WITH 2-PART EPDXY APPLIED TO CLEAN, ( ) it CMU GROUT BED. GRAVEL SUMP TIE INTO DRAINAGE RE-DRII,LED HOLES. b 1 1—#4 SYSTEM. WRAP DRAIN LINE W/ 2 FILTER FABRIC Zo V) �. 0 POURED—IN—PLACE NATURAL ® 6x6 CONCRETE CURB W/ #3 REBAR 2—# �� •' 16" CMU CONCRETE CAP W/ l '-45- CONTINUOUS O CENTER NOTE:CONTRACTOR SHALL COORDINATE WITH CITY STAFF , #4 O 16" o/c VERT CHAMFER ® TOP. PROVIDE (ENGINEERING AIL FABRICATED)TO HAVE CAST MOLD FOR THE AND AVAILABLE OR USE IN CITY LOGO (2) #3 REBAR EQ ALT BEND 3 CONSTRUCTION OF SPECIFIED SIGNAGE a 2—#4 O 24" o/c HORIZ (CONTINUOUS) 12" FIN. GR. Q4 CONCRETE FOOTING 5 6 7 CITY LOGO t . AA 74 7. 171 F.G. 2 � Q �..: 1. 4"-6" RIVER WORN COBBLE 2! /N. E__ ON BACKSIDE OF WALL o `►,ADSC4,o CITY Y • •. 30" ' . '� 11=` CONSTRUCT W �__ ���� oto k. Potty' .,fc DESCRIPTION OF REVISION DATE APPROVED: - - 'bo � - t�_L. 4 NON—CORROSIVE MASONRY _ �•: ^ - J� ' �� 2782 TIES AS REQUIRED INA ac CITY OF RANCHO CUCAMONGA CIE GROUT BED * E M w/ 4—#4 CONT © WWF 6-6/10-10 WWF -1-,61 TOP do BOT SHALL BE ATTACHED TO - s�qT o -o��'� CONSTRUCTION DETAILS CMU w/ ANCHOR TIES, CORROSION RESISTANT WIRE, OF MIN 12 GAGE, FORMED AS e7 DAYCREEK BOULEVARD EYES w/ LEGS OF MIN 6" 8 TRACT 15875 LENGTH & SPACED w/ EYES OR LOOPS ® MAX 12" O.C. APPROVED BY - - - DATE: IN ANY DIRECTION. CITY ENGINEER RCE N 24953 DESIGN RE ED SS 1 T1! 1 C A P e DRAWN ;� Landscape �1 7s """'�'"AirsnQ SHEE Architecture � a M12 HD/MM/CB & Planning N.N„e Peomm., u.«,w/27{2 � (9") 944-9370 FAX L X 479-1412 1__ 1 �2OF 46 5) BATTERED COBBLE STONE WALL SECTION 6 ENTRY MONUMENTATION/ LIGHT SECTION CHRPKED RLA No • 2782 DRAWING NO. ( Date. 5/25/01 File No.: �✓ 99-024 SHEET SOF NOTE • 1 - CON k ACTOR TO PULL (1) 'LABELED' COMMON WIRE AND (2) 'LABELED' CONTPOL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. _ ADD (F) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE IN EAIC4 DIRECTION. DAY CREEK BLVD. — 11 12 13 14 -- �� s • i - � \ �`�, 162aq.ft 6 A 1t9219sa-ft 4 A 4"�II 40 3A m..... ........ _. q -- 1,2„v 3 m q 1" 23 .. _ _ 1t_9_........ 2maa.ft 1m' . .A21 1111. _ _ II w R . , i• ��� �- may- . N Iti}Y I� • • -- II�" .. .. �� _._�- _.. 1111__ ..�.........-. .. Z--1111.. � } W 4W - I�• 411 IF 4 ' " I" aT-i yu WAL I• 1V4 • I 5 4 3 _`• _ . U - Z I'°• ® ,�. 241 , 1 N � ® PROJECT .110 INE 44z I " IN MATCHLME SEE SHEET L- 17 IRRIGATION LEGEND IRRIGATION NOTES - SYMBOI. MFG. MODEL. NO. DESCRIPTION RAI). GPM PSI SYMBOL DESCRIPI]ON New water meter(si/e per plan), as provided bN C(_\11). Is required at all points of connection. The contractor shall make arrangements and pay all costs for the installation of a new water meter. Contract the Cucamonga County Water District for costs Il RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 QRAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. and installation procedures. ■ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 5' .20 30 GATE VALVES 11/2"AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. Typical points of connection consist of a new water meter,followed by a backflow preventer device,followed by a pressure ♦ RAINBTRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' regulator or a pump(if required),followed by a flow meter,followed by a master valve. All equipment sized per plan. Install all 26 30 GATE VALVES 2" AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. equipment per city standards and specifications. Manufacturers'recommendations and local codes. Actual location of the • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 • RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE- SIZES INDICATED -LOCATE equipment to be as directed on site by a representative of the city. ® RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 IN A CARSON VALVE BOX. is RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 Backflow prevention device is to be installed parallel to the street and screened with shrubs whenever possible. p RAINBIRD 1812-SAM-PRS-1211 HALF SPRAY HEAD 12' 1.30 30 Q WATER METER-SEE PLANS FOR WATER METER SIZES. FOR LOCATION REFER TO CIVIL PLAN. WATER PRESSURE VERIFIED ON 6-15-00. CCWD (909)987-2591 RUSSELL SILVA IN ENGINEERING DEPT. The design is diagrammatic,all piping,valves,etc.shown within paved areas are for design clarification only and shall be b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 a installed in planting areas whenever possible. Avoid any conflicts between the sprinkler system,walls,streetlights,sidewalk, BACKFLOW DEVICE FEBCO 825-YA SERIES, SEE PLANS FOR BACKFLOW SIZES. LOCATE IN A utility lines and equipment,and architectural features. O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 STRONGBOX SBBC-30-AL. ENCLOSURE. VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE ® RAINBTRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 OR INSTALLATION. Contractor shall verify all conditions and dimensions shown on plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the city. RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 O CALSENSE AUTOMATIC CONTROLLER LOCATION(ET1-XX-DR W/TP-1,TP-110 W/ANT-1 ) V RATNBTRD 1804-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 SEE PLANS FOR SIZES. (LOCATE IN A STRONGBOX SB-24-SS/120v) The contractor shall familiarize himself/herself with all underground utilities,pipes and structures,and shall take sole ® RAINBTRD 1804-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 © MASTER VALVE-2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE. responsibilities for the repair'replacement,at no cost to the city,for any damage of said underground facilities. RAINBTRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 When vertical obstructions(fire hydrants,street lights,trees,etc.)interfere with the spray pattern of the sprinkler heads,so as to O RAINBIRD 1804-SAM-PRS-1511 HALF SPRAY HEAD 15' 1.85 30 O CALSENSE FM-1.25 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. prevent proper coverage,the irrigation contractor shall field adjust the sprinkler system by installing a quarter circle or half circle ® RAINBIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 ® sprinkler head on each side of the obstruction. So as to provide proper coverage. All adjustments shall be made at no additional PRESSURE REGULATOR 2" - WILKENS 500 SERIES OR EQUAL. cost to the city. ® 1tAINBIRD 1806-5Q-B PALM TRF.F. BURBLER S' .50 30 OTORO 304-12-25 ROTOR 21' 50 35 PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS, Install one(1)spare orange wire along the entire length of the mainline to the farthest remote control valve(RCV)on each O TORO 308-12-25 ROTOR 21' 2.29 35 24"COVER UNDER PAVING. -SIZES INDICATED. -OR PER LOCAL CODE. branch. Pigtail each orange wire at the enclosure. Install terminal strips in enclosure for irrigation wiring O3 Irrigation system is based upon a maximum of 3 inches of water per week(turf)and 2 inches of water per week(ground SHEET KEY TORO XP300HP-Q-05 ROTOR 28' 1.01 35 PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2" OR LARGER- 18"COVER IN PLANTING AREAS24" COVER UNDER PAVING - SIZES INDICATED. cover/shrubs)applied for 8 hours a night/5 days a week between the hours of 9:OOP.M.to 5:00 A.M.only one valve per controller , [�4 TORO XP300HP-H-05 ROTOR 28' 2.02 35 shall operate at a time.(Note:not needed with a drip system.) SHEETS SHEETS SHEETS * CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID -- -— PVC SCH 40 WIRE SLEEVE- SIZE AND LOCATION PER CONTRACTOR-UNLESS OTHERWISE NOTED. The system is designed for the minimum operating pressure as shown at each point of connection. The maximum demand of L-3, L-14, L-7, L-18, gallons per minute is as specified. The irrigation contractor shall verify the available water pressure at the site prior to the start of L-2. L-13, OVERSPRAY AND ENSURE FULL COVERAGE. —_ _- _- —_ PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. - PROVIDE SLEEVES UNDER installation. Any changes shall be brought to the attention of the city. L-22 & L-30 L-23 & L-31 L-27 & L-35 * THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. ANY PAVING THAT EXCEEDS 4'WIDE. -UNLESS OTHERWISE NOTED. Automatic controller to be a calsense ETI-XX-DR W/TP-1,TP-110 W/ANT-1 with antenna port installed within a strongbox * ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN (SB)24SS/120 volt controller/electrical enclosure. Mount the antenna port(epoxy-filled)on top of the enclosure per WILL REQUIRE RAINBIRD PCS SCREENS. INDICATES STATION NUMBER CRE BLVD. manufacturer specifications and attach coaxial cable. System shall be operational prior to the city's acceptance. Actual location 30 SQ.FOOTAGE OF �G).ft X X� INDICATES CONTROLLER of the enclosure to be directed by a representative of the city. XXI J AREA SERVED LLJ 1NDICATES GPM a The contractor shall supply the conduit needed for the conductors and shall be responsible for the power hook-up for the irrigation J m COALIINDICATES VALVE SIZE w -- controller,electrical conductors and meter to be provided by SCF.,coordinated and paid for by the developer. - `r- �� - tW . . . . . . . . . . . . . . . . . . 1111 T ' _ I to �1 SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, 7L- 6c_L_34 — 8Tc C-3 a SCALE NOTE: 00 DAY CRE BLVD. J _ THIS PLAN IS SHOWN AT 1"=30' > . m — I -- llblbAea.ft 13 A w F D SHEETS SHEETS SHEETS SHEETS IH 23 DAY CREEK BLVD. L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, - . .,..; .,; , -� -• 19 '' '�.,.,.,� � L-24 & L-32 L-25 & L-33 kw t, x - 1111 . " 2s 44 aE� c k. Poi E4, DESCRIPTION OF REVISION DATE Cin 1189ea,-ft 12 A v r--+ �k%DSC4,0 118Sep.rt A 1139 ea.ft 3a A �, �� y� �� APPROVED: 1,i2 , 33 14'119 rt A 11,2 29 _ `� `c.� iG yi - 1825aq.rt „ „ A q 1" 2'1 1481aq.Ft I I/2 3 Alba eq.fte37f_< W ! 2782 CITY OF RANCHO C U C A M O N G A ... ,,,2 31 _1111__1111. _._ .......__.... - w T - .. ... ... ..... ..... ... .... .................... .. __._ __._ __.. _... .... ......... .............................. ......... ........ _... .... 1111. .. .................... __._.. .._ W _ .. __ ___ ... ... _..___1111.._ _.. ...... " �" 11 " 1111 1111 1111. 1111... 46" ........... ............ I "1111.. �P M • ....M 1111.. 11111111. ....... 1111. 11 v ItM1�� N -^� �\� _# V' . ry w i. 4 - ik T� v7 IRRIGATION PLAN 1111 _-�_ - - 5 - V L �„ � 4 n r ° * i�• IN 1 /4„ -. :.- .- 9t-ff - _4n � .. _. _f w „ N F ��o OF CAS z4•"•� ,�• Q '" I•, N4 -- • " ,,, N • �• 4 { - ILy - N Ito' �" ti• DAYCREEK BOULEVARD �� I 1 �� I t,� I N� w SAll TRACT 15875 7" b"0 N ,. ,4 ,4 PROJEC LIMIT L E Z 0—'+ APPROVED BY - DATE: 1 1 I 1 — 40 39 38 37 36 35 34 33 32 31 ¢ x CITY ENGINEER RCE N 24953 ille PR(IJ T LIMIT LINEw � DE SS N J-1� T [ I C ,� P c � RE ED QWaI t0*0_DRAWN Landscape I'M Iron AMmt,9-1veft 130 � tecture n HD/MM/CB &r Planning IA . G 92011 anning �Rk+mrd PoRemuN, Lwow � 2M S EE� 3 46 r (949) $44-1370 FAX 476-1432 O F CHECKED DRAWING NO. 0 30 60 RP RLA No.: 2782 q, I Date: 5/25/01 File No.: 99-024 SHEET l 0F P NOTE : '' CONTROLLER N POINT OF CONNECTION : A O A INSTALL A 2" (POTABLE) WATER METER - SEE CIVIL PLAN FOR LOCATION. CONTRACTOR TO INSTALL A CALSENSE ET 1-40 DR W/ TP-1,TP-110 W/ ANT 1 INSTALL A 2 FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. ANTENNA PORT CONTROLLER. LOCATE IN A STRONGBOX ENCLOSURE NOTE ■■ INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. (SB-24-SS/120v) , LOCATE AWAY FROM VIEWS. CONTRACTOR TO PROVIDE 1 ' PRESSURE REGULATOR TO BE SET 113 PSI 110V CONTINUOUS POWER. CONTRACTOR TO PULL (1) ,LABELED COMMON WIRE AND (2) LABELED - @ COORDINATE CONTROLLER LOCATIONS WITH A CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. ' COORDINATE THESE LOCATIONS WITH CITY INSPECTOR. CALSENSE REPRESENTATIVE AND CITY INSPECTOR ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE _ AVAILABLE PRESSURE : 124 PSI IN EACH DIRECTION. DESIGN PRESSURE : 93.0 PSI MAXIMUM DEMAND : 40 GPM _ HIGHEST HEAD SERVED : 80.48 M � ?2a2ea.f d A rr 1„ Z3 - i 24 s ft � 174 f 8e DAY CRE EK µ I" 23 N DAY CREEK BLVD. _ s s s�:47 *t � 4. .� =�- -s �s 24 -�- -: - - - - - - - s T 27 28 29 30 - - 14* 1- u - - -- E__ 1 VJ R21 _ . -rr.�� •4L:J W %' 125?e .f 1694ea.ft Ib A Ib31e .fi A 1�18eq.ft 33 A G t A / I I ��,�„ 39 1m98eq.ft � A 113meq.ft A 1b92eq.ft I A '%" 36 `IN, L2 38 7' ,i,= 4m - W - r - ,,,• 1 40 h• !• ��n _ t Y I Y L ------R 0 0 1 20 �/• ,Y 234 v ■ K ;L - - - _ - qr #.. s...._.a�- */� , ;. .'.� ` // (i 4 �.. -.�;. -V ,(� I Tj4 !`. - / :I L t. :_t:.f:=f:_� � y a - �� - 1 - - - - _. ... - 1 �. Ti INi YA 41��PY '7oj77 I �Y 7 J � Y I I" 1• � 1" Y Y Y � �114LIMIT LIN ; '�' '' �. 46 1 47 45 44 - ¢ N' ' 43 42 83 POINT OF COTT'ECTIO. A 84 82 w 1I1I OJECT IT L Al An t ? RM M li • 3. B.F. ( PRESSURE LOSS CALCULATIONS ` F M �,,, 3 WATER METER 'A' 2" ELEVATION 345 IRRIGATION LEGEND STATIC PRESSURE HIGH 129 PSI LOW 124 P.S.I. SOURCE OF INFORMATION RUSSELL SILVA ® CCWA SYMBOL MFG. MOI)EI, NO. DESCRIPTION RAD. GPM PSI SYMBOL DESCRIPTION PHONE NUMBER (909) 987-2591 0 RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 DATE OF INFORMATION 6- 15-00 ■ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 5' .20 30 RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. RAINBIRD 1812-SAM-PRS-8 ►� GATE VALVES 11/2" AND SMALLER-NIBCO T-585-70-66 -LOCATE IN A CARSON VALVE BOX. H.G.L. MEAN ELEVATION NIA (REQUIRED /F STATIC Q QUARTER SPRAY HEAD 8' .26 30 GATE VALVES 2" AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. PRESSURE IS UNKNOWN) • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 RAINBIRD EFB-CP-PRS-B REMOTE CON , � CONTROL VALVE- SIZES INDICATED-LOCATE ® RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8 1.05 30 INA WATER METER ELEVATION 345 CARSON VALVE BOX. C SO )51 RATNBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 80 X .433 = 15. 16 RAINBIRD 1812-SAM-PRS-12H a WATER METER- SEE PLANS FOR WATER METER SIZES. FOR LOCATION REFER TO CIVIL PLAN. A27 SIZE 1 1 2" ❑ RA RD HALF SPRAY HEAD 12 1.30 30 REMOTE CONTROL VALVE NOTE: WATER PRESSURE VERIFIED -1 -N EL V ENGINEERING O 6 500. CCWD (909)987-2591 RUSSELL SIL AIN FNG TNG DEPT. MAXIMUM DEMAND 34 G.P.M. b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 0 BACKFLOW DEVICE FEBCO 825-YA SERIES, SEE PLANS FOR BACKFLOW SIZES. LOCATE IN A FOR IRRIGATION ELEVATION OF HIGHEST HEAD 345 O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15 1.85 30 STRONGBOX SBBC-30-AL. ENCLOSURE. VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE ELE 0 0 RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 OR INSTALLATION. PRESSURE ® R.C.V. 30 P.S.I. NOTES SEE RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 300 )CALSENSE AUTOMATIC CONTROLLER LOCATION ETI-XX-DR W/TP-1 TP-110 W/ANT-1 SHEET L-1 3 v RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 SEE PLANS FOR SIZES. LOCATE IN A STRONGBOX SB-24-SS/120v QTY. SIZE ITEM P.S.I. LOSS ® RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 8@ 1.05 30 © MASTER VALVE. -2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE. 2" WATER METER 1.2 SHEET KEY 1804-SAM-PRS- RAINBIRDI SQ QUARTER SPRAY HEAD 15 .92 30 2" PRESS. REG. (FALL-OFF) 1.5 R CALSENSE FM- 0 RAINBIRD 1804-SAM-PRS-15H HAL R 1 1.25 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. F SPRAY HEAD 15 .85 30 " O 2 R.P. BACKFLOW DEVICE 12.0 SHEETS SHEETS SHEETS ® RATNBTRD 1804-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 ® PRESSURE REGULATOR 2" -WILKENS 500 SERIES OR EQUAL. 1 112" FLOW METER 1.2 L-2, L-13, L-3, L-14, L-7, L-18, OB RAINBIRD 1806-5Q-B PALM TREE BUBBLER 5' .50 30 2" MASTER VALVE 2.0 L-22 & L-30 L-23 & L-31 L-27 & L-35 O TORO 304-12-25 ROTOR 21' 1.15 35 PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS, " GATE VALVES 4.80 TORO 308-12-25 ROTOR 21' 2.29 35 24 COVER UNDER PAVING. - SIZES INDICATED. 2 OR PER LOCAL CODE. � " 1440 2 MAIN LINE 14.40 03 TORO XP300HP-Q-05 ROTOR 28' 1.01 35 PVC SCH 40 MAINLINE 11/2" AND SMALLER,CLASS 315 2" OR LARGER- 18" COVER 0 0 MAIN LINE - CRE BLVD. 3 INPLANTING AREAS,24" COVER UNDER PAVING - SIZES INDICATED. 0 TORO XP300HP-H-05 ROTOR 28' 2.02 35 4 1 2 R.C.V. ASSEMBLY 3. 1 _ • - - -- PVC SCH 40 WIRE SLEEVE- SIZE AND LOCATION PER CONTRACTOR - UNLESS OTHERWISE NOTED. 40' 314" LATERAL LINE LOSS 2.06 - m CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID w J �_ OVERSPRAY AND ENSURE FULL COVERAGE. - - - _ 20 1 LATERAL LINE LOSS 57 N = _ _ T=TY - _ _ _ _ PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. - PROVIDE SLEEVES UNDER " Q i T T w * THE 8' SPRAY HEADS MAYBE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. ANY PAVING THAT EXCEEDS 4 WIDE. -UNLESS OTHERWISE NOTED. ' 25 1 1/4 LATERAL LINE LOSS .47 (n Q • ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN - 10' 2" LATERAL LINE LOSS .09 00 SHEETS SHEETS WILL REQUIRE RAINBIRD PCS SCREENS. INDICATES STATION NUMBER FITRNG LOSS (1090) 4.3 L-6, L-9, L-17 L-8, L-19, SQ. FOOTAGE OF tq.ft X X• INDICATES CONTROLLER ELEVATION CHANGE (+/-) - 15. 16 - 6 �c C 4 - 8TL-3 AREA SERVED t INDICATES GPM 00 DAY CREEN BLVD. INDICATES VALVE SIZE TOTAL PRESSURE LOSSES: 62.8 , 24mteq.ft 19 A PRESSURE TO OPERATE HEADS: 30 > 00 p TOTAL PRESSURE REQUIRED: 92.8 w r T SET REGULATOR ®. AVAILABLE: 1 LOWEST STATIC PRESSURE124 w 13 - ,rte , --- - --s--I" r'+h - - ---- - - --- ---- - - - -- __ --- 36 w RESIDUAL WATER PRESSURE. +31. 1 L� SHEETS SHEETS SHEETS SHEETS W L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, DAY CREEK BLVD, - CITY REQUIRED RESIDUAL WATER PRESSURE.• 15-20 PSI L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 b + h Im3eq.ft A 9 Q III' W II 145%q.ft A 1294eq.ft /3-2\A 1'16,1eq.ft A 3 32 �., - o \'o ID,i4pE�� DESCRIPTION OF REVISION DATE yin II y 7�, [�] ,��. ��� Nor Cy APPROVED: :• 2• Z 9 �`' 1782 Z" ,� � . 0 , 0 Z SCALE NOTE: ; CITY OF RANCHO CUCAMONGA ak - 4 _ Y THIS PLAN IS SHOWN AT 1"-30' * ' U �� ��� IRRIGATION PLAN r1 1 _ �•� Y IY (^�' .��\�. - r:_i_ • I • - 44 �1� IY /`/7-'/ \r-- vlyl -+ '4 1 4 u 14- n _ • i ' _ _.._ �,-� _ - - - - _7 O l�N� v . .I � F v _ DAYCREEK BOULEVARD ■ �`' 76 75 �• - TRACT 15875 9 , _ , _7$.- I I _ _ , CITY ENGINEER RCE NO 24953 I _1.72 74 73 72 _ _ - -- _ . APPROVED BY : ( DATE: JECT IMI," w MAT HLINE S S � EET - $ �- DESIGN RE ED SS �I I T c C A P c o DRAWN Landscape IM2 M•• A�es,A■.a ax �� Architecture Suft 170 SHEE Irvin■, G 9!911 HD/MM/CB do Planning 1aaro.d rano,",,., 4OF 46 - (9") 64-9370 PAI( 478-1432 CHECKED DRAWI G N 0 30' 60' RLA No.: 2782 RP I Date: 5/25/01 File No.: 99-024 SHEET OF r-+ € 131*1eq.ft 4 19 2239aq.ft 3 8 r3 IIS=' 31 1" 26 - WI W37 38 39 - - -- -- s } 1,r -i^ - r - s - s -s--� s s -;;s -s-- -s--� --s -; „ -* -_All} - i�W � � - -- - - - - L T M • " _ 1. W I '�♦ v _� '=iii I I W �` -' 1258eq.ft 1 B 4■�I W DAY CREEK BLVD. 1731ea.ft 2 B 03ec�t 21... _-... .__._.._ _.._..__.._ _.............. ............. 1311e ft b B 126teq.ft /23\5 ........................_.... ..... ... .... ... . ...:................... ... . ................._ _ _ _.... _ ......... ........ .........._.......................................... . ... _. .. .........................._ �..... _. ...._.... .... ..... _.... ....... ... W tt . _ _.... 3.. : �.. ... . �.... _.� __._ M.. 1 _ ' 24 _ 1s 33 �� o- Vr ` i. w WAR 1, .(. /h . a x i`. - f #. .t11[. 1t _ .. �. . " 1/.0 t 21,1341. 29r 410 • y.n t" ,• /4,1j4 , , Y J fir. ,`• • t* u t�x ■t O tel' O _ - S- '4 - A A- 64 t _ 1 2 3 4 5 6 7 8 9 10 1 1 12 13 NTC EE SHEE L-18 I JECT IMIT NOTE : =i a CONTRACTOR TO PULL 1 'LABE ED' COMMON WI AND 2 'LABELED' F<: CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LO IN A VALVE BOX. .t I I ADD (1) GRAN E WIRE TO THE FARTHEST REMOTE CONTROL VALVE IN EACH DIRE TION. PRESSURE LOSS CALCULATIONS IRRIGATION LEGEND WATER METER 'B' 2" SYM130I_ MIG. MODL1, NO. DIl:SCRIPTION RAI). GPM PSI SYM130L DLSCRIPTION ELEVATION 409 v RAINBIRD 1806-SAM-PRS-5QUARTER SPRAY HEAD 5' .10 30 STATIC PRESSURE HIGH 100 PSI LOW 95 P.S.I. Q 1 ■ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 5' .20 30 � RAINBIRD 33 DNP QUICK COUPLER @ 150 O.C. SOURCE OF INFORMATION RUSSELL SIL VA 0 CCWA GATE VALVES 11/2 AND SMALLER-NIBCO T-585-70-66 LOCATE IN A CARSON VALVE BOX. PHONE NUMBER (909) 987-2591 ♦ RAINBIRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 GATE VALVES 2" AND LARGER - WATTS SERIES 403-RT-RW- LOCATE IN A CARSON VALVE BOX. DATE OF INFORMATION 6- 15-00 • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 • RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE- SIZES INDICATED -LOCATE ® RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 IN A CARSON VALVE BOX. H.G.L. MEAN ELEVATION N/A (REQUIRED IF STATIC 19 RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 PRESSURE IS UNKNOWN) ❑ RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 � WATER METER -SEE PLANS FOR WATER METER SIZES. FOR LOCATION REFER TO CML PLAN. WATER PRESSURE VERIFIED ON 6-15-00. CCWD (909)987-2591 RUSSELL SILVA IN ENGINEERING DEPT. WATER METER ELEVATION 409 b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 a BACKFLOW DEVICE FEBCO 825-YA SERIES, SEE PLANS FOR BACKFLOW SIZES. LOCATE IN A 30 X .433 = 12.9 O RAINBIRD 1812-SAM-PRS-ISH HALF SPRAY HEAD 15' 1.85 30 STRONGBOX SBBC-30-AL. ENCLOSURE. VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE REMOTE CONTROL VALVE # B35 SIZE 1 1/2" ® RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 OR INSTALLATION. MAXIMUM DEMAND 36 G.P.M. RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 O CALSENSE AUTOMATIC CONTROLLER LOCATION(ETI-XX-DR W/TP-1, TP-110 W/ANT-I ) ELEVATION OF HIGHEST HEAD 439 v RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 SEE PLANS FOR SIZES. (LOCATE IN A STRONGBOX SB-24-SS/120v) PRESSURE 0 R.C.V. 30 P.S.I. 0 RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 © MASTER VALVE- 2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE. 1 RAINBIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD IS .92 30 CALSENSE FM-1.25 FLOW METER- SPECIFICATIONS. QTY• SIZE ITEM P.S.I. LOSS O RAINBIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 15 1.85 30 � E INSTALL PER CALSENSE S E ® RAINBTRD 1804-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 2" WATER METER 1.0 PRESSURE REGULATOR 2 -WILKENS 500 SERIES ORE UAL. B RAINBIRD 1806-5Q-B PALM TREE BUBBLER 5' .50 30 ® Q 2" PRESS. REG. FALL-OFF 1.5 (FALL-OFF) I1 p TORO 304-12-25 ROTOR 21' 1.15 35 PVC SCH 40 LATERAL LINE- 12 COVER IN PLANTING AREAS, 2 R.P. BACKFLOW DEVICE 12.0 11 p 24 COVER UNDER PAVING. - SIZES INDICATED. -OR PER LOCAL CODE. 1 1 2 FLOW METER 1.2 2 TORO 308-12-25 ROTOR 21 2.29 35 / �3 TORO XP300HP-Q-05 ROTOR 28' 1.01 35 PVC SCH 40 MAINLINE 11/2" AND SMALLER, CLASS 315 2" OR LARGER- 18"COVER 2" " MASTER VALVE 2.0 1 IN PLANTING AREAS 24" COVER UNDER PAVING- SIZES INDICATED. 2 1/2 GATE VALVF(S) J.s 4 TORO XP300I IP-IT-OS ROTOR 28 2.02 35 � " SHEET KEY 1380 2 1/2 MAIN LINE 5.38 ' CONTRACTOR MUST USE RAINBTRD ADJUSTABLE ARC NOZZLES TO AVOID -- - - PVC SCH 40 WIRE SLEEVE- SIZE AND LOCATION PER CONTRACTOR -UNLESS OTHERWISE NOTED. l _ MAIN LINE - OVERSPRAY AND ENSURE, FULL COVERAGE.. -_ _- _- _- PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. -PROVIDE SLEEVES UNDER 1 2" R.C.V. ASSEMBLY ,3,2 SHEETS SHEETS SHEETS ' THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. ANY PAVING THAT EXCEEDS 4'WIDE. -UNLESS OTHERWISE NOTED. 40' 3/4" LATERAL LINE LOSS 1.60 L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 * ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN 35' 1 " LATERAL LINE LOSS 1.0 WILL REQUIRE RAINBIRD PCS SCREENS. INDICATES STATION NUMBER SQ. FOOTAGE OF 1q.ft X X• INDICATES CONTROLLER 40' 1 114- LATERAL LINE LOSS .91 AREA SERVED 20' 2" LATERAL LINE LOSS . 18 CRE BLVD. 3 INDICATES GPM INDICATES VALVE SIZE FITTING LOSS (10%) 3.35 0 ELEVATION CHANGE (+/-) - 12.9 w POINT OF CONNECTION : 'B' - == - TTI INSTALL A 2" (POTABLE) WATER METER - SEE CIVIL PLAN FOR LOCATION. TOTAL PRESSURE LOSSES: 49.8 Q (wn INSTALL A 2" FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. CONTROLLER NOTE : 'B' PRESSURE TO OPERATE HEADS: 30 SHEETS SHEETS INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. TOTAL PRESSURE REQUIRED: 79.8 L-6, L-9, L-17 L-8, L-19, CONTRACTOR TO INSTALL A CALSENSE ET1-40 DR W/ TP-1 TP-110 W/ ANTI L-T6 _& L�4 - 87 L-3 PRESSURE REGULATOR TO BE SET @ 95 PSI � LOWEST STATIC PRESSURE AVAILABLE: 95 DAY CRE BLVD. ANTENNA PORT CONTROLLER. LOCATE IN A STRONGBOX ENCLOSURE SET REGULATOR ®: 95 COORDINATE THESE LOCATIONS WITH CITY INSPECTOR (SB-24-SS/120v) , LOCATE AWAY FROM VIEWS. CONTRACTOR TO PROVIDE RESIDUAL WATER PRESSURE: + 15. 18 w ✓ 114V CONTINUOUS POWER. AVAILABLE PRESSURE : 95 PSI COORDINATE CONTROLLER LOCATIONS WITH A DESIGN PRESSURE : 80 PSI CITY REQUIRED RESIDUAL WATER PRESSURE.- 15-20 PSI Q MAXIMUM DEMAND : 39 GPM CALSENSE REPRESENTATIVE AND CITY INSPECTOR Li LF ' HIGHEST HEAD SERVED : 136.2 SHEETS SHEETS SHEETS SHEETS DAY CREEK BLVD. L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 _ ,' _. ,, 48 49 50 51SCALE POINI OF CONNECIION'A -- - - ;h.' ;,�. H_ 1 > - �`�' `Y THIS PLAN IS SHOWN AT 1 -30 O M � _ \� aEo `Q IDP cAPF�� DESCRIPTION OF REVISION CITY DATE APPROVED: w 1 e 1m03ea.ft I e llbmaaTt 25 e ~��� 2782 N�� cy T9 9F('r f G i 21b3a . t a 4 t s � a r. l V I I f 116me . t it me .f 2b B _ .,._.._. . .: ... .. .. ...... I �I _ 1 2 s 3 CITY OF RANCHO CUCAMONGA w q,F IRRIGATION PLAN 04 #.fit �! � _ 1. �'"• _ � �-_� � �,�.[ �''b- r • '` ►--� /4 -/` .t i 4 NOTE• aF A�� - _- -- " • t • 14" t• - - - - _ " w DAYCREEK BOULEVARD _ _ -1 �4" �4� „'" `�"_f Y '_ ��. •r, x 7,4 �q - „ "'��" tr �" O �.1��x \. _ - _ _ • '^ 1• n 4 N TES SEE TRACT 15875 4 �lJ APPROVED BY DATE: O SHEET L-13 CITY ENGINEER RCE N 24953 14 15 16 17 18 19 1 1 O U DESIGN RE ED - JEC MIT L 20 21 22 23 E-•i I � SS � IrE cwPc � 1 1 DRAWN Landscape 1"W � A�Bm"v d 64 - pWq E.; �' Architecture I�.A .ft SCA $2012 SHEET R: I HD/MM/CB & Planning Rk+mrd hihcmu% Lim ► 2712 L- 15 r W (9M) 944-9770 FAX 479-1432 0 f 4 ' > CHECKED DRAWING NO. v� 0 30 60' RP RL.A No.: 2782 Data: 5/25/01 File No.: t0 99-024 SHEET OF t 3. 144beq.ft D 122beq.Pt 3 B 14•x' DAY CREEK BLVD. Q W — - 5s so - - 1 --- - - -- - - /` fr � �� 6�� 11�mea.Pt 32 D v 1 1114e ft II2w132_8e /-31\8 2291eq.2� B mb-Ieq 28 D I 21 1128e 131/1".3B1 1 �4bea. 3I'I 45 20/2/ _ x Lill - ■ -- - - 1 _ _. �4r �. .....� - - - - -- * s ' ff�lr E-- r ZN t" 1r r N I ■ /• /• �i I�N I(/4 1y = • _ � `t `•� 1�4 4 & �• �■ ~j t 2" �• 1■ 1" 11y " N 4'`N IX I1�• tN ■ tV4 t11 l I ► \�I/ NA 1 1 1 1 I �3 2 4 2 5 2 6 2? " 28 JECT LIMIT L 2 8 29 30 31 32 33 NOTE : CONTRACTOR TO PULL 1 'LABELED' COMMON WIRE AND (2) 'LABELED' CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE IN EACH DIRECTION. SHEET KEY IRRIGATION LEGEND SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI SYMBOL DESCRIPTION L-22 & L-30 L-23 & L-31 L-27 & L-35 01 RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. ■ RAMBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 5' .20 30 41 RAINBIRD 1812-SAM-PRS-8 QUARTER SPRAY HEAD 8' 26 30 H GATE VALVES 11/2" AND SMALLER -NTBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. CRE BLVD. Q Q GATE VALVES 2 AND LARGER-WATTS SERIES 403-RT-RW- LOCATE IN A CARSON VALVE BOX. W 1103 • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8'® .52 30 RAIi`7BIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' •1.05 30 -�RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE - SIZES INDICATED-LOCATE w - op IN A CARSON VALVE BOX. N 19 RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 Q w TT M-] FT WATER METER- SEE PLANS FOR WATER METER SIZES. FOR LOCATION REFER TO CML PLAN. �p p RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 WATER PRESSURE VERIFIED ON 6-15-00. CCWD (909)987-2591 RUSSELL STLVA IN ENGTNEERTNG DEPT. b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 BACKFLOW DEVICE FEBCO 825-YA SERIES, SEE PLANS FOR BACKFLOW SIZES. LOCATE IN A SHEETS SHEETS O RAIhBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 0 STRONGBOX SBBC-30-AL. ENCLOSURE. VERIFY SIZE,OF ENCLOSURE PRIOR TO PURCHASE L-6, L-9, L-17 L-8, L-19, — 8 — ® RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15, L— 6 �c L—�4 3.70 30 OR INSTALLATION. T�3 T 1 DAY CRE BLVD. RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 8� 26 30 O CALSENSE AUTOMATIC CONTROLLER LOCATION (ETI-XX-DR W/TP-1,TP-110 W/ANT-1 ) - --- J RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 8 52 30 SEE PLANS FOR SIZES. (LOCATE INA STRONGBOX SB-24-SS/120v) 0,0 01 1 w ® RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 81 1.05 30 MASTER VALVE- 2" SUPERIOR 3100 NORMALLY OPEN ELECT-RTC DIAPHRAGM GLOBE VALVE. O RAINBIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 ® 1 y _ L 0 RAINBIRD 1804-SAM-PRS-I 5H HALF SPRAY HEAD 15' 1.85 30 O CALSENSE FM-1.25 FLOW METER- INSTALL PER CALSENSE SPECIFICATIONS. SCALE NOTE: U-1 ® RAINBIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 15 3.70 30 ® PRESSURE REGULATOR 2" -WILKENS 500 SERIES OR EQUAL. rn OB RAINBIRD 1806-5Q-B PALM TREE BUBBLER 51 .50 3o THIS PLAN IS SHOWN AT 1"=30' SHEETS SHEETS SHEETS SHEETS " PVC SCH 40 LATERAL LINE- 12COVER IN PLANTING AREAS, t� TORO 304-12-25 ROTOR 21' 1.15 35 L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, O TORO 308-12-25 ROTOR 21' 2.29 35 24" COVER UNDER PAVING. - SIZES INDICATED. -OR PER LOCAL CODE. L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 ® TORO XP300HP-Q-05 ROTOR 28' 1.01 35 PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2" OR LARGER - 18"COVER t-t 1-00(c 2' O TORO XP300HP-H-05 ROTOR 28' 2.02 35 IN PLANTING AREAS, 24" COVER UNDER PAVING - SIZES INDICATED. © ��NDSC,1 * CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID -- - — PVC SCH 40 WIRE SLEEVE- SIZE AND LOCATION PER CONTRACTOR-UNLESS OTHERWISE NOTED. ��0 pad PES DESCRIPTION OF REVISION DATE afy ov%0- r �, ♦o y APPROVED: OVERSPRAY AND ENSURE FULL COVERAGE. —_ _- _- —_ PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. -PROVIDE SLEEVES UNDER ' '� cy * THE 8' SPRAY HEADS MAY BE SUBSTIT LTTED WCI'iI l0'NOZZLES AS REQUIRED IN THE FIELD. ANY PAVING THAT EXCEEDS 4'WIDE. -UNLESS OTHERWISE NOTED. 2 82 * a CITY OF RANCHO CUCAMONGA ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN / INDICATES STATION NUMBER WILL REQUIRE RAINBIRD PCS SCREENS. � ! SQ. FOOTAGE OF 1q.ft x x- INDICATES CONTROLLER AREA SERVED Gam— J' INDICATES GPM Z.�«� � t o 3�.o IRRIGATION PLAN INDICATES VALVE SIZE I O \F F CAS s.it DAYCREEK BOULEVARD TRACT 15875 APPROVED BY - DATE: w NOTE: CITY ENGINEER RCE N 24953 DESIGN RECO E ED FOR IRRIGATION SS ,ovt�% I T C l c A P NOTES SEE DRAWN ,� Landscops �130""" SHEET Architecture Ir•!Xr CA 9:312 SHEET L-13 HD/MM/CB do Planning I00vrd .ofha• • u■■Ir.■ / rm L- 16 46 (09) 9••-9370 FAX 47e-1+72 OF CHECKED RLA No.: 2782 DRAWING NO. 0 30 60 RP Date: 5/25/01 File No.: 99-024 SHEET _sl_ __OF POINT OF CONNECTION : 'C' INSTALL A 11/4" (POTABLE) WATER METER - SEE CIVIL PLAN FOR LOCATION. INSTALL A 11/4" FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. PRESSURE LOSS CALCULATIONS INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. PRESSURE REGULATOR TO BE SET @ 85 PSI WATER METER 'C' 2" COORDINATE THESE LOCATIONS WITH CITY INSPECTOR. ELEVATION 310' STATIC PRESSURE HIGH 144 PSI LOW 139 P.S.I. AVAILABLE PRESSURE : 139 PSI SOURCE OF INFORMATION RUSSELL SILVA ® CCWA DESIGN PRESSURE : 70 PSI PHONE NUMBER (909) 987-2591 MAXIMUM DEMAND : 40 GPM DATE OF INFORMATION 6- 15-00 HIGHEST HEAD SERVED : 312 H.G.L. MEAN ELEVATION N/A (REQUIRED IF STATIC PRESSURE IS UNKNOWN) CONTROLLER NOTE : 'C' WATER METER ELEVATION 310.05 2 X .433 = .866 CONTRACTOR TO INSTALL A CALSENSE ETI-12 DR W/ TP-1,TP-I 10 W/ ANTI POINT OF CONNECTION'C' REMOTE CONTROL VALVE C5 SIZE 1 1/2" ANTENNA PORT CONTROLLER. LOCATE IN A STRONGBOX ENCLOSURE cam"I MAXIMUM DEMAND 40 G.P.M. (SB-24-SS/120v) , LOCATE AWAY FROM VIEWS. CONTRACTOR TO PROVIDE wM M ELEVATION OF HIGHEST HEAD 312 110V CONTINUOUS POWER. COORDINATE CONTROLLER LOCATIONS WITH A PR.�c _" c--i PRESSURE ® R.C.V. 30 P.S.I. CALSENSE REPRESENTATIVE AND CITY INSPECTOR B.F. F M e-� QTY. SIZE ITEM P.S.I. LOSS 2" WATER METER 1.2 ■ r—I 2" PRESS. REG. (FALL—OFF) 1.5 2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER 1.2 C 2" MASTER VALVE 2.0 1�• 1" —�" 2" GATE VALVES) 1.2 _ — 760' 2" -t 10.0 I�N N4" ___—� 1 \ — I N --_ IN - 11 -- mss„ p �yN 45 3 4 LATERAL LINE LOSS 64 _ — — 25' 1 ” LATERAL LINE LOSS .84 0 35' 1 1 4" LATERAL LINE LOSS .95 ' 10 2" LATERAL LINE LOSS . 12 4 14y" 201 FITTING LOSS (1090) 3.48 " 11 TN H ELEVATION CHANGE (+/—) —.866 'z/ _" W TOTAL PRESSURE LOSSES: ,39, 1 1383aa.ft 2 G , W PRESSURE TO OPERATE HEADS: 30 '1 G 1,/ 4m 38 I = W TOTAL PRESSURE REQUIRED: 69. 1 N 1 1 1 I G 139mac�.ft LOWEST STATIC PRESSURE AVAILABLE: 139 W SET REGULATOR ®: 85 1 82�SGj.ft 1i/2 " 25 I i� � � RESIDUAL WATER PRESSURE: +69 CITY REQUIRED RESIDUAL WATER PRESSURE.- 15-20 PSI - IN 1" MLI - R 0 AD 7 a " - 144" U BASELINE77 " 7 6 '7 _ W W - W SHEET KEY W SHEETS SHEETS SHEETS — L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 [U-+ < BLVD. 3 - w W -----_ J �� m - - --_ r — ,�� -- w I W (n SHEETS SHS JIDRI ATION LEGEND -6, L-9, L-17 L-8, L-19, SYMBOL MFG. MODEL NO. DESCRIPT ION RAD. GPM PSI SYMBOL DESCRIPTION L- 6 & L-74 7-3 DAY CRE K BLVD. ON RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 00 Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. w - ■ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 5' .20 30L 71-7z ►� GATE VALVES 11/2" AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. p RAINBIRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 GATE VALVES 2" AND LARGER- WATTS SERIES 403-RT-RW -LOCATE IN A CARSON VALVE BOX. m ■ RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 Q y • RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE- SIZES INDICATED-LOCATE w ® RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 IN A CARSON VALVE BOX. NOTE: SHEEw m RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 LF p RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 ❑Q WATER METER - SEE PLANS FOR WATER METER SIZES. FOR LOCATION REFER TO CIVIL PLAN. TS SHEETS SHEETS SHEETS WATER PRESSURE VERIFIED ON 6-15-00. CCWD (909)987-2591 RUSSELL SILVA IN ENGINEERING DEPT. L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, b RATNBTRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' 92 30 0 BACKFLOW DEVICE FEBCO 825-YA SERIES, SEE PLANS FOR BACKFLOW SIZES. LOCATE INA FOR IRRIGATION L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 STRONGBOX SBBC-30-AL. ENCLOSURE. VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE 0 RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 OR INSTALLATION. NOTES SEE Q RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 O CALSENSE AUTOMATIC CONTROLLER LOCATION(ETI-XX-DR W/TP-1,TP-1 10 W/ANT-1 ) SHEET L-13 SCA �o SDP Coe DESCRIPTION OF REVISION DATE CITY RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 8' 52 30 SEE PLANS FOR SIZES. (LOCATE IN A STRONGBOX SB-24-SS/120v) NOTE : y�� � N��oPcy� APPROVED: & RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 © 1782 MASTER VALVE- 2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE. v a s RAINBIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD is 92 30 CONTRACTOR TO PULL (1) 'LABELED' COMMON WIRE AND (2) 'LABELED' a CITY OF RANCHO CUCAMONGA 0 RAINBIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 O CALSENSE FM-1.25 FLOW METER- INSTALL PER CALSENSE SPECIFICATIONS. CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. ® RAINBIRD 1804-SAM-PRS-I SF FULL SPRAY HEAD 15' 3.70 30 PRESSURE REGULATOR 2" -WILKENS 500 SERIES OR EQUAL. ® RAINBIRD 1806-5Q-B PALM TREE BUBBLER 5' .50 30 ® ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE J,J� I� o( �\Q- tO TORO 304-12-25 ROTOR 21' 1.15 35 PVC SCH 40 LATERAL LINE 12"COVER IN PLANTING AREAS, IN EACH DIRECTION. 9TF to�l °�� IRRIGATION PLA N O TORO 308-12-25 ROTOR 21' 2.29 35 24" COVER UNDER PAVING. - SIZES INDICATED. -OR PER LOCAL CODE. OF CA��� Q3 TORO XP300HP-Q-05 ROTOR 28' 1.01 35 PVC SCH 40 MAINLINE 11/2" AND SMALLER,CLASS 315 2"OR LARGER- 18" COVER BASELINE ROAD ® TORO XP300HP-H-05 ROTOR 28' 2.02 35 1N PLANTING AREAS,24"COVER UNDER PAVING - SIZES INDICATED. SCALE NOTE: TRACT 15875 • CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID - - -— PVC SCH 40 WIRE SLEEVE- SIZE AND LOCATION PER CONTRACTOR-UNLESS OTHERWISE NOTED. THIS PLAN IS SHOWN AT "=2O' APPROVED BY ' • DATE:T o� OVERSPRAY AND ENSURE FULL COVERAGE. _ _ _ = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. -PROVIDE SLEEVES UNDER CITY ENGINEER 0 THE 8 SPRAY HEADS MAY BE SUBSTITUTED WITH 10 NOZZLES AS REQUIRED IN THE FIELD. ANY PAVING THAT EXCEEDS 4' WIDE. - UNLESS OTHERWISE NOTED. l� RCE N 24953 ' ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25% OF THE LISTED SPRAY PATTERN DESIGN RE DED WILL REQUIRE RATNBIRD PCS SCREENS. INDICATES STATION NUMBER SS ,�� 1 T E C A P E SQ. FOOTAGE OF 1q.n x x INDICATES CONTROLLER AREA SERVED DRAWN � Landscape 1+7n �• A,",Nf •wlwe.a -�=— INDICATES GPM __- - i.vb». G 92!12 i.� Architecture SiNi 130 SHEE INDICATES VALVE SIZE HD/MM/C8 & Planning baled Polhoml». Uew f IM (SM) 944-3370 FAX /76-1432 L- 7 OF 46 0 20 40 CHECKED RLA No.: 2782 DRAWING NO. Oats: 5/25 o I File No.: 166 99-024 SHEET w")'I OF I 00 r PALO I VERDE W) 1 8 336�6q.ft 9 1192sq.ft 1� S 3626sq. 1'/2 " 25 12 B 1'/2 " 32 •" 11 B Q II .his ft 1 8 I w - 1m.45sq.ft 19 S '� 13m2sqft. 1i/2 " �m 1,,21141 �8'Tsa.ft 2m B %wIkas*" " 12 4 I" I 4 �� --- 2 4 I I � 1'/211 29 �x mss" y r I �N « N N » �« Z ____ �N 4 .4 1 I/4N 1 IN t« N 1" 4L3 " } ■ N '. �11 �" �11 •411 III �' �r IN • Y y /4 11 /4 i �" � �" � O � � IN II N �11 �{ Y ■ - �a �42N i4„ i�" 16 � -�, 1� fl 692sa.ft • i� zll ,It'll _ 166,490 Ft 11/2 A _ 11• 18 II 8 16�Ssq.ft __ N �" �p ' x 14 1211sq.ft 11,211 28 II :" --- � lit 54" IN Is I IN 3.4N N�(IY i" 04 i" �« ' i" I 14N i" *40 � I IA LA w VICT R PAS w 1■ I`N ly" 14" l gN I �..�� j4lN ItS" / iVi" t414111I"» I pyx " A-I 1- r --- 4 �i� IV4' Ibyx Q- N�,411 �" 44 X411 " ' 340 \ 111 NN 14' D A ,� 1. Ji611 fie" iV4�� N 4i 2 $4 x a � �r � t �' �Y I • IVi «I' I'4" iY4 'I 46 IVs" 14 " 14" N r a _ f __ 14 L r 2 - 2 ' ■ i IN N IN �r III r3 O 0 1 . 44 t I ' 4 �.■ _ ,� 26 A 515sq.ft I om- �- + - 3 / ( 111 17 • /Vr 2'1 a 129ms ft SHEET KEY %" = N 4 23 A N 24 A 28 AI 1m5rJsq.ft 11,2 „ 3d q 14 SHEETS SHEETS SHEETS UI 961sq.ft 1'/2 30 113&sq.ft 1'/2 " 33 25 A L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 1 22 2 125asq.ft 11/2 " 33 18a3sa.r33 - 865sq.ft CREE < BLVD. 3 g `8- \L2 31 FONTAINE N - - - I _ = - m > C� Q I PLACE w SHEETS SHEETS IRRIGATION LEGEND L-6, L-9, L-17 L-8, L-19, L-26 L-34 - 8 & -E-3 J SYMBOL. MFG. MODEL NO. MESCRIP IION RAI). GPM PSI SYMBOL DESCRIPTION o. DAY CREEK BLVD. 11 RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD S' .10 30I I I ■ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 5' .20 30 Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. NOTE : W ♦ RAiNBTRD 1812-SAM-PRS-8 ►� GATE VALVES 11/2" AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. pip Q QUARTER SPRAY HEAD 8' .26 30 GATE VALVES 2" AND LARGER -WATTS SERIES 403-RT-RW - LOCATE iN A CARSON VALVE BOX. CONTRACTOR TO PULL (1) 'LABELED' COMMON WIRE AND (2) 'LABELED' 00 Q • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' 152 30 • RATNBTRD EFB-CP-PRS-B REMOTE CONTROL VALVE - SIZES INDICATED- LOCATE CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. w ® RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 19 RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 IN A CARSON VALVE BOX. ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE to � � SHEETS SHEETS SHEETS SHEETS ❑ RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 WATER METER -SEE PLANS FOR WATER METER SIZES. FOR LOCATION REFER TO CiViL PLAN. IN EACH DIRECTION. L-1 O, L-20, L-7, L-18, L-4, L-15, L-5 L-16, WATER PRESSURE VERIFIED ON 6-I5-00. CCWD (909)987-2591 RUSSELL SILVA IN ENGINEERING DEPT. b L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 Q BACKFLOW DEVICE FEBCO 825-YA SERIES, SEE PLANS FOR BACKFLOW SIZES. LOCATE IN A 0 RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 STRONGBOX SBBC-30-AL. ENCLOSURE. VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE Q ® RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 OR INSTALLATION. RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 O CALSENSE AUTOMATIC CONTROLLER LOCATION(ET1-XX-DR W/TP-1,TP-110 W/ANT-1 ) �E5l \,A 06 'r DESCRIPTION OF REVISION DATE CITY v RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 SEE PLANS FOR SIZES. (LOCATE IN A STRONGBOX SB-24-SS/120v 1� �,��� N�4, 'icy APPROVED: �s '�, h 4 ® RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 © MASTER VALVE-2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE. NOTE: 2782 � CITY OF RANCHO CUCAMONGA RAINBIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 12' 2.60 30 ® CALSENSE FM-1.25 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. FOR InR1GATION now RAINBIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 0 RAINBIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 ® PRESSURE REGULATOR 2" -WILKENS 500 SERIES OR EQUAL. NOTES SEE S (12-101 Q ® RAINBIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS �'4J' 0.31•° Qom'\ IRRIGATION PLA N B am RAINBIRD 1806-SQ-B PALM TREE BUBBLER 5' .50 30 .1 SHEET L-13 F �F CA1.��� 24 COVER UNDER PAVING. - SIZES INDICATED. -OR PER LOCAL CODE. TORO 304-12-25 ROTOR 21' 1.15 35 VICTORIA PARK LAN E PVC SCH MAINLINE " C AND SMALLER,CLASS 315 2"OR LARGER- 18"COVER TRACT 15875 O TORO 308-12-25 ROTOR 21' 2.29 35 IN PLANTING AREAS, 24" COVER UNDER PAVING- STZES INDICATED. O3 TORO XP300HP-Q-05 ROTOR 28' 1.01 35 SCALE NOTE: ® TORO XP300HP-H-OS ROTOR 28' 2.02 35 -- PVC SCH 40 WIRE SLEEVE- SIZE AND LOCATION PER CONTRACTOR-UNLESS OTHERWISE NOTED. APPROVED BY DATE: CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID ANY PAVING THAT EXCEEDS 4'WIDEv� _ _ _ -_ PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. -PROVIDE SLEEVES UNDER " ' NO 24953 ' . -UNLESS OTHERWISE NOTED. THIS PLAN IS SHOWN AT 1 =20 E CITY ENGINEER RCE 0 VER PRAY AND ENSURE FULL COVERAGE. DESIGN RED ' THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. INDICATES STATION NUMBER SS /�� I T E S C A P E • ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN SQ. FOOTAGE OF--1q.ft X X' INDICATES CONTROLLER DRAWN I� Landscape S+m 30 w+^Y�eea SHEE AREA SERVED ' Architecture s�,'� fM12 WILL REQUIRE RAINBIRD PCS SCREENS. �SALP--- INDICATES GPM HD/MM/CB � ec Planning e>n,aa .wnoml., uaa.Y VM L- INDICATES VALVE SIZE (su) "4-1370-e3�o FAX 476-1432476-143218s OF 46 0 20 CHECRKPED RLA No.: 2782 DRAWIN1�5G i0. Date: >�$ p t File No.: 99-024 SHEET -3b OF. a a / U / O a: slim a 100, / N Q 1000, 1 N ,N Y 1L2 NOTE : I 072 s9.�: ,,�N r 35 = CONTRACTOR TO PULL (1) 'LABELED' COMMON WIRE AND (2) 'LABELED' Z CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE IN EACH DIRECTION. L i� 1V9 sq.ft ,r N 33 B ' D,EL� I-AN�SC-�tPf 1�1(0�l F�-P-tG�T1d I�-� 1 DUB -Tb 1/ A LL- C*AW,-6. MoDIr-Y TM 1'I l�L I N1 tp r/ IW N EASE M�1 - �1Zl P Yc-:�/ W � V4 N N ' 1V4N ,11 ON �N ,11 g�E �LO SHEET KEY P CE pLA SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, I I L-22 & L-30 L-23 & L-31 L-27 & L-35 CRE BLVD. 3 0 w __ - m cn - - _� 1 / Q T ,- w Li . cn SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, IRRIGATION LEGEND L- 6 & L-34 L-28 & L- DAY CRE BLVD. SYMBOL MI-G. MODLL NO. DLSCRIP'11ON RAD. GPM PSI SYMBOL DESCRIPTION w a Q RAINBIRD 1806-SAM-PRS-S QUARTER SPRAY HEAD 5' .10 30 O ■ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 5' 20 30 RAINBIRD 33 DNP QUICK COUPLER @ 150 O.C. GATE VALVES 11/2" AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. RATNBTRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 , GATE VALVES 2" AND LARGER -WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. w • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 ® RAINBIRD 1812-SAM-PRS-lOF FULL SPRAY HEAD 10' 1.58 30 � RATNBTRD EFB-CP-PRS-B REMOTE CONTROL VALVE- SIZES INDICATED- LOCATE F � RAINBIRD 1812-SAM-PRS-12 IN A CARSON VALVE BOX. SHE SHEETS SHEETS SHEETS Q QUARTER SPRAY HEAD 12' .65 30 M WATER METER- SEE PLANS FOR WATER METER SIZES. FOR LOCATION REFER TO CML PLAN. L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, p RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 WATER PRESSURE VERIFIED ON 6-15-00. CCWD (909)987-2591 RUSSELL SILVA IN ENGINEERING DEPT. 6 RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 BACKFLOW DEVICE FEBCO 825-YA SERIES, SEE PLANS FOR BACKFLOW SIZES. LOCATE IN A QF-RVISE V kuL ? WAA"D ��SCAPI I�( C�$ �.o v O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 STRONGBOX SBBC-30-AL. ENCLOSURE. VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE 5 ��E'E Igi._►_4.29.3L by REQ ® RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 AN D S Cep OR INSTALLATION. EO F CITY ��a '�0 �, Pp��•1 ��c DESCRIPTION OF REVISION DATE APPROVED: 'i RATNBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 8 .26 30 O CALSENSE AUTOMATIC CONTROLLER LOCATION(ETI-XX-DR W/TP-1,TP-110 W/ANT-1 ) NOTE: � �� yi ® AI RA NBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 NBI1804-SAM-PRS-8H HALF SPRAY HEAD 81 .52 30 SEE PLANS FOR SIZES. (LOCATE IN A STRONGBOX SB-24-SS/120v) FOR IRRIGATION 282 CITY OF RANCHO C U C A M 0 N G A © MASTER VALVE-2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE. �r RAINBIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 NOTES SEE 0 RAINBIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 O CALSENSE FM-1.25 FLOW METER- INSTALL PER CALSENSE SPECIFICATIONS. 1 r` ® RAINBIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 ® PRESSURE REGULATOR 2" - WILKENS 500 SERIES OR EQUAL. SHEET L-13 �� �Q" O� IRRIGATION PLA N ® RATNBTRD 1806-5Q-B PALM TREE BUBBLER 5' .50 30 F OF CA���` O TORO 30412-25 ROTOR 21' 1.15 35 PVC SCH 40 LATERAL LINE- 12"COVER IN PLANTING AREAS, HIGHLAND AVENUE 24"COVER UNDER PAVING. - SIZES INDICATED.-OR PER LOCAL CODE. O TORO 308-12-25 ROTOR 21' 2.29 35 O TORO XP300HP-Q-05 ROTOR 28' 1.01 35 PVC SCH 40 MAINLINE 11/2"AND SMALLER, CLASS 315 2" OR LARGER- 18" COVER SCALE NOTE: TRACT 15875 ® TORO XP300HP-H-05 ROTOR 28' 2.02 35 IN PLANTING AREAS, 24" COVER UNDER PAVING- SIZES INDICATED. APPROVED BY - DATE: * CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID -- -— PVC SCH 40 WIRE SLEEVE-SIZE AND LOCATION PF,R CONTRACTOR -UNLESS OTHERWISE NOTED. THIS PLAN I S SHOWN AT 1 of CITY ENGINEER RCE N 24953 OVERSPRAY AND ENSURE FULL COVERAGE. _ _ _ = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. -PROVIDE SLEEVES UNDER DESIGN R } DED * THE 8' SPRAY HF,ADS MAYBE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED TN THE FTELD. ANY PAVING THAT EXCEEDS 4'WIDE. -UNLESS OTHERWISE NOTED. SS 1 T 1! 1 C A P r (/ * ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERNINDICATES STATION NUMBER DRAWN - Landscape +sm r« Arthur buNrera �' Architecture Irvine.1300 rn1z SHEET WILL REQUIRE RAINBIRD PCS SCREENS. SQ. OF ft X X` INDICATES CONTROLLER Q meq. HD/MM/CB & Planning Mclwd ►Nherim. u.«.. /nez L—' 9 46 AREA SERVED qlo�- INDICATES GPM CHECKED (9") &"-11370 FAX 1711-ICU DRAWING QF- INDICATES VALVE SIZE RLA No.: 2782 O. 0 20 40 RP Date-S/25/p/ File No.: j 99-024 SHEET OF - � C t� BASELINE R AD b G G - 2,552 eq.ft 11/2 ZS 1,653 sq.f 2 " 38 =" O - i�4" ib" 111411 700 mv " ` i" Y In i�41 " IN 34 " - 1 W i`4 4 /41 1-4 — �:i U t NOTE : i 1 CONTRACTOR TO PULL (1) 'LABELED' COMMON WIRE AND (2) 'LABELED' 1 G CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. 1 1045 Gq.f 1 211 37 ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE w BASELINE ROA\D IN EACH DIRECTION. 1 O �■ il.." 1111 11.4" (� - 497- --._ — -- n , "l -- _.__--- ---- - '14 -- •—- V- _ - ■ 1 �/ /4 ❑ 4 11 .tip - ., '1 4. a) 1 11 X411 11.411 lt MEN I W 1 W � 1 � 1 � x 1 � U 1 U � 1 1 O — 1 a SHEET KEY 1 SHEETS SHEETSSHEETS L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 IRRIGATION LEGEND CRE SYMBOL MFG. MOi)E:L NO. DI�,SC'RIPRAI).ION RA . GPM PSI SYMI30L DESCR1P770N BLVD. 3 O 0 RATNBTRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 ■ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 5' .20 30 Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. m J W GATE VALVES 11/2"AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. -- 7- -.4 w ♦ RAINBIRD 1812-SAM-PRS-8 w Q QUARTER SPRAY HEAD 8' 26 30 GATE VALVES 2" AND LARGER -WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. m (nSHEETS SHEETS ■ RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 • RAINBTRD EFB-CP-PRS-B REMOTE CONTROL VALVE- SIZES INDICATED-LOCATE ® RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 IN A CARSON VALVE BOX. L-6 L-9, L-17 L-8, L-19, M 19 ,RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 ❑ RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 Q WATER METER- SEE PLANS FOR WATER METER SIZES. FOR LOCATION REFER TO CL PLAN. L— WATER PRESSURE VERIFIED ON 6-15-00. CCWD (909)987-2591 RUSSELL SILVA IN ENGINEERING DEPT. DAY CRE BLVD. _J RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 0BACKFLOW DEVICE FEBCO 825-YA SERIES, SEE PLANS FOR BACKFLOW SIZES. LOCATE IN A O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 r/Zio 7/ 5427 STRONGBOX SBBC-30-AL. ENCLOSURE. VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE > • ® RAINBIRD 18 1 2-SAM-PRS-I 5F FULL SPRAY HEAD 15' 3.70 30 O OR INSTALLATION. m -- -J — iF RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 O CALSENSE AUTOMATIC CONTROLLER LOCATION(ETI-XX-DR W/TP-1,TP-110 W/ANT-l ) W l T RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 SEE PLANS FOR SIZES. (LOCATE INA STRONGBOX SB-24-SS/120v) � RAINBIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 ® RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 MASTER VALVE-2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE. SHEETS SHEETS SHEETS SHEETS L-4,L-18 L-7 L-20, , , 0 RAINBIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 O CALSENSE FM-1.25 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. L-10, L-15, L-5 L-16, ® RATNBTRD 1804-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 OB RAINBIRD 1806-5Q-B PALM TREE BUBBLER 5' .50 30 ® PRESSURE REGULATOR 2" -WILKENS 500 SERIES OR EQUAL. 1 PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS,0 TORO 304-12-25 ROTOR 21' 1.15 35 � C,i O TORO 308-12-25 ROTOR 21' 2.29 35 24" COVER UNDER PAVING. - SiZES INDICATED. -OR PER LOCAL CODE. SEC c ppb pF' DESCRIPTION OF REVISIONDATE CITY Q �,�� y4 'PC'y APPROVED:3 TORO XP300HP-Q-05 ROTOR 28' 1.01 35 PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2" OR LARGER- 18"COVER 5 �� 2782 ® TORO XP300HP-H-05 ROTOR 28' 2.02 35 IN PLANTING AREAS, 24" COVER UNDER PAVING- SIZES INDICATED. NOTE: ! CITY OF RANCHO CUCAMONGA • CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID —— —— PVC SCH 40 WIRE SLEEVE- SIZE AND LOCATION PER CONTRACTOR -UNLESS OTHERWISE NOTED. FOR IRRIGATION OVERSPRAY AND ENSURE FULL COVERAGE. PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. - PROVIDE SLEEVES UNDER 0�u • THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. ANY PAVING THAT EXCEEDS 4'WIDE. - UNLESS OTHERWISE NOTED. NOTES SEE IRRIGATION P• ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN SHEET L-13 F , Ep WILL REQUIRE RAINBIRD PCS SCREENS. INDICATES STATION NUMBER OF CA1-� SQ. FOOTAGE OF q.ft X X' INDICATES CONTROLLER AREA SERVED BASELINE MEDIAN &AL INDICATES GPM INDICATES VALVE SIZE SCALE NOTE: TRACT 15875 THIS PLAN IS SHOWN AT 1"=20' APPROVED BYDATE: - v CITY ENGINEER RCE NO 24953 DESIGN RECO DED SS �F� - 1 T E cwpr DRAWN Landscape 19701 we Arftr BmWe d Afi1i 130 SHEET Architecture Irvlm, G 91611 HD/MM/CB a Planning Mctwd Falmmme, u..1.. / 9702 L-20 OF 46 (647) 044-2370 FAX 476-1432 CHECKED RLA No.: 2782 DRN�6 NO. 0 20' 40' RP •t_ Date: 5/2S/c,/ File No.: 99-024 SHEET L+ OF 24' STRONG �2 MODEL NO PRESSURE REGUIJITOR FiARDSCAPING(SEE NOTE 4) ON INLET LEG OF BACKFLOW BACKFLOW PREVENTER ASSEMBLY 4- z: STRONG BOX BACKFLOW ENCLOSURE NIPPLE - TYPICAL Z FLAK MODEL N0. SBBC-30=AL. (4) P�� ROUND PLASTIC VALVE BOXNDTE COVER ETCHED 'IRRIGATION GATE' WHITE ENCLOSURE TO BE GROUNDED PERLOCAL CODE. GROUND ROD TO BE z (CARSON OR EQUAL) _ I III I IINSTALLED INSIDE ENCLOSURE ON BLUE • CONTROLLER SIDE < FINISH GRADE CONNECTOR OR EQUAL NIPPLE -III I I-I I EPDXv FILLED WATERPROOF 6' THICK X 12' WIDE CONCRETE PAD LENGTH ;ARIES i II I I) 1 CLEAN BACKFILL - SEE PIG TAIL EXPANSION FINISH BRASS WYE STRAINER PER SIZE MANU ACT SPECS. FOR MATERIAL MMATION CONTROLLER LOOP (MIN 24" LONGI GRADE II I I I WITH 60 MESH o I SLOPE TO DRAIN AT MINIMUM BALL VALVE - 1 1/2" OR SMALLER WITH I=I I I 9OX COMPACTION REQUIRED -- II I I MONEL SCREEN 2X STAINLESS STEEL HANDLE f 3'-s' X 3'-B' X 6' CONCRETE a WATERPROOF ALL MIN. II I I -III - PLASTIC VALVE BOX (CARSON OR FOOTING INSTALL A MINIMUM OF FINISH GRADE RESILIENT WEDGE - 2" OR LARGER WITH 2 3' ABOVE GRADE AND SLOPE UNION TE VALVE 2" OPERATING NUT PROVIDE 6" MIN. OF SAND EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS •c i • I TOP TO DRAIN AT MINIMUM OF 2X. PVC SLEEVE EPDXY COATED I BEDDING AND SHADDING LOCKING LID. PLACE AT GRADE IN K)N� 'c ! ! ! REQUIRED FOR Z -III TURF AREAS AND 3" ABOVE IN t,:► •'.►.. 'may-, '7.:! Y:, Y?.! ).' VALVE PLANT BED .4 :,i: PIPE THROUGH "► r'j CONCRETE PAD 7., I-) COMMON WIRE/CONTROL MARES a PIG TAIL EXPANSION as 'III I i I I I I 1 I I 3' SCHAD PVC CONDurT. � _ NIPPLE - TYPICAL _ III . I I-) I LOOP IMIN 24" LONGI � WHITS _ FROM WATER SOUItC - (2) PLACES - - • ICOMI III' . . . II 90' SWEEP ELL F�-i - SCH 40 PVC MALE 3� I-III . • _ 120 VOLT WIRE IN RIGID STEEL 6' 3' - CONTROL WIRE SLEEVE - UE TO POW PER LOCAL CODE) � 9OX COMPACTION ADAPTOR _ _ SIZE PER PLAN INSTALL WI 14 � TO POWER SIDE OF CABINET '� - ADJACENT TO PRESSURE ') _ REQUIRED m_ -III-I III_ WIRES ��. t.; SUPPLY LINE ANT 1 ANTENNA PORT EPDXY : I-I I -I I Rte MASTER CONTROL HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF TO METER V^� y I PRESSURE SUPPLY UNE VALVE PHOTO ELECTRIC SWITCH FOR SECURTIY BOX. INSTALLATION/LOCATION �. -_- - -- I. - I I-I BLACK LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. ..T.: LINE TO SYSTEMS I- I--I .o•p; o.A'p I I -III-III-I -I I - SLELI�E - SIZE TWICE Paws ® - i -I I I-I I I I I-1 I I-III I-III DIAMETER OF PRESSURE F�°w CONCRETE THRUST BLOCK ELBOW 1 I I I- I I-I I I- I (-I SUPPLY LINE FLOW METER p!„ I 6' TVP. DIAMETER OW ELECTRIC METER PER SCE PER CCWD STANDARDS TYPICAL (4) PLACES o II-I •oqp Ao,o III-I -�••(I SIZE AS METER SIZE W liiGiD PIPE AND RELATED FITTINGS SHALL BE PER -''II I�I:d:•°�" °'� dQ I I-I NON-PRESSURE LATERAL CALSENSE CONTROLLER MODEL NO. -II •o I I I=I DIAMETER SAME SIZE PER PLANS. CUCAMONGA COUNTY WATER DISTRICT STANDARDS. AS FLOW METER SIZE REFER TO CONTROLLER I CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO 1=III=I I -_! I- i = I-III- UNE SLEEVE - S(ZE TWICE INSTAUATION �• JI CONSTRUCTION. -III-III-III=1 11=III=III-I DIAMETER OF NON-PRESSURE NOTES: LATERAL UNE NOTES: 1. ALL SLEEVES TO BE SCH 40 PNC. SECURITY LIGHTTIMER 1. INSTALL PER LOCAL CODES. 4- WASHED CRUSHED REQUIRED PER 3/ 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. MINIMUM DISTANCE DOWNSTREAM OF PLANS. FlNISH 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY AGGREGATE BASE UNINTERRUPTED PIPE ISX DIAMETER 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. OF FLOW METER SIZE) GRADE I I I I B, GROUND Roo STRUCTURES OR HARDSCAPING. NOTES: 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 2' SCH 40 CONDUIT 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STD. NO. 120 (24' MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW MINIMUM DISTANCE UPSTREAM OF FOR SECURITY LIGHT MIN. I I I I I) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. STRUCTURAL SECTION). UNINTERRUPTED PIPE (10X DIAMETER WIRING. I 120 VOLT WIRE IN RIGID 4. ORIENT UNIT PARALLEL TO STREET. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. OF FLOW METER SIZE) STEEL CONDUIT (PER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. ! H ;.� ; ' LOCAL CODE) 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DISIMILAR METALS. VALVE NUMBER. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENI'ER WHEN MAINLINE IS 3" OR LARGER. 1 CONTROLLER-STD.522 2 BACKFLOW PREVENTOR-STD.517 3) GATE VALVE -STD.518 4) TYP. SLEEVING-STD.533 5 FLOW METER-STD.516 TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS SCH 40 PVC MALE ADAPTOR _ SCH 60 PVC UNION PLASTIC VALVE BOX & COVER: STRUCTURE OR SNAP-OR WATERPROOF EQQQ "SNAP-TRE' WATERPROOF ETCHED 'QC' (CARSON OR EQUAL) HiROSCAPING STAND ALONE CONTROLLER WITH ANTENNA BRASS OR PVC NIPPLE CONNECTORS OR EQUAL ELECTRIC CONTROL VALVE FINISH GRADE WIRE SERVICE LOOP (LOOP ANT 1 ANTENNA PORT a 6" MIN. ENOUGH WIRE TO EXTEND WIRE EPDXY FILLED LOCATED _ 3 PLASTIC VALVE BOX X. 1� 6: BUNDLE 6' ABOVE GRADE) IDEI9ALLATIJNILOCATION COAXIAL CABLE MARKED 'IRRIGATION RCV' AT GRADE IN LAWN AREAS PER CITY CALSENSE _ Z CARSON OR EQUAL) a I- III I I-III-III- ETCHED WITH CONTROLLER ► SPLICE BOX COKER WRH REPRESENTATIVE i:i -. II - AND VALVE SEQUENCE - LOCKING TOP ETCHED S.B.' MODELCALSESE CONTROLLER, f MODEL NO. PER PLANS li_; J • MIN FINISH GRADE I III-III- �° --- 1�1 �. Z n t INSTALL CALSENSE �_- IN ALL CONDqLFTE II- TP 110 W DEEP WP J BOX W■ I-i III I 111- T 1= AT GRADE IN LAWN AREAS o i ` - CALSENSE FUIRNESS 33 DNP QUICK I I I II 3 IN PLANTER BEDS N = - CLEAN BACKFILL - SEE COUPLING VALVE - 120 VOLT DUPLEX _ - SIDEWALK WITH PURPLE OUTLET (GFI) -III - - t SPECS. FOR MATERIAL. RUBBER CAP I- III a I=I I I 90X COMPACTION REQUIRED i MOISTURE - RESET _) I I I I- � """" WHERE R � STAINLESS STEEL = N •� REQUIRED MINIMUM SCREW (3) PLACES = I CALSENSE TP-1 - NON-PRESSURE LATERAL LINE: z TRANSIENT PROTECTION - SCH. 40 SNAKE PIPE IN 3' PIG TAIL EXPANSION g I 1- 12' X 18" GREEN PLASTIC METER o I ;III I I I TRENCH LOOP MIN. 24' LONG 3/4 WASHED BOARD`. ( ) BOX. CARSON OR EQUAL m CRUSHED .. ►. • I ANGLE BRASS Z AGGREGATE BASE i.�:�► m X►��:;i Vic.c�. 3{ FLOW ( PRESSURE SUPPLY UNE: 1 VALVE W/UNION ► .*. . ..:. • • SCH. 4O/CL. 315 SNAKE o 3 • _ _ • n I I MIII- PIPE IN TRENCH o o, 3/4' WASHED SCH 40 BRASS NIPPLE 1 -III I i-I I Sao; z o.a0.: CRUSHED AGGREGATE ft _ ENCLOSURE MOUNT SCH 40 BRASS NIPPLE - �I I F=1II-- NOTES -III-I CONTROL WIRES - BUNDLE �o:ro:p • Zd °:p �4e 24" LONG I 1 I 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL AND AT 15' b'• CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR -III N I-I I NSTALLPADJACENT OTO ANDo- o- ' SCH BO PVC NIPPLE PRIOR TO CONSTRUCTION. -) I _11E I I L I I I I III-� I -III I I PRESSURE SUPPLY UNE CONTROL COMMON WIRES 2 CONTROL SQENCEROFSRQMOTCETO CONTROLRESPOND VALVES. TO THE PLANS DESIGN _ _ 3. RUN ONE EXTRA WIRE COLOR: ORANGE TO FARTHEST RCV ON EACH -_ III III-III-III41 BRANCH OF THE MAINE FOR FUTURE USE. PIGTAIL EACH ORANGE •I PROVIDE B' MIN. OF SAND I I-) 6' TYP• -___--_-__ _-- __. - - - - SCH 40 BRASS 9(t ELL WIRE AT THE ENCLOSURE. BEDDING AND SHADDING /24VOLT WIRES. TAPED AND 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. SCHPVC 906 BUNDLED .BUNDLED AT 15 FT. INTERVALS 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 90 CONTROL VALVES. STREET ELL SCH 40 BRASS 90' 2 CUFTPEA GRAVEL 6. 1 NNA PORT TO BE CONNECTED TO 41GITAL TRUNK RADIO BRASS NIPPLE STREET ELL DTR2 %D BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SCH 40 PVC SXSXT TEE PRESSURE SUPPLY IOR TO ACCEPTANCE. UNE FITTING 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. NOTE: PRESSURE SUPPLY UNE 4 REBAR STAKE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. NOTES: PRESSURE SUPPLY UNE 24" LONG) 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 18' MIN. DEPTH 1• INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 3" AND LARGER 24' MIN. DEPTH 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, NOTE: 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. VALVE NUMBER. 6 TYP. TRENCHING-STD.532 7 CONTROL VALVE-STD.520 8 QUICK COUPLER-STD.536 9 24v SPLICE BOX-STD.540 10 CONTROLLER ASSEMBLY-STD.524 TAPPER MULCH AWAY FROM HEAD TAPPER MULCH AWAY OP-UP ROTOR BODY SET TO POP-UP TURF HEAD BODY SET TO FROM HEAD I-P 4' THICK MULCH 1I-P ABOVE FINISH GRADE 1/4' ABOVE FINISH GRADE HI-POP SHRUB HEAD BODY SET TO LAYER. FINISH GRADE 4" THICK MULCH 1/4' ABOVE FINISH GRADE NISH GRADE LAYER. FINISH GRADE DRAIN CAP 1049 GRADE _ III III II III I III III _ _ _ -1 - I I I S PVC QotPLER =1 I I-I i t-I I I I-III-' 'I III I l i-� ' I ISI I I=111 11=1 711 -111 U 6 -�,B»LER fV N N " - II III .7 � SCH 60 PVC NIPPLE •' Q SCH 80 PVC NIPPLE (MINIMUM 2' LONG) (I SSEWER EC SEWER :� (MINIMUM 4" LONG) O O O , i■ ADV. `111140SCApf• DESCRIPTION OF REVISION DATE CITY SCH 80 PVC NIPPLE SCH 40 PVC SCH 60 NIPPLE - 6' LONG SCH 40 PVC :► ��� ��C P 0(N,� 4�C APPROVED: TYPICAL (2) PLACES TXT 9D" ELL TXT 90' ELL ' �h �' 2782 CITY 0 F RANCHO C U C A M N G A MARIEX 90' STREET ELL MARLEX 9O' STREET ELL ODD M WASHED GRAVEL •. 0 PVC80H. 4S0 .' Z' SPRINKLER LATERAL ANTI-DRAIN VALVE AS REQUIRED O 0 0 3 s SCHIRRIGATION DETAILS 40 PVCk � 20 �Q MARL EX 9(r STREET ELL MARLIX 90" ELL MARLEX 90' STREET ELL 90' STREET ELL ~L:'• �'4 ' 10.31•oQ�� F 0 R NON-PRESSURE AVON-PRESSURE NON-PRESSURE MARLEX 90' STREET ELL OF CAI-\` LATERAL FITTING LATERAL FITTING LATERAL FITTING NON-PRESSURE LATERAL UNE NON-PRESSURE LATERAL UNE NON-PRESSURE LATERAL UNE �,CAL (�P"L�� DAYCREEK BOULEVARD ANTI-DRAIN VALVE AS REQUIRED TRACT 15875 60 E. LOCATE HEAD 2' TO 6" FROM WALKS, CURBS, HARDSCAPtNIG, MOW STRIPS,NOTNOTE.. LOCATE HEAD 2' TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, NOTES: APPROVED BY DATE: NOTE: AND EDGES of LAWN. AND EDGES OF LAWN. 1. DEPTH OF SUMP SHALL BE PER SOIL CITY ENGINEER RCE No 24953 1. LOCATE HEAD 2" TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS. 2. USE TEFLON TAPE ON ALL MALE THREADS. 2. USE TEFLON TAPE ON ALL MALE THREADS. CONDITION OR 3' MIN. DESIGN3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE RE DED 2. USE TEFLON TAPE ON ALL MALE THREADS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE MID PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. COMPENSATING FEATURE AS PER THE IRRIGATION PUN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. SS I I T t S C A P C 4. HEAD CONNECTION AT BOTTOM INLET ONLY. {; DRAWN Landscape 19762 M« Ar6wr em,L.e.e ' Architecture " 130 $HEE I w.fe., CA 92e12 HD/MM/CB do Planning 616hera Pelhame , Lkm m / 2762 L-21 21 OFAV (949) 644-9570 FAX 476-1432 11 HI-POP-UP ROTOR 12 POP-UP TURF SPRAY-STD.537 13 HI-POP SHRUB SPRAY-STD.539 14 TREE BUBBLER SUMP-STD.545 CHECKED Ru► No.: 2782 DRAWING No. RP Date: 5/25/01 File No.: 99-024 SHEET __ 1 OF PLANTING NOTES 1. Contractor shall notify the City and Landscape Architect of site conditions which prevent installation per plans and speclficatlons. Contractor shall be responsible or removing and re-installing im'gatlon equipment, and replanting areas which are I not installed per plan and specification. 2. Contractor shall follow the details and specifications for soil preparation, plant pit requirements, staking ' I , and backfill requirements. I i N 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 underground facilities. 4. No planting shall be done until all operations in conjunction with the installation of the sprinkler system 6 have been completed, final grades have been established, the planting areas have been properly graded _ A 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 DAY CREEK BLVD. excavation. o 11 12 13 14 - Q 6. Contractor is responsible for all repairs and/or replacement of any damaged landscape areas beyond the --- - - 04 limit of work, that is a direct result of the landscape construction and/or his subcontractor. s t A Replacement items shall be exact duplicate of original work or plants, unless otherwise approved by the -.µ \ - --- - City. I w 7. Quantities shown on the legend are for estimate purposes only: Final quantities for plant materials w� installed shall be governed by the indicated plant spacing required. MULTI ..............__...__. _. P1-1.3.5.1 _ 8. ' Whenever shrub/ oundcover areas are adjacent to turf areas or public landscape areas are ad'acent to . .. ..... .... .... .... ... ... _ ........ ._ _ _ _ _9999._ .. .._._....._....... Q�• _ �` •• -' _._... ,9999..: .. 9999. 9_9_99. _._ _. ..._...___... .. 9999 . ............._. ...._.__............ _..._..........__........ ._......... .........__.....__ 4 /8 111HN/THWN-CUA-)(:ND. � b' �. P J .._ private landscape areas, a concrete header is required, pursuant to City standards and details hereon. - _ _9999 _,9999 . .. ._......_.....__ - - - 9. Clean-up shall take place on a daily basis unless otherwise approved by the city. + _ - U 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 the required soil - ments 6" int amen � �••/ d o the soil at the required rates per 1,000 sq. ft. u + / Pt-1,35 O 1.3 5 7 ','� GN .�T'` 4 cy. nitrogen stabilized sawdust ti04 `� 8 5.7 6 1.3 (, 2" R 120 lbs gypsum w 5 5 4 125 1 bs gro-power plus O- C 3 2 1 , 04 1 \ � I 1 �.. , i 11. Landscape areas shall receive 4" of wood chip mulch under all trees and shrubs, and blend into edges w 12 13 PRO T IT at groundcover areas, pursuant to City standards and details hereon. Grading operations shall A C zaccommodate the mulch. Contractor shall submit a sample for the City's approval prior to purchase d a and placement. Shredded mulch is available from: MULTI x Intravaia Rock & Sand, Inc. 1 1 I I m I Upland, California 91785 MATCHLINE SEE SHEET L-26 909 982-6713 PLANT LIST SIZING LEGEND Symbols Botanical Name Common Name Size / Spacing Qty Symbols Botanical Name Common Name Size / Spacing Qty_- G I GALLON 24" BOX r_1 FLAT QTY. 5 GALLON �- 36" BOX A o Pyrus call eryana 'Ari stocrat' Aristocrat Pear 15 gal. / 25' o.c. 51 . _ F , , Liquidambar styraciflua 'Festival American Sweet Gum 15 gal. / 25, o.c. 0 15 GALLON INDICATES PALM ••f' B.T.H. AS NOTED INDICATES QUANTITY DENOTES TREES THAT ARE TO BE INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. B Lagerstroemia indica 'Tuskegee' Crape Myrtle 'Multi' 24" Box / 20' o.c. 11 G Brachychiton populneus Bottle Tree 15 gal. / 25' o.c. 0 RUTH �HAA�VE FINAL APPROVAL ngtonia robusta Mexican Fan Palm 15' B.T.H. / As Shown 34 C Washi H Koelreuteria paniculata Golden Rain Tree 15 gal. /35' o.c. 0 SHEET KEY •• ,:• SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 D 0 Magnolia grandiflora Southern Magnolia 15 gal. 30' o.c. 0 I Lagerstroemia indica 'Muskogee' Crape Myrtle 24" Box /20' o.c. 0 . / 'Samuel Sommer' CRE BLVD. 3 _ X UJ J � F, E Pinus canariensis Canary Island Pine 24" Box / 25' o.c. 0 UJI T 00 w Q 7 _ -� w SCALE NOTE: I �i 71 r, W _ SHEETS SHEETS THIS PLAN IS SHOWN AT 1"=30' L-6, L-9, L-17 _ L-8, L-19, — 6 �-E-IL-7-34 — 8 c�-3 FL, 3 DAY CRE BLVD. W �1 GRADING NOTE • m Q A — ��- W GROUND COVER SLOPES BEHIND R.O.W. V)SHALL NOT EXCEED 4:1. L SHEETS SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, DAY CREEK BLVD. L-29 & L-37 — 7 — 14� fa 4 — L 2 & L 35 L-24 & L-32 L-25 & L-33 1 - -- — MN � 2M U C pELE � O CITYELECTRICAL INFORMATION SHOWN FOR oAf DESCRIPTION OF REVISION DATE� APPROVEREFERENCED: EXACT INFORMATION, E SHEETS 782 w w ES-1THRU ES-6 CITY OF RANCHO CUCAMONGA __ 9999 _ _ - _ ..__ . _ _ ----_..___ ... __ . - _ - _ _ _ _ _ _... . ..................... ....... .............. _99.99 ._. _. __.... w .................... PLANTING PLAN __......... _. _._._ �+ qT �.o �_ _ _ _ _ _ _ _ _ (TREES)v� F �o ,,NW,_CU- �-0 _ _ w DAYCREEK BOULEVARD JND� S�ARE TRACT 15875 _ _ _ - - - _ w �— — — 5.7 ,',3 l 13 5. ROJECT L Z APPROVED BY ' - • . DATE: 5.7 � CITY ENGINEER J�dru_t_v G RCE N 24953 SI 0 39 DESIGN� PROM I 1 LINE4 38 37 36 35 34 31 � RECOMM DED _ 33 32 ¢ _ x z Ss i T E JC A P r 3 GLS Landscape ,.ra n..�• �•*sb Ca -- �� ImIne. p� w ["'� DRAWN Architecture s'"'` 10 SHEET I MULTI A F. HD MM CB & Planning 9x+,a•d FVhcmn.• L-22 46 _n B ►� _ (949) 944-9370 FAX 479-1432 OF— CHECKED DRAWING NO. 1 RLA No.: 2782 0 30 601RP Date: 5/25/01 File No.: 99-024 SHEET Z OF F1-3--j2 A _ DAY REEK VD. O DAY CREEK BLVD. _ - - ---1— o > o 0 0 0 - - - 27 28 3 - - =-777, .: _: c' : r- N r 15 N C w _ 4DHN/T HWN-CU-1.25' -__ WGN ( NRE RUN)..... _._ ................ _.... . ............................--- .... w ... --7 _ y VER100 S ' i v 4 ..... .µ... :w.e ......... 7 _- V J , AT ITE4 �8 THHN/THWN-CU-1.25" i/8 GND. i 1,3 / _ 4 8 THH WN-CU-2 w PROJEC LIM LINE 5 7 1 (f) 2"DSP* 7 5 7 1 3 5.7 3/2 3 HN/THWN- J — - — - - 47 46 45 44 43 42 CU 84 83 82 11i . 1 1 . 1 1 1 . 1 i. 1 1 I �6 1 8 81 80 79 i ELECTRICAL SERVICE ROJE� .'IMIT E PEDESTAL do P1 U 15 1 1 MUL 14 13 - MUL A IB B A C PLANT LIST Symbols Botanical Name Common Name Size / Spacing Symbols Botanical Name Common Name Size / Spacing Qty A ° Pyrus calleryana 'Aristocrat' Aristocrat Pear 15 gal. / 25' o.c. 61 ' F ' . •:; Liquidambar styraciflua 'Festival' American Sweet Gum 15 gal. / 25' o.c. 0 .f• SIZING LEGEND B Lagerstroemia indica 'Tuskegee' Crape Myrtle Multi' 24" Box / 20' o.c. 7 G Brachychiton populneus Bottle Tree 15 gal. / 25o.c. 0 1 GALLON 24" BOX FLAT QTY. e 5 GALLON 36" BOX H Koelreuteria paniculata Golden Rain Tree 15 gal. / 35' o.c. 0 15 GALLON 0 INDICATES PALM C Washingtonia robusta Mexican Fan Palm 15' B.T.H. /As Shown 41 B.T.H. AS NOTED GINDICATES QUANTITY ' ENOTES TREES THAT ARE TO BE E INDICATES SPECIES YAGGED BY LANDSCAPE ARCHITECT. I Lagerstroemia indica 'Muskogee' Crape Myrtle 24" Box / 20' o.c. 0 AUTYFioR►THAVE FINAL APPROVAL D Magnolia grandiflora Southern Magnolia 15 gal. / 30' o.c. 0 'Samuel Sommer' SHEET KEY ' E Pinus canariensis Canary Island Pine 24" Box / 25' o.c. 0 SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, N L-22 & L-30 L-23 & L-31 L-27 & L-35 _ [- CREE < BLVD. 3 o - W J m Li 6 Q - A W V) w SHEETS SHEETS L-6, L-9, L-17 L-8, L-191 - L- 6 LL-34 w DAY CRE BLVD. 3 - _. _ - - ---- - 1 - _}.J v DAY CREEK BLVD. `�, U �_ - 11 - w w A v SCALE NOTE. (n W - 1H "-30' SHEETS SHEETS SHEETS SHEETS THIS PLAN ISS SHOWN AT 1 - L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, C ry w 1 Pt-1,3,5,7L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33-+9 A P1-1,3,5,7 4 /8 THHN/ [Iy l� 4 /BGNTHHN/TH -CU-1.25' THWN-CU-1.25' Q #8 1/8 GND. x P1- '3'5'7 5'7 - C CITY I E S E SH ET L-27 ��a�*�c w�ro<y�f�,��, DESCRIPTION OF REVISION DATE AP ROVED: �-1 — — 782 Q (�) G"D. SPARE . htY _ In CITY OF RANCHO CUCAMONGA 3 57 Eo, ,x GRADING NOTE _ _ } 1 GROUND COVE SLOPES LOPES BEHIND R.O. s �� PLANTING PLAN - � 72 76 75 74 73 SEE N 72C SHALL NOT EXCEED 4: 1. 9�F pQ�—76— i 1 1 . �. 1 1 1 1 SEE ' L RGRDUND STUBS L ATDRDETAIL' - - � - (TREES) (SHEET E -2) DAYCREEK BOULEVARD MU TI 1 P J CT LIMIT LIN 1 MUL 11 B B C ELECTRICAL NOTE TRACT 15875 v A APPROVED BY _ DATE: U� ELECTRICAL INFORMATION SHOWN FOR MULTI 3 CITY ENGINEER RCE NO 24953 B REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION, SEE SHEETS DESIGN RECOMME ED ES-1 THRU ES-6 SS I T r S c w P r DRAWN - Landscape 12762 M- Mflmr boulevora Architecture s""' 10 SHEET IrrMw, G 9"12 HD/MM/CB & Plaian:sno fthard 7: �.0' LI, f 2M L 2 3 OF-46 SEE SHEET L-22 FOR PLANTING NOTES. o �, CHERCPKED RLA No.: 2782 DRAWING NO. Date: 5/25/01 File No.: 99-024 SHEET OF V 1 ' 18 A I - M N 37 38 39 4 a 4 4 o --- - - - j �•2: t 2 t t <`- �t t « �:, O 3 D I F18 AY CREEK BLVD. ....... _......... ... _. _.. . 4 -1 TH N/THWN-CU-1.25• 1)MN `24 D. W W Y - 1,3 W o E -0.8:6 o _ —P1-1,3,5,7 1-r 4 HN - - - - 1 N Y .. I. 5.7 I (i) 2" PARE — L1.25• C.O. 1.3 5'7 1.3 / 5,7 U SEE NDE RDU D TU BS E i 1 LOCA Es T;ILS 2 3 4 5 6 7 8 9 – - - - - 1 12 13 10 18 MULTI IP ECT LIMIT LI H I EE SHEE L-27 BI rA I 1 MULTI 5 4 A ., WW iii oA iii I I _ I I PLANT LIST Symbols Botanical Name Common Name Size / Spacing Qty Symbols Botanical Name Common Name Size / SpacingtQ�. A o Pyrus calleryana 'Aristocrat' Aristocrat Pear 15 gal. / 25' o.c. 58 F Liquidambar styraciflua 'Festival American Sweet Gum 15 gal. / 25, o.c. 0 .f: B Lagerstroemia indica Tuskegee Crape Myrtle Multi 24 Box / 20 o.c. 7 Brach chiton o ulneus Bottle Tree G y p p I Sg al. / 25 o.c. 0 SIZING LEGEND 1 GALLON 4 BOX FLAT QTY. TY. C Washingtonia robusta Mexican Fan Palm 15' B.T.H. / As Shown 41 agH Koelreutena paniculata Golden Rain Tree 15 gal. / 35' o.c. 0 2 `= e 5 GALLON 36" BOX IIII 15 GALLON INDICATES PALM D Magnolia grandiflora Southern Ma olia 15 al. / 30' o.c. 2 1 Y Lagerstroemia indica Muskogee Crape Myrtle 24�� Box / 20' II o.c. 0 0 B.T.H. AS NOTED Sn g INDICATES UAN Q T'iTY DENOTES TREES THAT ARE TO BE 0 'Samuel Sommer' INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. CITY TO HAVE FINAL APPROVAL AUTHORITY E Pinus canariensis Canary Island Pine 24" Box / 25' o.c. 0 SHEET KEY 1 1 SHEETS SHEETS SHEETS — L-3 L-14 L-7 L-18 SCALE NOTE: L-2, L-13, , L-22 & L-30 L-23 & L-31 L-27 & L-35 THIS PLAN IS SHOWN AT 1"=30' I� — CRE BLVD. 3 0 - J ` ' ELECTRICAL NOTE w - -- _ -_ ;� -- V, - -- - Q �J w ELECTRICAL INFORMATION SHOWN FOR REFERENCE PURPOSES ONLY. FOR SHEETS SHEETS r EXACT INFORMATION, SEE SHEETS L-6, L-9, L-17 L-8, L-19, _ - N ES-1 THRU ES-6 DAY CRE BLVD. I � DAYCREEK BLVD. ---- t -q^ t sr` -t-msec - GRADING NOTE 48 49 50 51 W m - J Li l.. l V1 GROUND COVER SLOPES BEHIND R.O.W Uj W L SHALL 0 H NOT EXCEED 4: 1. (n - W F W SHEETS SHEETS SHEETS SHEETS V� W _ L-10 L-20 L-7 L-18 — — — — ____-.__ __._.._........ -_ L 4, L 15, L 5 L 16 ...... ... ... . ... w . r ._ _ ......... ...... — — — — 5 L-24 & L-32 L-25 & L-33 ......._ ........ W L 7 L 27 & L 3 THHN/TH*N' -CU-1.25 z.?(ENTIRE RUN)RUN) P2-1,3,5,7 ELECTRIC SERVI PEDESTAL t 4 THHN/THNM-CU-1.25' ,00 sMAIIP N W. / �` \ \GND. I-� ��,--e�y A 1-e-� A0 �A S01iDP�'�p�' DESCRIPTION OF REVISION DATE CITY 0 ,. � � �, ♦ y � APPROVED: - U h �4 G i V 2782 s � 5.7 W n � CITY OF RANCHO CUCAMONGA (f) HN/THwN cu_2 1GND PARE _ 1,3 / 9,7 'f Z 1,3 P.O.C. (VERIFY LOCATION 3 /2 THHN/THWN-CU-3• �� ��� PLANTING PLAN I AT JOBS TE 14 l0 15 16 17 18 19 , — � � _ � F Fo (TREES)OF P O ECT L • IT LIN CA 20 21 22 23 DAYCREEK BOULEVARD 1 I >"'� 1 MULTI 7 - 11 B I ' B A 1 TRACT 15875 F A I APPROVED BY - DATE: CITY ENGINEER 0RCE NO 24953 DESIGN RE C DED SS 04forfIT1! SCAPES DRAWN Landscape IFM Mw An«u.9m� Architecture s""• 10 SHEET +r. i.. .. a rn1: HD/MM/CB & Planning mcherd .,o,,.,„,., / 2M L-240F 46 (W) 644-2370 FAX 476-1432 CHECKED DRAWING NO. SEE SHEET L-22 FOR PLANTING NOTES. 0 30' 60' RP RLA No.: 2782 Date: 5/25/01 File No.: 3 ��+� 99-024 SHEET OF III i g -nm PDQ D� tit _ A , �-4K -4 ARD 6tt4�r UNE TO N 8E VEVAFIFIZ�) eN GrTf ""M C N DAY CREEK BLVD. W - - 1 r y V1 P� 1-1,3,5,7 CU _ _ 4 THHN/THWN 12 11 ......................... - W.. _... _ _ _ _ _ _...... ..... M........ _ ... �. �. .. _.......... _ — - ' A TH �1 4 r THHN�. 1,3 1118cu- N0. V / 3 O 2 SPARE , 5,7 5,7 0*00 5' 1.3 - 4 1 � 1 I S I I � 1 1 1 I � � `�'• 1 -3 4 25 26 7 JECT IMIT I 29 30 31 32 3 � `$ 1 ULTI ¢ I 1 MULTI MULTI 41�� 1 9 9 B I w B 11 B SI 1 A w A I E TREES TO BE SPACE w I TIGHTER THAN CITY ` 0 RECOMMENDATION IN 0000 THIS AREA PLANT LIST Symbols Botanical Name Common Name Size / Spacing Qty_ Symbols Botanical Name Common Name Size / Spacing -Q.13. A o Pyrus calleryana 'Aristocrat' Bradford Pear 15 gal. / 25' o.c. V 2-2 4& . .t 1 F . , Liquidambar styraciflua Festival, American Sweet Gum 15 gal. / 25 o.c. 0 .f: B Lagerstroemia indica 'Tuskegee' Crape Myrtle Multi' 24" Box / 20' o.c. 6 G Brachychiton populneus Bottle Tree 15 gal. / 25' o.c. 0 C Washingtonia robusta Mexican Fan Palm 15' B.T.H. /As Shown 20 H Koelreuteria paniculata Golden Rain Tree 15 gal. / 35' o.c. 0 t: SHEET KEY SHEETS SHEETS SHEETS I Lagerstroemia indica 'Muskogee' Crape Myrtle 24" Box /20' o.c. 0 L-2, L-13, L-3, L-14, L-7, L-18,L-22 & L-30 L-23 & L-31 L-27 & L-35 D 0 Magnolia grandiflora Southern Magnolia 15 gal. / 30' o.c. 0 'Samuel Sommer' BLVD. 3 E Pinus canariensis Canary Island Pine 15 gal. / 25' o.c. 0 - o w - (n - - - _ — - -- - Q -- -- - w w V) SHEETS —S L-6, L-9, L-17 L-8, L-19, SCALE NOTE: L— 6 & 4 — 8T1-3 J THIS PLAN IS SHOWN AT 1"=30' © ,V ' DAY CRE BLVD. is r_ W EZ Q w ELECTRICAL NOTE ELECTRICAL INFORMATION SHOWN FOR 1. SHEETS SHEETS SHEETS SHEETSL-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, REFERENCE PURPOSES ONLY. FOR 'I�` `' '� L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 EXACT INFORMATION, SEE SHEETS '�- T"'� ES-1 THRU ES-6 S - ®vow --0 S �-7ro} �ANOS t#r DESCRIPTION OF REVISION DATE ciff c �' PO4 ��C, APPROVED: GRADING NOTE � � 1782 CITY OF RANCHO CUCAMONGA GROUND COVER SLOPES BEHIND R.O.W. SHALL NOT EXCEED 4:1. ��q Q- PLANTING PLAN �F OF. CA���O� (TREES) SIZING LEGEND DAYCREEK BOULEVARD 1 GALLON 24" BOX ❑ FLAT QTY. TRACT 15875 APPROVED 8Y DATE: � e 5 GALLON 36" Box CITY ENGINEER G RCE N 24953 II 15 GALLON INDICATES PALM DESS N IF R M DED B.T.H. AS NOTED I I T e I c w P E DRAWN - Landscape 19762 wx Mlw.SwWoore @INDICATES QUANTITY DENOTES TREES THAT ARE TO BE F' Architecture Suft, '� 9"12SHEE E INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. HD/MM/CB & Planning �.IA ►.»,.�, E2546 CITY TO HAVE FINAL APPROVAL (949) W-9370 rix 47E-1"2 OF AUTHORITY _ CHECKED RLA No.; 2782 DRAW�G�NO. SEE SHEET L-22 FOR PLANTING NOTES. � 30' 60oCHECKED Dote: 5/25/01 File No.. ll� L► 99-024 SHEET _ 4 OF _ M W — — -� e•--I e--I 2 O 2 ■ E r-I E ° �- ° - 4 4 rV ° S D - 3 W D - W - NE ROAD 78 BASELI , K N 77 ° 76 �' _ r 3 o , D W W W W - W � x W - v� W SHEET KEY W SHEETS SHEETS SHEETS — L-2, L-13, L-3, L-14, L-7, L-18, 1-4L-22 & L-30 L-23 & L-31 L-27 & L-35 — U CRE BLVD. 01 Li v PLANT LIST SHEETS SH`ETS L-6, L-9, L-17 L-8, L-19, L-26 & L-34 DAY CRE BLVD. Symbols Botanical Name Common Name Size / Spacing W.. Symbols Botanical Name Common Name Size / Spacing Qty -- --- 00, w 00 .01 M • 00 Q _ A o Pyrus call eryana 'Aristocrat' Aristocrat Pear 15 gal. /25' o.c. 0 • � F . .•.• Liquidambar styraciflua Festival American Sweet Gum 15 gal. / 25, o.c. 0 w — V) SHEETS SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, B Lagerstroemia indica 'Tuskegee' Crape Myrtle 'Multi' 24" Box / 20' o.c. 0 G Brachychiton populneus Bottle Tree 15 gal. / 25' o.c. 0 L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 0 Vk1ADSCo H Koelreuteria paniculata Golden Rain Tree 15 gal. / 35' o.c. 0 ,����°�a � roc„'4,P DESCRIPTION OF REVISION DATE APPROVED: C Washingtonia robusta Mexican Fan Palm 15' B.T.H. /As Shown 0 •. ,:. � �ct 2182 ��.� y'� CITY OF RANCHO CUCAMONGA SWAM D I Lagerstroemia indi ca 'Muskogee' Crape Myrtle 24" Box / 20' o.c. 0 o PLANTING PLAN Magnolia grandiflora Southern Magnolia 15 gal / 30' o.c. 12 — � 'Samuel Sommer' OF CA��� (TREES) E Pinus canariensis Canary Island Pine 24" Box / 25' o.c. 4 SIZING LEGEND BASELINE ROAD N SCALE NOTE. TRACT 15 AT TY. 875 1 GALLON � 24 BOX FL Q 2 APPROVED BY . THIS PLAN IS SHOWN AT 1 0 DATE. 5 GALLON 36" Box CITY ENGINEER RCE NO 24953 INDICATES PALM DESIGN RWE DED 15 GALLON SS B.T.H. AS NOTED I T E C A P I�� Landscape GRADING NOTE DRAWN svf. ,SO _ Architecture SHEET INDICATES QUANTITY ' DENOTES TREES THAT ARE TO BE WM• G .ze,z HD/MM/CB & Planning MI ►dAemu.• Ual / 2M INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. BEHIND R.O. (649) w-.370 FAX .,a_,. 2 L-26 OF 46 CITY TO HAVE FINAL APPROVAL GROUND COVER SLOPES CHECKED SEE SHEET L-22 FOR PLANTING NOTES AUTHORITY SHALL NOT EXCEED 4.1. - RLA No.: 2782 DRAWING NO. 0 20 40 RP Date: S of File No.: v 1, 99-024 SHEET OF 00 3 PALO I \ B VERDE / I C\1 4 cv _ ::E 3 W I D W W W O W O ' I • W F- ♦ ►� 14 a � 4_ I + Q c � - 6 IU I � w E - • - • I w LANE E w I T RIA PA � Li V U 3 6 >nnO c N -4 9 a --�1 r + � •• GRADING NOTE ,t GROUND COVER SLOPES BEHIND R.O.W 4 SHALL NOT EXCEED 4: 1. U _ E I H 1 3 ' D E Y SHEET KEY / 3 SHEETS SHEETS SHEETS B \ L-2, L-13, L-3, L-14, L-7, L-18, I FONTA E L-22 & L-30 L-23 & L-31 L-27 & L-35 I PLACE CRE BLVD. 3 AI- . o .J LJ M LJ LLJ IST PLANT L SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, Symbols Botanical Name Common Name Size / Spacing Qty. Symbols Botanical Name Common Name Size / Spacingt r. L-26 & L-34L-28TL3 00 00 00 DAY CRE BLVD. 0000 w A o Pyrus calleryana 'Bradford' Bradford Pear 15 gal. /25' o.c. 0 F : ,r.;: Liquidambar styraciflua 'Festival' American Sweet Gum 24" Box / 25' o.c. 11 a w V) SHEETS SHEETS SHEETS SHE B O Lagerstroemia indica 'Muskogee' Crape Myrtle 24" Box / 20' o.c. 0 G Brachychiton populneus Bottle Tree 15 gal. /25' o.c. 16 L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 0 C ag Washingtonia robusta Mexican Fan Palm 15' B.T.H. /As Shown 6 H Koelreuteria paniculata Golden Rain Tree 24" Box / 30' o.c. 6 `01DSc,4p :=' • aE° c k. poi E' DESCRIPTION OF REVISION DATE CITY 'icy APPROVED: 2782 �� �� CITY OF RANCHO CUCAMONGA D Magnolia grandiflora 'Russet' Southern Magnolia 24" Box / 30' o.c. 4 I Lagerstroemia indica 'Tuskegee' Crape Myrtle 24" Box / 20' o.c. 0 PLANTING PLAN ��FA`\F�� E Pinus canariensis Canary Island Pine 24„ SIZING LEGEND OF � (TREES)Box / 25 o.c. 19 VICTORIA 1 GALLON 24” BOX FLAT QTY. PARK LANE e 5 GALLON 36" Box SCALE NOTE: TRACT 15875 APPROVED BY DATE: 15 GALLON INDICATES PALM THIS PLAN IS SHOWN AT 1"=20' CITY ENGINEER RCE NTd 24953 B.T.H. AS NOTED DESIGN RFr ED INDICATES QUANTITY pENOTES TREES THAT ARE TO BE SS I T e c A P INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. Landscape 11792 r•• Anew eoi,4"rd DRAWN }' Architecture 11um, CA 92612 SHEET HD/MM/CB do Planning We!at r•1,omm, u•u,•• # 27x2 L—27oF 46 (1N9M ) -1370 FAX 476-1432 SEE SHEET L-22 FOR PLANTING NOTESCHECKED RLA No.: 2782 DRAWLING NO. 0 20' RP Date: _ 1 U 6 C*1_ S Zs o! File No.: 99-024 SHEET OF / /el .� ti / � I i 0 i co / � i 1001, '00000� o O Y o IN, ool 'I000-� � o IN Y 0 o L0 n o SIZING LEGEND G � p�11% '1?� 1N�I,LC-NN M°DI py 1 GALLON24" BOX FLAT QTY. ° P-DGLSr-b�P E 'ia FILL- 4a ❑ y�� P L. 5 GALLON �- 36" BOX II 15 GALLON INDICATES PALM s B.T.H. AS NOTED INDICATES QUANTITY • DENOTES TREES THAT ARE TO BE INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. CITY TO HAVE FINAL APPROVAL AUTHORITY Q �LO SHEET KEY p CE pLA SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, I I L-22 & L-30 L-23 & L-31 L-27 & L-35 CRE BLVD. 3 _ - - op 0 W J - M W N / Q - w w SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, PLANT LIST fj L-26 -&--L 7-3 4 L-28--E-E-73 DAY CRE BLVD. Symbols Botanical Name Common Name Size / Spacing Qty. Symbols Botanical Name Common Name Size / Spacing Qty. o M - w _ - A o Pyrus calleryana 'Aristocrat' Aristocrat Pear 15 gal. / 25' o.c. 0 F . , Liquidambar styraciflua Festival American Sweet Gum 15 gal. / 25 o.c. 0 L� •''•••f� GRADING NOTE SHEETS SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, GROUND COVER SLOPES BEHIND R.O. L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 B Lagerstroemia indica 'Tuskegee' Crape Myrtle 'Multi' 24" Box / 20' o.c. 0 G Brachychiton populneus Bottle Tree 15 gal. / 25' o.c. 0 SHALL NOT EXCEED 4:1. P?r--VISE WAI.L,(S 64 L WD LAND5CAP(W--? A I,%DSC4 S DF-WAL - EE . b t9 ?$3� aY 5grsaPE5 G' I�'B`" �� k. poly�r4�Cy DESCRIPTION OF REVISION DATE APPROVED: C Washingtonia robusta Mexican Fan Palm 15' B.T.H. / As Shown 0 H _. • Koelreutena paniculata Golden Rain Tree 15 gal. / 35' o.c. 0 2782 ��� CITY OF RANCHO C U C A M 0 N G A e PLANTING PLAN DI Lagerstroemia indica 'Muskogee' Crape Myrtle 24" Box / 20' o.c. 13 ��q Magnolia grandiflora Southern Magnolia 15 gal. / 30' o.c. 0 lF OF Cpl\� (TREES ) 'Samuel Sommer' HIGHLAND AVENUE E Pinus canariensis Canary Island Pine 24" Box / 25' o.c. 0 SCALE NOTE: TRACT 15875 APPROVED BY DATE: ed THIS PLAN IS SHOWN AT 1"=20' CITY ENGINEER - ���� RCE N 4953 DESIGN RE ED SS 11TrJGAPe � DRAWN Landscape I 9 r«� saftVa d Architecture sem. t70 SHE Irdm. CA M12 HD/MM/CB (�raPilaian-niin MWIOFAX ae ham Um, f tM L-28 OF—46 SEE SHEET L-22 FOR PLANTING NOTES0 20 CHECRKPED DRAWING NO. RLA No.: 2782 Date: S5/o! File No.: I U 8 a- L 99-024 SHEET Zlk_OF `O BASELINE RDA4]1�3: _ Q H W • W W A4 w • • 1 _ 1 6 3 1 1 F D 1 — i 1 w BASELINE ROAD 1 bb1 SIZING LEGEND W Y W — • • ., =v 4 --t w 1 GALLON 24 BOX . ... :' ••J• • • ' ' 1 a e 5 GALLON 36" BOX W _ 1 1 15 GALLON INDICATES PALM 01 B.T.H. AS NOTED 1 INDICATES QUANTITY • DENOTES TREES THAT ARE TO BE x 1 U INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. CITY TO HAVE FINAL APPROVAL 1 O AUTHORITY � 1 a _ SHEET KEY SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L- 35 CRE BLVD. 3 0 PLANT LIST w w Q - - w N Symbols Botanical Name Common Name Size Spacing Symbols Botanical a1 Name Common n Name Size / Spacing SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, - 6 -- 4 - 8�c [-3 A Pyrus Calle ana 'Aristocrat' Aristocrat Pear 15 al. / 25' o.c. 0 • • DAY CRE BLVD. ° ry g F :,: . .;.• Li uidambar s ciflua Festival American Sweet Gum l5 al. / 25 o.c. 19 9 � • g ..: w mQ --— - -- — 71 B Lagerstroemia indica 'Tuskegee' Crape Myrtle 'Multi' 24" Box / 20' o.c. 0 G Brachychiton populneus Bottle Tree 15 gal. / 25' o.c. 0 � Lt� SHEETS SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, agH Koelreuteria paniculata Golden Rain Tree 15 gal. / 35' o.c. 0 L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 C Washingtonia robusta Mexican Fan Palm 15' B.T.H. / As Shown 0 IV Vk SDP A'ae DESCRIPTION OF REVISION DATE CITY D Magnolia ndiflora Southern Magnolia 15 al. / 30' o.c. 3 I O Lagerstroemia indica 'Muskogee' Crape Myrtle 24" Box / 20' o.c. 0 ��`�`�,��° "� ��y� APPROVED: 'Samuel Sommer' � g 0 ♦� 2782 CITY OF RANCHO CUCAMONGA E Pinus cananensis Canary Island Pine 24 Box / 25 o.c. 0 Z of PLANTING PLAN 9TF of -Ca���°� (TREES) BASELINE MEDIAN SCALE NOTE: TRACT 15875 THIS PLAN IS SHOWN AT 1"=20' APPROVED BY f " . DATE: 4 CITY ENGINEER RCE N 24953 GRADING NOTE : DESIGN RE C IDED SS IIT1! JcAPcI LandscaGROUND COVER SLOPES BEHIND R.O.W DRAWN Arch iec us ��e Suft 130 ELI II CA M12 SHALL NOT EXCEED 4:1. HD/MM/C8 a Plc^^)^9 �� � , �» # 2M L-29 46 (646) 641-1370 FAX 476-1432 OF CHECKED RLA No.: 2782 DRAWING NO. SEE SHEET L-22 FOR PLANTING NOTES. 0 20' Q' RP We: 5 25 pj File No.: t 99-024 SHEET OF PLANT LIST I KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. SHRUBS 1 B Berberis thunbergii'Crimson Pygmy' Crimson Barberry 5 gal. @ 30" O.C. 398 2 o Dodonaea viscosa'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 17 .. Hemerocallis hybrid "Red" 2263 Da LilY 1 gal. 2 . . I - 4 Juniperus sabina 'Buffalo' N.C.N. 5 gal. @ 8' o.c. 6 I5 Lantana 'Dwarf White' Dwarf Lantana 1 gal.@ 4' o.c. 307 I _ 6 Nandina domestica Heavenly Bamboo 5 gal. @ 30" o.c. 146 7 Nandina domestica 'Nana' Compact Heavenly Bamboo 5 gal. @ 2' o.c. 392 I9 201 - 8 p Pennisetum setaceum 'Rubrum' Red Fountain Grass 5 gal. @ Y o.c. 14 DAY CREEK BLVD. 5 9 Phormium tenax Maori Maiden Flax hybrid 5 gal. @ 5 o.c. 37 10 11 12 13 4 O 10 O Raphiolepis indica 'Clara' India Hawthorne 5 gal. @ Y o.c. 114 7-'-70- ,r- . .• -.J. -'- ,p.'v. _._ i Raphiolepis indica 'Pinkie' India Hawthorne 5 gal. @ 4' o.c. 0 21 2 5 5 5 - w 12 ® Xylosma congestum 'Compacta' Shiny xylosma 5 gal. @ 8' o.c. 0 10 8 5 8 5 12 9 14 18 ' 7 ti 21 3 8 19 3 13 Abelia Grandiflora Edward Goucher' N.C.N. 5 gal. @ 4 o.c. 0 3 5 3 5 5 3 3 5 45 _ 5 3 5 _. -_..... _. _ 4 7 56 ;:...,.. ::: 7 14 Rosmarinus officianalis 'Prostratus' Dwarf Rosemary ' 73 - 1 gal. @ 6 o.c. 0 15 y _,,,v,,? Rose Flower Carpet var. Noatraum Pink Rose 2 gal. @ 4 o.c. 10 127 a I 59 �t • - E,,, 16 Lantana montevidensis Lavender' Trailing Lantana I gal. @ 6' o.c. 0 .. 17 Raphiolepis indica Ballerina Dwarf India Hawthorn 5 gal. @ Y o.c. 0 a 64 _ ! U 21 ,. fa� 8 6 5 - 18 Myoporum parvifolium N.C.N. 1 gal. @ 8' o.c. 0 W � 4 3 _\. 26 0 21 8 8 8 7 2 1 19 a Juniperus c. 'Mint Julep' N.C.N. 5 gal. @ 6' o.c. 0 14 17 11 17 3 ` 6 9 6 10 6 6 4 R J , T LI I NE W 49 59 2 20 ® Pittosporum tobira 'Variegata' Variegated Tobira 5 gal. @ 6' o.c. 0 8 i 21 21 3 35 p 21 Hemerocallis hybrid 'Stella D'Oro" Dwarf Evergreen Daylily 1 gal. @ 2' o.c. 0 a V m 22 O Dietes vegata Fortnight Lily 5 gal. @ Y o.c. 0 MATCHLINE SEE SHEET L-34 23 O Phormium tenax "Jack Spratt" Dwarf New Zealand Flax 5 gal. @ Y o.c. 0 GROUNDCOVERS 24 Pelargonium peltaturn (Red) Ivy Geranium 1 gal. @ 24" o.c. 256 vv vvvvvv 25 Trachelo ermum 'asminoides :::::.�:. Star Jasmine 1 al. 24 ........ � J g @ o.c. 0 ":.,• : Sod turf Marathon II or equal Install per manufacturer's recommendations VINES ' V-1 IF Parthenocissus tricuspidate Boston Ivy 5 gal. @ 15' o.c. 69 _ Vines are shown on back-side of wall for clarity only. Plant vines on side of wall facing street. SHEET KEY SHEETS SHEETS SHEETS L-2 L-13 L-3, L-14, L-7, L-18, _ 26 3 17 112 19 - L-22 & L-30 L-23 & L-31 L-27 & L-35 7 1 5 1 5 CRE BLVD. 3 DAY o REEK BL - - -- x --- LLJ -- 21 w �y �_1 , ' �; __ �� m .ti Cb a--- O -- ----_. _. _. ----- -- -- - -- — - - - ; ` � _ - - � Q � � 1, rT W 19 21 _ --� m N - 9 13 M — 1 3 SHEETS SHEETS 62 26 3 5 5 L-6, L-9, L-17 L-8, L-19, 21 6 13 9 4 i3 9 4 13 20 W 7 5 5 3 5 3 5 5 3 5 5 3 3 16 _3 \ 5 54 7L- 6 �t L-34 W 5 4 - DAY CRE BLVD. BLD J __ _ w W 29 _:.,... :.:. _ ..... ... :. .._.._........................................ 21 s .r Q ' 11III � i ll r — W . ° a SCALE NOTE: U 0 0 01 0 �X�o 0 o SHEETS SHEETS SHEETS SHEETS _ -10 - - - - L L 20 L 7 L 18 W THIS PLAN I H � � L-4 L-15 L 5 L-16 T S L S SHOWN AT 1 30 , L 29 & 37 - 7 L L 2 & L 35 - � PROJECT LIMIT L L-24 & L 32 L-25 & L-33 PROD I 1?� 39 6 � 0 0 38 7 3 34 1 3 3 z ¢ — x I,%DSC,1 6 18 7 4 VP CITY 9 8 3 6 9 6 6 7 12 13 30 Q 3 4 6 10 6 9 6 9 6 9 6 1 6 2 U- 22 a w ��a��♦o racy�`�,pcy DESCRIPTION OF REVISION DATE APPROVED: W 8 8 9 13 8 9 10 R;10 ��� 2762 G,r � 3 3 3 3 x — � CITY OF RANCHO CUCAMONGA s- v ► Q PLANTING PLAN 9TFOF CA1-���� (SHRUBS & GROUNDCOVERS) SIZING LEGEND DAYCREEK BOULEVARD TRACT 15875 1 GALLON � 24" Box � FLAT QTY. APPROVED BY r DATE: B5 GALLON 3s" Box CITY ENGINEER � RCE N 24953 DESIGN R ED SS 1 GALLON INDICATES PALM �F � I T c % c w P c � 5 II - �� Landscape Ism ree w++�u*�� B.T.H. AS NOTED ,N,; ' DRAWN i� Architecture s'*" 1O SHEET154 IrAw,INDICATES QUANTITY • DENOTES TREES THAT ARE TO BE HD/MM/CB (9CA 92W2 Planning � gym,,,. u�,.. E-30OF 46 INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. CHECKED ieNi "`-"'o rix •�e-+u2 DRAWING NO. SEE SHEET L-22 FOR PLANTING NOTES 0 30' 60' RLA No.: 2782 RP Dote: 5/25/61 File No.: 110 99-024 SHEET 5 O OF 4 3 18 20 W 1 ,s',%=5 1 5 7 21 41 10 W 7 5 r3 _ DAY CREE VD, _ DAY CREEK BLVD. W 27 28 9 2 30 w t ti /' 4. _7 -f.y - - ,, 8 W 7 9 7 18 9 11 5 10 8 15 16 23 57 59 28 8 14 14 10 12 8 13 2 5 8 3 5 5 3 5 5 5 33 ^� 4 5 3 5 7 7 5 5 3 5 4 S 5 3 4 - W - r, U 1 _ *- 21 21 5 .�..n,. ,. - -_ -._..._ . ...... ._.... ... ......... .... 22 27 .... .. vw 11111111111U 1 -} \ i l l O O O ' _ 0 O O O + . PR '. 'T LIMIT L1NF ,- � - i XXA 4 3 4 25 4 46 7� 7 7/,�21 8 ' 8 84 83 2 28 4 - '�"'� ' ' � ' �: "'a 1 � 6 85 32 13 36 8 12 80 28 25 18 2 6 9 10 6 10 6 2 2 P JECTym fi LIN 3 2 6 10 6 10 6\_10 9 i PLANT LIST- KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. SHRUBS 1 B Berberis thunbergii 'Crimson Pygmy' Crimson Barberry 5 gal. @ 30" O.C. 492 16 Lantana montevidensis 'Lavender' Trailing Lantana 1 gal. @ 6' o.c. 0 2 o Dodonaea viscosa'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 17 17 Raphiolepis indica "Ballerina" Dwarf India Hawthorn 5 gal. @ Y o.c. 0 3 Hemerocallis hybrid "Red" Day Lily 1 gal. @ T o.c. 118 18 Myoporum parvifolium N.C.N. I gal. @ 8' o.c. 0 4 Juniperus sabina 'Buffalo' N.C.N. 5 gal. @ 8' o.c. 27 19 Juniperus c. 'Mint Julep' N.C.N. 5 gal. @ G o.c. 0 5 Lantana'Dwarf White' Dwarf Lantana 1 gal.@ 4' o.c. 367 20 ® Pittosportam tobira 'Variegata' Variegated Tobira 5 gal. @ 6' o.c. 0 6 Nandina domestics Heavenly Bamboo 5 gal. @ 30" O.C. 223 21 111 11 ji 1i Hemerocallis hybrid 'Stella D'Oro" Dwarf Evergreen Daylily 1 gal. @ T o.c. 0 7 Nandina domestica 'Nana' Compact Heavenly Bamboo 5 gal. @ T o.c. 291 22 O Dietes vegata Fortnight Lily 5 gal. @ Y o.c. 0 8 p Pennisetum setaceum 'Rubrum' Red Fountain Grass 5 gal. @ T o.c. 26 23 O Phormium tenax "Jack Spratt" Dwarf New Zealand Flax 5 gal. @ Y o.c. 0 9 ® Phormium tenax 'Maori Maiden' Flax hybrid 5 gal. @ Y o.c. 22 GROUNDCOVERS 10 O Raphiolepis indica 'Clara' India Hawthorne 5 gal. @ 5' o.c. 91 24 Pelargonium peltatum (Red) Ivy Geranium 1 gal. @ 24" o.c. 101 ' s SHEET KEY 11 ® Raphiolepis indica 'Pinkie' India Hawthorne 5 gal. @ 4' o.c. 0 °° a 25 0 0 0;o o; Trachelospermum jasminoides Star Jasmine 1 gal. @ 24" O.C. 27 SHEETS SHEETS SHEETS 12 Xylosma congestum 'Compacta' Shiny xylosma 5 gal. @ 8' o.c. 0 ::•:: L-2, L-13, L-3, L-14, L-7, L-18, Sod turf Marathon H or equal L-22 & L-30 L-23 & L-31 L-27 & L-35 13 le Abelia Grandiflora 'Edward Goucher' N.C.N. 5 gal. @ 4' o.c. 0 Install per manufacturer's recommendations VINES 14 Rosmarinus officianalis 'Prostratus' Dwarf Rosemary 1 gal. @ 6' o.c. 0 V-1 V Parthenocissus tricuspidate Boston Ivy 5 gal. @ 15' o.c. 75 REE < BLVD. Vines are shown on back-side of wall for clarity only. Plant vines on side of wall facing street. o 15 , ;?_, ,,, Rose Flower Carpet ver. Noatraum Pink Rose 2 gal. @ 4 o.c. 10 ' J, :r � � � lr � % ,!,``,-� w - - m W �`-- — - J _ �L` 1 w V) 1 , SHEETS SHEETS _ \ L-6, L-9, L-17 L-8, L-19, - N L_-76 _17-L-734 - 8TC-3 7M DAY CRE BLVD. 5 15 3 14 _ 57 _ W WFl 00 m -- —Jig — 777 t t 36 i W SCALE NOTE:� V)�` L DAY CREEK BLVD. — WF SHE SHEETS SHEETS SHE W9 13 10 9 ,� , W THIS PLAN IS SHOWN AT 1"=30' L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, W _ 15 11 62 58 10 22 9 5 3 5 22 10 27 �d � V� L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 cdo 5 5 7 7 3 5 3 3 2 9 5 15 25 W 27 25 4 4 3 ��N SC,�p c 06 rot DESCRIPTION OF REVISION DATE CITY H� �Pc APPROVED: I I Uhr - v �� �'B� ��fy�� CITY OF RANCHO CUCAMONGA U -. 0 0 3 8 - N r s Z PLANTING PLAN SHRUBS & GROUNDCOVERS 10 \ -��- I pF CAI-F - 9 "- 1 _ I = 1 1 1 1 _72 6 s 7 E7 ) 7 20 8 73 17 6 210 ' ' _ SIZING LEGEND DAYCREEK BOULEVARD 4 2 PROJE T LINE 6 9 10 6 10 6 9 I TRACT 15875 2 8 4 3 MA 'CHLINE S SHE -3 S 1 GALLON 24" BOX FLAT QTY. If APPROVED BY : DATE: ' w 8 5 CITY ENGINEER RCE N 24953 24 e 5 GALLON � 36" 80X DESIGN R DED II 15 GALLON INDICATES PALM SS s I T e I,c c w P e � B.T.H. AS NOTED DRAWN - Landscape ++7a - w+*•r�+••.*e 1~ INDICATES QUANTITY ' DENOTES TREES THAT ARE TO BE `"` ' Architecture I�w'G uet2 SHE (9F INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. HD/MM/C8 (0M) "4-93"9 FAX 478-1432 �«^- / L 31 of 46 CITY TO HAVE FINAL APPROVAL CHECKED DRAWING NO. SEE SHEET L-22 FOR PLANTING NOTES. AUTHORITY - RLA No.: 2782 0 30 60 RP Date: 5/25/01 File No.: 99-024 SHEET OF M I _ 20 3 17 4 19 3 W 7 1 5 1 S 1 18 W S 7 7 - O 37 38 39 - C 21 W 24 45 5 9 20 13 24 3 9 16 18 9 DAY CREEK BLVD. 70 57 17 15 5 5 3 3 3 7 _. _ --_ . ..____ ........._......_....__.._.. .._ ..... _. . __ _ . . _ _ 13 5 3 __ _5 } _ .__ 37 . ._-..._ _. ............... ..... ... ............ .. IY 40 20 4 5 5 4 3 ....... . . 9 25 15 5 22 rl 8--*N 29 3 3 t 21 k,5 21 rrxll V F..�0' Tam M,7771f i OR O O O > Jill O O O O 7 . _. 0 &4 / 1 1 8 1 3 to,` 2 28 9' 32 10 144 8 7 7 7 7 14 1 � 7 7 11 36 6 10 6 9 6 9 6 9 6 6 9 6 10 HL► N S E H ET L-35 - ' - ' ' ' - ' -' �" - ' - V- 9 10 8 9 7 9 3 I JEC IMiT - I 10 6 8 3 3 3 3 10 2 8 I I U- 5 _ 10 j W A 2 1 8 ? ' PLAN LIST JIM KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. SHRUBS SHRUBS 1 0 Berberis thunbergii 'Crimson Pygmy' Crimson Barberry 5 gal. @ 30" o.c. 405 . 16 Lantana montevidensis 'Lavender' Trailing Lantana 1 gal. @ G o.c. 0 2 o Dodonaea viscosa'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 34 17 Raphiolepis indica "Ballerina" Dwarf India Hawthorn 5 gal. @ 3' o.c. 0 3 Hemerocallis hybrid "Red" Day Lily 1 gal. @ 2' o.c. 351 18 Myoporum parvifolium N.C.N. 1 gal. @ 8' o.c. 0 4 Juniperus sabina 'Buffalo' N.C.N. 5 gal. @ 8' o.c. 8 19 Juniperus c. 'Mint Julep' N.C.N. 5 gal. @ 6' o.c. 0 SIZING LEGEND 5 Lantana'Dwarf White' Dwarf Lantana 1 gal.@ 4' o.c. 378 20 ® Pittosporum tobira 'Variegata' Variegated Tobira 5 gal. @ 6' o.c. 0 6 Nandina domestica Heavenly Bamboo 5 gal. @ 30" O.C. 179 �- 1 GALLON 24" BOX FLAT QTY. 21 Hemerocallis hybrid'Stella D'Oro" Dwarf Evergreen Daylily 1 gal. @ 2' o.c. 0 7 s ; Nandina domestica 'Nana' Compact Heavenly Bamboo 5 gal. @ 2' o.c. 266 5 GALLON 36" BOX _ 22 O Dietes vegata Fortnight Lily 5 gal. @ 3' o.c. 0 8 p Pennisetum setaceum 'Rubrum' Red Fountain Grass 5 gal. @ T o.c. 23IIII 15 GALLON INDICATES PALM 23 O Phormium tenax "Jack Spratt" Dwarf New Zealand Flax 5 gal. @ 3' o.c. 0 II 0 B.T.H. AS NOTED 9 ® Phormium tenax 'Maori Maiden' Flax hybrid 5 gal. @ Y o.c. 47 GROUNDCOVERS � INDICATES QUANTITY ' DENOTES TREES THAT ARE TO BE 10 Ra hiol is indica 'Clara' India Hawthorne 5 al. 5' o.c. INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. O p g @ 50 CITY TO HAVE FINAL APPROVAL 24 T'`' Pelargonium peltatum (Red) Ivy Geranium 1 gal. @ 24" o.c. 95 AUTHORITY 11 ® Raphiolepis indica Pinkie' India Hawthorne 5 gal. @ 4' o.c. p 250; ;;; Trachelospermum jasminoides Star Jasmine 1 gal. @ 24" O.C. 40 SHEET KEY 12 ® Xylosma congestum 'Compacta' Shiny xylosma 5 gal. @ 8' o.c. 0 °°°° '•��.` ="< Sod turf Marathon H or equal 13 (D Abelia Grandiflora 'Edward Goucher' N.C.N. 5 gal. @ 4' o.c. 0 " `•`'' SHEETS SHEETS SHEETS Install per manufacturer's recommendations L-2, L-13, L-3, L-14, L-7, L-18, 14 Rosmarinus officianal is 'Prostratus' Dwarf Rosemary 1 gal. @ 6' o.c. 24 VINES L-22 & L-30 L-23 & L-31 L-27 & L-35 V-1 V Parthenocissus tricuspidata Boston Ivy 5 gal. @ l5' o.c. 82 15 Rose 'Flower Carpet var. Noatraum' Pink Rose 2 gal. @ 4' o.c. 20 Vines are shown on back-side of wall for clarity only. Plant vines on side of wall facing street. < BLVD.Ile, 3 _ o JIM U) I V) SHEETS SHEETS 1-6, L-9, L-17 L-8, L-19, L-26 L-34 - BTC _ DAY CREEN BLVD. J Lid z W m DAY CREEK BLVD. SCALE NOTE: w 1 THIS PLAN IS SHOWN AT 1 —30 " SHEETS SHEETS SHEETS SHEETS 49 50 �+ — _ L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, x.1.1.; �rr-.`-r.....�,, W _ 9 9 9 9 � ��. - .-. L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 W 5 5 5 5W 9 21 14 19 13 19 14 18 18 47 50 26 19 9 9 4 W 3 _....,e .... .. S. _ 7 7 5 — �,ANDSC� _...._......... ... . ... ..... ..... ... . . . .... _._..-__........ ...._...... . ..._ ..._ 0 F Z - - .. .. ........... � ,Q1 ,� DESCRIPTION OF REVISION DATE CITY 2782 23 x 21 _ ,� CITY OF RANCHO CUCAMONGA 21 sPLANTING PLAN °oma (SHRUBS0 0 0 OF � & GROUNDCOVERS) 0 0 0 A�\� + DAYCREEK BOULEVARD �. ., 5 6 7 8 1 TRACT 15875 6 9 6 9 6 9 19 3 R .CT LI #T LINE 2C 8 21 2 2 APPROVED BY - ' 21 3 10 10 9 9 6 8 >- '1' 2 8 2 36 7 15 CITY ENGINEER RCE E NO 24953 U- 2 3 3 3 3 2 8 I W I 8 6 10 V- _ DESIGN :Ow�SS �F►�+1 s I T E S C A P r j Landscape +nM 1e w+eur e«+sa a Oil DRAWN SHEET i' Architecture I�'G 9"12 HD/MM/CB & Planning Moll ronromv., u.. # rM L-32 6 4 ....,- -.. (940) W-1370 FAX 476-1452 OF V SEE SHEET L- 22 FOR PLANTING NOTES. 0 30' 60' CHECKED RLA No.: 2782 DRAWING NO. RP Date: 5/25/01 File No.: - � h 99-024 SHEET 5Z OF © f•i I _ A f M LO 7 I ua M--� 7 ' t` DAY CREEK BLVD. F . y Q r . dry: » f�. ,- - - -. •� - L .> -._. 1 4 w 6 S 5 8 18 ,, 92 13 14 13 9 3 4 11 ,f C/1 5 5 :' S 5 S 5 22 5 5 /� ►�. I a. 13 16 8 0 7 1 21 / 7 7.. 78 2 40 99 _ 4 5 7 4 5 5 7 ._ 11 3 30 x 35 V 7 r s 21 21 0 0 0 0 o 0 0 0 0 0 0 - . 0 0 10 11 10 100000 _ _ 3 4 25 3 2 2? ' — ' P CT 1M T L � 8 29 3 30 3 31 32 3 6 9 18 35 3 7 9 11 4 ¢ 3 4 5 15 8 14 13 22 6 27 ��� 10 V- 6 / \21 79 6 8 1 I 8 8 2 6 9 6 10 6 2 0 3 I W Q I /2-5\ 1 A 01100 �C PLANT LIST 10000 KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. SHRUBS 1 e Berberis thunbergii 'Crimson Pygmy' Crimson Barberry 5 gal. @ 30" o.c. X"7 2 o Dodonaea viscosa 'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 21 3 Hemerocallis hybrid "Red" Day Lily 1 gal. @ T o.c. 138 4 Juniperus sabina'Buffalo' N.C.N. 5 gal. @ 8' o.c. 14 5 Lantana 'Dwarf White' Dwarf Lantana 1 gal.@ 4' o.c. >tr ?_%0 6 ® Nandina domestica Heavenly Bamboo 5 gal. @ 30" o.c. 104 SHEET KEY 7 Nandina domestica'Nana' Compact Heavenly Bamboo 5 gal. @ T o.c. )< 8 p m Pennisetusetaceum 'Rubrum' Red Fountain Grass 5 gal. @ 3' SHEETS SHEETS SHEETS o.c. 14 L-2, L-13, L-3, L-14, L-7, L-18, 9 ® Phormium tenax 'Maori Maiden' Flax hybrid 5 gal. @ 5' o.c. 17 L-22 & L-30 L-23 & L-31 L-27 & L-35 10 O Raphiolepis indica'Clara' India Hawthorne 5 gal. @ S' o.c. 49 CRE BLVD. 3 11 ® Raphiolepis indica 'Pinkie' India Hawthorne 5 gal. @ 4' o.c. 0 0 _ _ w C W .......... ' _-- 12 ® Xylosma congestum 'Compacta' Shiny xylosma 5 gal. @ 8' o.c. 0 QT =TTT w M, V) 13 E) Abelia Grandiflora'Edward Goucher' N.C.N. 5 gal. @ 4' o.c. 0 SHEETS _SH ETS L-6, L-9, L-17 L-8, L-19, 14 Rosmarinus officianalis 'Prostratus' Dwarf Rosemary 1 gal. @ 6' o.c. 0 = L— 6 & L-34 L—28�c T DAY CRE 15 ; ;? ;y;f Rose 'Flower Carpet var. Noatraum' Pink Rose 2 gal. @ 4' o.c. 0 BLVD. J Wf,' 16 Lantana montevidensis 'Lavender' Trailing Lantana I gal. @ C o.c. 0 m --- — - — Q 17 Raphiolepis indica "Ballerina" Dwarf India Hawthorn 5 gal. @ 3' o.c. 0 SCALE NOTE: Ujw V) � L 18 Myoporum parvifolium N.C.N. 1 gal. @ 8' o.c. 0 THIS PLAN IS SHOWN AT 1 =30' SHEETS SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, 19 o Juniperus c. 'Mint Julep' N.C.N. 5 gal. @ 6' o.c. 0 L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 20 ® Pittosporum tobira'Variegata' Variegated Tobira 5 gal. @ 6' o.c. 0 r ®Q,Dc,J U)02- O 1OW-Mm �-3�♦3 1 � 21Ap Hemerocallis hybrid 'Stella D'Oro" Dwarf Evergreen Daylily 1 gal. @ T o.c. 0 ® _ �w �A A.Di0te DESCRIPTION OF REVISION DATE CITY 22 O Dietes vegata Fortnight Lily 5 gal. @ 3' o.c. 0 ~� 2782 #e DESCRIPTION APPROVED: >k ! 23 O Phormium tenax "Jack Spratt" Dwarf New Zealand Flax 5 gal. @ 3' o.c. 0 C-24 CITY OF RANCHO CUCAMONGA M� TN GROUNDCOVERS PLANTING PLAN (SHRUBS & GROUNDCOVERS 24 :,oa.o �:._ , . F �F C A��F Pelargonium peltatum (Red) Ivy Geranium 1 gal. @ 2411 O.C. 65 DAYCREEK BOULEVARD o.o. 25 Trachelospermum jasminoides Star Jasmine 1 gal. @ 24" o.c. o SIZING LEGEND TRACT 15875 vvvvv vvv Sod turf Marathon II or equal 1 GALLON 24" BOX FLAT QTY. APPROVED BY - - DATE: Mhat 24953 Install per manufacturer's recommendations �j CITY ENGINEER 04 RCE No VINES e 5 GALLON 36" BOX DESIGN RE OMM E ED V-1 V Parthenocissus tricuspidata Boston Ivy 5 gal. 15' o.c. 43 SS /�� 3,c I T t S C w P c / Tr Vines are shown on back-side of wall for clarity only. Plant vines on side of wall f30 acing street. II 15 GALLON INDICATES PALM DRAWN - ;J Landscape °^° SHEE B.T.H. AS NOTED Architecture +,� CA fee+2 INDICATES QUANTITY ' DENOTES TREES THAT ARE TO BE HD/MM/CB (949)Planning r�{7e 11"22 "°�"� /27°2 L 33 OF 46 E _ INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. CHECKED RLA No.: 2782 DRAWING NO. SE SHEET L 22 FOR PLANTING NOTES. 0 30' 60' RP Date: File No.: 99-024 SHEET OF PLANT LIST S KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. SHRUBS 1 ® Berberis thunbergii'Crimson Pygmy' Crimson Barberry 5 gal. @ 30"o.c. 0 2 o Dodonaea viscosa'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 2 O 3 Hemerocallis hybrid"Red" Day Lily 1 gal. @ T o.c. 0 4 Juniperus sabina Buffalo' N.C.N. 5Fa1. @ 8'O.C. 0 5 Lantana`Dwarf White' Dwarf Lantana I gal.@ 4'o.c. 0 �--I 28 6 ® Nandina domestica Heavenly Bamboo 5 gal. @ 30"ox. 0 17 ; 7 Nandina domestics`Nana' Compact Heavenly Bamboo 5 gal. @ T o.c. 138 O O 25 V— �� ® 19 18 8 p Pennisetum setaceum'Rubrum' Red Fountain Grass 5 gal. @ Y o.c. 0 87 12 21 6 19 11 9 Phormium tenax Maori Maiden Flax hybrid 2 22 ® y 5 gal. @ S O.C. 0 2 2 2 2 17 2 2 2 10 Raphiolepis indica'Clara' India Hawthorne 5 al. c>15'O.C. 0 2 O 8 L 11 ® Raphiolepis indica'Pinkie' India Hawthorne 5 gal. @ 4'o.c. 0 - - 42 12 ® X losma con estum Com acts Shiny x losma 5 gal. @ 8 o.c. 0 • 17 • ° ° ° e ° vv vvvvvo R - ° vvvvvavvvv ° ° 13 e Abelia Grandiflora Edward Goucher' N.C.N. g 1. o.c. 0 S a@ 4' ° - 14 Rosmarinus officianalis'Prostratus' Dwarf Rosemary 1 gal. @ 6'o.c. 0 vvv o v v v v hu an 15 h„��,;,�,;,4, Rose Flower Carpet var. Noatraum Pink Rose 2 gal. @ 4'o.c. 0 vvvv vvvvvv ' 16 Lantana montevidensis'Lavender' Trailing Lantana I gal. @ 6'o.c. 0 v v v 8 W — F__4 17 Raphiolepis indica"Ballerina” Dwarf India Hawthorn 5 gal. @ Y o.c. 129 7 17 18 12 31 25 16 W I8orum aryM o ifolium b y p p N.C.N. 1ga 1. @ 8 o.c. 0 _ W W 7 21 21 25 21 7 19 x s• Jun c. 'Mint Julep' N.C.N. 5 al. @ 6'o.c. 0 O g � — rl18 � 3 20 Pittos rum tobira'Vari 3 3 ® Po egata Variegated Tobira 5 gal. @ 6 o.c. 0 7 11 _ W �i 2 5 21 Hememcalli s h brid Stella D Oro Dwarf Evergreen en Da lil i 1 1. 2 .c. 86 22 Y To .c.Daylily 8a @ 22 8 Dietes v egata Fortnight Lily 5 gal. @ 3 o.c. 78 V v v v v o o v v o v v v v e ® Phormium tenax"Jack S tt" Dwarf New Zealand ' r vvvvvvvvvvvvvv 23 pra d Flax 5gal. @ 3 o.c. 14 v v v v v v v v o vvvv n O p vvv vvvvv vvv vvv O vv v v v o v v o v v v o GROUNDCOVERS ovovvvv vvo y vvvvv v v v v v r v v v v v "t � E ROAD 7a � vvvv vo v . — T 'I1 vvvvv vvv 24 „ E L Pelargonium ltatum ed iv Geranium 1 ]. 24 0. . 0 B AS ovoovv vvo _ g Pe (Red) Y 8a @ c , i vvvvv 77 25 °• Trachelospermum jasminoides Star Jasmine 1 gal. @ 24"o.c. 209 76 M ;wV- t Mara h n o II r u �' Sod turf o al .t .y � 7 9 117 14 — Install per manufacturers recommendations i r 7 VINES l 23 25 W V-I V Parthenocissus tricuspidata Boston IvY S gal. @ 15'o.c. 17 Vines are shown on back-side of wall for clarity only. Plant vines on side of wall facing street. W W ! SHEET KEY W 7 SHEETS SHEETS SHEETS �i L-2, L-13, L-3, L-14, L-7, L-18, �..� L-22 & L-30 L-23 & L-31 L-27 & L-35 V _ < BLVD. 3 O J _ W Ld - W W SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, 00 00 00 L— 6 �c _L—_34 L-28 & L-3 00 00 DAY CRE BLVD. o W W SIZING LEGEND S H ET E S SHEETS SHEETS SHEETS 1 GALLON24" BOX FLAT QTY. L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 5 GALLON 36" BOX 0 15 GALLON INDICATES PALM V1NOSC 4 PE �a. y� CITY B.T.H. AS NOTED o w. ►oc 'p DESCRIPTION OF REVISION DATE ' c APPROVED: s � INDICATES QUANTITY DENOTES TREES THAT ARE TO BE 2182 �^ W INDICATES SPECIES TAGGED BY LANDSCAPE ARCHITECT. ftCITY OF RANCHO C U C A M O N G A CITY TO 46h/E PSi",b-L, � s21 PLANTING PLAN F0 of ca��E (SHRUBS & GROUNDCOVERS) BASELINE ROAD SCALE NOTE: TRACT 15875 Of oe THIS PLAN IS SHOWN AT 1"=20' APPROVED BY ' ' DATE: vV CITY ENGINEER RCE NO 24953 DESIGN R D SS ,��� 1 T E C A P E DRAWN - Landscape 19732 ea AAnuw r u ..e•d . .. fiNi 170 SHEET Architecture Irom G 02!12 HD/" CB & Planning Menus ►MAen , i 2712 L�34 /� (040) 019-0370 FAX 470-1,02 OF 4 6 SEE SHEET L-22 FOR PLANTING NOTES. - - CHECKED RLA No.: 2782 DRAWING NO. llo S�- 0 20 409 RP Date: 5 j25 01 Fils No.: L' 99-024 SHEET OF 00 23 PALO 27 I \ 13 VERDE 13 , PLANT LIST I 27 8 N / 17 17 KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. M _ 10 �/- 4 0 14 12 V_ SHRUBS 4 1 B Berberis thunbe n'Crimson ' 14 14 � , rg" Pygmy Crimson Barberry 5 gal. @ 30"o.c. 0 12 19 — 1 2 Oo Dodonaea viscosa'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 0 3 Hemerocallis hybrid Red Day Lily 1 gal. @ T o.c. 0 ? ';• ''•. — 7 V Vvovvc�Dvv ov ' D V V V V V V V V D V O V 177°v v v 2 5 4 Juniperus Sabina Buffalo' N.C.N. 5 gal. @ 8'o.c. 0 • '!`•••'• V V V D V V V V V V V V V V V V V V '''•t''.,i,.' V V V V V V V V V V V v D D D V V V V vvvvvvvvvvvvvvvvvv :; 5 , •. -� vvvvvvvvvvvv vvv D '' 5 LantanaDwarf WhiteDwarf Lantana ;�Y• � :•`• �',• r v 1 gal.@ 4' o.c. 0 '' I 14 6 ® Nandina domestics Heavenly Bamboo S gal. @ 30" o.c. 0 12 '::�'':� :•'• . V V V V V V V V V V D D D D ^r~ C — -' — "•:' //\\ — _ _ v v vvv v v v v v v v v v° //f,,� •,' •i ''; //II,�-Q _w vvovvo0ovvvvvvv°°°°°°°°°°°°°°° 7 Nandina domestics'Nana' Compact Heavenly Bamboo 5 gal. @ T o.c. 0 vvvvvvv vvvvvo vovvvvvvvvvvvv vv 'j 0 0°v v v v vvvvv v vvvvvvv vvv v v v v vvvvv ,,,. V V V D V V V v V v V V V D 0 0 0 V V O D V D D O V v D D O D D D V V V D D V v D V V V V V V V V V V V V V V V vvvvvvv V V v v v v v v v v O V V V D V O D D VVJJ O v v , V V O D O O v D O v V V V V V V V V V V V D V O V O O V V V D 25 8 O Pennisetum setaeeum Rubrum Red Fountain Grass 5 gal. @ 3' o.c. 0 V VVVVVVDDVvvvvovDooVVVV. vv vvvvvvvDvvoD /II'�//II - 9 ® Phormium tenax'Maori Maiden' Flax hybrid 5 gal. @U Y o.c. 0 _•v v vvv :•v'v a v vvvv , - -�+---� El � -+ /\�\�.//\�\�, o v v v v v c�o�o v v v o v v o v v v v v o v v o v O V V D V O V D V O V D D DD DDD OD V V 4 6 10 Raphiolepis indica,Clara, India Hawthorne 5 gal. @ Y o.c. 62 _ ° , II I Raphiolepis indica'Pinkie' India Hawthorne S gal @ 4'o.c. 68 + + — ,F� _ — L\ , \L #\ v v v v D D D v D D D D D D D D D D D /\ _ 12 X losma con estum Com acts Shin x losma 5 al. a, 8' -.1••" / nom/i // i,� DDDDDDDDDDDDDDDD DDDR /il ,,. MEET Y g p Y Y g o.c 42 — 's•� .•' �•.•. :.�• � •'.)` - '-- - D O V D D O O O D O D D D D D D /� -�\/I\ •;•'�r•;', .•�': '•l •, \:\� :\�/,\�\� DDDDDDDDDD Vv vV '\\- EXISTING �� , 13 (D Abelia Grandiflora'Edward Goucher' N.C.N. S • �+---'-��"-�- V V-. _ -DR Dv DDDDDDDD DDDVDDD D D D —D — : •[• ' • ;•�.,. al. 4'o.c. 151 Dv DV vv Rosmarinus officianalis'Prostratus' Dwarf RosemarYODvVDVODVDV ODVvDOD VOVDDVVDDDDDDvvvvv DDDDDDrl 514 ODVVDOVDVDDVVVVVVDDvvDD 68 10 ; 1 gal. 6'o.c. 256 ° o°°°°°°° ° 4 155 15 iRose Flower Carpet var.Noatraum' Pink Rose 2 gal. @ 4'o.c. 105 44 25 73 11 F-� 16 Lantana montevidensis'Lavendee Trailing Lantana 1 gal. @ 6'o.c. 66 sp 13 1 J " MEET 17 Raphiolepis indica"Ballerina" Dwarf India Hawthorn S gal. @ 3'o.c. 0 5 22 15 EXISTING 2 5 2 5 - 18 Myoponam parvifolium N.C.N. 1 gal. @ 8'o.c. 22 18 ;N: � 19 a Juni eras c. 'Mint Julep' N.C.N.P ep 5 g o.c. 0 20 P)ttp rum tobira'Varl g ta' Variegated Tobira D D V V V jp D Y D-V V POD ��O V O D D ODD V V __. �.. _\ _ �, gal. C o.c. 0 w os o 'e a S a a, 6' — vvvvovvvvvvvvvvvvvvvovv°vvvvvvvv v vo vvvvvvvvvvvvvvvvovv°vDvvvvvvv \ i \ \ \ \ \ \ \ \ \ 1 7 "z °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° 6 I ,,� 21 Hemerocallishybrid'Ste11aD'Oro" Dwarf Evergreen Daylily 1 gal. @2'o.c. 0 W DDDDDDDDDVVVV,VVVVv DDDDDDDDDDDDDDDDDDDDDDDDDD Dv DD �' Tr 4 7 S 1 6 vvvvvvvvvvvvvvDavv vv v vvvovvvovvvvvv L NLS W rl �A PARK 22 O Dietes vegata Fortnight Lily 5 gal. @ 3'o.c. 0 a/ I 10 37 VICT 25 40 23 O Phormium tenax "Jack Spratt" Dwarf New Zealand Flax 5 gal. @ Y o.c. 0 15 14 2 5 `. U GROUNDCOVERS 18 - w �y VVVD li >. v v v v vvv v 24 „ 15 _ ea o i 1 um a tatum ed T (�vq Geranium .. v v v v v ab'v �J•• 1 DDDR DDD 24 o.c. 0 rg (Red) B� @ �,•, o ovo vvvvvvv vvvv r• Q.., t vvvv vvvv \ i \ i \ i/\\ /\\i ''•� �.� V V D V V V D V v V V D V v O v v 0 V .`.,.•x•• ,•5 vvv v D v D V V V V V V V V V �` l' •\ I I' I I � • ^vvvvv o° v v00000vovav0000v vv ov / I' I II / / vvvvvvvv i iMEET vv i . . vvvvovvvvvv vvvvvvvvvvvvvvvvvovo ,vvv vv 25 Trachelos ermum 'asminoides DDDDDDDDDDDDDDD - - - ':r,'• ',, - - '_�� p J Star Jasmine 1 al. 24 o.c. 1 26 \\//�\\//�\- ��,• •'\\//�\\/ �\\ ~r`''•�•:� vvvvvvvvvvvv vv v vvvvvvvvvvvvvvv vvvv vv g @ , vvvvvvvvDvvvvvvvvvvvvo \ \ \ \ /\ /\, ' ov vv vvvvvvovvvovvovv ' // _• . ,' •!~'• vvvvvvvvv vvvvvvvvvvvovvovvovvvvov EXISTING _ VDDvvv VVVVODvovvvvvvvvV....V (� vvvvv =i�/=max=// �_ �_. p_ ij-�ij-�4= i,-' n. �.'• •'; .:a,•�_.:�•_ � � \�\��/\� \� \� \��/ - ' •• •��, :•i• v v v v v v v v v D D 7 D v D V V v V D V v v o o V v tir;,,,,�. •'' •4 O V O v v D v v v v v v v v v v v v v v v o o v v v �. Sod turf Marathon Il or equal D v D D v v DDDDDD D DDD D v D D Install per manufacturer's recommendations =�T= ii_ r �•' fo°vvvv _ — — vvvvvvv '\\//\:\�//' //\:'\� '••, .•,r . '••• 0 O°v v°v — — — _ °v v v O v° VINES DDDDDDDD - — _ — — — V� vvvvvvv vvvv //II,_ ,'4'.'..•' v°D D°D°°°D D V-1 Parthenocissus tricus idata Boston ""--` \\\�-//\\\1\/ vvvvvvvvvvvv — — — — — — + � -++ -- -a + //IIS//IIS vvvvvvv°°v /,- 3 0 p Ivy 5 gal. @ 15 o.c. 34 DDDDDDD — — — — \1//S\1 Vines are shown on back-side of wall for clarity only. Plant vines on side of wall facing street. 26 SHEET KEY ,... 24 59 13 16 13 SHEETS SHEETS SHEETS L-3, L-14, L-7, L-18, I �' 14 12 1 17 L-22 & L-30 L-23 & L-31 L-27 & L-35 32L."LCREEK BLVD. 3 35 i 13 18 W 10 FONTAINE 13 Uj PLACE ,-- — t,, Q w (n SHEETS SHEETS l L-6, L-9, L-17 L-8, L-190 L- 6 c—L-34 L-28 & L-3 DAY CREEN BLVD. J o Q w V) �L SHEETS SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 Va�Dr 4,0e41P DESCRIPTION OF REVISION DATE CITY APPROVED: 2782 CITY OF RANCHO CUCAMONGA SIZING LEGEND � 1 GALLON 24" BOX FLAT QTY. UP 7- ,o �.� PLANTING PLAN � a q,F . o. o� of Ca`�F (SHRUBS & GROUNDCOVERS) e 5 GALLON � 36� BOX VICTORIA PARK LANE 15 GALLON 0INDICATES PALM TRACT 15875 B.T.H. AS NOTED SCALE NOTE: APPROVED BY DATE: U� O—L INDICATES SSPECIES TAGGEDBYLANDSCAPE ARE TO THIS PLAN IS SHOWN AT 1 =20' CITY ENGINEER RCE Nb 24953 CITY TO HAVE FINAL APPROVAL DESIGN AUTHORITY RE�, N E SS 3,cITeIcwPc � DRAWN Landscape ++m tl.e ArMur 9arMva•A Architecture f'r"' 10 SHEET 0v e. CA 92912 HD/MM/C8 do Planning 40'°,dpopmm,,,., , ,.. , L 35 of 46 (919) 944-9370 FAX 47e-1431 SEE SHEET L-22 FOR PLANTING NOTES. . - CHECKED RLA No.: 2782 DRAWLING NO. 0 20' 40' RP � �8 A--L-- Date: 2� p File No.: 99-024 SHEET OF 14 H 1 H PLANT LIST 9 0 KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACINGTY. / 13 °, Q / .�..� SHRUBS / 2 5 l ® Berberis thunbergii'Crimson Pygmy' Crimson Barberry 5 gal. @ 30"o.c. 59 2 o Dodonaea viscosa' urea' ' �P Purple H Bush 5 1. 10 o.c. 4 2 — Hop gal. @ � O / — 3 Hemerocallis hybrid"Red" Day Lily 1ga 1. @ T o.c. 0 0 - O (0 4 Juniperus sabina'Buffalo' N.C.N. 5 gal. @ 8'o.c. 0 O / 5 Lantana'Dwarf White' Dwarf Lantana I gal.@ 4'O.C. 3'S 6 Nandina domestica HeavenlyBamboo 5�1. 30" o.c. 0 117777-7 7 Nandina domestica Nana' Compact Heavenly Bamboo 5 gal. @ T o.c. 0 21 8 p Pennisetum setaceum'Rubrum' Red Fountain Grass 5 gal. @ Y o.c. 0 / 5 9 S Phormium tenax'Maori Maiden' Flax hybrid 5 gal. @ Y o.c. 0 - 10 QRa hioleP is indica'Clara' India Hawthorne 5 8a1. @ 5 0. . 0 \ � v 4 11 ® RaPhiolePis indica Pinkie' India Hawthorne 58a1. 4' o.c. 0 / 2 i 12 i X losma con�stum'Co cta' Shiny x losma 5 �• @8'O.C. 0 \ � Y 13 Abelia Grandi flora'Edward Goucher' N.C.N. 5 gal. @ 4'o.c. 44 v / 45 ., 14 Rosmarinus officianalis'Prostratus' Dwarf Rosemary 1 gal. @ 6'o.c. 0 r 15 auy" "`�' Rose'Flower Carpet var.Noatraum' Pink Rose 2 4'o.c. 0 0 /i nib n sine� --Y ♦— ♦_ ♦ @ 1 O — — 00 00 0 O — r — l6 Lantana montevidensis Lavender' Trailing Lantana l 1. 6 o.c. 0 7 00 1 g 8a @ 0 0 — © — 0 O0 — 19 17 Ra hiol is indica"Ballerina" ' — P eP Dwarf India Hawthorn 5 1. 3 o.c. 0 n 0 0 0 8a @ v 0 0 — — o0 0 2 0 0 , — _ 18 Myoporum parvifolium N.C.N. 1 gal.@ 8'o.c. 0 �o 0 0 �:av 00 0 — — 19 Juni erns c.'Mint Julep' N.C.N. 5 c�6'o.c. 10 � �• c _ Q P eP 8� L � oo — 0 — 20 Plttos orum tobira'Varie to Variegated Tobira 5 al. 6 o.c. � ® P � � 8 @ G3 - -— 21 Hemerocallis hybrid St ]la D Oro Dwarf Evergreen Daylily 1 gal. @ 2 o.c. 0 — 22 O Dietes vegata Fortnight Lily 5 gal.@ Y o.c. 0 12 (� • � L�4f�•lQSLJIQINCo 23 p Phormium tenax Jack S tt' Dwarf New Zealand Flax 5 1. 3 o.c. 0 N / Pm � @ 5 GROUNDCOVERS ,. WPcLI- � 3 5 -OG �41'E -M �l U_ Ihl 24 Pelargonium ltatum Red 1 Geranium 1 al. 24" o.c. 0 rte' � Pe (Red) 13 FSM�l �f �l D E 25 Trachelos ermum 'asminoides Star " W L S a Jasmine 1 4 LU Y D� 'P al. 2 o.c. 0 �� (z P J g @ Sod turf Marathon II or equal �2�. Install per manufacturer's recommendations VINES LO V-1 V Parthenocissus tricuspidata Boston Ivy 5 gal. @ 15'o.c. O O Vines are shown on back-side of wall for clarity only. Plant vines on side of wall facing street �&. � O R Q 4NLO SHEET KEY P E 2 pLNC SHEETS SHEETS SHEETS L-2 L-13 L-3, L-14, L-7, L-18, I - - L-22 & L-30 L 23 & L 31 L 27 & L-35 CRE < BLVD. 3 0 w '� — -- w M / MLj . . . . . . . . . . . . . . . . . . . . . SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, L-26 & L-34 — 8—W773 DAY CRE K, BLVD. w M Q w U-1 SHE SHEETS SHEETS SHEETS SIZING LEGEND L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 1 GALLON 24" BOX FLAT QTY. E AVIS 4.l.L. ICvH p WAFIWO 4 N k%DSC,I 16�1`l'>Al-�CrS- 9� SIMS.k 4>k4J 3(e 5 SMSCAPES �;�� D � � e 5 GALLON 36" BOX �o 15 GALLON 1182 P0L e4,p DESCRIPTION OF REVISION DATE CITY INDICATES PALM 5~ ���� 4 Ir APPROVED: s � B.T.H. AS NOTED * ' * CITY 0 F RANCHO CUCAMONGA INDICATES QUANTITY ' DENOTES TREES THAT ARE TO BE INDICATES SPECIES �Iw� F-! TAG Eo BY LANDSCAPE ARCHITECT. o C 11-f ��- s IQ PLANTING PLAN or �A�\F�� (SHRUBS & GROUNDCOVERS) HIGHLAND AVENUE SCALE 15875 NOTE: APPROVED BY • DATE: THIS PLAN IS SHOWN AT 111=20' CITY ENGINEER RCE 146 24953 DESIGN REC E E SS ow IIITEjCAPE DRAWN ;-'�� Landscape 19�M 9 � Architecture n. 30 SHEET _... Ird . Cl 92911 HD/MM/CB p49Pisan ono r�«ae u2... u..�.. 0 2M L-36 46 SEE SHEET L-22 FOR PLANTING NOTES. -_- CHECKED RLA No.: 2782 DRAWING No. 0 20' 40' RP 18 a-L Date: !!5 ?� OI File No.: 99-024 SHEET `5 / OF PLANT LIST KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. 1 RUB 1 ® Berberis thunbergii'Crimson Pygmy' Crimson Barberry 5 gal. @ 30"o.c. 0 2 o Dodonaea viscosa'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 0 3 Hemerocallis hybrid "Red" Day Lily 1 gal. @ T o.c. 0 I 4 Juniperus sabina'Buffalo' N.C.N. 5 gal. @ 8'o.c. 0 M ROAD 139 13 78 51 30 BASELINE 25 23 _ 5 Lantana'Dwarf White' Dwarf Lantana 1 gal.@ 4'o.c. 0 _ 21 2 5 11 /_40\ 16 2 5 21 0 6 D Nandina domestica Heavenly Bamboo 5 1. 30"o.c. 0 E--+ 25 23 22 7 22 25 y @ w ;- o w 7 Nandina domestica`Nana' Compact Heavenly Bamboo 5 gal. @ T o.c. 235 V v vvvvvvv v v v v v c c c v v _ vvvvovvovvvvvvvovvovo W vv vv v vv vvv vv vvv vv vvvvvvvvvvv v vvvvvv ++ vvvvvv F+,. x "``` ' 9 V V V V`` D ° ° ° D ° ```` = $ - 8 Pennisetum setaceum Rubrum' Red Fountain Grass 5 gal. @ Y o.c. 0 * c v o v o vvvvvv _ - -. vvv `= 4-� - vvv - - ovov000v0000vvvo ^` :� r _ `�' y,�r_�I}-.rte--t.i -ti_- -(..-T: . COVVOVOVVVV 1', 1 )"7. �i�P, 1'; )I r ) OOVvvv S� :'ppv V O V V V V V V VVVvvVVV VV rTl I 1 1 e w o � P orm�um tenax Maon Maden ax hybrid 1. o.c. 0 v v v v �. t. _ �, ' v'vv00000 � ® h Fl h b ' Sga @5 vw�v ✓v cvvvovvvvvvvvvvvvv rte, I _ 10 O Raphiolepis indica Clara India Hawthorne 5 gal. @ 5 o.c. 0 v O D D D °D ° ❑ e � � ...._w.��)� .4l~ vvv vvvvvv V1 1T�', D 1 e e w� D D D D ° D D 2 5 11 a Raphiolepis indica'Pinkie' India Hawthorne 5 gal. @ 4'o.c. 0 vvvv W o vvvvvv v v 17 7 17 — ►—� 12 ® Xylosma congestum'Compacta' Shiny xylosma 5 gal. @ 8'o.c. 0 3 9 6 6 4 6 13 — Abelia Grandiflora'Edward Goucher' N.C.N. 5 1. 4'o.c. 0 71 21 2 5 21 V O � @ V18 7 14 Rosmarinus offieianalis'Prostratus' Dwarf Rosemary 1 gal.@ 6'o.c. 0 15 ��� U/�I fNCI� Rose`Flower Carpet var.Noatraum' Pink Rose 2 gal. @ 4'o.c. 0 Me 16 Lantana montevidensis'Lavendei' Trailing Lantana 1 gal. @ G o.e. 0 17 Raphiolepis indica"Ballerina" Dwarf India Hawthorn 5 gal. @ Y o.c. 78 18 Myoporum parvifolium N.C.N. 1 gal. @ 8'o.c. 0 19 Juniperus c. 'Mint Julep' N.C.N. 5 gal. @ 6'o.c. 0 20 ® Pittosporum tobira'Variegata' Variegated Tobira 5 gal. @ 6'o.c. 0 21 Hemerocallis hybrid'Stella D'Oro" Dwarf Evergreen Daylily I gal. @ 2'o.c. 136 22 O Dietes vegata Fortnight Lily 5 gal. @ Y o.c. 87 1 23 ® Phormium tenax "Jack Spratt" Dwarf New Zealand Flax 5 gal. @ Y o.c. 49 1 GROUNDCOVERS 1 1 24 Pelargonium peltatum(Red) Ivy Geranium 1 gal. @ 24"o.c. 0 1 2 5 3 4 51 1 25 Trachelospermum jasminoides Star Jasmine I gal. @ 24"o.c. 657 1 '.y.. .M1:.. 129 17 w 2 5 BASELINE ROAD 2 2 7 1 `��'' '� Sod turf Marathon 11 or equal 1 Install per manufacturer's recommendations — � 1 VINES O i; j 1 V-1 arthenoclssus trlcuS idata P p Boston Ivy 5 gal @ 15'o c 0 v v v v v v v v v v v v v /o v v v v v v v o v c c vvvv^o v f v v v v v v o v o v v v v �' v v v v v v v v v v o v v � i � _ i 1 Vines are shown on back-side of wall for clarity only. Plant vines on side of wall facing street. vvovvvvvvvvvvovvvovvov vv Y vvvvovvvvv vv / � e e e e a e e vvavvvvvv vv I I - _ v V v v v v v v o - D p D ° v �rsil'E `y r .�� v v v v a v v v v v v v '.� ' _- .. ____.-- --------..__-..— ------ ._ _------- ------- -------- ------------ ---- - ti Y . '� p .,.....,-._.... �/ itZY i. a g 6 A D _ _ vvv O e e. _ - _ ) •J i .�i'� ❑ -i.�.. � vvvv e ^..,✓"' '-.� ovo 000vo vvvvvvv ��� .� F�;�'; W % , D --- svvvvov e e e e e e e e e vvvvvvvvvvv vvvvoovvv .� ��..� ----t— � - vvvvvcvvv vvvv vvvvvvovvvvvvvvvvovvvvvvvv )'� vovvvvvovvvv vvv e e e e e e e fv v v l I 7 . 1 � 1 w 9 '1 28 71 26 105 1 17 23 7 25 22 i a V 1 V � 1 1 0 SHEET KEY 1 SHEETS SHEETS SHEETS L-2, L-13, L-3, L-14, L-7, L-18, L-22 & L-30 L-23 & L-31 L-27 & L-35 L."t.CRE BLVD. 3 0 LLI __J_j N - m V) w SHEETS SHEETS L-6, L-9, L-17 L-8, L-19, - 6 �c 4 -2 8_&__T-_3 DAY CRE BLVD. w > m _ _ - - w w V) L SHEETS SHEETS SHEETS SHEETS L-10, L-20, L-7, L-18, L-4, L-15, L-5 L-16, L-29 & L-37 L-27 & L-35 L-24 & L-32 L-25 & L-33 0 �ANDSCAP �°�a ' CITY 4f DESCRIPTION OF REVISION DATE APPROVED: 2782 CITY OF RANCHO CUCAMONGA Sjq�� of PLANTING PLAN � 31.00��� OF- CA��F (SHRUBS & GROUNDCOVERS) BASELINE MEDIAN SCALE NOTE: TRACT 15875 THIS PLAN IS SHOWN AT 1"=20' APPROVED BY DATE: 0� CITY ENGINEER RCE N 24953 DESIGN RECED SS I T e c A P c Mkiesm-7,DRAWN Landscape ISM Y.. A~e.w..e.e }' Archifecture Sift 130 SHEET "im G M12 SEE SHEET L-22 FOR PLANTING NOTES. HD/MM/CB (9MPi�f370 F" 476-1432 • � L-37 OF 4s CHECKED RLA No.: 2782 DRAWING N0. 0 20' _40' RP Data: 0I File No.: 99-024 SHEET !-1—OF R_ NOTES: STORM DRAIN/UNDERGROUND 1. REMOVE NURSERY STAKES UTILITIES BCR r 2. STAKES TO BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDICULAR rTO PREVAILING WIND. N MIN. Z rSIDEWALK UTILITY v W J E ONE HALF OF POLE S.L. l )r v J�v REQUIREMENT SPACING v LIMIT OF PLANTER AREA S QQ��� CURB AND GUTTER-7METER 10' S' �k MIN.- MIN.' wl TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3" BERM TO FORM >)c \ \ LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN. \ TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW FLEXING OF THE TREE. BUT NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. SUPPORT OR ALLOW W SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE THE HEAD TO DROP. MAIN TRUNK FINISH GRADE (2) SETS OF CINCH TIES SPACED 24" w APART, ATTACH WITH GALVANIZED SIDEWALK n z SCREWS TO 8' LODGE POLES. AFH 0 DRIVE S.L. " 2" DIA. LODGE POLE PINE STAKES APPROACH0 ON �� 12 MAX' WITH WOOD PRESERVATIVE STAIN, Q DRIVE A MINIMUM OF 6" INTO CURB AND CUTTER--/' SNADKIESUOUTSIDEOIROOTDBPOSITION 5p 5' �I=III 11=III=1 i 1= ' -III-1 i III-I I-I `V`-�-�... - ARBOR GUARD IN TURF AREAS AND 10 10 EQu MIN. MIN. �c IN. MIN. FRONT YARDS. ( I ROOT BALL II=III—SII A UNDERGROUND TOP OF ROOTBALL TO EXTEND 2" —IIII�I STRUCTURE eg. ABOVE FINISH GRADE. I (______ =III— PLANT PIT TO BE (2) TIMES THE CATCH BASIN TIGHTLY COMPACTED 3" BERM TO FORM =I I I� I I=III=III=I ( I=I ( LII III=I i I: WIDTH OF THE ROOT BALL. TRANSFORMER VAULT. WATERING BASIN FOR RESIDENTIAL AND I (=III=III=III=I I (=III=III=I I :III= GROUND COVER INSTALLATIONS. LOCATE _ _ _ _ _ _ _ OUTSIDE OF PLANT PIT. BERMS IN TURF NOTES: AREAS TO BE REMOVED PRIOR TO CITY -I I I� I I-III—III—III-I I �I I I-I I * ACCEPTANCE. I I=1 11=I I I-I I-III-I -I II 1 . TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER —III—III-I I i-III—III—III— —) I I— NOTE: 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT —i i I 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL CRITERIA AS APPROVED BY TRAFFIC ENGINEER. — _ _ NATIVE BACKFILL WITH NO SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON ROCKS GREATER THAN 3" PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st — — DIAMETER. PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND I' —II UNDISTURBED NATIVE SOIL SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY ROOT BALL SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING OWNED WATER & SEWER LATERAL LINES. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. � �� NATIVE BACKFILL WITH No 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. ROCKS GREATER THAN 3" DIA. NOTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE —=I�lI=I I — OF ROOT BALL DO NOT CRACK ROOT BALL. OF PLDNT MA ESTIMATES LS. PLANT ONLY. UANTITIES INDICATED ON THE ENGINEERING DIVISION. _ I �—� -1-� I — 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY = _ NATIVE SOIL UNDISTURBED STANDARD PLANS. r� TWICE ROOT BALL WIDTH �l 1 TREE PLACEMENT 2 DOUBLE STAKED TREE - 5 GAL. - 24" BOX 3 CONTAINER PLANTING 4 SHRUB & GOUNDCOVER SPACING NOTES: 1. SLOPE IN TURF AREAS: a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% G''ROU/V� b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE �CQV PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. SURF 5 l M fR 4• OUTSIDE PUBLIC R.O.W. TO BE TIED AND REMAIN Tim W/ 2. SLOPES IN SHRUB/GROUND COVER AREAS: X. Mmak• TWINE (NOT NYLON CORD) UNTIL TWINE BREAKS a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTEDTURFSH _ IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED , RUB AND GROUND COVER 2% MIN1� TRIM FOR UNIFORMITY THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. — 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. WITHIN PUBLIC RIGHT—OF—WAY (SEE NOTES HEREON) Y Y z BACKFILL MIX PER NOTES. (75X SAND, 25X SITE SOIL) CD WATER BASIN UP 4" MIN. REMOVE AFTER MAINTENANCE PERIOD °W. GRAVEL SUMP x 36" DEEP N. FI 6 ALLOWABLE GRADES FILL W/ 3/4• DIA. CRUSHED ROCK. CONSULT W/ LANDSCAPE ARCHITECT & CITY INSPECTOR PT o NOTES: 0 LANDSCAPE ARCHITECT AND CITY INSPECTOR TO INSPECT PALMS AT SITE PRIOR TO INSTALLATION. NOTIFY AT LEAST 48 HOURS IN ADVANCE Q PALM SHALL BE TRIMMED, CLEANED AND TIED AT ORIGINAL LOCATION FOR ANDSCAp TRANSPORTATION TO SITE. �� �o w r o�y �,� DATE APPROVED: TRANSITIONAL ZONE OF COMPACTED h~ E� cy DESCRIPTION OF REVISION CITY MEDIUM TEXTURE SOIL ROOTBALL TO BE SQUARE CUT A MINIMUM OF TRUNK, AND MINIMUM 24" DEEP. PRIOR TO TRANSPLANTING, er ! 2782 24" ON EACH SIDE OF THE G� /-+ CITY O F RANCHO C U C A M O N G A 6 6 FRONDS ARE TO BE UNTIED. ROOTBALL SWAIMPLANTING DETAILS ALL PALM TREE HEIGHTS SHALL BE DETERMINED OR MEASURED FROM THE TOP OF FIELD DUG ff, M �IcitQ R00T CROWN TO BASE OF FIRST FROND 9�F ` � FO R ADJUST ROOTBALL CROWN HEIGHT TO ALLOW c FOR SETTUNG. OF CAI-\` DAYCREEK BOULEVARD TRACT 15875 APPROVED BY DATE: CITY ENGINEER RCE NO 24953 DESIGN RE ED SS ITC CAPE DRAWN Landscope »m w.Arftw smisme F' Architecture s"s• t30 SH EE i �.. CA s:e+z HD/MM/CB & Planning 6,aro,e .a,•,,,,,., User. P 2M L-380 F 46 (6M) 644-6370 FAX 476-1432 DRAWING N0. CHECKED RLA No.: 2782 D 5 PALM INSTALLATION f RP Date: 5/25/01 File No.: - ` 6 I L 99-024 SHEET F CITY OF RANCHO CUCAMONGA D. Brass Pipe and Fittings: 3. A 117 volt duplex box shall be provided with an On/Off switch, and a GENERAL CONDITIONS PLANTING AND IRRIGATION SPECIFICATION 1.05 SUBSTITUTIONS 1. Where indicated on the Drawings, use red brass screwed 117 volt receptacle. Metal conduit shall run from the 117 volt supply 2. The Contractor shall make neat and legible notations on g ' to the controller housing. All power within the housing shall be properly phased. A. CONTRACTOR DOCUMENTS: Shall consist of the record drawing progress sheets daily as the work A. If the Contractor wishes to substitute any equipment or pipe conforming to Federal Specification #WW-P-351. SPRINKLER IRRIGATION SPECIFICATIONS g P g Y 4. A terminal strip shall be provided, clearly indicating the proper points of connection specification and its general conditions and the proceeds, showing the work as actual] installed. For materials for the equipment or materials listed on the 2. Fittings shall be red brass conforming to Federal P g Y of all appropriate wiring (station valves, master valve, common, central control). drawings. The intent of these documents is to PART 1 - GENERAL example, should a piece of equipment be installed in a Drawings and Specifications, he may do so by providing Specification #WW-P-460. include all labor, materials, and services necessary location that does not match the plan, the Contractor must the following information to the City of Rancho E. Copper Pipe and Fittings: Q. Miscellaneous Irrigation Equipment: for the proper execution on the work. The documents 1.01 DESCRIPTION indicate that equipment has been relocated in a graphic Cucamonga for approval: 1. Pipe: Type K, hard tempered. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. are to be considered as one. Whatever is called for manner so as to match the original symbols as indicated in 1. Provide a statement indicating the reason for making the 2. Fittings: wrought copper, solder joint type. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. b an arts shall be as binding as if called for A. Scope of Work: Provide all labor, materials, y y P g the irrigation legend. The relocated equipment and substitution. Use a separate sheet of paper for each item o all arts. transportation, and services necessary to furnish and 3. Joints shall be soldered with silver solder, 45/o silver, I S P dimensions will then be transferred to the original record to be submitted. 0 0 0 PART 3 -EXECUTION install the Irrigation System as shown on the Drawings /o copper, 16/o zinc, 24/o cadmium, solidus at 1125 F, and described herein. drawing plan at the proper time. 2. Provide descriptive catalog literature, performance charts and li uidus at 1145° F. B. VERIFICATION: The Contractor shall verify 3. Before the date of the final observation, the Contractor and flow charts for each item to be substituted. q 3.01 OBSERVATION OF SITE CONDITIONS measurements on the drawings before beginning B. Standards: All work and materials shall comply with shall transfer all information from the "record drawing" 3. Provide the amount of cost savings if the substituted item F GateValves: work. In case of error or discrepancy in the governingcodes, safe orders standards and regulations, g is approved. 1. Ball Valves 12" and smaller A. All scaled dimensions are approximate. The Contractor shall check and verify all safety gu prints to a sepia mylar or similar mylar material. PP ( ) size dimensions and receive approval from the City of Rancho Cucamonga prior to drawings or specifications or in the work of and meet the minimum requirements of the Standard Arrangements shall be made through the cit for B. The Ci of Rancho Cucamonga shall have the sole a. Ball valves shall be a 125 lb SWP bronze valve with threaded g g g Y City g proceeding with work under this Section. others affecting his work, he shall notify the Specifications For Public Works Construction (Green obtainingsaid sepia lar or similar m lar material. All responsibility in accepting or rejecting an submittal item ends and shall be equipped with a stainless steel handle. City Inspector immediately. The Book latest edition. P my Y P ty P g � g y B. Exercise extreme care in excavating and working near existing utilities. The work shall be in waterproof India ink and applied to the as an approved equal to the equipment and materials listed b. Ball valves shall be Nibco T- 585-70-66 or approved equal. Contractor shall be responsible for damages to utilities which are caused by his Contractor shall be held responsible for any m lar b a technical en made expressly for use on m lar on the Drawings and Specifications. c. All Ball valves shall be installed per detail. damages or loss due to his failure to observe 1.02 QUALITY ASSURANCE & REQUIREMENTS Y y P P Y Y g P operations or neglect. Check existing utilities drawings for existing utility locations. material. Such pen shall be similar to those manufactured 1.06 GUARANTEE 2. Resilient Wedge Gate Valve (2" and larger) C. Coordinate installation of sprinkler materials including pipe, so there shall be no these instruction. b Ra ido h Kueffel & Esser, or Faber Castell. The a. Resilient Wedge Gate valves shall be epoxy coated interference with utilities or other construction or difficulty in planting trees A. Permits and Fees: The Contractor shall obtain and pay for y P gmP � � A. The guarantee for the irrigation system shall be made in h' P g dimensions shall be made as to be easily readable even on and equipped with a 2" operating nut. shrubs, and ground covers. C. MATERIALS, MACHINERY, EMPLOYEES: any and all permits and all observations as required. accordance with the attached form. The General the final controller chart (see Section C). The original Conditions and Supplementary Conditions of these b. Resilient Wedge Gate valves shall be No. 403 RT-RW as D. The Contractor shall carefully check all grades to satisfy himself that he may safely Except as otherwise noted, the Contractor shall B. Manufacturer's Directions: Manufacturer's directions and �� �� PP ry mylar record drawing plan shall be submitted to the City supplied by Watts or approved equal. proceed before starting work on the irrigation system. provide and pay for all materials, labor, tools, detailed drawings shall be followed in all cases where the Specifications shall be filed with the City prior to g g Y• g of Rancho Cucamonga for approval prior to the acceptance of the irrigation system c. All Resilient Wedge Gate valves shall be installed per detail. and other items necessary and incidental to the manufacturers of articles used in this Contract furnish P g Y 3.02 PREPARATION completion of the controller chart. G. Quick Coupling Valves: completion of his work. directions covering points not shown in the Drawings and B. A copy of the Guarantee form shall be included in the 4. The Contractor shall dimension from two (2) permanent I. Quick coupling valves shall have a brass, two-piece body designed for A. Physical layout: Specifications. operations and maintenance manual. D. SURVEYS, PERMITS REGULATIONS: points of reference, such as building corners, sidewalk working pressure of 150 P.S.T. 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, The Owner shall furnish an adequate survey Regulations: p g C. The guarantee form shall be re-typed onto the Contractor's 2. Quick coupling valve shall be operable with a ick coupler ke routing and location of sprinkler heads. C. Ordinances and Re lations: All local municipal and edges, road intersections etc., the location of the letterhead and shall contain the following information: P g P � p Y g P of the roe The Contractor shall obtain and state laws, and rules and regulations governing or relating following items: g Key size and type shall be as shown on the Drawings. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. property.�� B. Water Supply: a for all permits and comply with all laws to any portion of this work are hereby incorporated into a. Connection to existing water lines. PP Y: pay Pe P y GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: 1. The irrigation s stem shall be connected to water supply point(s) of connection and ordinances bearing on the operation or and made a part of these Specifications, and their b. Connection to existing electrical power. Y PP Y P ( ) We hereby guarantee that the irrigation system we have 1. Backflow prevention unit shall be of size and type indicated on the irrigation as indicated on the Drawings. conduct of the work as drawn and specified. If the provisions shall be carried out by the Contractor. c. Gate valves. g • furnished and installed is free from defects in materials drawings. Install backflow prevention units in accordance with the Drawings. 2. Connections shall be made at the approximate locations shown on the Contractor observes that a variance exists Anything contained in these Specifications shall not be d. Routing of sprinkler pressure lines (dimension max. PP location(s) therewith he shall promptly notify the construed to conflict with any of the above rules, 100' along routing). and workmanship, and the work has been completed in 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy Drawings. The Contractor is responsible for minor changes caused by actual regulations, or requirements of the same. However, when e. Sprinkler control valves. accordance with the Drawings and Specifications, with 60 mesh monel screen and shall be similar to Bailey #I OOB or approved equal. site conditions. City Inspector in writing and any necessary changes shall be adjusted as these Specifications and Drawings call for or describe f. Routing of control wiring and locations of all splice boxes. ordinary wear and tear, unusual abuse or neglect 3. All pressure main line piping between the point of connection and the backflow C. Electrical Supply: ll h t lace an agree to re We a . gpair or replace defects in prevener shall be installed as required by local code. The Contractor shall verify 1. Electrical connections for an provided in the contract for changes in the work. materials, workmanship, or construction of abetter g. Quick coupling valves. exceptedy and all automatic controllers shall be made to material or workmanship which may develop during the with the local governing body as to material type and installation procedures prior electrical point(s) of connection as indicated on the Drawings. quality, higher standard, or larger size than is required by h. Stub-outs for future connections. p ( ) period of one year from date of acceptance and also to to start of construction. Submit shop drawing for approval. 2. Connections shall be made at the approximate locations shown on the Drawings. E. PROTECTION' OF WORK, PROPERTY AND PERSON: the above rules and regulations, the provisions of these i. Other related equipment as directed by the City of PP O g,. Specifications and Drawings shall take precedence. Rancho Cucamonga. repair or or replacing cing of such defects at no additional costs to the replace any damage resulting from the repairing I. Check Valves: The Contractor is responsible for minor changes cause by actual site conditions. The Contractor shall adequately protect the work, adjacent property, and the public, and shall beD. Explanation of Drawings: City. We shall make such repairs or replacements within 5. On or before the date of the final field observation, the 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction 3.03 INSTALLATION responsible for any damages or injury due to his act. Contractor shall deliver the corrected and completed with replaceable composition' neoprene' or rubber disc and shall meet or exceed A. Trenching: a reasonable time, as determined by the City, after receipt g: I. Due to the Scale of the Drawings, it is not possible to sepias to the City of Rancho Cucamonga. Delivery of Federal Specification WW-V--51D, Class A, Type IV. 1. Di trenches straight and support pipe continuous) on bottom of trench. indicate all offsets, fitting, sleeves, etc., which may be the sepias will not relieve the Contractor of the of written notice. In the event of our failure to make such g g PP p p y F. CHANGES IN THE WORK: The City Inspector may g' Y P repairs or replacements within a reasonable time after 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread Lay pipe to an even grade. Trenching excavation shall follow layout indicated order changes in the work, and the contract sum being required. The Contractor shall carefully investigate the responsibility of furnishing required information that may receipt of written notice from the City, we authorize the inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve on the Drawings and as noted. adjusted accordingly. All such orders and adjustments structural and finished conditions affecting all of his work be omitted from the prints. shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve � g y' � City to proceed to have said repairs or replacements made � g 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation plus claims by the Contractor for extras must be and plan his work accordingly, furnished such fittings, C. Controller Charts: shall be similar to the Valcon "ADV" or approved equal. lines installed under paving or hardsca in etc., as may be required to meet such conditions. at our expense and we will pay the costs and charges P g P g• made in writing before executing the work involved. 1. As-builts drawings shall be approved by the City of therefore upon demand. J. Control Wiring: 3. Provide for a minimum of twenty-four (24) inches cover for all pressure Drawings are generally diagrammatic and indicative of the Rancho Cucamonga before controller charts are prepared. 1. Except as noted otherwise, connections between the automatic controllers and the supply lines of three (3) inches or larger in diameter. G. CORRECTION OF WORK: The Contractor shall work to be installed. The work shall be installed in such a PROJECT: DAYCREEK -TF�G? 15b7 5 manner as to avoid conflicts between the irrigation 2. Provide one controller chart for each controller sequence. electric control valves shall be made with direct burial copper wire AWG-U.F. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply e re-execute any work that falls to conform to thesystem, planting and architectural features. 3. The chart shall show the area controlled b the automatic LOCATION:BETWEEN HIGHLAND AVE./BASELINE RD. 600 volt. Control wiring installed in control wire conduit within structure shall be lines of two and one half(22 ) inches or smaller requirements of the contract and shall remedy defects due P g Y made with AWG-TW solid copper wire. Pilot wires shall be a different color wire 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. to fault materials or workmanship upon written notice 2. All work called for on the Drawings b notes or details controller and shall be the maximum size which the Y P P g y controller door will allow. SIGNED: for each automatic controller. Common wires shall be white with a different color 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. from the City Inspector for a period of one hundred eighty such be furnished and installed whether or not specifically stripe for each automatic controller. Install in accordance with valve manufacturer's 7. Refer to City Standard 120 "Trench Repair" when within City streets (180) days from the date of completion of the contract. mentioned in the specifications. 4. The chart is to be a reduced drawing of the actual installed specifications and wire chart. In no case shall wire size be less than #14. susceptible to traffic loads. system. However, in the event the controller sequence is ADDRESSED: 3. The Contractor shall not willfully install the irrigation Y � q 2. Wiring shall occupy the same trench and shall be installed along the same route as B. Backfilling: H. CLARIFICATION OF DRAWINGS system as shown on the Drawings when it is obvious in not legible when the drawing is reduced, it shall be PHONE: DATE OF ACCEPTANCE: pressure supply or lateral lines wherever possible. 1. The trenches shall not be backfilled until all required tests are performed. BEFORE BIDDING: the field that obstructions, grade differences, or enlarged to a size that will be readable when reduced. - 3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together Trenches shall be carefully backfilled with the excavated materials approved After reviewing the drawings thoroughly it is the discrepancies in area dimensions exist that might not have 5. The chart shall be a black line or blueline ozalid print and PART 2 - PRODUCTS at intervals of fifteen (15) feet. for backfilling, consisting of earth, loam, sandy clay, sand, or other approved Contractor's responsibility to clarify with the City been considered in engineering. Such obstructions or a different color shall be used to indicate the area of 4. An expansion curl shall be provided within three (3) feet of each wire connection. materials, free from large clods of earth or stones. Backfill shall be mechanically Inspector any questions the Contractor may have differences should be brought to the attention of the City coverage for each station. 2.01 MATERIALS Expansion curl shall be of sufficient length at each splice connection at each electric compacted in landscaped areas to a dry density equal to adjacent undisturbed regarding the method of construction, quantities, or of Rancho Cucamonga. In the event this notification is A. General: Use only new materials of brands and es noted control valve, so that in case of repair, the valve bonnet may be brought to the surface soil in planting areas. Backfill will conform to adjacent grades without dips, quality of materials included or called out. If the 6. When completed and approved, the chart shall be Y tyP not performed the Contractor shall assume full hermetical) sealed between two pieces of plastic, each on drawings, specified herein, or approvedequals. without disconnecting the control wires. Control wires shall be laid loosely in trench sunken areas, humps or other surface irregularities. Contractor can not contact the City Inspector, responsibility for any revision necessary. Y P P without stress or stretching wire conductors. 2. A fine granular material backfill will be initially placed on all lines. No the Contractor must qualify his bid or accept the piece being a minimum 20 mils. B. PVC Pressure Main Line Pipe and Fittings: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, Rainbird foreign matter larger than one-half(2) inch in size will be permitted in the interpretation of the City Inspector on the 1.03 SUBMITTALS 7. These charts shall be completed and approved prior to the 1. Pressure main line piping for sizes 2" and larger shall be Snap-Tile wire connectors., or approved equal. Make only one splice with each initial backfill. questionable areas as they develop during construction. A. Material list: final field observation of the irrigation system. PVC Class 315. connector sealing pack. 3. Flooding of trenches will be permitted only with approval of the City of Rancho 1. The Contractor shall furnish the articles, equipment, Op 2. Class 315 pipe shall be made from an NSF approved Type 1, 6. Fields splices between the automatic controller and electric control valves will not be Cucamonga. D. enation and Maintenance Manuals: p � I. SAMPLES: The City Inspector reserves Garde !, PVC compound conforming to ASTM resin allowed without prior approval of the Ci of Rancho Cucamonga. 4. If settlement occurs and subsequent adjustments inpipe, the riht to take and anal ze sam les of materials materials, or processes specified by name in the Drawings 1. Prepare and deliver to the City of Rancho Cucamonga P PP ty g • q j sar valves, sprinkler g y P and Specifications. No substitution will be allowed within ten calendar days prior to completion of specification D1784. All pope must meet requirements asset K. Automatic Controller: heads, lawn, planting, or other construction are necessary, the Contractor for conformity to specifications at any time. The without prior written approval b the Ci of Rancho forth in Federal Specification PS-22-70, with an appropriate 1. Automatic controller(s)s shall be of size and a shown on the Drawings. shall make all required adjustments without cost to the City. Contractor shall furnish samples upon request P pp Y City construction, two hard-cover, three ring binders containing � ) type g P P q standard dimension S.D.R. Solvent-weld Pipe). 2. Final location of automatic controller(s)s shall be roved b the Ci of Rancho Cucamonga. the following information: ( ) ( � ) approved y �' C. Trenching and Backfill Under Paving: by the City Inspector. Rejected materials „ 2. Complete material list shall be submitted prior to 3. Pressure main line piping for sizes 1-1/2 and smaller shall be Cucamonga. shall be immediately removed from the site and P P a. Index sheet which states Contractor's name, address, 1. Trenches located under areas where paving, asphaltic concrete, or concrete erformin an work. Material list shall include the PVC Schedule 40 with solvent welded joints. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each replaced at the Contractor's expense. The cost of P g y and telephone number, and which lists each installed will be installed, shall be backfilled with sand (a layer four(4) inches below manufacturer, model number, and description of all equipment and material item including names and addresses 4. Schedule 40 pipe shall be made from NSF approved Type 1, automatic controller location is to be furnished by others. The final electrical the pipe and six 6 inches above the pipe) and compacted in layers ° testing materials not meeting specifications shall beg P P ( ) P•P ) p y s to 95/o materials and equipment to be used. Although Grade 1 PVC compound conforming to ASTM resin hook-up shall be the responsibility of the Contractor. paid by the Contractor. g of manufactures local representatives. P g compaction, using manual or mechanical tamping devices. Trenches for manufacturer and other information may be different, the b. Catalog and parts sheets on every material and equipment specification D1785. All pipe must meet requirements asset L. Electric Control Valves: piping shall be compacted to equal the compaction of the existing adjacent J. PRE-CONSTRUCTION CONFERENCE: following is a guide to proper submittal format: item installed under this Contract. forth in Federal Specification PS-21-7 1. All electric control valves shall be the same size and type shown on the Drawings. undisturbed soil and shall be left in a firm unyielding condition. All Schedule a pre-construction meeting with the Item No. Description Manufacturer Model No. c. Guarantee statement. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF 2. All electric control valves shall have a manual flow adjustment. trenches shall be left flush with the adjoining grade. The Contractor shall City Inspector at least seven (7) days d. Complete operating and maintenance instructions on approved conforming to ASTM test procedure D2466. 3. Provide and install one control valve box for each electric control valve. set in place, cap and pressure test all piping under paving prior to the paving work. 1 Backflow Preventer Febco 825-Y-BV all majorequipment. 2. General] piping under existing walks is done b Jacking, g, before beginning work. The purchase of this J6. Solvent cement and primer for PVC solvent-weld pipe abd M. Control Valve Boxes: Y� P P g g y j g, borin or 2 Automatic Controller Calsense ET1-24 -DR hydraulic driving, y g g conference is to review any questions the - 2. In addition to the above mentioned maintenance manuals, fittings shall be of type and installation methods prescribed by 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-12B with Y g, but where an cutting or breaking of sidewalks and/or 3 Master Valve Superior 3100 RCV concrete is necessary, it shall be done and replaced b the Contractor as a Contractor may have regarding, the work, provide the City's maintenance personnel with instructions the manufacturer. green bolt-down cover or approved equal. Extension sleeve shall be PVC with D'° P Y 4 Etc. Etc. Etc. art of the Contract cost. Permission to cut or break sidewalks and/or administrative procedures during construction for major equipment and show evidence in writing to the minimum size of six 6 inches. P Irrigation submittal must be specific and complete. All 7. All PVC pipe must bear the following markings: ( ) and project work schedule. g P P City of Rancho Cucamonga at the conclusion of the a. Manufacturer's name 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic items must by listed and should include solvent, primer, that this service has been rendered. driving will be permitted under concrete paving. project b. Nominal pipe size Carson Industries # 1419-12B with green bolt-down cover or approved equal. wire, connectors, valve, boxes, etc. No copies of P P 3. Refer to City Standard 120 "Trench Repair" when within City streets E. Equipment to be Furnished: c. Schedule or class 3. Use 6 diameter x 8-3/4 deep round plastic valve box for all quick coupling valves. manufacturers literature (catalog cuts) are required as susceptible to traffic loads. submittal information. 1. Supply as a part of this contract the following tools: d. Pressure rating in P.S.I. Carson Industries # 608-12 with green flex-lock cover or approved equal. a. Two (2) sets of special tools required for removing, e. NSF (National Sanitation Foundation) approval 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within 3. Equipment or materials installed or furnished without disassembling and adjusting each type of sprinkler and f. Date of extrusion on-grade landscaped areas. Carson Industries # 1419-12B with green bolt-down prior approval of the City of Rancho Cucamonga may be valve supplied on this project. 8. All fittings shall bear the manufacturer's name or trademark, cover or approved equal. rejected and the Contractor may be required to remove 5. Use 10 x 10-1/4 round box for all quick coupling valves installed within v �j%DSC� a CITY b. Two (2) four-foot valve keys for operation of gate valves. material designation, size, applicable I.P.S. schedule and NSF E 1, Pot 4 DESCRIPTION OF REVISION DATE such materials from the site at his own expense. c. Two 2 keys for each automatic controller. on-structure landscaped areas. Carson Industries No. 910-12B with green .% ��o y� �0 APPROVED: O Y seal of approval. ��� 2782 °s e 4. Approval of any item, alternative or substitute indicates bolt-down cover or approved equal. ! CITY 0 I RANCHO C U C A M 0 N G A d. One (1) quick coupler key and matching hose swivel for � only that the product or products apparently meet the eve five 5 or fraction thereof of each a of quick C. PVC Non-Pressure Lateral Line Piping: every O type q N. Sprinkler Heads: requirements of the Drawings and Specifications on the coupling valve installed. 1. Non-pressure buried lateral line piping shall be PVC basis of the information or samples submitted. 2. The above mentioned equipment shall be turned over to the Schedule 40 with solvent-weld joints when installed in 1. All sprinkler heads shall be of the same size, type, and deliver the same 91101 5. Manufacturer's warranties shall not relieve the Contractor City at the conclusion of the project. Before final observation planting areas. rate of precipitation with the diameter(or radius) of throw, pressure, and sX U b ��Q SPECIFICATIONS of his liability under the guarantee. Such warranties shall can occur, evidence that the City has received material must 2. Non-pressure lateral line piping installed under paved discharge as shown on the Drawings and/or specified in these special provisio W only supplement the guarantee. be shown to the City of Rancho Cucamonga. areas shall be PVC Schedule 40 with solvent welded 2. Spray heads shall have a screw adjustment. OF CAL��� B. RECORD DRAWINGS: joints. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. DAYC R EEK BOULEVARD 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the 1. The Contractor shall provide and keep up-to-date a 3. Pipe shall be made from NSF approved, Type I, Grade II P Y TRACT 15875 P eP P sprinkler body. complete record set of blueline ozalid prints which shall A. Handling of PVC pipe and fittings: The Contractor is PVC compound conforming to ASTM resin specification 5. All sprinkler heads of the same type shall be the same manufacturer. be corrected daily, showing every change from the cautioned to exercise care in handling, loading, unloading, D1784. All pipe must meet requirements set forth in O. Sleeving: APPROVED BY DATE' original Drawings and Specifications and the exact and storing PVC pipe and fittings. All PVC pipe shall be Federal Specification PS-22-70 with an appropriate CITY ENGINEER RCE NO 24905 3 installed locations, sizes, and kinds of equipment. Prints transported in a vehicle which allows the length of pipe to standard dimension ratio. 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring DESIGN lie flat so as not to subject it to under bendingor a 4. Except as noted in paragraphs 1, 2, and 3 of this section shall be Schedule 40 P.V.C. or approved equal. RECO N D for this purpose may be obtained from the City of Rancho � P P gmP P. Vandal Resistant Controller Enclosure: SS � 1 T [ � C �► P e � Cucamonga at cost. This set of drawings shall be kept on concentrated external load at any point. Any section of (2.01 B), all requirements for non-pressure lateral line pipe _ g g P Landscape 1/762 w« A"hur bvNvmd the site and shall be used only as a record set. pipe that has been dented or damaged will be discarded, and fittings shall be the same as for solvent-weld pressure 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and DRAWN ,` % Architecture s'"' 10 SHEET Nvfi.. CA 92612 and if installed, shall be replaced with new piping. main line pipe and fittings as set forth in section 2.01B of Irrigation Detail sheet. HD/MM/CB & Planning „a+,,d Polhom . ,,..,.. , 2„: L-39 OF 46 the Specifications. 2. A backboard shall be secured to the controller enclosure housing to provide a base (Us) "`-•3n FAX 476-1432 for mounting the automatic sprinkler controller and terminal strip. CHECKED DRAWING NO. RLA No.: 2782 I RP Date: 5/25/01 File No.: 99-024 SHEET OF D. Assemblies: C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for 5. All hydrostatic tests shall be made only in the presence of the General Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". shall furnish the Landscape Contractor and Landscape Architect and City data to 1. Routing of sprinkler irrigation lines as indicated on the Drawings is Contractor and the Ci of Rancho Cucamonga. No pipe shall be backfilled all temporary utilities such as water, electrical power and gas as required by him City g P P Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" demonstrate the compatibility of the weed control materials and methods with diagrammatic. Install lines (and various assemblies) in such a manner as to until it has been observed, tested, and approved in writing. for the construction of the project. Temporary services shall be coordinated with PP g to 6 the following for each 1,000 square feet of planting area: the intended planting and seed varieties present. conform with the details in the Drawings. 6. Furnish necessaryforce um and all other test equipment. the City and other contractors on the job site. pump4 cubic yards of nitrolized Redwood or Fir shaving or equal. 6.04 Responsibility and Coordination: 2. Install NO multiple assemblies in plastic lines. Provide each assembly with 7. When the irrigation system is completed, D. Survey, Reference Points, and Elevations: The Contractor is responsible for g y p perform a coverage test in the 200 lbs. of Gro-Power or approved equal. A. Landscape Contractor is responsible for the erection of all signs and barriers its own outlet. presence of the Ci of Rancho Cucamonga to determine if the water establishing all surveys, reference points and elevations required by him, and P h' g The above soil conditioning are minimal qualities only and should be used only for required to prevent intrusion into the treated areas and to notify the public. 3. Install all assemblies specified herein in accordance with respective detail. coverage for planting areas is complete and adequate. Furnish all materials shown on plans for proper execution of site construction. In absence of detail drawings or Specifications pertaining to specific items g P g P q E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours bidding purpose, because soil conditions may change drastically from the time these B. No material or methods shall affect the landscape planting or hydroseed g P P g P and perform all work required to correct any inadequacies of coverage due specifications were developed to the time the actual soil conditioning take place. germination. No material or method shall render the job site unusable for more required to complete work, perform such work in accordance with best required by him for the construction of the project. All temporary traffic barriers to deviations from the Drawings, or where the system has been willfully Therefore, the Contractor shall obtain his own soils analysis at a rate of one per than 10 days from date of application. standard practice with prior approval of City of Rancho Cucamonga. installed as indicated on the Drawings when it is obviously inadequate, and detours shall conform to all conditions required by the City or governing 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture authorities. every 25,000 square feet of planted area. These soil tests shall be conducted by an 6.05 Non-Selective Herbicides: without bringing this to the attention of the City of Rancho Cucamonga. approved Agronomic soils testing laboratory approved by the project Landscape Non-selective contact herbicide and/or non-selective systemic herbicides (as before installation. Installation and solvent welding methods shall be as This test shall be accomplished before an ground cover is planted. 1.05 Defective and Unauthorized Work: P Y � P Architect and City. Copies of the soil test to be provided during the Pre-construction recommended by the Pest Control Advisor) recommended by the pipe and fitting manufacturer. 8. Upon completion of each phase of work the entire system shall be tested All work which is determined by inspection to be defective in its construction or P P P � y job conference. 6.06 Selective Herbicides: 5. On PVC to metal connections, the Contractor shall work the metal deficient in any of the requirements of the plans and specifications, shall be remedied and adjusted to meet site requirements.� q 3.05 Finish Grading: Selective pre-emergent herbicides compatible with seed mixtures (as recommended connections first. Teflon tape or approved equal, shall be used on all or removed, and replaced by the Contractor at his own expense in a manner acceptable threaded PVC to PVC, and on all threaded PVC to metal joints. Light 3.07 MAINTENANCE to the Landscape Architect and City. After rototilling operations are complete, grade areas to establish finish grades by the Pest Contra] Advisor)t wrench pressure is all that is required. Where threaded PVC connections A. The entire irrigation system shall be under full automatic operation for a period of 1.06 Inspections: for planting. All flow lines shall be maintained and proper tolerances shall be 6.07 Weed Eradication: are required, use threaded PVC adapters into which the pipe may be solvent welded. seven (7) days prior to any planting. The Contractor shall arrange for inspections by notifying the Landscape Architect, met after settlement at the end of the project maintenance period. If in the opinion of the Pest Control Advisor, perennial grasses and weeds E. Line Clearance: B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. City and governing authorities, 24 hours prior to time of inspection, unless Finish grading shall leave surface of the ground uniformly smooth and free of existing in the planting areas will require control prior to removal, spray these 1. All lines shall have a minimum clearance of six (6) inches from each other 3.08 CLEAN-UP otherwise noted. Inspections shall be as listed below, but not necessarily in this abrupt grade change. areas per Pest Control Advisor's recommendations. 3 and twelve (12) inches from lines of other trades, with the exception of the Clean-up shall be made as each portion of work progresses. Refuse and excess dirt order. Only the inspection pertaining to the project scope of work will apply: .06 Coordination: A. Prior to the installation r the irrigation system remove and clear all weeds and Wt control wire sleeves) which shall be installed adjacent to pressure supply shall be removed from the site, all walks and paving shall be bloomed or washed down, Rough Grading. Weed abatement work shall be coordinated with the installation of the irrigation deleterious materials from planting areas. line. Parallel lines shall not be installed directly over one another. and any damage sustained on the work of others shall be repaired to its original condition. Drain Lines and Catch Basins. system rototilling and soil amendment work, and planting. (See Weed Abatement Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of F. Automatic Controller Assembly: 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE Irrigations (main line pressure, coverage & system operations test). section). V - 2" below the surface of the soil. Physically remove all weeds from the site. Install as per manufacturer's instructions. Remote control valves shall be connected to A. The Contractor shall operate each system in its entirety for the City of Rancho Soil Preparation and Finish Grading. PART 4 - TREES AND SHRUBS PART 7 - LANDSCAPE MAINTENANCE controller in numerical sequence as shown on the Drawings. Plant Material (delivery & placement). Cucamonga at time of final observation. Any items deemed not acceptable by the 4.01 Scope of Work: 7.01 Scope of Work: G. High Voltage Wiring for Automatic Controller: Substantial Completion Inspection (at completion of landscape 1. 120 volt power connection to the automatic controller shall be provided by City of Rancho Cucamonga shall be reworked to the complete satisfaction of the improvements) - 7 Days. Provide all material, equipment, and labor necessary to install all trees and shrubs Provide all materials, labor and equipment necessary for, or incidental to, City of Rancho Cucamonga. as shown on plans, as reasonably implied and as delineated in the specifications. performing all maintenance requirements as reasonably implied or as delineated in the Contractor. Inspection (after maintenance -Final Inspp7 days. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the 4.02 Products the specifications including, but not limited to the following: 2. All electrical work shall conform to local codes, ordinances, and union City has received all accessories, charts,record drawings, and equipment as required The contractor shall arrange a Preconstruction job conference with the Landscape A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Maintain all plants and planted areas. authorities having jurisdiction. before final site observation can occur. Architect and City a minimum of seven (7) days prior to the beginning work. Names" established by the American Joint Committee on Horticulture. Except for Keep planted areas free of weeds and debris. H. Remote Control Valves: 1.07 Guaranties: names covered therein the established custom of the nursery is followed. Prune trees and shrubs. 3.10 SITE OBSERVATION SCHEDULE � �Y 1. Install where shown on the Drawings. Where grouped together, allow at A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be B. Condition - Plants shall be symmetrical, typical for variety and species, sound, Fertilized all plants and planted areas. least twelve (12) inches between adjacent valve boxes. Install each remote A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in guaranteed from date of final acceptance of landscape construction for periods healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have Irrigation. control valve in a separate valve box. advance for the following observation meetings, according to the time indicated: as follows: healthy, normal root systems, well-filling their container, buy not to the point of Insecticide spraying. I. Flushing of System: 1. Pre-Job Conference - 7 days Trees 24" box & larger 1 year being root bound. Plants shall not be pruned at anytime, and in no case shall trees 7.02 Fertilizers: 1. After all new sprinkler pipe lines and risers are in place and connected, all 2. Pressure supply line installation- 24 hours Trees 15 gal. & smaller 1 year be topped. necessary diversion work has been completed, and prior to installation of sprinkler 3. Lateral line and sprinkler installation - 24 hours Shrubs All sizes 120 days PP A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 heads, the control valves shall be opened and full head of water used to flush 4. Automatic controller installation - 24 hours Ground Cover 120 days C. Trees and shrubs shall be growing at a recognized nursery in accordance with good Gro-Power Controlled Release Nitrogen, as designated herein, or approved horticulture practices and shall be of the size and caliper normally associated with substitute as required by the Agronomic soils report. Available from Gro Power out the system. 5. Control wire installation - 24 hours Bedding Plant 120 days the container sizespecified on plans. Removal of all tags, labels nursery stakes and (909) 393-3744. 2. Sprinkler heads shall be installed only after flushing of the system has been 6. Pressure supply line and lateral line testing-48 hours Lawn (sod) 120 days ties from all plant material prohibited until the approval of the Landscape Architect or City. B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and accomplished to the complete satisfaction of the city of Rancho Cucamonga. 7. Coverage test - 48 hours Lawn (seed) 120 days from first mowing D. All plant material delivered to the site showing signs of damage or disease or is 24% sulfur and shall be registered as an agricultural miner, with the State J. Sprinkler Heads: 8. Final observation - 7 days Guarantees begin after the project acceptance by City and at the end of the 180-day insufficient in size to carry out the intent of the planting plan will not accepted and Department of A 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to B. When observations have been conducted other than the City of Rancho Cucamonga, maintenance period. Landscape Contractor shall replace and plant all materials which P g P eP p Agriculture in compliance with Article 2 - "Fertilizer Materials," will be replaced at Contractor's expense. Section 1030 of the Agricultural Code.g be installed in this work shall be equivalent in all respects to those itemized. show evidence in writing of when and by whom these observations were made. have died within the time span stated above, at no cost and within 5 days from receiving E. Sizes of Plants - Shall be as stated on the Plan. Container stock (I--gallon, 5-gallon, 7.03 General: 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. C. No site observations will commence without As-Built record drawings. The written notice from the Landscape Architect or City. If dead material is not replaced g and In no case shall the spacing exceed the maximum recommended by the contractor shall not call for a site visit without "As-Built" record drawings, without and planted within the 5 day period, City may replace dead material with new material not over two (2) years. Maintain all plants and planted areas on a continuous basis as they are installed manufacturer. completing previously noted corrections, or without preparing the system for said visit. and charge the Landscape Contractor for all expenses incurred. F. Substitutions - Substitutions for indicated plant material will be permitted provided during the progress of the work, and continue to maintain them until final B. Construction Materials: The contractor shall guarantee all workmanship and the substitute materials are approved in advance by the City, and are made at no acceptance of total project. Replace any dead or dying plants as directed by the 3.04 TEMPORARY REPAIRS CONCRETE SPECIFICATIONS materials for all site development, for a period of one year from date of final additional cost to the City. Except for authorized variations, all substitute plant Landscape Architect and City representative. project.acceptance of p . The City reserves the right to make temporary repairs as necessary to keep the sprinkler PART 1 GENERAL materials shall conform to the requirements of these specifications. A. Irrigation: Operate irrigation system on an established program to maintain all 1.08 Material and Labor Releases: system equipment in operating condition. The exercise of this right by the City shall not 1.01 Description Ute completion of the work, the Contractor shall resent to the Ci signed copies G. Plants Not Approved - Plants not approved are to be removed from site immediately plants and planted areas in a healthy condition. Irrigation system run-off shall be relieve the Contractor of his responsibilities under the terms of the guarantee as herein For concrete information refer to the Standard Specifications for Public Works P P P City, P and replaced with suitable plants. The City reserves the right to reject entire lots of kept to a minimum. Damage to irrigation system resulting from maintenance and specified. of all labor and materials releases for all work performed under Site Development. plants represented by defected samples. equipment and/or maintenance personnel, shall be restored to its original condition P Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer 1.09 Disposal and Clean-up: H. Stake all trees, as per details immediately after planting to prevent wind damage. at no cost to the City. Failure of any part of the irrigation system shall be brought to Sections 4, 201, 303, and 400, as well as any other sections related to the Remove all waste materials (including excavated material classified as 3.05 EXISTING TREES installation, per and post installation of concrete work, materials, labor, and I. Plant trees that are to be located in lawn or ground cover areas after finish grades to the attention of the City. No repairs other than emergency repairs shall be unacceptable soil material) trash and debris generated or encountered during the Where it is necessary to excavate adjacent to existing trees, the Contractor shall use clean-up. The Standard Specifications for Public Works Construction is available from: are first established and allow at least 7 calendar days prior to installation of said accomplished without written permission from the City. course of landscape construction, and legally dispose of it. During the course of all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) BI BuildingNews lawns or ground cover to provide for thorough watering of trees. All planting holes B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in the work, remove surplus materials from the site and leave premises in a neat shall be excavated as defined on appropriate details. at intervals not to exceed 10 calendar days. 3055 Overland Avenue and clean condition. Clean up and remove all remaining debris and surplus diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall 4.03 Soil Amendments: The Contractor may elect to remove such concentrations of weeds manually or by Los Angeles, CA 90034 Y be heavilywrapped with burls to prevent scarring or excessive Where a g materials upon completion of work, leaving the premises neat and clean. pp P P g drying. (310) 202-7775 Soil amendments shall be as recommended in the Agronomic soils report an approved herbicide program. ditchingmachine is run close to trees having roots smaller than two 2 inches in The site shall be cleaned upon the request of the inspector. C. Pest Control: Spray all Tants and planted areas at beginning of maintenance g ( ) 1.02 Scope 4.04 Trees Stakes: p y p P >n g diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean Furnish and install all concrete work complete as indicated on the drawings or as PART 2 - EXECUTION Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for program and as may become necessary thereafter by an approved method of pest cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats specified, including,but not limited to the following: 2.01 Protection: further information. control, to keep all plants and planted areas free of insects and disease. Method of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four(24) Kee all plant material delivered to site in a health condition for planting. Plants shall be reviewed by the City prior to any applications. Pest Control shall include hours; and where this is not possible, the side of the trench adjacent to the tree shall be A. Furnish and set all reinforcing steel, bolts, and anchors. P P Y P g PART 5 - GROUND COVER AND BEDDING PLANTS B. Install all items required b other trades which are to be cast into concrete. shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, Gopher control. kept shaded with burlap or canvas. q Y 5.01 Scope of Work: D. Pruning: Prune all plants as designated and directed b Landscape C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where in most earth or other suitable material until planting. Balled and burlapped plants g� P � y p Architect, at Provide all materials and equipment and perform all work necessary for and start of maintenance program and continue to rune plants as directed or as may 3.06 FIELD QUALITY CONTROL applicable. shall have root ball covered with moist sawdust, wood chips or other suitable P 8r' P P Y PP incidental to installing all ground cover and bedding plants, as shown on plans, as become necessary until the end of the maintenance program. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use 1.03 Protection material until planting. ry p gr reasonably implied or delineated in the specifications. Remove trash week) Ede ground cover to keep in bounds and trim to growth all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) All finished concrete work shall be barricaded to pedestrian traffic for three 3 days. 2.02 Installation: Y• g g' p p P ( ) Y 5.02 Bedding Plants: as necessary to achieve and overall even appearance. Exterminate inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in Barricade shall be laced imediatel after concrete finishing. Contractor shall furnish, Detailed layout of plants within the planting areas shall be perfoirned by Contractor rY pP gophers and P Y g and approved b the Landscape Architect and Ci nor to planting. Perennials and Annuals: Provide healthy container grown plants from a moles; repair damage. diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall lace and remove all of his own barricades. Contractor shall be responsible for an PP y P �'P P g' recognized nursery, and of the species and variety shown on plans. P P Y reco ized be heavilywrapped with burls to prevent scarring or excessive d Where a Soil excavated from planting holes shall be amended to backfill around trees and PP P P g fig• damage to new construction and replacement or repair of the work shall be made 5.03 Ground Cover: PART 8 -ACCEPTANCE OF PROJECT ditching machine is run close to trees having roots smaller than two (2) inches in without added cost to the Ci shrubs using the following mixture: City. Ground Cover: Provide ground cover of the species shown on plans. Ground 8.01 General: diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean 1.04 Clean-upNative, On-Site Soil with rock no greater than 3" in diameter GPPlus, 5-3-1 15 lbs/c cover shall be established and well rooted in flats or similar containers. Upon completion of installation, a maintenance period of a minimum of 180 days Gro cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats Upon completion of all concrete work and before final acceptance, the Contractor y 5.04 Mulch: for all landscaped areas is required prior to final acceptance of the work by the City. of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four(24) shall remove all tools, surplus materials, apparatus, debris, etc. from the site and the Iron Sulfate 2 lbs/cy Mulch: Shall be of compacted wood chip fiber. The Commencement date for the maintenance period shall commence upon written hours; and where this is not possible, the side of the trench adjacent to the tree shall be site shall be left in a clean, neat condition acceptable to the Ci (To be used for bidding purposes only, verify with Agronomic Soils Test.) P P eP City. 5.05 Coordination: approval for all phases of planting installation by the City Public Works Inspector. kept shaded with burls or canvas. After backfilling, construct a 3 earthen berm to form watering basin around each P P A. Do not have plants delivered to the job site until site conditions are ready for planting. Maintenance period shall be adequate to verify plant characteristics and establishment. PLANTING SPECIFICATIONS plant, to allow thorough water-in and establishment. If planting is delayed, keep plant roots moist and place in a sheltered location A. Two inspections shall be made that affect the establishment period: The first after all A. Adjustment of the System: Prior to installation of turf and ground cover, remove water basins from around protected from the sun, wind and other damaging PART 1 - GENERAL p g g elements. plantings have been completely installed in order to approve the beginning of the 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance trees and shrubs. Berms in turf areas to be removed prior to City acceptance. B. Soil preparation and fine din shall be completed and trees and establishment period, and the second at the end of the establishment eriod. If and to prevent overspray onto walks, roadways, and buildings as much as possible. 1.01 Scope of Work: P P grading P p p Contractor shall provide all materials, labor and equipment incidental to and shrubs installed prior to bedding plants and ground cover planting. plantings are not acceptable at the end of the 180 day period, due to defective 2. if it is determined that adjustments in the irrigation equipment will provide PPART 3 - SOIL PREPARATION AND FINISH GRADING 5.06 Installation: necessary for completing all work, as indicated on the drawings, as reasonablymaintenance, then continue establishment until all work meets with the proper and more adequate coverage, the Contractor shall make such adjustments , P g g ' 3.01 Scope of Work: Plant ground cover and bedding plants in moist soil and ace as indicated on Specifications and can be approved. prior to planting. Adjustments may also include changes in nozzle sizes and implied, or as delineated in the Specifications as follows. Tn• g P P p pp P P g Y g 1.02 Standards: A. Provide all materials and equipment, and perform all work necessary for and plans.Each plant shall be planted with its proportionate amount of soil so as B. At termination of establishment period all plant material shall be live, healthy, degrees of arc as required. incidental to the soil preparation and finish grading of all planting and lawn areas as to minimize root disturbance. Soil moisture shall be such that soil does not crumble undamaged, and free of infestation. Inferior plantings shall be replaced and 3. Loweringraised sprinkler heads b the Contractor shall be accomplished within All work and materials shall comply with governing codes, safety orders, g P Y P shown on plans, as reasonably implied, or as delineated in the specifications. when removing plants from container.Re de planter areas after planting,standards, and regulations, and meet the minimum requirements of the Standard g P � P P g, to brought to a satisfactory condition before final acceptance of work will he made. ten (10) days after notification by the City. Specifications For Public Works Construction (Green Book) latest edition. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch All areas shall be neatly raked and free of weeds. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise C. Cleaning and finish grading of planters areas and planting areas. material shall be spread over the entire planter area after grade is established. designated on the Drawings. 1.03 Quality Assurance: P P Zm g 3.02 Topsoil: Watering shall begin immediate) after mulching. Gradin shall accommodate the mulch 0 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so A. All Contractors performing Site Development work, must be licensed in accordance g g Y g• ( g ) P P A. Existing on-site soils listed as acceptable under Site Grading specification. 5.07 Protection: that each lateral operates at design pressure. with the laws of the State of California. P In P B. Topsoil imported to site for use as fill backfill in planters and mounding shall be Erect temporary fencing or barriers to protect planted areas from �1,NDSC,�p B. Contractor shall provide the Landscape Architect and the City with a list of P rY g P P 0 E' CITY B. Testing of Irrigation System: sandy textured. Silt plus clay content of this soil shall be no greater than 15% by damage prior to final acceptance. ��E �o P01 p DESCRIPTION OF REVISION DATE Subcontractors and Material Suppliers expected to be employed during the course g P P �,* ��, �y APPROVED: 1. The Contractor shall request the presence of the City of Rancho Cucamonga in of construction. weight. The boron content of this soil shall be no greater than 1 part per million as �� � 2782 0� .�, C writing at least 48 hours in advance of testing. measured on the saturation extract. The sodium absorption ratio (SAR) shall not PART 6 - WEED ABATEMENT CITY 0 r RANCHO C U C A M 0 N G A C. Contractor shall obtain and keep in force Public Liability and Property Damage 2. Test all pressure lines under hydrostatic pressure of]50 pounds per square exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, 6.01 Scope of Work: Insurance, during entire course of the Construction Contract. The amount of inch and prove watertight. insurance shall be determined by City. samples of the imported soil shall be submitted to an agronomic soils testing Provide all material, equipment, and labor necessary to perform BMW Note: Testing of pressure main lines shall occur prior to installation of the laboratory, roved b the project Landscape Architect for analysis prior to use. all work as indicated on plans, as reasonably implied, and as SPECIFICATIONS D. Prior to start of site development work the Contractor shall notify the Landscape ry approved y P P 1 P y `f'� � �� electric control valves. Result of testing to be delivered to City for approval. Soil test to include analysis delineated in the specifications. qJ, Architect and City to give starting and completion dates. Contractor shall also p 3. All piping under paved areas shall be tested under hydrostatic pressure of supply the Landscape Architect and City with the name and telephone number of and recommendations. 6.02 Quality Assurance: F OF 150 pounds per square inch and proven watertight prior to paving. 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed by the State of DAYC R E E K BOULEVARD 4. Sustain pressure in lines for not less than six 6 hours. If leaks devclo , the person in charge of the work. California as a Pest Control Operator and a Pest Control Advisor in addition to an P ( ) P 1.04 Responsibilities and Coordination: All soil amendments shall be as specified in the Agronomic Suitability/Fertility OP Y replace joints and repeat test until entire system is proven watertight. A. Permits: The Contractor shall obtain and pay for all permits and inspections soils report furnished by the Contractor subcontractor licenses that are required. TRACT 15875 required by governing authorities for the work to be performed. 3.04 Soil Preparation: B. All materials and methods must conform to Federal State, and Local Regulations. All work on irrigation system shall be complete and inspected for recommended 6.03 Submittal: APPROVED BY ' ` DATE: B. Existing Conditions: The Contractor shall verify all conditions and dimensions approval and, fine grading completed, prior to rototilling and prior to soil Prior to the installation of any weed control materials, the Landscape Contractor CITY ENGINEER RCE 24953 shown on the plans at the site prior to commencement of any work under this amendment work. shall submit to the Landscape Architect/City a list of the weed control materials and DESIGN REC M E ED contract. The Contractor shall verify the location and depth of all underground After rough grades have been established prepare all lawn and planting areas by quantities per acre intended for use in controlling the weed types prevalent and SS utilities prior to start of work. � tr t e I C A P [ � tilling or cross ripping to a depth of 12". All rock and debris more than 2" in diameter expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor - Landscape ISM � A~s«,i.«rd DRAWN .F SHEET shall be removed from the site, except for areas that are to be sodded, in which all Architecture ,. 'u.:.,: rock and debris more than 1" in diameter shall be removed. HD/MM/CB & Planning ekh„d rwhmnuw, , ZM L-40 46 (us) &"-93n FM 476-1 U7 OF CHECKED RLA No.: 2782 DRAWING NO. RP Date: e7 01 File No.: 99-024 SHEET ��� OF DRAWING NOTES 20.25" 16.50' NOTE TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR RESIDENTIAL ENVIRONMENT, LAMP SUPPLIER MUST PROVIDE CORRECT LAMP COLOR CAP STUB-UP SUCH THAT TEMPERATURE PER SPECIFICATIONS. NO FIELD CHANGES SHALL BE MADE WITHOUT CORRECTIONS) SUBMITTED TO AND APPROVED BY THE ENG. DIV. TOP OF CAP IS FLUSH ORDER LIGHTING FIXTURES 5 WEEKS N ADVANCE BEFORE INSTALLATION. LDB, INC. WILL NOT BE RESPONSIBLE AND APpROVE �I ALL SITE LIGHTNG CONDUCTORS ARE tt8 THHN/THWN - CU UNLESS OTHERWISE NOTED. FOR SITE PLAN MINIMUM WITH FINISHED GRADE MTR FOS SUBSTITIiTION OF UGNTNG FIXTURES, 1.25" PVC SCHEDULE 40 UNDERGROUND CONDUIT. NSTALL UNDERGROUND CONDUIT PER ARTICLE N.E.0 TABLE 300-5. TURF OR C. INSTALL (2) 125' C.O. STUB OUT OF CONCRETE FOUNDATION AT ELECTRICAL PANEL FOR FUTURE USE, SEE GROUND COVER FINISHED GRADE P LIGHTING FIXTURE SCHEDULE 'LOCATOR DETAIL.' -__ �___,�,___, ,__;�_-..�� FOMINIMUM OF 1.25' CONDUIT FROM PANEL TO FIRST LIGHTING FIXTURE OR PULL BOX. DRIVEN 1/2' X I8' NIPPLE P SYM DESCRIPTION MFG. & PART # LAMP AMPS MOUNTING RIGID GAVANIZED CONDUIT D 4 ALL EQUIPMENT SHALL BE MOUNTED, SUPPORTED ACCORDING TO THE OSHA REQUREMEMS AND UL. LISTED. CE # I PE .-- PHOTOCELL - I OOW. METAL HALIDE 14FT. POLE LUMEG #1 OOMH-DM550-562-QTA/240- MXR 100/C 0. 55 CONCRETE m PRHI PROVIDE ALL MATERIALS, AND LABOR, TO PERFORM ALL TASKS NECESSARY TO ACHIEVE A COMPLETE CONDUIT ' �l L I 6HT ALUMINUM BASE COVER, HS-LD-SLPG GN5-1 A-AM&U-1 4-3/4X20- MED 3200 K BASE, DETA I L ELECTRICAL48 NSTALLATION. CAP 240V. 6- 10 I/2-DEG-RD6TX-JE5, SET 240 VOLT BELOW FINISH SELECT BY GI TY. COMPLETION OF JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE BO 32W. FLOURESGENT UPL 16HT, MOUNT KIM #4305-32WT8-1 20V. F32T8/ 0.30 POWER POST BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE UNDERGROUND STUBS INT _ CORRECTED AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. NTS ON POWER POST. , 120V. FINISH SELECT BY G I TY. 5PX30 DETAIL E5-6 7 PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE ELECTRICAL *AS BUILT' AT THE COMPLETION OF THE JOB. LOCATOR DETAIL ! I POWERPOST #EP 17 ALL ELECTRICAL EQUIPMENT, BREAKERS, AND TIME SWITCHES DIRECTORY SHALL BE PROPERLY LABELED. CONCRETE SLAB ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTNG OF WIRNG, OUTLETS, AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION. 8. 3' LQAD LINE 2% SLOPE TO DRAIN THE WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FURNISHING OF ALL LABOR, MATERIALS, MN TRANSPORTATION, TOOLS, FEES, AND PERMITS REQUIRED FOR INSTALLATION OF A COMPLETE AND ELECTRICAL SERVICE PEDESTAL TD $E. STRQNC�$ 6' f OPERATING ELECTRICAL SYSTEM. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW �.�{SS��Zc{O V 1" eA C.l'C llf EVERY DETAIL. STAND AtZQ$ L ELECTRICAL ` CONDUIT CIRCUIT SCHEDULE THIS PROJECT COMPLYS WITH THE APPLICABLE RULES OF THE 1996 NATIONAL ELECTRICAL CODE, NATIONAL PHOTOCELL, 6 POLES RELAY-20 AMPS FIRE CODES, TITLE 24 AND LOCAL ELECTRICAL CODES AS ADOPTED BY THE GOVERNING MIYNICIPALi T TIME SWITCH INTERMATIC, TOGGLE SWITCH,Y. (2) 1.25' C.O. (SPARE) 120/240V. FH43W. - 100 AMPS, FUSE SWITCH MUST PROVIDE STUB-OUT 42000 A.I.0 C O KTIL4�-'TOIL SNA 1�- GOOR�1 N 14TE. PANEL PI VOLTAGE: 1 20/240V. N , 12 CONDUCTORS SHALL BE INSTALLED CODE APPROVED RACEWAYS. IMC AND RMC MAY BE USED INDOORS FOR FUTURE -MIS rLCc-Trzi c- w/ lKR.<«`��a �'�' c' ' AND OUTDOORS. EMT MAY BE USED IN INDOOR DRY LOCATIONS. TAPE WRAPPED IMC OR SCHEDULE 40 LANDING LUGS P -PHOTOCELL TYPE : SERV I GE PEDESTAL PHASE: 1 PH. , 5h. BUSS I N6: 125A. PVC WITH CODE SIZED GROUND WIRE SHALL BE USED BELOW GRADE OR N CONCRETE SLAB. TRANSITION IOOA-2P FROM BELOW GRADE PVC SHALL BE TAPE WRAPPED IMC OR RMC. S.C.E. WN TO LIGHT ELEC. SERVICE PEDESTAL NTS MouNTING FREE STANDING NEMA-3R MAIN: IOOA-2P (T-LASES) A. I .G 10 KAIG. 13 THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED N ACCORDANCE WITH N.E.C. ARTICLE 250. BUSSMANN tt COM M?TuA , ELEVATION GKT. AMPS / LINE AMPS / LINE GK"t GROUND PATH THROUGHOUT RACEWAY SYSTEM SHALL BE CONTINUOUS. JJN IOOAF. PI OR(�P2�), No. EQUIPMENT QTY. BRKR BRKR EQUIPMENT QTY. No. 3 tt2 THHN/TI4WN-CU-3' _� 1(2) P C.O Gt'T`{ STAt4C)AIRD S "&AA.. bE- V SEP AMPS L I L2 LI L2 AMPS ALL- SWITCHES SWITCHES SHALL BE RATED FOR 120V.-277/. AND RECEPTACLES SHALL BE NEMA 5-t5R UNLESS 14 OTHER1NiSE NOTED. SPECIAL RECEPTACLES SHALL MATCH WITH EQUIPMENT AS SPECIFIED. PROVIDE 3' CLEARANCE N FRONT & REAR OF ELECTRICAL 1 OUTDOOR L I CHT I NC * 10 20 6 1 2 I 15 CONTROL W I R I NCS * 2 N OTE' SERVICE AS REOUIRED BY UTILITY CO. 3240\/. 20 6 O 4 51 OUTDOOR LI6HTIN6 • 10 120 6 O 6 ALL OPERATING MANUAL, BROCHURES, CATALOGS, ETC... SHALL BE TURNED OVER TO THE OWNER AT JOB In 8 CU-3/4' TO DRIVEN GROUND ROD 7 240V. 20 6 O g COMPLETION. _ 5/8' DIA.X 12FT. E CONNECT q 0 0 10 1 1 ALL LIGHTING FIXTURES SHALL BE NEW AND INSTALLED WITH THE NECESSARY FITTING AND MOUTNTO RE-BAR G O O 12 ATTACHMENTS FOR COMPLETE INSTALLATION. NOTE: I. SERIES CONNECTED RATING OF BREAKERS MAY BE USED. 120 VAC N SUBTOTAL 11 1 I 2 O ALL OF BREAKERS MUST BE SAME MANUFACTURER AND 17 ALL EXPOSED PARTS OF ELECTRICAL EQUIPMENT SHALL BE COMPLETELY, THOROUGI-LY CLEANED AND FREE UL LISTED. SERFS CONNECTED SHORT CIRCUIT CURRENT TOTAL 13 1 1 2. ci KVA +25 3 KV ( L.G.L ) FROM CEMENT, PLASTER, PAINT, ETC... ALL SCRATCHES ARE TO BE 12EFIMSPED N AN ACCEPTABLE MANNER. RATING FOR THAT VOLTAGE. 2. FIELD MARKED ON ALL EQUIPMENT. SHALL READ SET 6PM - t2AM MIN. FEEDER 15 AMPS 4 KVA. T019LFEE@E3QRSSYIE POLE LIGHTS AND POLE BASE COVERS SHALL BE PRIME PANT WITH ONE COAT OF IRON OXIDE RUST-NHIBITIVE `CAUTION SERIES RATED SYSTEM 42,000A AVAILABLE PRIME. BASE COVERS WILL BE TWO PIECE HYDRO FORMED ALUMINUM. BAKED POWDER URETHANE FINISHED IDENTIFIED REPLACEMENT COMPONENT QEOURED. " P� �Pl OO U * REFER TO "CONTROL W I R I N6 SCHEMATIC - OUTDOOR LIGHTING" SEE TH I 5 SHEET COAT SELECT BY OWNER AND PAINT BY MANUFACTURE. M FOINSTALL POLE LIGHTING FIXTURE. REFER TO STRUCTURAL CALCULATIONS FOR CONCRETE BASE POLE SINGLE LINE DIAGRAM 2 2 I oUrpooR• CIRCUIT SCHEDULE DIMENSIONS AND DETAILS. NTS 20 THE CONTRACTOR SUBMITS TO T14E CITY ENGINEER 'AS BUILT' PRINTS BEFORE ACCEPTING THE LIGHTNG INSTALLATION. PRINTS SHALL INDICATE, IN RED, ALL DEVIATIONS FROM THE CONTRACT PLANS, SUCH AS, O I ( PANEL P2 VOLTAGE: 120/2401/. i I LOCATION OF POLES. PULL BOXES AND RUNS, DEPTH OF CONDUITS, NUMBER OF CONDUCTORS, ANDI I TYPE SERV I CE PEDESTAL PHASE: 1 PH_, 3W. BUSS I N6: 125A. OTHER APPURTENANT WORK. 3 3 MOUNTING : FREE 5TANDIN6 NEMA-3R MAIN: 1OOA-2P A. I .G 10 KAIG. 21 ELECTRICAL CONTRACTOR SHALL INSTALL ALL POWER, CONTROL WIRES, CONDUITS, AND OUTLETS FORI i IRRIGATION EOUIPMENT. REFER TO IRRIGATION DRAWINGS FOR CONTROL SCHEMATICS. 5 5 V I GKT. AMPS / LINE AMPS / LINE GKT 7 7 1 I I No. EQUIPMENT QTY. BRKR BRKR EQU[PMENT QTY. No. A AMPS L1 L2 LI L2 AMPS O 4 I I T I OLTDOOR L16HING 8 20 4 2 1 GONTR01_ WIRIN6 * 2 3 ( 240V. 1 120 4 1 20 OUTDOOR LIGHTING ' 4 4 SIDEWALK I I ( I 5 1 OUTDOOR L 16HT I N6 " 8 120 4 0 6 L J 7 24OV. 20 4 0 8 q 0 0 10 POLE BA E 1 1 O O O PHOTO CELL 120V. NTERMATIC ttK4321 N SERVICE PEDESTAL 12 SUBTOTAL q q 2 1 OTOGGLE SWITCH SPST 120V. 15AMPS N SERVICE PEDESTAL. TOTAL 11 10 2.5 KVA +25 2 KV ( L.G. L ) POLE O LIGNTNG CONTACTORS 20AMPS. RATED N.O. 120VAC. COL MIN. FEEDER 13 AMPS 3 KVA. TOATAL FEEDER S 1 ZE SQUARE-D tt8903-LG60 IN SERVICE PEDESTAL. (4) ANCHOR BOLTS ALUM. BASE COVER REFER TO "CONTROL WI R I N6 SGHEMAT I G - OUTDOOR LIGHTING" SEE THIS SHEET (3)tt3 TIES FOR TOP ® TIME SWITCH 120VAC. MOTOR DPST INTERMATIC ttET104C 5" OF POST BASE N SERVICE PEDESTAL. FINISHED GRADE FINISHED GRADE )i' 'il U ul In III II GROUND 24' MIN. CONTROL WIRING SCHEMATICNTSWIRING IRC BRKR. COPPER CONDUIT AS OUTDOOR LIGHTING AMPS WIRE # REQUIRED tt3 TIES XE 0 12' O.0 15 14 REFEQ TO 3'CLEAR� 20 IZ o ' 4 tt5 VERTICALS PS-TA1l. I e EACH CORNER BHT L-11 LEGEND 30 '° rHis SET . STUBS - OUT ® CONTACTOR 40 b TRANSFORMER ® ELEC. SERVICE PEDESTAL 60 10 E ELEC. POINT OF 100 8 DESCRIPTION OF REVISION DATE CITY A WH WATTHOLQ UTILITY 6 TY METER CONNECTION APPROVED: POLE BASE FIXTURE NTS O EQUIPMENT 0 IRRIGATION CONTROLLER Opp 2 CITY OF RANCHO CUCAMONGA • STRUCTURAL CALCULATIONS PREPARED BY LANGSTON S� z SERVICE PEDESTAL ID 'PI' =I UF&Q GRO-M AND ASSOCIATES ON FILE AT THE CITY. 600 I UNDERGROUND WIRING CIRCUIT BREAKER 800 O ELECTRICAL ' PLAN - - - -- - �-� PI-1 CIRCUIT IDENTIFICATION ' FUSE 1000 00 (PANEL PI, CIRCUIT I UNDDAYC R E E K BOULEVARD ° SEE DP V41NG PULL 8 TRACT 15875 3 ttp THW-CU-314' WIRE >r CONDUIT SEE DRAWING NOTE ttg (3 CONDUCTORS COPPER ttip-AWG,THW RECEPTACLE INSIJI LATION E 3/4" CONDUIT CIRCUIT NO. - 5,7 $ SINGLE POLE SWITCH QRpFESS/p APPROVED BY 4� IOOW. METAL HALIDE 14FT. C.O. CONDUIT ONLY �O �p M L O,y �� DATE POLE LIGHT, 240V. ��� N0. 11453 ���, CITY ENGINEER RCE N 2 4 9 5 P.O.C. PONT OF CONNECTION 3 E . 12/31 03 - G+vD GROUND w DESIGN LIGHTING DESIGNERS RECOMMENDED EXISTING STREET LIGHTNG , D.D. ELECTRICAL ENGINEERS DESIGNED BY OTHER Q * `� DRAWN LDB 3051 EDINGER AVE. - `r/' ECT RICP��\F TUSTIN, CA 92780-7204 SHEET �TFo� CAL�F� LDB INC. TEL: (949) 733-8038 ES -- 2 OF 46 INCORPORATED FAX: (949) 733-8058 - CHECKED DRAWING NO. B.L. Date: 5/k6/01 LDB NO: 21011 SHEET �oZ OF _._ _ _. ELECTRICAL SPECIFICATIONS SECTION 16010--GENERAL REQUIREMENTS SE CT10N 16600--LIGHTING FIXTURES Part 1-GENE RAL PART 3-TESTING AND ADJUSTING OF ELECTRICAL SYSTEM PART 1-GENERAL PART 3-EXECUTION 1.1 GENERAL REQUIREMENTS 3.1 SYSTEMS AND EQUIPMENT TESTING 2.6 PULL AND JUNCTION BOXES 1.1 EQUIPMENT 3.1 LIGHTING POLE BASES A. It is the responsibility of the contractor to obtain and thoroughly review Control systems for outdoor lighting, dimming systems for indoor lighting, A. Boxes are to be installed in all conduit runs in sufficient number to meet electrical installations (water, gas, drains, sewers, etc.). This condition Lighting fixtures A. The I construction drawings and specifications that pertain to this project where master controls for lighting systems, and emergency ower systems the requirements of codes, special requirements of utility companies, shall apply to joint trench situations and to conditions where trenches g 9 u s as indicated in the drawings shall N furnished by the pole base details shown on the drawings ore for use in average soil 9 P P P 1 9 9 Ys 9- Y P Ys Y P PP Y J contractor, except as indicated in the "SUBSTITUTIONS" section that conditions. Concrete used in the bases shall be Portland Cement and requirements for electrical construction exist in other drawings and (whether integral in fixtures, by inverter/battery sets, and/or generators) requirements of providers of special equipment and systems, and to allow cross. follows. The contractor is responsiblehave a 28 do compressive specifications the contractor shall include these in the bid. shall be thoroughly tested during installation, and these systems shall be for efficient and convenient installation of conductors. It is the 3. Each layer of bockfill shall be compacted to a minimum density of to coardinote with the manufacturers y co p hove strength of tensile PSI. Structural steel B. The controctor shall furnish and install all material, labor; and equipment tested at the completion of construction in the presence of the owner, responsibility of the contractor to locate these boxes and size them 90% and the top 6" shall be compacted to 95% maximum density. of specified fixtures and assure that submittals for approvals and reinforcing bars shall have o minimum tensile strength of al esti The necessary for o complete and operable electrical system. architect, and engineer. according to code requirements. Boxes shown on the drawings are to be It is the responsibility of the contractor to Y subsequent orders and delivery dotes will not conflict with the job contractor shall review the specifications in the architectural section to P F Ys g g q 9 p y provide verification that schedule. The contractor shoil apply the following procedure to the determine if there are any special requirements for finishing concrete C. The electrical drawings which constitute an integral part of this contract, installed as shown but do not necessarily indicated all boxes necessary this condition is accomplished. ordering of light fixtures: bases that extend more than fi inches above grade. In the absence of are schematic and they are intended to indicate a general layout of the 3.2 GROUND TESTING for any installation. Boxes installed in outdoor or wet locations shall be 4. Upon completion of backfill and compacting the contractor shall leave 1. If the contractor i Planning r other specifications electrical system. The actual field conditions of construction, including the It is the responsibility of the contractor to assure the integrity of the of the type approved for the purpose. the site in the some condition that it was at the commencement of is g to request substitution of light fixturesithese bases shall be set plumb, patch any voids he shall discuss this in detail with the engineer before the bid. At that with o smooth finish, grind any projections to a smooth finish, final work of the other trades involved in the construction, will dictate the grounding system throughout the project and it is mandatory that the B. Boxes installed indoors shall be coded with gouge steel, galvanized on the work. This requirement includes replacement of any damaged time the engineer will inform the contractor if there are any restrictionsmooth and uniform, exact methods and materials to be used. The contractor is responsible entire system be thoroughly tested. It is also mandatory that the main all surfaces, with removable covers and secured with machine screws. landscape materials, asphalt, concrete, other pavements and finish to substitution f o particular fixtures. However, no approval of substitution B. Where light pole assemblies include components set perpendicular to to adequately review the plans and work of the other trades to assure electrical service ground bus be tested by a licensed electricion utilizing they shall be adequately supported by mechanical connection to the materials, fences, lowns, trees, etc. Additionally, the contractor shall that the work is properly coordinated with others. methods and equipment that are acceptable b members of the trade. A structure of the building. The shall be located such that the are readilybe responsible for an damn a to other installations such as sprinkler will be made until all conditions of the "SUBSTITUTION" section that the pole, these members ore to be set plumb with respect to right P P y P P y y y P y g P follows are met. angles. Light fixture poles shall be set within 1 degree of plumb. written record of this testing shall be made by the contractor indicating accessible for maintenance purposes. All junction boxes in branch circuits lines, and the like. If the contractor feels that damage to other 2. The contractor shall maintain complete and accurate documentation of 1.2 CODES, STANDARDS, AND PERMITS the time and date of the test, the name of the person conducting the shall be marked on the cover with the circuit identifications. is unavoidable then it is his responsibility to bring this to the test, the equipment communications with the suppliers. A. The construction of the contractor shall be in accordance with oil and method used, and this record shall be kept by Boxes used in the utility site system, covers shall be marked Electrical, attention of the engineer prior to any specific work to allow the 3. The contractor shall request fixture submittals the contractor and made available to the engineer upon request for a Telephone, or CATV as a ro r Tote. Concrete boxes shall be install on a engineer to designate corrective procedures. q sub tto s for the approval of the applicable codes and standards of governing agencies. Aso minimum 9� P q P PP P' 9 9 P engineer within (5) days of notification of the award of contract and construction shall comply with the current adopted edition of the National period of (3) years following completion of the construction. 6" crushed rock base. The contractor shall coordinate the finished Elec.tricol Code, State of California Title 24, State Building Standards, elevation with the specific conditions of the installation. In general the 5. Upon completion of the trenching and backfill the contractor is shall verify that the submittals have been received by the engineer, Occupational Safety and Health Administration (OSHA) requirements, State 3.4 VOLTAGE ADJUSTING contractor shall attempt to locate boxes such that they are as visually responsible to remove any excess dirt, rock, and other debris from and allow for (15) days review time. for California Title 17 and to all local codes having jurisdiction. In the A. The contractor shall be responsible to coordinate testing of the main unobtrusive as possible. the job site. 4. The confirmed order for the purchase of the fixtures shall be placed within an adequate time period to allow for the timely delivery of the case where codes have different level of requirements, the Most stringent service utilization voltage. In the case of 120/240 volt systems the C. Boxes where exposed to weather shall be weatherproof and rain tight and SECTION 16400--SERVICE AND DISTRIBUTION EQUIPMENT fixtures. If there is to be a delay in the delivery the contractor shall regu otion shall apply. voltage shall test at 117 volts +/- 3 volts on each phase to neutral. shall be fabricated of minimum 14 gauge sheet steel and hot-dip galvanized make ever reasonable attempt to inform the engineer of the delay in the case of 480Y 277 volt systems the voltage shall test of 270 after fabrication. Covers are to be properly osketed and set with PART 1- GENERAL Y p g'. i B. The contractor shall obtain and pay for all permits and inspections that / Ys 9 P P Y 9 at the soonest possible time. Asa minimum, the contractor is to of ore required for completion of the construction. Obtain certificates of volts +/- 7 volts on each phase to neutral. This testing shall be stainless steel screws. Covers are to be stainless steel or brass. Visible 1.1 EQUIPMENT approval as required by authorities and submit to the architect for final conducted with a moin service load of 25% by turning "on" lighting and covers are to be left with a clean factory finish, secure a confirm delivery date from the manufacturer at the time de acceptance of the electrical work.. air conditioning equipment during the test. The actual voltages of each D. Boxes located outdoors in landscape or in traffic areas, shall be precosted A. The service and distribution equipment shown on the drawings do not ordering and follow up on this delivery date periodically until the order C. The contractor is responsible to secure all inspections required by the phase after adjusting and as determined in (3) separate tests shalt be with concrete as manufactured by Brooks or Quikset. The covers of these indicate the names of specific manufacturers. This equipment shall be is received by the contractor.manufactured b recognized manufacturers and stroll comply with all 5. In the event that there is to be o dela in delithe contractor is governing agency and will be held responsible for any work that is not recorded and reported to the engineer in written form. boxes shall be appropriate to their specific location. Boxes used in the y g P Y Y delivery applicable codes and standards. The contractor shall study the dimensions to make available to the engineer all of the written records pertaining accepted. B. In the case of 120/240 volt services where the main disconnect exceeds utility site system, covers shall be marked Electric, Telephone, or CATV as of proposed manufacturers and verify that the equipment will physically to the order. 2000 amps or 480Y/277 volt services where the main disconnect exceeds appropriate. Concrete boxes shall be installed on a 6" crushed rock base. fit in the spaces intended. This is to be accomplished prior to bid of 1.3 WORKMANSHIP 1000 amps the voltage testing shall be conducted with a recording The contractor shall coordinate the finished elevation with the specific the project. If there is a problem discovered relative to the dimensions The contractor shall be responsible to use experienced personnel who are voltmeter indicating a 24 hour record of the actual voltages on oil phases conditions of the installation. In general the contractor shall attempt to 1.2 SUBSTITUTIONS Burin the first 24 hour of proposed equipment, the contractor shall contact the engineer and A. Request far substitution of light fixtures requires the prior fully competent and familiar with proper installation techniques and with g period that the facility is in operation. The locate boxes such that they are as visually unobtrusive as possible. q g q p 'or approval the monufocturers' recommendations relative to the products that are contractor shall coordinate the time and dote of this requirement with the develop o solution prior r the bid. If this condition is not met for any of the engineer. The contractor shall furnish the engineer with 8 copies P E. Boxes are located in wet areas shall be installed with conduits in boxes reason then the contractor shall be responsible to work within the g ( ) P used. As a minimum, a standard apply to these personnel shall be owner, architect, or engineer, and submit the results of the testing to the such that they ore protected from intrusion of water. Furthermore, if allowed limitations as indicated on the drawings b utilizing re the intended fixture catalog sheets and allow the engineer (15) days equivalent to that of a licensed electrician. The contractor shall be full engineer. This testing shall verify utilization voltages as indicated in g y u z g substitude review time. The engineer reserves the right to refuse the submittals. II y Y 9 there is a possibility that water can enter buildings or equipment by equipment in order to fit with the existing dimensions. 9 9 I responsible for the work methods and safety of these personnel. In the "Section A." above. entering into conduits owing to grades and elevations, the contractor B. Fixtures submitted for substitution shall be of the same general I B. In cases of remodel construction, the contractor shall make himself acceptance or rejection of the finished installation, no allowance will be C. In the case of sub distribution transformers the contractor shall be shall make the engineer aware of this field condition prior to completion e aware quality a those specified. The engineer reserves the right ix make this res adequately a o e of the existing conditions on the job site relative to I mode for the lack of skill on behalf of )the personnel. responsible to assure proper secondary voltage with the some testing of the installation so as to allow the engineer to take appropriate determination. Any special characteristics of the specified fixture shall be techni ues described in "Section A." above. any retro-fit switches, circuit breakers, etc., that ore required. It is the included in the proposed substitution such as special lenses, reflectors, q actions and protective measures. responsibility of the contractor to determine what specific equipment will ballast, etc. 1.4 CONSTRUCTION REVIEW The engineer reserves the right to visit the job site for the purpose of 3.5 GFI AND GFCI EQUIPMENT TESTING be required for the installation and include all such equipment in the bid. C. In the cose of outdoor pole mounted fixtures there may exist a g general compliance with A. All GFI circuit breakers and GFI convenience outlets shall be thoroughly C. The contractor shall be responsible to coordinate with the electric requirement for submittal of site photometry which shall depict a point determining that the work of the contractor is in 2.7 OUTLET BOXES utility to provide equipment that is satisfactory for their requirements.the intent of the construction documents. However, the engineer assumes tested during installation and at the completion of the project. Y PY q by point light level summary on centers approved by the engineer, and B. the ma electrics service includes GFCI r Outlet boxes shall be installed with extensions and rings properly no responsibility or liability relative to inspections or approvals of the protection, then the contractor indication of the minimum maintained average footcandle level for the } I + coordinated for the surrounding finishes. The final installation shall render T work completed or in progress during such visits. shall test this equipment in the presence of the inspector 0t the 1.2. QUALITY ASSURANCE proposed system. his submittal shall be mode concurrently with the all outlet boxes flush and even with the finished surface. In all cases completion of the project. It shall be the responsibility of the contractor submittal of the manufacturers catalog sheets if required by the engineer, these boxes shall have a finished appearance acceptable to the owner, All service and distribution equipment shot) be approved by a testing 1.5 SCHEDULE OF WORK to notify the inspector when this test will be performed and allow the and it is the responsibility of the contractor to account for this architect, and engineer. laboratory recognized by the code enforcing authority and bear the A. The contractor shall be responsible for the scheduling of his work to inspector at least (3) working days to make arrangements to be present. approval label of that laboratory with a permanently mounted and engraved requirement relative to the timing. meet the required completion date and shall also coordinate with other placard. Additionally, all service and distribution equipment shall have SECTION 16000 -- ELECTRICAL SPECIFICATIONS contractors so that the overall project can be accomplished on schedule. 2.8 CONDUCTORS permanently placed on it a permanently engraved placard nameplate 1.3 QUALITY ASSURANCE B. When product submittals are required as defined in subsequent sections SECTION 16100--BASIC MATERIALS AND METHODS A. The contractor shall be responsible to install all conductors used on the indicating the name of the manufacturer, the manufacturers serial number, A. Lighting fixtures shall be manufactured by a recognized manufacturer of this specification, the contractor shall allow (15) calendar days for project in compliance with Article 310 of the NEC. In the event that the voltage. phase, and ampacity of the specific equipment. and bear the approval label of a test lab recognized by the code the engineer to review the submittals of the specified products. If the PART 1-GENERAL the contractor receives approval from the inspector to utilize insulation enforcing agency. Additionally, this label shall conform to the specific contractor is seeking a substitution of any products, he shall allow on types other than those shown on the drawings he shall pay particular 1.3 SUBMITTALS location of installation such as "damp" or "wet". additional (15) calendor days for review time. The contractor is 1.1 QUALITY ASSURANCE attention to ensure that these conductors are properly sized. The contractor shall submit (8) copies of the manufacturers shop B. Where fixtures are installed non s a surface of low density materials they responsible to arrange these lead times such that they do not de!oy the The contractor is responsible to assure that all material and equipment B. Conductors used as service entrance conductors, to subfeed switchboards, drawings for each main electrical service, distribution board, switchboard, shall be approved for such installation or be spaced e minimum of completion of the project. delivered to the job site are new and in proper usable condition. All panels, transformers, and other equipment, where the wire sizes ore #6 panel board, load center, transformer, motor control center, and any 1 inch from the surface The contractor is responsible to field verify C. Immediately upon the award of contract the contractor shall coordinate materials and products used are to be inspected and may be rejected if and larger shall be installed with the wire size, insulotion class, and other service and distribution equipment. Prior to any fabrication, this requirement. with the suppliers of intended materials and products to be used in found to be defective or flowed. It shall be the responsibility of the voltage rating indications on the insulation visible without touching the manufacturing, or ordering of equipment, the contractor shall have copies C. Where fixtures such as open strip fluorescence are installed in construction to verify that delivery of these materia!s and products will contractor to assure that this element of the specifications is conductors from the front of the connections. approved by the engineer in his possession. architectural features such as coffers, valences, and the like, the not impact the completion date of construction. satisfactorily completed. The owner, architects, and engineers reserve the C. Where conductors of multiple phases are pulled through the some contractor shall install the fixtures such that the lamps ore not visible right to reject any materials or equipment that deem to be flowed or conduit to feed more than one equipment they shall be color coded. 1.4 SCHEDULE AND DELIVERY from view. If this condition cannot be met based on field conditions, 1.6 SUBSTITUTIONS defective in the finished project. these colors shcll be permanent and consistent for the entire run. The The contractor is responsible to obtain approvals and secure delivery the contractor shall notify the engineer allowing sufficient time for Products are specified in the drawings by manufacturer and port number choice of colors is the option of the contractor except that grounds of all contractual related works (i.e. drawings, equipment, etc...) in corrective action before the completion of the installation. shall be used in the construction unless the contractor receives prior 1.2 PRODUCT AND EQUIPMENT VERIFICATION shall be green and neutrals shall be white. conformance with the construction schedule. D. All fixtures shown on the drawings are to be furnished with all necessary written approval for substitution. In the event that the contractor wishes A. The contractor shall be responsible to check all products and equipment D. The contractor may gather runs of conductors bosed on field decisions, mounting devices and accessories. In all cases the contractor is to seek approval for substitutions he shall submit the manufacturers' that is specified in the drawings when it is received at the job site to but shall comply with the applicable code requirements. PART 2-PRODUCTS responsible to install fixtures with proper and appropriate structural shop drawings or cut sheet to the engineer allowing at least (15) days assure that it is in fact compatible with the electrical plans based upon E. Conductors #12 AWG and smaller shall be solid. Conductors #8AWG and support, review time. The engineer reserves the right to approve or deny the the enclosed manufacturers' instructions including any instructions or larger shall be stranded. The minimum wire size to be used is #12 AWG. 2.1 MAIN SERVICE EQUIPMENT E. Lomps shall be provided for all fixtures. Where specific lamps are substitution request. information placed on the products and equipment. the minimum insulation rating shall be 600 volts. Unless indicated otherwise on the drawings, the main service equipment indicated in the drawings these lamps shall be provided. Where general B. In the case of service and distribution equipment the contractor shall F. In no event may aluminum conductors of #6 AWG and smaller be used. shall be a freestanding, deodfront, deodreor, sheetmetal assembly with specification of lamps ore given they shall be General Electric or a 1.7 SUBMITTALS verify that the nameplates agree with the approved shop drawings relative Where the drawings indicate the use of copper conductors, then only factory applied point finish. The contractor is responsible to verify size manufacturer approved by the engineer prior to purchase. Immediately after award of contract and before ordering any products or to voltage, phase, bus ampacity, short circuit and/or AIC rating, and copper conductors may be used. In cases where the contractor utilizes of pull section, and other utility requirements, with the serving utility F. The contractor shall exercise core when handling and installing fixtures materials, the contractor shall submit the required submittals of products enclosure type. aluminum conductors, the contractor shall be responsible to install these and provide the required equipment. The equipment will utilize fuses or to protect finishes and lenses and other visible components. The owner, for the review of the engineer as indicated in subsequent sections of this C. In the case of sub distribution transformers the contractor shall verify conductors such that he guarantees the same quality of the system as if circuit breakers as shown on the drawings unless the contractor obtains architect, and engineer reserve the right to reject any darnoged or specification. The review by the engineer of these submittals is for that the nameplates agree with the specified voltage to voltage rating, he had installed copper conductors. All conductors used in fixture troughs, the written permission of the engineer to utilize alternative configurations. flowed materials and products. checking the conformance with the design concept of the project. impedance, heat rise, enclosure type, and sound rating. stems,and ballast compartments shall be insulation type THHN/THWN. If there is no short circuit rating indicated on the drawings, the D. In the case of lighting fixtures, the contractor shall verify the fixture is G. Type SE, style SER cable is constructed with XHHW conductors primarily used contractor shall coordinate the required rating with the serving utility. PART 2-PRODUCTS 1.8 AS-BUILT DRAWINGS rated for the specified lamp, the specified input voltage, the specified as panel feeder in multiple unit dwellings. SER may be used in wet locations If the utility indicates, in writing, o short circuit rating less than that During the progress of the work the contractor shall maintain an accurate mounting and/or installation application, and the specified control system. at temp. not to exceed 75 2.1 HIGH INTENSITY DISCHARGE FIXTURES 'C and 90'C in dry locations. Voltage rating is 600V. shown on the drawings then the contractor may provide for the lesser record of the installation of the system on "as-built" drawings which will E. In the case of motors the contractor shall verify the proper input voltage requirement but he is responsible to to the co of Ballast for the fixtures shall be: be submitted at the completion of the construction. All entries of these and phase, FLA, recommended fuse size, and installation application, H. NMC (Nonmetallic Sheathed Cabe) is primarily used in residential wiring as sponso submit e en 9rneer a PY branch circuits in one and two Tamil dwellings, multifamily dwellingand other the written verification provided by the utility. The main, and all subfeed Mercury Vapor -- constant wattage autotransformer (CWA) drawings are to be accurate and shall include oil deviations from the based upon the attached nameplate. y g Y breakers and switches are to be identified with o permanently affixed Metal Holide -- CWA structures, except as prohibited in NEC Section 336-4 P Y contract drawings. The finol submittal shall be in reproducible format. High Pressure Sodium -- high power factor or CWA engraved phenolic nameplate and all switches and breakers are to be PART 2-PRODUCTS lockable "off". Any equipment shown outdoors shall be rated for wet Low Pressure Sodium -- high power factor 1.9 CLE ANING location. Where fuses ore shown in the main service, the contractor shall For outdoor applications, the minimum storting temperature rating • All exposed arts of electrical equipment shall be completely and 2.1 CONDUIT GENERAL 2.9 CONNECTORS a shall be at least -20 degrees F. The ballast shall be manufactured b P P 1 P P Y provide one set of spar.. fuses in each size to the owner at the Y thoroughly cleaned and free from cement, plaster, paint, etc. All A. All conductors and wiring are to be installed in conduit unless the A. Copper conductors for wire sizes #10 AWG and smaller shall be spliced conclusion of the work. a recognized manufacturer and bear the label of an approved test lab scratches are to be refinished in an acceptable manner. drawings clearly state that conduit is not required and that the use utilizing "spring-lock" connectors, in particular, "Scotchlock" by 3M or appropriate to the location of the fixture. Ballast will be considered of an approved cable is permitted. Conduits are to be concealed in all "Wing Nuts" by Ideal. The contractor is responsible to assure that all Circuit breakers shall be molded case, quick make, quick brook, with trip faulty if the noise emitted exceeds that of other fixtures of the some finished areas. The conduits shall be continuous terminating only in splices are completed in a secure and permanent fashion, maintaining indicator, and interrupting g g q 9 type installed on the job and will be replaced at the directive of the 1.10 WARRANTY AND GUARANTEE ptin rating shall equal the rating of the load junction boxes, panels, approved wirewoys, etc. Where metallic conduits the integrity of the connection without faults or shorts. In cosec where engineer. The engineer reserves the right to reject lamps that show The contractor shall guarantee the entire electrical works are working establish grounds, they shall be installed such that continuity shall be the conductors may be affected by adverse conditions the contractor center or panel. noticeable color sh1fts. properly without defect within one year from the dote of acceptance maintained. shall take special precaution to protect the conductors such as by of the work. Any defect related to the contractor's work during the B. Where nonmetallic conduit is used in construction, the contractor shall wrapping connectors with an appropriate tape. 2.3 OTHER EQUIPMENT 2.2 FLUORESCENT LIGHT FIXTURES warrantee period shall be at the contractor's expense. include a ground conductor in the run whether or not shown on the B. Copper conductors for wire sizes #8 AWG and larger shall be made with Other equipment which includes transformers, disconnect switches, motor Fluorescent fixtures shall contain "P" rated ballast with "A" sound drawings and the conduit shall be sized accordingly. approved split bolt connectors. These types of uninsuloted connections control centers, transfer switches, inverters, generator sets, dimming rating unless specified otherwise, they shall be manufactured by a panels, custom control cabinets, and motor starters, shall bear the label 1.11 UTILITY COMPANY SERVICES shall be thoroughly protected with applied insulation such as 3M #2200 recognized manufacturer and bear the label of on approved test lob 2.2 RIGID NONMETALLIC CONDUIT RNMC or 2210 vin mastic insulating ads. of a recognized test lab, and hove nameplates as indicated in B. above. A. As required, the contractor shall coordinate with the utility company to ( ) # YI 9 P appropriate to the location of the fixture, and be certified by Certified I install temporary power during construction. All costs associated with RNMC may only be used underground or in or below concrete slabs when C. Aluminum conductors when used shall employ as few splices as possible. Ballast Manufacturers Association (CBM). The ballast shall be considered installation of temporary power ore to be included in the bid. used for conductors of 110 volts or higher. Conduit shall be polyvinyl This means that the contractor shall be responsible to show suitable PART 3-EXECUTION faulty if the sound emitted exceeds that of other fixtures of the some B. All voltage, phases, and ampacity of the electrical service shall be shown chloride schedule 40, electrical conduit, rated 90 degrees C. Only reason for any splices within a run. The location of these splices as type on the job and will be replaced at the directive of the engineer. on the drawings. Other information indicated on drawings relative to approved electrical fittings may be used. Where run in concrete maintain installed by the contractor shall be indicated in the "as-built" drawings. 3.1 EQUIPMENT INSTALLATION unless specified otherwise the lens shall be acrylic plastic. For fixtures utility company requirements is preliminary, and is subjected to change a minimum of 4" of cover on all sides, and convert to rigid galvanized Aluminum conductors shall be terminated or spliced with swage type In all cases the contractor shall install service and distribution equipment located in wet or domp locations the ballast shall be low temperature by the utility company. The contractor is fully responsible for the use of steel stubout of concrete. Any conduit and fittings installed for the use aluminum compression terminals, and shall be accomplished in strict in such a manner that the equipment is reasonably protected from with a rating of 0 degrees F or lower. Power factors shall be at least. any information that is not in the form of a final construction drawing of a utility company shall meet the requirements of the utility company odherence with the Instructions of the manufacturer of the material. adverse conditions and damage. Main service equipment that is shown 9 unless specified otherwise. issued by the utility company for final use on the project. Prior to the for such installations except that in the case of conduit for high voltage connections shall be protected as indicated in "B" above. outdoor shall be installed on a concrete pad at least four inches thick, bid of the project, the contractor shall coordinate with the utility feeders (600 volts or above) the contractor shall take special precaution D. Connections made in outdoor locations shall be insulated with 3M #2200 and at a finished elevation above the water level (which shall be at or 2.3 INCANDESCENT LIGHT FIXTURES company and determine exact materials and equipment required by the to provide safety to persons excavating around and about the installation. or #2210 vinyl mastic insulating pads to protect from moisture. above the elevation of man doors into the structure). When the main Incandescent recessed light fixtures shall be provided with internal Lutility company in order to complete their installation of final services. it is the responsibility of the contractor to provide for this protection but service equipment is not located on or adjacent to o structure, the thermal protection to protect from contact with insulation and from this cost shall be included in the bid. If this information is not available it is recommended that one or more of the following methods be utilized: finished elevation of the pad shall be field verified to be above anticipated overlamping. The contractor shall verify that the fixtures are so equipped I to the contractor prior to the bid, costs can be estimated and shall be concrete encasement of at least two inches of concrete on all sides of PART 3-EXECUTION water levels and the pad shall be set four inches above the finished upon receipt and shall verify that the maximum lamp wattage as specified as "estirnoted" in the bid. Under no circumstances will the the conduit; concrete or concrete slurry three or more inches deep on adjacent surface. All main service equipment shall be bolted to the pad indicated within the housing agrees with the wattage indicated in the DESCRIPTION OF REVISION DATE CITY g P y to of conduit; three or more inches of send on to or floor on which it is located. drawings. Any deviations shall be brought to the attention of the engineer. APPROVED: contractor be relieved from his obligation to provide for the utility P p of conduit and ! company requirements whether or not they shown on the drawings. redwood planks run continuously on sand; a warning tape manufactured 3.1 TRENCHING / EXCAVATION Furthermore, the contractor shall not be eligible for an additional for direct burial placed six inches above the conduits. 3.2 GROUNDING c i g y Where specifications o 2.4 LIGHT POLE ASSEMBLIES, CITY OF RANCHO C U CAM O N GA charges to the owner relative to utility company requirements. P appear in the architectural portion of the g y P y q specifications that pertain to trenching and backfilling, the contractor is A. The main service ground bus shall be grounded in compliance with the In general, the finish on light pole assemblies shall match that of the 2.3 RIGID METAL CONDUIT (RMC) responsible to review these specifications and comply. In the absence of requirements of the code enforcing authority and by the following methods: fixture. The engineer reserves the right to reject unmotched material. PART 2-PRODUCTS A. Steel RMC shall be mild steel, hot dipped galvanized inside and outside, Poles shall be handled careful) at the b site and an scratches shall and aA couplings and connectors shall be tapered pipe thread. running other specifications, the contractor shall: 1. Metallic cold water pipe -- 250-81(0} Y to y 1. Comply with the NEC relative to the minimum depths of conduits, 2. 20 feet of #4 bare copper wire -- 250-81(c) be repoired. Any damaged poles ore to be replaced if rejected. Aluminum 2.1 PRODUCT AND MATE RIALS threads and split couplings are not permitted. base covers are to be installed on all poles such that there ore no ELECTRICAL A. All products and moterials used in the project shall be new and delivered B. When used underground the conduit and fittings and couplings shall be and shall comply with any utility company requirements relative to T If metol frame building o the structural frame tr 250-81(b) P P these depths. B. The resistance measured from the main service neutral bus to the exposed anchor bolts and nuts. All poles are to have factory fabricated to the job site in the original packaging. moisture protected. "Topecoat CT" protective spirol wrap with hand holes and contain brazed-on ground lugs. B. All materials used and furnished for which UL Standards have been recommended primer treatment. 2. Maintain a minimum of 12 inches separation between: 0-600 volt ground shall not exceed �.5 ohms as measured with dry ground conditions. established shall be listed and bear the lobe) S Underwriters feeders; and over 600 volt feeders; and low voltage (telephone, alarm, C. The secondary side of transformers shall be rounded per section 250-26. laboratories, Inc. 2.4 ELECTRICAL METALLIC TUBING EMT corrrmuncations, CATV, other Class 2 conductors, etc.); and non g P DAYCREEK BOU�E1/ARD (EMT) D. Non metallic conduits shall contain a ground conductor per 250-95. C. Prior to ordering any lighting fixtures, service and distribution equipment, EMT shall be mild steel, electrically welded and galvanized per ANSI E. Flexible metal conduits shall contain a ground conductor equal in size TRACT 15875 transformers, wiring devices, dimming cabinets and systems, and/or #080.3. In damp locations fittings shall be gland compression type to the largest conductor. emergency power equipment, the contractor shall submit manufacturers' malleable iron. In dry locations fittings shall be all steel, zinc ploted, catalogs and/or shop drawings to the engineer for approval. this screw set type. requirement is required to check whether or not the contractor truly PROFESS/0, specify proper drawings, equipments, port numbers, and manufacturers, 2.5 FLEXIBLE METAL CONDUIT (FMC) �lcO \p0 LOiyG,W� APPROVED BY . DATE:? �� etc... . Eight (8) copies ore required to be submitted for review. The FMC shall be steel or aluminum with UL listing. Fittings shall be steel or (�, � . 11453 " - contractor will be notified when the review is completed and at such malleable iron threaded. C) - EXN012/31/ 3 'A CITY ENGINEER �__�_=_ _7 A RCE N 2 49 5time, the contractor mo order material and roducts. C9 -- ---- --- y p W _ �' DESIGN RECOMMENDED l�NA- E - LIGHTING DESIGNERS (0/1 1 01 D.D. ELECTRICAL ENGINEERS `r"T 4ECTRICP���P DRAWLN TUC51 STIN, CA 92780-7204 SHEET Foy CA \F� LDB INC. TEL: (949) 733-8038 E S- 1 OF L� INr,;uRPORATED FAX: (949) 733-8058 CHECKED DRAWING N0. B.L. Date: 5 ¢5/01 LDB NO: 21011 100-L. _ SHEETOF ■ 100 24' DAY CREEK BLVD. � ° 11 12 13 14 W --- — _ a ' U E~ P1-1.3.57 Q P1-1.3.5.7 4 #8 M-MM-CU-1.25' ' Iu8 GND. 4 u8 THNNNITPM--CU-1.25' - GND, PH,3 7 448 /TI-MM-CU-2' .. .. q> 2' ARE IN 6' SLEEVE _ 8 a 7 6 5 4 3 Q W I PEDESTRIAN WALKWAY LIGHT SCALE 1/2" = 19.0" / KEY MAP ' ES-3 ES-4 TOP BOTTOM TOP BOTTOM of � DAY CREEK BLVD. , , � >� / _ _ ' T)Mr CREEK BLVD.w _ , _ -� � ix - - - -- - 1 r - -- - - -- --- -- ------- ---- - ------- - - -- -- - i - m L- --- =--_-- 9 _ - 21 IC li L_C T _ U z �•� ES-5 ES-6 ' x 0 u TOP BOTTOM TOP BOTTOM ' ¢ DAY CREEK SLVU _ E LO - 4i] 5,7 1,3 -- - - - _ ._ ..._ ._ , `A 1 I'1 I Mal .I 11 : - I --PI-13,53 F:4-1,35,7- 4 I-1,3,5,7 4 U8 TI.."/TH N-CU-1.25' i 4 m8 THPN/TI,-M-WA25' 08 GND. k=8 GND. ��9 Q I IN 6' SLEEVE. ' 40 36' �38 37 35 34 33 32 31 3 ' I � w 1 J DESCRIPTION OF REVISION DATE CITY APPROVED: OQR,OLO/Vo CITY OF RANCHO CUCAMONGA 11453 3 E, 12/31 0 Z W A - ELECTRICAL P J. -0 1 S� F4ECTRiG��a�P CALDAYCREEK BOULEVARD ATF DF �FO� TRACT 15875 APPROVED BY - DATE: 0f CITY ENGINEER _: LOCO RCE No24Q53 DESIGN '— RECOMMENDED LIGHTING DESIGNERS D.D. ELECTRICAL ENGINEERS THESE PLANS ARE FOR THE POWER DESIGN ONLY. NOT FOR THE LIGHTING SYSTEM DESIGN. DRAWNB 3051 ED I N G E R AVE. LDB, INC. SHALL BEAR NO LIABILITY FOR ANY PERSONAL INJURY AND/OR PROPERTY TUSTIN, CA 92780-7204 SHEET DAMAGE OF ANY KIND THAT ARISES FROM THE LIGHTING DESIGN OF OTI-ERS. LDB INC. TEL: (949) 733-8038 ES - 3 46 INCOf?PORATED FAX: (949) 733-8058 DRAWING SC n I c: Y 3C _ O >> CHECKED DRAWING N0. B.L. Date: 5fZ5/01 LDB NO: 21011 SOS`- L SHEET �3 OF M W ' DAY CREEK BLVD. ° w _ w �3 --- --- - - - — ---- — �- - - - —2� - ---— --- ----- - 27 28 29 W - � x ¢ H P1-1,3,5,7 "' PH,3,5,7 4 tt8 TI-NHN/TNWN-CU-l25' PH,3,57 4 tt8 THWN/TI-M-CU-1.25" 1=8 GND. I 4 tt8 THHN/TMNN- -1.25' Itt8 GND. Itt8 GND. jUM (ENTIRE R �—P.O.C. ^, VERIFY LOCA ON �PI-1,3,5j A AT JOB SITE 4 tt8 Tl,+N/7-M-CU-1.25' 1 b - 5,7 Itt8 GND. L3 13 5,7 �_ „ - _ �" \� 44 8 /T{-IAN-C62 +r&' te -. - - - -- \\ IN 6' E S E. ' I 3tt2TN4-N/Tt-IAN-CU-3" � -- � - - - � p ' 47 46 45 44 43 42 41T .I ) 86 85 84 83 82 � LELECTIZICAL SERVICE PEDESTAL 120/24OV., PH., 3W. 100 AMPS MAN V � C7 KEY MAP W DAY CREEK BLVD. W ES-3 ES-4 W _ _ TOP BOTTOM TOP BOTTOM ------------------- ------ ----------- W 30 Y Cr` 33 `� , DAY �� (O Z -' -- w - r - w Ll Alt ' PI-1,3,5.7 ' 4 tt8 THHN/THAN-CUA25" P1 Itt8 GND- R-1 57 ES-5 ES-6 --� 4 TM-N/TMNN-GU-2'PI I, .5.7 -_ - Itt8�. a tt8 TNNN/TNWN-CU-1.25• --- � TOP BOTTOM TOP BOTTOM (1) SPARE itt GND. _ - 1,3 --� N SLEE=`✓E. 5.� --__ .. ..._ _. Ei 1 _ - -- -- — ui — -- 4 tt8 TNHN/THAN-CU-L25" Q 7` •- T r i' ' � �_' _ ll_ ttt3 GND. 1.25' C.O. `- Ll��i CL L_1�-�11 _ \, 11-7 - , SSEE •UNDERGROUND S S _�� 6 7 OCATOR DETAIL' i 111L�; �� �!-;--11� -- ' 81 80 79 , 8 W 77 74 73 SHEET ' c� A 0 DESCRIPTION OF REVISION DATE CITY APPROVED: OQRpFESS/ 0 CITY OF RANCHO CUCAMONGA PM L O 1145 AC �F >' 'L 3 E 12/31 3 y - `- ELECTRICAL PLAN sgTF Q7- CPA OF A, DAYCREEK BOULEVARD I.�F TRACT 15875 APPROVED BY . i ir DATE: CITY ENGINEER _ 49 RCE No25 DESIGN OFRECOMMENDED LIGHTING DESIGNERS ffN I �Af- D.D. ELECTRICAL ENGINEERS DRAWN rILDB 3051 EDINGER AVE. TUSTIN, CA 92780-7204 SHEET LDB INC. TEL: (949) 733-8038 ES- 4-OF 46 INCORPORATED FAX: (949) 733-8058 -- SCALE. 1 ' - 30 ' - 0') CHECKED DRAWING N0. B.L. Date: 5/25/01 LDB NO: 21011 SHEET OF I w w ' DAY CREEK BLVD. ' a w . - - 36 37 38 39 -- - - — ----- -4� W a _ a x u H ' d� 4 tt8T.5,7-IP1 /TF-fWN-CUA25' 5,7 1,3 1.3 4*8 GND. !LL25' C.O. SEE LOCATOR DETAILS- STUB$ 3 ^ G U Q '— — — — — (SHV(SHEET ES-2) L `t ' i-(2) 2' C.O. N 6' SLEEVE. 4 W KEY MAP ' DAY CREEK BLVD. w w - t - -- -- — 43 4445 -- - -1-7 --- - a� a� _ 3 ES 4 -- - - - TOP BOTTOM TOP BOTTOM a W DAY CREEK BLVD. l J P2-1.3,4,5.7 Z ,i �_ ` 1 J m � 6 U8 Tl-#-N/TNWN-CU-1.25' W ('---- _= - -- - �- Itt8 GND. -- _ P2-13.5,7 (ENTIRE RUN) 1 w - i- T N 4 tt8 TN-N/TI-(WN-CU-L25" ELECTRIC SERVICE PEpESTAL E �2 •�.�� 11 I-]_•L�-�•�• -�•,•� i i Itt8 GND. 120/240V., PSI, 3W. 4 tt8 W N/TWVVN-CU-2' 100AMPS MAIN - - (1)2 GIN ARE / IN 6' LEEVE. 5,7 ES-5 ES-6 5,7 _ lu8 GND. AA , TOP BOTTOM TOP BOTTOM �',�' CREEK BLVD. 4 u8 THE IN/TNWN- -1.25' I P.O.C.- L 3 u� TH!-aN/TNWN-CU-3' O (V Y LOCATION - 9 1 1 12 1 3 1 4 AT JOBSITE? 18 1917 . � uj (-, P2-1.3,5,7 v� 5* 4 / - - tt8 TNWN CU 1.2., Itt8 GND.' w A P2 a c:o DESCRIPTION OF REVISION DATE CITY APPROVED: FESS/ LoV, \ CITY OF RANCHO CUCAMONGA„453 3 E 2/31/ 3 y C9 Z A ELECTRICAL PLAN `ECM c OF CDAYCREEK BOULEVARD � A��Fp TRACT 15875 APPROVED BY - DATE: �f CITY ENGINEER _ -_ -_ RCE N02495 DESIGN _ RECOMMENDED LIGHTING DESIGNERS D.D. ELECTRICAL ENGINEERS DRAWN 3051 EDINGER AVE. TUSTIN, CA 92780-7204 SHEET LD8 INC. TEL: (949) 733-8038 ES - 50E-4-6 _ INCORPORATED FAX: (949) 733-8058 SCALE. 1 � — 30 � — O ” CHECKED DRAWING N0. B.L. Date: 5/25i/01 LDB N0: 21011 SA SHEET �S OF J 1 49' LIGNTNG FIXTURE w DAY CREEK BLVD. 0 6' ' w r —TI 7EADED v2' NPT I4JB W � PVC STABILIZERS NCLLDED rx W W 49 50 51 - -- 171/2' KIM OEPr7 _--- _-.-- 3 OWER POS v ' u Q �– ' (PWC) RIGID NON-MET Q � ALLIC CONDUT P2-1,3,4,5,7 MONI ENT SIGN P2-1,3,4,5,7 b 08 TF�N/11-1WN-CU-l25' 6 uS TNF N/TF M- -1.25' Iu8 GND. 108 GND. r-P2-1,3.4,5,7 i 6 08 T14-INM-IWN LH.25' 3.�• P2-1,3, ,5.7 7 I,3 5 7 .ter, , 108 GND. o LK:44TING FIXTURE 66 n8tD/TFWN - ��'" - - - -- - — _ 1 ._. ._ - - - -- - - - — � - - - - r G►�I ' 4' (D 6 SPARE RM 1 IN 6' $LEEVE� RM � , }� _ --}•� SHED GRADE x 20 21 22 23 24 25 26 27 ' ' w I w a UPLIGHT FIXTURE NTS NOTE: NTSTALL IFXTURES 3' FROM MO! ENT SIGN AND 3' APART, END TO END. KEY MAP ' ES-3 ES-4 0TOP TOP BOTTOM TOP BOTTOM ' DAY CREEK BLVD. > - DAY CREEKBLVD._ -__i-- W7=35 59 Q W - - 1rl II "� 1L� I I I Ui V1 x � ES-5 ES-6 TOP BOTTOM TOP BOTTOM P2-1.3,4,5,7 DAY ' ; 6 08 TF�F-N/TFaWN-CU-1 5' Fkc-r- _ - _ ---- -_-- ►08 GND. ui 6 a8 T /TI-IWN-CU-2' 0 ,� _`108 GND5,7J 'teN 6' SL EVE. 1,3 W � i(/11__L1�1'1_ �4�4 ^ P2-1,3,4,5,7 i 4 Fa=l7 — — 6 08 Ti+N/TNWN-CU-I.25' P I 108 GND. 7 ' 28 29 30 31 32 33 aQ 0 w DESCRIPTION OF REVISION DATE CITY APPROVED: QR°FESS'° p,M L O CITY OF RANCHO CUCAMONGA N��F 0. 1145 3 E 12/31 3 Z Lo --- -a ELECTRICAL P SgTEOF CAFDAYCREEK BOULEVARD TRACT 15875 APPROVED BY - DATE: 01 CITY ENGINEER _ RCE N 2495 DESIGN RECOMMENDED LIGHTING DESIGNERS D.D. ELECTRICAL ENGINEERS DRAWN LD 3051 EDINGER AVE. TUSTIN, CA 92780-7204 SHEET LDB INC. TEL: (949) 733-8038 ES - 60F. 46 SCALE. 1 ' -- 30 ' - 0 " CHECKED INCORPORATED FAX: (949) 733-8058 DRAWING N0. B.L. Date: ,v/25/01 LDB NO: 2101 1 —L"°Z -L' SHEETOF