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HomeMy WebLinkAbout1830-L DEVELOPER/OWNER LANDSCAPE AR Himmml RAL PLANS- CITY OF RANCHO CUCAMOGA C E C. U_ 10500 Civic Center Drive P.O. Box 807 19TH E Rancho Cucamoga, CA 91729/S ARC [ I I BAL D_ AVE (909) 477-2849 GENERAL FUND AND L . M VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET PROJECT SITE L-2 CONSTRUCTION PLAN - ARCHIBALD AVE. 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 10. CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON L-3 CONSTRUCTION PLAN - 19TH STREET PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE PLANS. 19TH STREET ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L-4 CONSTRUCTION DETAILS -. - 11. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE FOLLOWING CRITERIA: CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-5 IRRIGATION PLAN - ARCHIBALD AVE. s. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT 12 PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR '3� PRIOR TO THE COMMENCEMENT OF ANY PLANTING, SOIL L-6 IRRIGATION PLAN - 19TH STREET MI PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND 1995 AMENDMENTS SHALL BE ADDED AS CALLED FOR IN THE SOIL 4 SUPPLEMENT. ANALYSIS,PREPARED BY SOIL AND PLANT LABORATORY,INC. YCn AVAILABLE FROM THE CITY. L-7 I R R I GAT I O N DETAILS THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR ta. WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED ACCEPTANCE BY THE ENGINEERING DIVISION. L—VQ PLANTING PLAN - ARCHIBALD AVE. LI 5 BY LAW AND THE SPECIFICATIONS. 15 CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO A. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWi"08)969-7911 L-9 PLANTING PLAN - 19TH STREET EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-277-2600 TWO SAN GABRIEL VALLEY MUNICIPAL WATER DIST. L-1 O PLANTING / IRRIGATION (CALTRANS 19TH STREET 0 N L DETAILS 6. WORKING DAYS PRIOR TO CONSTRUCTION. B. JAMES FREI (800)483-5000 THE SOILS ANALYSIS PREPARED BY SOIL AND PLANT C. GENERAL TELEPHONE (800)427-2200 LABORATORY, INC. AVAILABLE FROM THE CITY AND ALL 7. RECOMMENDATIONS FROM SHALL SUPERSEDE SOILS D. SOUTHERN CALIFORNIA GAS COMPANY (909)967-2591 AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. CUCAMONGA COUNTY WATER DISTRICT UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT E. 9641 SAN BERNARDINO ROAD FOOTHILL BLVD. PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION RANCHO CUCAMONGA, CA 91730 (909)593-7474 FROM THE INSPECTOR THAT ESTABLISHMENT IS F. ACCOMPLISHED, PERIOD OF 60 DAYS SHALL COMMENCE. SAID METROPOLITAN WATER DISTRICT (909)390-4738 MAINTENANCE PERIOD SHALL CONCLUDE ONLY AFTER VERIFICATION OF OVERALL PLANT HEALTH BY THE CITY COMCAST INSPECTOR. MAINTENANCE SHALL INCLUDE MOWING, G DUPONT ST. WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS (PORTION OF RED HILL) WHICH SETTLE BELOW GRADE, FERTILIZING,AND APPLYING ONTARIO, CA 91762 (800)655-4555 SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND / \ UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, SOUTHERN CALIFORNIA EDISON COMPANY REPLACEMENT, CLEANING, AND ADJUSTING NECESSARY TO 7951 REDWOOD AVE. 8. KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH FONTANA,CA 92336 PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 9. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED N.T.S. PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER MAINTENANCE RESPONSIBILITY MAP 760-438-0525, CONSULTANTS NOTE: ALL CALTRANS PERMIT WILL BE REQUIRED FOR ALL WORK L A N D S C A P E CIVIL ENGINEER TO BE PERFORMED ON 19TH STREET. ARCHITECTURE LANDSCAPE MAINTENANCE SHEETS: Lam,L-6,L-10 DISTRICT AREA SITE PLANNING DAN GUERRA & ASSOCIATES LANDSCAPE QUANTITIES LANDSCAPE NOTES 10621 Church Street 10721-B Trademark Street Suite Rancho Cucamonga, California 19THI I it Rancho camonga 91730 CA 91730 v ._ ARCHIBALD AVE. s 1. NO ROCKS LARGER THAN 3'WILL BE ALLOWED IN THE BACKFILL FOR Tel; (909) 987-4306 FaX ;(9091 941 8 TREES PLANTS AND IRRIGATION SYSTEM TRENCHING. 4 ' ' ' (909) 484-2800 Y < PYRUS CALLERYANA'ARISTOCRAr 28 15 GALLON 2. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE WORK AREA j Fax (9091 484-2802 PROTECTION AND TRAFFIC CONTROL MANUAL BY THE CALIFORNIA JOINT JUNIPERUS CHINENSIS TORULOSA' 16 24" BOX UTILITY TRAFFIC CONTROL COMMITTEE. Richard Krumwiede TOTAL AREA 23,000 SQ.FT, 3. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON y", . _ CA Lic. #2834 AZ Lic. #29115 w TOTAL ACRES 53 ACRES ARE FROM AVAILABLE RECORDS.THE CONTRACTOR SHALL BE RESPONSIBLE NV LIC. #446 Q HARDSCAPE AREA FOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN 5,512 SO,FT. THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE TOTAL SQ. FT EXISTING SIDEWALK 4,365 SQ.FT. FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS. � SHEETS:L-2,L-S,L 9 TOTAL PLANTED AREA 13,123 SQ.FT. 4. FOR INSPECTIONS OF THIS PROJECT,THE CONTRACTOR SHALL CONTACT CAJCA �l/�O THE PUBLIC WORKS SECTION AT(909)477-2740, EXT.4075,MONDAY- O THURSDAY,AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION OPERATIONS. p 5. DURING THE CONSTRUCTION OPERATIONS ARCHIBALD AVENUE AND 19TH STREET MAY BE REDUCED TO ONE 12'MINIMUM LANE FOR THE SOUTHBOUND (ARCHIBALD)AND EAST BOUND(19TH STREET)TRAFFIC,BUT FOR ALL NON (� DESCRIPTION OF REVISION 1 = STREET �1Tv WORKING TIMES, EVENINGS AND WEEKENDS,ALL TRAFFIC LANES SHALL BE TREES ]�!1 OPEN TO TRAFFIC. DATE APPROVED Q e. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND CITY o f RANCHO C NGA LAGERSTROEMIA INDICA VUSKOGEE' 17 15 GALLON UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRS/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE F� TO SAID UNDERGROUND UTILITIES, PIPES AND STRUCTURES. O v TOTAL AREA 7,367 SO.FT. 7. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON 17 ACRES THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK,ALL DIS IMARCHIBALD AVE & 19TH ST L.M. D. TOTAL ACRES . CREPANCIES SHALL BE REPORTED FOR DIRECTION MEDIATELY TO THE CITY. HARDSCAPE AREA 1,604 SQ.FT. 8. ON THE DATE AND AT THE TIME OF THE SUBMITTAL OF THE BIDDERS PRO- TOTAL SQ.FT EXISTING SIDEWALK 2,Q72 SQ.FT. ►�.� POSAL,THE PRIME CONTRACTOR SHALL PROCESS ANY AND ALL CONTRACTOR TOTAL PLANTED AREA 2+791 SQ.FT. LICENSES. IN FORM AND CLASS AS REQUIRED BY ANY AND ALL APPLICABLE LAWS WITH RESPECT TO ANY AND ALL OF THE WORK TO BE PERFORMED UNDER IJ THIS CONTRACT,INCLUDING BUT NOT LIMITED TO A CLASS'A'LICENSE TITLE SHEET (GENERAL ENGINEERING CONTRACTOR)OR CLASS'C-27"LICENSE(SPECIALTY CONTRACTOR-LANDSCAPING CONTRACTOR)SUFFICIENT TO COVER ALL THE WORK TO BE PREFORMED BY THE PRIME CONTRACTOR IN F CCORDANCE WITH Fl 1THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW(CALIFORNIA BUSINESS APPROVED BY: DATE: STRI-=E i STREET TREE NOTE AND PROFESSIONS CODE,SECTION 7000 ET.SEQ.)AND RULES AND REGULAT- N p S C A pe K3NSADOPTED PURSUANT THERETO. �'� + CITY ENGINES � RCE No. 4953 THE ORNAMENTAL PEAR TREES, 28 EACH, ALONG ARCHIBALD AVENUE KI'�mw;�• VOr \ WILL BE PLANTED BY A SCOUT TROUP. THE CONTRACTOR IS REQUIRED 9. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL BE COMPLETED IN �' a e y� DESIGN TO PROCURE AND DELIVER THE TREES TO THE SITE. THE CITY WILL ACCORDANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF ,� m I ARCNITERRA DESIGN GROUP RECO MENDED PROVIDE COORDINATION FOR THE TIME AND DATE OF THE PLANTING. TRASPORTATION SPECIFICATIONS. SHOULD A CONFLICT ARISE BETWEEN THE La � JAF LANDSCAPE ARCHITECTURE THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE PLANT PIT, CONTRACT PLANS,SPECIFICATIONS AND/OR DETAILS PREPARED BY THE SITE PLANNING PERMITTEE,THE STATE'S STANDARD SPECIFICATIONS SHALL GOVERN AS °" DRAWN 10621 CHURCH STREET, STS. 106 BACK FILL MATERIAL AND MATERIALS FOR THE TREE STAKING. DETERMINED BY THE STATE'S REPRESENTATIVE. t 7-31 2 ,e * JAF RANCHO URCH STREE,CA 91730 SHEE1 L_ �+ (909)484-2800 FAX: (909)484-2802 N.T.S. Z �'r o ` CHECKED REVISED 5/3/02 RLA N0. 2832 DRAWING N0. N F CIN JAF DATE 3-25-02JOB No. 0200co 1S�0-L 0 SHEET 1 OF 10 (y) CONSTRUCTION LEGEND J • 0 EXISTING PERIMETER WALL TO REMAIN. MATCHLINE A-A. SEE THIS SHEET MATCHLINE B-B. SEE THIS SHEET W s 19th ST_ (S-R30) o .� Rs O EXISTING CITY SIDEWALK TO REMAIN. 13 10 low 16 - (f} r ( 3 ) EXISTING ACCESSIBILITY RAMP TO REMAIN. 11 YP. P.A. 5 ■ 10 8 1 2 EXISTING IRRIGATION BOX I W ■ 4O EXISTING SCE ELECTRICAL VAULT TO REMAIN. P.A. 18 TO BE REMOVED 24„ •Q` 14 W TS PMLBOX.PROTECTADA)STTO GRADE • 9i � 4 9 1 11 � : 1 ( 5 ) EXISTING STREET LIGHT TO REMAIN. 58 "s V ■ v 3Cm - EXISTING DRAINAGE CATCH BASIN TO REMAIN. 52 9 v . x 13 W 21 O EXISTING FIRE HYDRANT TO REMAIN. 10 v 11124" Z ■ 8 N * g x 2 - J ■ q 4 O EXISTING CURB AND GUTTER TO REMAIN. 10 I U') SCE&TV PULLBOX g LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A& B p. x (� ■ PROTECT IN PLACE O N FOR SIZE AND PLACEMENT. � I-- P.A (CITY STANDARD DETAIL N0.542), SHEET L-4. SEE CONSTRUCTION PLA 0 S C i11 ■ 43'-0" 9'-0 * - P.A. 1 " GAS VALVE-PROTECT IN PLACE -1 B. 24" 2 N _ C. 18" P.A 1 I EXISTING SI -PROTECT IN PLACE 3 EXISTING ASH TREES •: 10 10 COBBLE PAVING PER DETAILS A&B(CITY STANDARD DETAIL NO. 542), SHEET L-4. 18" g TO BE REMOVED • 59 24" 24" 11 ,, 7 1 6"CONCRETE HEADER PER DETAIL C(CITY STANDARD DETAIL NO. 534), SHEET L-4. ■■ 1s g I N 9 c? 12 EXISTING SLOPES TO REMAIN. _ W 53 ° LO_ 7,-3, \ " N BUS STOP SIGN 4 EXISTING WINDROW TREES TO REMAIN IN PLACE. / •"". 18" P. 0 4 13 24" g Q w 15 24" 10 I 1 ,4 g" 1 11 EXISTING WATER METER POINT OF CONNECTION TO REMAIN. � 1 o 18" O• 24" T 5 2 24"; W ,5 CONSTRUCT 4"THICK MEDIUM, BROOM FINISH CONCRETE PAD AREA FOR BUS STOP. s,Cm 11 \\ 1 s' d9 c> 24" 4_g" - - � 1 " 1 g EXISTING ELECTRICAL PEDESTAL LOCATION AND CONTROLLER.TO BE REMOVED AND REPLACED PER LEGEND. q / � 0 11 i o Q " * B.C.R. r x 8 I 13 5 1 49' N * 24" P.A CY r * W 4 TYPICAL JUNIPER SHRUB REMOVEAL: 10 x 11 CONTRACTOR TO REMOVE ALL JUNIPER SHRUBS LOCATED ADJACENT TO BACK I > OF TREEADJACENT SIDEWALK OS T D VE..ONTRACTOR TO PROTECT IN PLACE ALL g., 24"- 3 Q I L. 12'4" 5'-9 w 54 ,0 I 9 MIGNO 2 * 1 11 11 PI Sta=238+49.8200 1 s" 11 �' P.A. 2 " oD 5 8 CD STREET , 4" - 72 0 g , � 24" 7 ,8" o D 3 N P.A. ILI * " 24" 12 I TYP. 11 I -3" E.C.R. _ , 4" 10 18" �P 9 h !Z 24" , 11 st * 18" 4" EXISTING SIGN-PROTECT IN PLACE � * r " 7'-6" 1 ' * ' * 4" 9 9 55 . „ 18" 0 24 8'-s" 18 10ZD * 12 x 24" < I * °� I 10 L N co 24" 5'-6" s'u�•, 24" '9 18" 11 = - 18" 5 6 0 - x o" O P.A. r , v ,. J s Q 2 , * I TY P. LO 24" 4" MM 1 4 * 18" W ,0 24" GTE MANHOLE TELT '9 * 24" , 24" Q 11 I 8 I j 1 24„ 11 I * 2 56 2 Q 18" 18" 10 P.A. Z? r 24' Q, 9 8 `Y A. g 40 P.A. I * 8 U 1 O x 11 GAS VALVE 24O i e x • Y " TYP. - - - - _ ■e - - x 24" < 24" i r 2 I LIMIT OF WORK Cl) A. La 18" 1 * 13 I DESCRIPTION OF REVISION DATE APPROVED * CITY of RANCHO CUCAMONGA 57 24" �' � I . � _ Q 11 ■ ■ ■ ' ' ■ ' ' ' ■'-L' " ' " " " " " " " " Archibald Avenue & 19th Street Landscape Plans 24" MATCHLINE B—B. SEE THIS SHEETARCHIBALD AVENUE = x 18 g - P.A. 10 U) I SHEET KEY MAP - - - - - - - 13- - - - - - - �o CONSTRUCTION PLAN Underground Service Alert MATCHLINE A—A. SEE THIS SHEET N.T.S. APPROVED BY: DATE. ,� 'gyp SC APF CITY ENGINES RCE No. 2495 Call: TOLL FREE PLAN CROSS REFERENCES ��"'w y �a �' ARCHITERRA SIGN GROUP a e� � DESIGN R C MENDED o 1 -800 _ LANDSCAPE ARCHITECTURE M v `� SITE PLANNING FOR NOTES AND LEGENDS, SEE THIS SHEET = 10621 CHURCH STREET, SUITE los 6 sq^ �" DRAWN RANCHO CUCAMONGA,CA 91730 SHEET U 422-4133 FOR DETAILS, SEE SHEETS L-4 s� 8 , -- * L-2 JLP (909)484-2800 FAX: (909)484-2802 'J FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS `��' ���� CHECKED REVISED 5/3/02 RLA NO. 2832 DRAWING N0. 1 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 SCALE: 1" = 20' rF 0 F C IN JAF 3/25/02 O FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 DATE JOB N0. 0200 1830-L o SHEET 2 OF 1_ CONSTRUCTION LEGEND EXISTING O 1 I PERIMETER WALL TO REMAIN. G ■ ■ O EXISTING CITY SIDEWALK TO REMAIN. ■ ■ W 3 EXISTING ACCESSIBILITY RAMP TO REMAIN. ■ _ 19TH 1000.00 METERS STREET _ _ _ _ �S R3D) _ 4 EXISTING STREET LIGHT TO REMAIN. cn . w ■ 5 W EXISTING FIRE HYDRANT TO REMAIN. ■ O ■ TS4318 TSPS ■ 1 8 7 4 8 2 6 8 7 EXISTM TNN 8 2 9 8 7 PSS ECT NN 8 fi 2 4 9 1 8 DUSTING 7 ; U) s EXISTING CURB AND GUTTER TO REMAIN. • PLACE PLACE PLAN O w ; W 7� COBBLE PAVING PER DETAILS A& B(CITY STANDARD DETAIL NO. 542), SHEET L-4. w (n 8 6 CONCRETE HEADER PER DETAIL (CITY STANDARD DETAIL N0. 534), SHEET L-4." Q ■ A. Q �9 PA o- . . hP P.A. 6;9 �9 P.A. �oP U 1 O EXISTING UTILITIES TO REMAIN. ADJUST TO GRADE. w ; ■ w Z 6'-6° s'-s° 6'-6° L6-6 ■ _z ..J ' J 54'-0" 29'-3" 57'-6" 30'-0" 60'-6" 29'-6° 85'-0" ■ U � ■ U ■ Q ' ■ Q ■ 22 47 48 49 ■ • w 19TH STREET ( /S R301 : ww 200+00.00 METERS ■ I • CIO ■ EXISTING SIGN EXISTING SIGN ' 2 8 1 2 4 $ 7 PROTECTIN 6 3 5 3 6 7 PROTECT IN 8 Ca2 1 • F- PLACE PLACE . w Y 4 • �w^ O _ _ _ _ s- I -. _ _. _ ■ U) P.A. a 9 0Q` P.A. ■ U W ■ 1 m z Q I w w � C 6—6".' (J♦^ � 45 0 ■ L J ■ D w : U J Q . Q 20 21 P. P.A. 22 ■ ■ a a a ■ i DESCRIPTION OF REVISION I DATE JAPPROVED f RANCHO CUCAMONGACITY o Archibald Avenue & 19th Street Landscape Plans 19 th STREET AVENUE SHEET KEY MAP Underground Service Alert 9 Aar r CONSTRUCTION PLAN N.T_S. c APPROVED BY: DA1 E.s ��— ` "°SC A''f CITY ENGINEE RCE No. 2495 CaII: TOLLFREE PLAN CROSS REFERENCES A- 6 ��"'w� `y DESIGN ARCHITERRA DE N GROUP REMENDED 0 i6R ALANDSCAPE ARCHITECTURE 1cv' � JAF SITE PLANNING O 1 -800 MI� FOR NOTES AND LEGENDS, SEE SHEET L-2 �� -� _ . 10621 CHURCH STREET, SUITE 106 FOR DETAILS, SEE SHEETS L-4 s31 DRAWN RANCHO CUCAMONGA,CA 91730 SHE'1 L-3 J 422 4133 - JLP (909)484-2800 FAX: (909)484-2802 , FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS �a �� ? FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 „ _ �'r �� CHECKED REVISED 5/3/02 RLA N0. 2832 DRAWING NO. N TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 — 20 F Fo O o ,. n _ F AF 1 2 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L 9 6 p J DATE 3/2 �0 JOB NO. 0200 1830-L o SHEET 3 OF 10 COBBLESTONE 2°b IN R.0 W. FLAT SIDE UP PCC PER CITY STD,534 MORTAR TOOL MORTAR pNifS 911"ALK 1 URB 24" 1 11C-1 TO ACCENT COBBLE OR CONCRETE 7 COBBLESTONE HEADER NAROSCAPE �� l •.� ) (".. 12• 2 v - MORTAR EVEN 6'ANI. QNB �:: 4:- AND WALK 's'M!NR1UM m1.0 FO-i E BED UtlDEFNEATH i).W*L ESIONE ♦�♦�♦�♦ ♦ ♦�♦�,� ♦�♦�♦� •♦. .♦.♦. ♦•♦.♦.♦.♦ �24 DER �� ATE PER PLAN) 3'MIN.900.DEPTH AT , Q EDGE OF COBBLE 1 O d a SIT" RB COBBLESTONE - NC RTE HEADER-112'RADIUS 0_ 'Q- _ u, 0 EXPOSED EDGES A FINISH PER PUN � 1•IN LAWN (INS T ALL AT GRADE LEVEL AT SWALE 83�17'M1NR.AtJM 112'RAD. ROSSIN�GSj 01 OONCRET E BED 6'OR 8' - EE NOTE FINISH GLADE oJI s 24' IF N3 /w� 2.Max MORTARED STONESWALE � 1•�•'• � g LEGEND jDEPTH •••' -.U_ 4 d. i. EXISTING ASPHALT TO •• O: REMAIN. •S•t RE-BAR CONTINUOUS . O O COBBLESTONE CONCRETE CURB4`CON';RETE BED W (UNLESSOTHERWISE INSTRUCTED) O" 2. TYPE C2-AR-4000 A.C. KNISH BENEATHCOB&F d 4 O SURFACE TO BE PLACED NO SOONER THAN 14 DAYS NOR ABOVE LATER N 35 DAYS z MIN 19 wx RAD. aLReactrrTER FOR EEND DmoMN 4 N BASE PAVANG TYPEBAR AFTER4000 A.C. BASE TO BE PLACED a . : a : t: r: ••a : 4 2 3 5 WITHIN 72 HOURS AFTER CONSOLIDATION OF BACKFILL. g POC MOW CURB PER P.A. - --- - CFLY STD.S34 .t - .t.. .•i- . ;! :;, :;�:•,>;: `..- LEGEND 6 3. 3 LIFTS OF CRUSHED AGGREGATE qMN 14 VAXRAD _ BASE IN TRENCHES LESS THAN >r: 1. BOULDER PER OONSTRUCIIION PLAN.RECESS AT LEAST 113 OF BOULDERS 100 FEET IN LENGTH. TOP LIFT TO NOTES 91OEW K HARDSCAPE DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE AS BE ROAD BASE MATERIAL 1 CONCRETE CUM 520-D-251lC PAYING. CITY TO APPROVE BOULDERS AND SPOT NOTES 90%-95%RELATIVE COMPACTION. L ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHA(I W- JON7 AT RIOHT ANGLES(TYP.) LOCATIONS PRIOR TO INSTALLATION, BOULDERS MAX 3-0'=MIN.z-0' 1. PROVIDE SCORE JOINTS AT 1(Y-0'O.C.AND 318'EXPANSION 4. 12'MIN.OF SAND BACKFILL. COBBLESTONES MAX_12'-MIN MF WITH ONE FLAT SIDEJOINTS AT 20-0'0 C. 3, BMKDERS SHALL HAVE IS EMBEDMENT.COBBLES SHALL HAVE 2A EMBEDMENT. 2- 112'POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. l ALL SPACES BETWEFN STONES SHALT *RLI ED WITH CLASS'D MORTAR1 PART CEMENT 2. 6'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND S. 4'DIAMETER CONTROL WIRE . TO 2-12 PARTS SAND.2000 PSI PORT LAND CEMENT CONCRETE (NO DRY-PACK'ISALI.OWECq 3. ADJACENT CONCRETE PAWL POURED AROUND BOULDER. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF ANDPRIVATELY MAINTAINED AREAS SLEEVE,PVC SCH.40. S. A SAMPLE AREA.MIN.40 SO FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO e PROCEEDING WITH REMAINING ROCK WORK FINAL RESTINGPOSITION OF ALL ROCKS TO BE APPROVED BY THE CRY NSPECTOR 3. CONCRETE?O BE 520 C-250D MIN. 6. 6'DIAMETER MAINLINE I- ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTION ABL E W IGURAT)ONS a EXCESSIVEMP IRON CONTENT 4. 9EY°e COMPACTED SUB-GRADE. & ALI COBBLESTONE AREAS SHALL HAVE 6'x 6 CONCRETE HEADER AS AN EDGE AT PLANTING IRRIGATION SLEEVE. PVC SCH.40. D. RDCKSCAPE SHOULD FOLLOVi GRADE W&IERE SLOPES EXIST AND MAINTAIN A?%MIN.AT ALL TWS NTTHM THE R.O.W. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF NCHO CUCAMQNGA, AIF RNIA NOTE: THIS DETAIL IS FOR REFERENCE ONLY. CONTRACTOR W#L�COMPACTED SOIL. R A➢'nc FPB✓ APPra„FDFI� STANDARDPLAN 46 RIVER WASHED GRANITE � �°� CONCRETE HEADER BE RESPONSIBLE FOR FOLLOWING ALL CITY STANDARD DETAILS vOBBLESTONES 542 CLDYEN NE FA DATE RK534 AND CODES REGARDING OPEN TRENCH EXCAVATION. RCE 24953 SE WITH STANDARD SPE0IF';ATw)NS FOR PUBLIC WOWS CONSTRUCTION SHM 1 OF I RC EN' DATE TT Q USE WITHSTAN0AR0SPE(AFDCATKIN.S FOR PURI K:WORKS"ISTRUCfION SHEET I OF 1 QOBBLE PAVING B0Ui DER BY PAVING TRENCH EX AVATI N DETAIL SCALE: NTS # 542 SCALE: NTS SCALE: NTS # 534 SCALE: NTS SCALE: NTS AN SCALE: NTSSCALE: NTSry SCALE: NTS SCALE: NTS SCALE: NTS DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA Archibald Avenue & 19th Street Landscape Plans 19 th STREET AVENUE CONSTRUCTION DETAILS APPROVED BY: _ DAT E: -01?/ �.�V,D SCA Pp 4 CITY ENGINEER ../,t-� RCE No. 24533 *Umwy� a �°� `'y DESIGN ARCHITERRA DESIGN GROUP R O MENDED o JAF LANDSCAPE ARCHITECTURE co y, SCALE: SCALE: NTS —' SITE PLANNING 0 NTS NT F A NTS J g �,e 10621 CHURCH STREET, SUITE los - - SCALE. S SC LE. - - DRAWN NTS SHE RANCHO CUCAMONGA,CA 91730 L-4 w/1 J '� JLP (909)484-2800 FAX: (909)484-2802 L �} , Z.- < Z sr'r Dole ` CHECKED REVISED 5/3/02 RLA NO. 2832 DRAWING NO. N F o F � OF ►. F c a DATE T21/02 JOB NO. 02441830-L 1 SHEET 4 OF _ 0 IRRIGATION NOTES: 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE CITY SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER ■ METER. ■ 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR ■ (1F REQUIRED).FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY .• W A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND MATCHLINE A-A. E E THIS SHEET MATO H L i N E B•s . S H i S SHEET 19th ST_ �S R 30 SPECIFICATIONS,O B MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE W EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. �y . . . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �.■�■.�■.■ i. r ■ ■ : ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _ �_ _ _ -;-- - 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB)SBBC 45 AL ALUMINJM 1 1 ■ ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER U) • V J ■ POSSIBLE. 1 3/4' 1 .••'""'•••• 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN •• ••• CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY 1 1 1 I P.d.C.'A' •. W ■ CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND 3/a° �� i W 1 EQUIPMENT,AND ARCHITECTURAL FEATURES. 2. li A 7 : 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO y,. COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO' ' ■ ��G 6. THE HE CITY. CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND EXISTING PLANT NOTE 11 ,1 U ■ 2 A R PLACEMENT.AT NO COST TO THE , + � � �5 STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REP IW E LACE# , 58 CONTRACTOR TO PROTECT IN PLACE ALL 3/e' 1 CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. a' I EXISTING JUNIPER TREES INCLUDING ANY 3'4 t 1 16 -IJ t U ■ 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH DISRUPTION OR CHANGE OF EXISTING GRADE T t I MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND 1 ya FROM PERIMETER WALL TO APPROIXIMATELY W INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL 3'EAST OF TREE TRUNKS. CONTRACTOR SHALL 1 r(� CONSTRUCTION. 1 I I •....... Z - - �- - - '� 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY NOT STORE ANY MATERIALS, SUPPLIES OR EQUIP- 1 TYPICAL IRRIGATION DETAIL - 'r,2 PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR MENT ON THE JOB SITE. CONTRACTOR WILL ALSO 1 11 N.T.S. .",� • SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER t BE RESPONSIBLE FOR PLACING THE ORANGEt ■ • HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL 1 1 PLASTIC CONSTRUCTION PROTECTION FENCING. , 1 = �Q BE MADE AT NO ADDITIONAL COST TO THE CITY. r , 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE 1 I Ii U ■ 1 I CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL It 314 1 STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. I �--� 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF 1 1 •L� 1 WATER PER WEEK(GROUND COVERISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE 1 a14- 314 1 1 FLOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. , 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. 11 I THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY 27 A-1 .••,•• 1 THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. 1 31411 11 3 4„ 11/2" 887 S.Q-F.T. 1' 1 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-(PER LEGEND}-LRIRR w/TP-1,TP-110(LOCAL RADIO)WI LR-DOME INSTALLED WITHIN A STRONGBOX(SB)24SS1120 VOLT CONTROLLERIELECTRICAL ENCLOSURE. MOUNT THE 5ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH j N COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF 9 1 314' 1 THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 1 a 1 1 f .••"•. 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS RISERS,PULL.BOXES,ETC. PER SCE DRAWING, AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. 1 W 53 Nt ;, 1 1 ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE.COORDINATED AND PAID FOR BY THE CITY. 1 `T 1 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED BUS STOP DESS OTHERWISE DESIGNATED ON THE PLANS. 1 TYPICAL SLEEVING NOTE: •' • 1 G 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER 1 1 ; CONTRACTOR SHALL SLEEVE ALL MAINLINE PIPE THAT PASSES 1 1�F HEAD IS 1/4'ABOVE FINISHED GRADE. 1 UNDER ALL HARDSCAPE AND COBBLE AREAS. CONTRACTOR SHALL 1 $� I t 1 1 a•4• I PROVIDE AN ADDITIONAL WIRE SLEEVE AT EACH MAINLINE SLEEVE. t IRRIGATION LEGEND 1 1 MAINLINE SLEEVE SIZES TO BE 6" AND ALL WIRE SLEEVES TO BE 4" t I ZG 1 UNLESS OTHERWISE SHOWN. I 1 WY, M. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G P.M. P,$1 5 314' rte- , > RAINSIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 1 HARDSCAPE DAMAGE NOTE 3/4• 1 Q 0 RAINSIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 • ° i ALL HARDSCAPE DAMAGED AS A RESULTI 1 a'4 I OF THE TRENCHING OPERATION SHALL BE ' I POINT OF CONNECTION NOTE 'A': +" 1 A-7 30 i IV RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 i REPLACED IN KIND PER CITY STANDARDS, 0 0 INCLUDING. BUT NOT LIMITED TO SIDEWALKS W CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY Q 1 ' 112" T.1328 S.O.F. 6_ RAINSIRD 1812-SAM-PRS-BQ POP-UP-SPRAY HEAD 8' .30 30 I, , a°DIA. s' ACCESS RAMPS, CROSS GUTTERS, SPRAND- 1 DOWNSTREAM OF THE 1112" DOMESTIC WATER METER. REFER TOlip? 1 RAINBIRD 1812 SAM PRS 8H POP-UP-SPRAY HEAD 8' 50 30 i I RELS AND ASPHALT CONCRETE PER CITY. 1 CCWD STANDARDS FOR ADDITIONAL INFORMATION. EXTEND NEW 1 • I TYPE 'K° COPPER PIPE (OR AS PER LOCAL CODE)AND INSTALL A 11/2" 1 �II RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 SEE TRENCH REPAIR DETAIL D, `t t1 �1 BACKFLOW PREVENTER, A 11/4" FLOW METER, AND A 2' MASTER 1 SHT. L-4 1 I i I 1 1 VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. 1 1j/ RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10 .40 30 MIGNONETTE 1 , STATIC WATER PRESSURE: 80-75 P.S.I. 34 1 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 80 30 _ SYSTEM DESIGN PRESSURE: 57 P.S.I. 1 1 MAXIMUM IRRIGATION DEMAND: 30 G.P.M. � RAINSIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEADAD 10 .80 30 4- STREET RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15 .90 30 1� 1 1 i D 1 1 TYPICAL MAINLINE STUBS: ala- Ii Cy) 1 1 + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 4 CONTRACTOR TO STUB-OUT AND CAP 1 11 Mgt 314' ' + RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30 V0 t i 2" MAINLINE FOR FUTURE VALVE AND 11 1 I INSTALL INTO A 10" DIA. ROUND VALVE ,I I NOTES: 1 �G BOX MARKED FRCV(FUTURE REMOTE I j Np,D'L CONTROL VALVE). CONTRACTOR TO IN- 11 1 11 4• CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE VI I I STALL VALVE BOX 3"ABOVE FINISH EXISTING IRRIGATION NOTE: 1 , ITO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE.SEE DETAIL'M', SHEET L-7. GRADE FOR LOCATING PURPOSES.CON- 2. CONTRACTOR TO REMOVE ALL EXISTING TRACTOR TO TERMINATE NECESSARYE i IRRIGATION ON THIS SITE 3'a' 1 a' EQUIPMENT 1 1 LOCATION. 11 11 112" DOMESTIC WATER METERS PER CUCAMONGA COUNTY NMIr 1 314' 3'4 '11 1 WATER DISTRICT WATTS 403-RT-RW LINE-SIZE GATE VALVE(THREADED) 55 I 314' 1 A-5 30 I 11+ a FEBCO 825-Y-BV-1.50 112"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A 1 It • 1 STRONG BOX ENCLOSURE MODEL#SBBC-45-AL t j 3/a• 11/2,, 1142 S.Q.F.T. 11 z 1 ' ® CALSENSE FM-1258 1114"FLOW METER 1 N < EXTRA WIRE NOTE: 14 I as If I 3/4 CONTRACTOR TO STUB OUT 6 ADDITIONAL 1{ a' A-11 30 SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE T 314' �.. CONTROL WIRES, ONE COMMON, AND 1-ORANGE I 314' 31a' 1 I A CALSENSE ET2000-16-LR-RR-TP-1 16-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER � 11�Z" 883 S.Q.F.T, � # _ INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL . SB 24SS/120 VOLT t WIRE FOR FUTURE VALVE INS 3'4 "� N TP-110 w1 LR DOME NS ALL O 1 � RAINBIRD EFS-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE SIZE AS SHOWN ' � O 2' 11 1 I U 1 0 E , I Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 0 150 O.C. 314 1 1 I i i - - - APPROVED SCH_40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315.2'AND LARGER y4 > 1 3ra I li4 APPROVED SCH.40 PVC LATERAL LINE.SIZE AS SHOWN,MIN.COVER 12' 11;z . a 1 N4° ===:: APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS r 18 a A-4 a 1` OTHERWISE NOTED 1 314 11/2" 583 S.Q.F.T. J I as 1 U I CALTRANS NOTE: 1 56 Q IRRIGATION SYSTEM WITHIN THE STATE RIGHT OF WAY SHALL BE oc A-3 14 ` - 1 INSTALLED IN ACCORDANCE WITH THE PROVISIONS IN SECTION I/2 11 co 20-5 IRRIGATION SYSTEMS OF THE CURRENT CALTRANS 427 SQ „ 1.F.T. SPECIFICATIONS. FOR CALTRANS DETAILS SEE SHEET L Q _� �• 10, 1 DETAIL J,K,&L- i N_ 314" 3/41 314 U a 8 1 N 1 i LIMIT F W O ORK , 1 A-6 29 I 2s 1 1112" 907S.aFT. DESCRIPTION OF REVISION A-2 DATE APPROVED 1 31a i � 4 , 2 • 4' "�" 838S.Q.FT 12. 1 CITY of RANCHO CUCAMONGA 57 11 4 3(4 1 1• 1 31d. V14 ■ ■> LAj"am ■ . ■ . R . . . . . ■ ■ . . ■ ■ ■ . ■ . ■ . . . i &4" ,I Archibald Avenue & 19th Street Landscape Plans MATCHLINE B-B. SEE THIS SHEET 1 ARCHIBALD AVENUE I 't I11 1 1+ TYPICAL CONTROLLER NOTE : SHEET KEY MAP 1 I CONTRACTOR TO INSTALL A CALSENSE WALL MOUNTED CONTROLLER ■ - -- P- TP-1 WITH LR-DOME ANTENNA MODEL NO. ET2000 16 LR-RR T 1, 10, ®� IRRIGATION PLAN Underground Service Alert INSTALLED. CONTRACTOR SHALL PROVIDE STAINLESS STEEL 9 MATCHLINE A-A. SEE THIS SHEET MOUNTING PEDESTAL(STRONGBOX MODEL#. SB-24-SS/120 VOLT) FOR NT.S. APPROVED BY: DATE: '5b...-- CONTROLLER. CONTRACTOR TO PROVIDE 120 VOLT POWER SERVICE S A p ■ • LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. COORDINATION OF ��� F CITY ENGINES ) RCE No. 249S Call: TOLL FREE FINAL HOOK-UP OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE wumk,. qq PLAN CROSS REFERENCES IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE h a sae s DESIGN ARCHITERRA DeSIGN GROUP MENDED o 1 -800 w I VALVE SIZING KEY CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA �� �, JAF LANDSCAPE ARCHITECTURE co PRIOR TO INSTALLATION. CONTROLLER SHALL BE OPERATIONAL PRIOR w SITE PLANNING TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE - 10621 CHURCH STREET, SUITE 106 �tt z FOR NOTES AND LEGENDS, SEE THIS SHEET CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND x Ig we DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 422-4133 FOR DETAILS, SEE SHEETS L-7 A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: - * MLD/JINN (909)484-2800 FAX: (909)484-2802 L-5 , VALVE # 1 10 Pm -02 P Z 3, VALVE I FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA (619)436-0525. „ _ s�'l bAt o��\ CHECKED REVISED 5/3/02 RLA NO. 2832 DRAWING NO. o TWO WORKING DAYS BEFORE YOU DIG VE S ZE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 SCALE. 1 - 20 F OF c a�`�� JAF DAA 3/25/02 JOB N0. 0200 1830-L ao FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 0 SHEL7 �_OF 1- ■ ■ W : 0 IRRIGATION LEGEND uJ ■ 19TH 100+00.00 METERS STREET �S R30 ■ � MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS 02kQ.,� _ - �^ _ _ _ I _ _ _ _ _�_ _ _ _ ____t_, _ _ _ _.� _ _ 4 _ � b- RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 ■ W 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5 .20 30 ■ ■ ■ _ I@ RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6 .40 30 (n hL RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 ■ W ■ In W RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 ■ W ■ W 'y' RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 81 .70 30 - - - - - - RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 1(y 40 30 Q ■ 3!4' �3,a' i" y4" J'~ 34 ' >� V4' — y - r V � 1' 3�4 — 3 q ■— . - _ U V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 is ae' =� -r':r r r r r r r - - - - - 2' r - r Q ■ � .-s - � _�-"s .� is - - - - r - �r - - - - - - - r - - - - - r O r r r - r - - r - r r r r - r r - r r r-� 4• * RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 W ■ ■ W + RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 Z ■ A-8 i9 A-10 24 ■ Z RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 J ■ 11/2 704 S.Q.F.T. 11/2" 892 S.Q.F.T, ■ _ ■ ■ J " + RAINBIRD 1812 SAM PRS 15VAN POP-UP-SPRAY HEAD 15' 90 30 : U ■ F- NOTES: Q ■ Q CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE ■ ■ TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL WI. SHEET L-7. 22 47 48 49 EQUIPMENT 11/2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY WATER DISTRICT ►� WATTS 403-RT41W LINE-SIZE GATE VALVE Q FEBCO 825-Y-BV-1.50 11/2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A STRONG BOX ENCLOSURE MODEL#E SBBC-45-AL ® CA-SENSE FM-1.25B 11/4"FLOW METER SUPERIOR 310D SERIES 11/2"NORMALLY OPEN MASTER VALVE A� CALSENSE ET2000-16-LR-RR-TP-1 16-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TP-110 w/LR DOME INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL 4.SS-249SI120 VOLT HARDSCAPE DAMAGE NOTE RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN ALL HARDSCAPE DAMAGED AS A RESULT Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 0 150' O.C. OF THE TRENCHING OPERATION SHALL BE - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER REPLACED IN KIND PER CITY STANDARDS, INCLUDING, BUT NOT LIMITED TO SIDEWALKS APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" ACCESS RAMPS, CROSS GUTTERS, SPRAND- RELS AND ASPHALT CONCRETE PER CITY. ------==� APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE NOTED SEE TRENCH REPAIR DETAIL D, SHT. L-4 CALTRANS NOTE: ■ ■ F—" IRRIGATION SYSTEM WITHIN THE STATE RIGHT OF WAY SHALL BE l°j,) INSTALLED IN ACCORDANCE WITH THE PROVISIONS IN SECTION 19TH zooms oo QRS TR E ET (SR30) _ SPECIIFIICATIONS. FOR CALTRA S DETAILS SEE SHERET L-10, _*}U) 1 DETAIL J,K,&L. ■ ■ U)■ ■ ■ ■ ' W■ __ _ -w: w !W. - o 3, 34 3/4° — — — — — — s4' 4` • i6"DIA. 4•DIA. �./ ■ W O Q ► W �- A-9 13 ■ Z S 11/4 522 S.Q.F.T. U) z _ J :) W : U J > ■ � . Q Q 20 21 22 ■ i ■ ■ ■ s e i DESCRIPTION OF REVISION I DATE APPROVED CITY of RANCHO CUCAMONGA Archibald Avenue & 19th Street Landscape Plans TYPICAL SLEEVING NOTE: ' 19 th STREET AVENUE CONTRACTOR SHALL SLEEVE ALL MAINLINE PIPE THAT PASSES 3 UNDER ALL HARDSCAPE AND COBBLE AREAS. CONTRACTOR SHALL PROVIDE AN ADDITIONAL WIRE SLEEVE AT EACH MAINLINE SLEEVE. SHEET KEY MAP MAINLINE SLEEVE SIZES TO BE 4" AND ALL WIRE SLEEVES TO BE 2" UNLESS OTHERWISE SHOWN. rA L I IRRIGATION P LAN Underground Service Alert N T.S. PPRovEo BY: DAT : - *D SC APF CITY ENGINEER cu/ RCE No. 24MS C Call_ TOLL F=REE PLAN CROSS REFERENCES y p a wumw�ae 9y DESIGN ARCHITERRA DESI GROUP R C MENDED o 1 -800 EE THIS SHEET w �� .IAF LANDSCAPE ARCHITECTURE co FOR NOTES AND LEGENDS, S w " SITE PLANNING .� -� � 10621 CHURCH STREET, SUITE 106 FOR DETAILS, SEE SHEETS L-7 - �_��� DRAWN RANCHO CUCAMONGA,CA 91730 SHFE1 J 422-4133 FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS_ MLD/JMH (909)484-2800 FAX: (909)484-2802 L-6 z s,. --> �� REVISED 5/3/02 RLA NO. 2832 N TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLFOR CORRESPONDING ANTING PTLAN, SEE SHEET L 9ION PLAN, SEE � L 3 SCALE: 1" = 20' �rF OF A``FO�` CHECKED 3/21/02 DRAWING N0. o JAF U19 DATE JOB NO. 0200 1830-L o SHEET _6 OF 10 BRASS WYE STRAINER STRONG BOX SSBC-45-AL WITH 60 MESH MONEL SCREEN ENCLOSURE 5 W LIND PLASTIC VALVE BOX& BACKFLOW PIEVENTER C13 COVER ETCHED'IRRIGATION GATE ASSEMBLY TO (CARSON OR EQUAL) NIPPLE-TYPICAL ° SSPECIIFIEEDD DEPTH 4�5^ELLLS r .. m me (4)PLACES SCH dO PVC MULE ADAPTOR t m GRADE 1 1 WI NTE SCH 80 PVC 'SNAP-RITE'wATERPF#OOF ET TO NIPPLE BLUE BRASS OR PVC NIPPLE C ELECTRIC CO OR OL VALVE 1119 ABOVERN SH GR-POP SHRUB MEAD AY S 1 � ELECTRIC CONTROL VALVE MULCH 1 pp PLASTIC VALVE BOX _ B'THICK X 12'WIDE XY FILLED WATERPROOF o MARKED'IRRIGATION RCv -_ ;- CONNECTOR OR EQUAL `` ` `:`: :":`: ` -' BALL VALVE-1 1/2'OR SMALLER WITH UNION-� CONCRETE PAD(LENGTH VARIES RED LcARsoNOR EQUAL) �r�s� �r<,_� zer--v �5 «. FINISH GRADE STAINLESS STEEL HANDLE PER SIZE'MANUFACTURER) OEN PRESSURE REGULATOR 1 eo I SLOPE TO DRAIN AT MINIMUM 20% BLACK ETCHED ouEN SEQUENCE Ek, RESILIENT WEDGE GATE VALVE-EPDXY PIG TAIL EXPANSION T SEE LEGEND FOR MODELI IRRIGATION CONTROLLER LOOP(MIN.24'LONG) i s'MI FINISH GRADE - �__ 1 _.� � r COATED,2'OR LARGER WITH 2'OPERATING NO. AND BRAND. 12"1 1 FINISH GRADE 1 Z NUT VC SLEEVE PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL I I I I 1 1 REQUIRED FOR EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS SIDEWALK o VALVE • r • • • PIPE THROUGH LOCKING LID PLACE AT GRADE IN • • •' Z� r CONCRETE PAD TURF AREAS AND T ABOVE IN 3w i j •• '• -• 1 IF PLANT RED _� IPPLE-TYPICAL PIG TAIL EXPANSION I 3• Z WATER SOUR 2 PLACES PIG TAIL EXPANSION LOOP(MIN 24'LONG) LOOP(MIN.24'LONGI MW WHITE " (COMMON) Z BRASS ANGLE /.COMPA - SCH 40 PVC MALE F OW VALVE VV/UNION .' REQUIRED ADAPTOR13LUE �4-wASHED F 14 m TO METER Z _ FLOW WIRES o• I• CRUSHED AGGREGATE m • • r : "! t LINE TO SYSTEMS K v p� VAVIER CONTROL N SCH BC PVC NIPPLE BLACK CONCRETE THRUST BLOCK ELBOW SOV o g a CONTROL&COMMON WIRES ECHE 40 PVC 0 0 MARLFX 80'STRFF L;. 90°STREET ELL co PER CCWD STANDARDS TYPICAL(4)PLACES �'� '0 OD�0 METER NOTE: ---- ' •° /�p AMETER CONTRACTOR TO INSTALL SR MARLEX W STREET ELL LATERAL FITTING RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY L�RAVEL SAME SIZE AS SCOTCH LOK EPDXY FILLED Nor>_PREssuRE LATERAL ANE WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH FLOW METER CONNECTORS FOR ALL FLOW CCWD PRIOR TO CONSTRUCTION. DIAMETER SAME SIZE SIZE SENSOR WIRE CONNECTIONS. BRASS NPPTYPIC Al Ez)PLACES AS FLOW METEH SIZE INSTALL SCOTCH LOKS NOTES: IMMEDIATLEY AFTER SCM 80 PVC,SXSXT TEE PRESSURE SUPPLY LINE ANTI-DRAIN VALVE AS RFOl1IRED 3/4'WASHED CRUSHED t. INSTALL PER LOCAL CODES. INSTALLING FLOW SENSOR. MOMS: NOTE AGGREGATE BASE 2. EQUIPMENT TO BE INSTALLED AT A MNt1l1t1M OF 24'FROM ANY 1.INSTALL CONTROL VALVES AMINn"OF Ir FROM STxuciURE OR HARDSCAPING 1.LOCATE NEAD r TD 6'RM WALKS,CURBS,MARDSCAPING,MOWSTRIPS. MINIMUM DISTANCE DOWNSTREAM OF 2.INSTALL VALVES IN POINT BEDS WHEREVER POSSIBLE NEXT TO SIDEVIALKS AND EDGES OF LAWN NOTES: STRUCTURES OR HARDSCAPING. 3.PLACE VALVE BOX AT RIGHI ANGLES TO STRUCTURE OR HARDSCAPING. 3. WHEN UNIT IS NEXT TO A STRUCTURE 01,WALL,BUILDING,ETC. UNINTERRUPTED PIPE(5X DIAMETER 2.USE TEFLON TAPE H ALL MALETI#CK V t. PLACE AGGREGATE PRIOR 1'O INSTALLATION OF VALVE BOX. t� ) OF FLOW METER SIZE} 4 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3.INSTALL HEAi?SYJITMITERNAL CHECK VALVE AND PRESSURE COMPENSATING 2. INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPtNG. MOUNT TEST COCKS ON OPEN OR NO STRUCTURE SIDE. 5.ATTACH PLASTIC IDFNTIFTCATION TAG WITH APP90PRIATF CONTROLLER AND FEATURE AS PER THE IRRIGATION PLAN 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4, ORIENT UNIT PARALLEL TO STREET. MINIMUM DISTANCE UPSTREAM OF VALVE NUMBER A.HEAD CONNECTION AT BOTTOM INLET OKY 5. SCREEN UNIT WITH SHRUBS WHENEVE=R POSSIBLE. UNINTERRUPTED PIPE(10X DIAMETER 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PLACE VALVE BOX AT RIGHT ANGLES STRUCTURES OR HARDSCAPING. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF OF FLOW METEH SIZE)6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DLSiMILAR METALS. 7. VALVE PER STD.518 REQt11REDC BEFORE BACKFLOW PREVENTER VALVE NUMBER. WHEN MAINLINE IS TOR LARGER. LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE 1211 HIGH POP UP SHRUB HEAD SCALE: N.T.S. #524 SCALE: N.T.S. # 517 SCALE: N.T.S. # 516SCALE: N.T.S. # 518 SCALE: N.T.S. # 539 TURF HEAD BODY SET TO STAND ALONE CONTROLLER WITH ANTENNA FINISH GRADE V4'ABOVE FlNSH GRADE NISH GRADE LR DOME ANTENNA PORT EPDXY FILLED LOCATED 24 s RoNc 'za s:w AS REQUIRED OUTSIDE OF BOX. INSTALLATIOWLOCATION COAXIAL CABLE PER CITY AND CALSENSE 1 $( f -- "MI LEGEND: ERR REPRESENTATIVE 3 1. PLASTIC VALVE BOX CALSENSE CONTROLLER, NOTE MODEL NO.PER PLANS 1 rNC.^SURE TO BE CROUW"PER _z 2. 1/Y STAINLESS STEEL HOSE CLAMP.3 REOLMIED. LOCA: CODE GROUND ROC TO ES INSTAiLC� IWil A _4C,OSAC ON CONTROLLER sI� " z '►1= lillll IIIiI 3. QUCKCOUPLING VALVE. TOP OF VALVE SHALL INSTALL CALSENSE INSTALL CONDULETTE W/ I I I lil- BE 2'BELOW VALVE BOX COVER. TP 1,UDEEPWP'XBOX '11_11=111111-_ -111111=!'' 5. PRESSURE SUPPLY L 120 VOLT DUPLEX GRADE HARNESS nNISH 40 eo PVC NR'LE OUTLET(CFI) GRADE SCH 1i 1 i NON-PRESSURE 111111=111111 I Ilii_IIII' 4. GALVANIZED HIPPIE,LENGTH AS REQUIRED. SCH90(MINIMUM 2•LONG) MIN. I I I I .7-CC x 7'-8• X C CONCRETE ME. FOOTING 711STAL1 A MINIMUM OF LATERAL LINE 12 4 6. PRESSURE UNE FITTING. J ABOVE CRADE AND SLOPE RESET T I TOP To uww AT rIHI^A, OF zz. 7. GALV.90 DEGREE STREET ELL ��I_ of II I L: •� II_� Z SCH Bo NIPPLE-B•LOtX CALSENSE 1P 1 �.1 !_I I l=1 I!=I "I( i 1=1 I i=1!1= SCH 4D INC TRANSIENT PROTECTION BOARD I_l I-=i I t- III- I-1 e! -!I I COMMON*"w/co IRM VIRES N 5 io 8. GALV.NIPPLE,LENGTH AS REQUIRED. T X T 90`ELL I E I- I '- 1 i I-III-i I r J SCH ao Pvc CONDUIT, CLEAN BACKFILL 90%COMPACTION •° •• C 9. Ito RE-BAR STAKE 36'LONG. MARLEX90°STREET ELL 120 VOLT WIRE M RICaD STEEL_ PRESSURE SUPPLY LIME • • o CONDUr' (PER LOCM CODE) �' P ELL . • • • . TO PowFR SIDE Or CA?INET (TVP.) . •• O • O• � � • . to.GALV.90 DEGREE STREET ELL I ENCLOSURE MOUNT _ ANT ' A"711414%PORT EPDXY` • o• 'O •• �••O 11.GALV.90 DEGREE ELL MARLFX 90°ELL HEAVY Durr•FATTIER - IMM"O T FILLED LOCATED OUTSWE OF PHOTO EIECTRIC S►rTCH FOR SCCURFn F BOx. l6TA"TMAOCATION 12.PEA GRAVEL,2 CUBIC FEET MIN. MOPFPRESSUFE UCHT CONTROL AS REOURFD PERANp PER CITY AND CALCFNSE REP. LATERAL FITTING PLS _.___ 3 1 CONTROL WIRES MIN.2'OF CLEAN EARTH NOTES: 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL r 1 E!E[TRI[ METER PER scF NON-PRESSURE LATERAL LME CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR CASFNSECONrROLLER MODEL Ia. L PRIOR TO CONSTRUCTION. SA J IREFER NOTES: 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN RISTALU00 U"STROLLr" I SEQUENCE OF REMOTE CONTROL VALVES. NC1f. TIMER RIOUIREO PER L.J it 10 9 8 7 8 T.LOCATE NERD 2'TO 8'F7i0EA wAIJ(5,CURBS,HARDscAPING,MOWSTRIPS, g• RUN ONE EXTRA WIRE(COLOR:ORANGE TO FARTHEST RCV ON EACH 1. BELOW PAVED AREAS A MINIMUM OF 6'LAYER OF CLEAN EARTH SHALL BE IN NOTE: AND EDGES OF LAWN. BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE PLANS. FEDF I &- GAMMo RM INSTALLED ABOVE AND BELOW PIPING. PLACE PEA GRAVEL PRIOR TO INSTALLATION WIRE AT THE ENCLOSURE. z.USE TEFLON TAPE ON ALL MULE THREADS. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. " will I I I t I I I 2. PROVIDE MINIMUM COVER OF 24'ON PRESSURE SUPPLY UNES 3'AND LARGER. OF VALVE BOX. S. NO SPLICES SHALL 8E MADE BETWEEN CONTROLLER AND REMOTE WIRING t I I I I I 2Z 120 VOLT EIMIE IN 4100 I INSTALL HEADS WITH INTERNAL CHECK VALVE MID PRESSURE CONTROL VALVES. SIEE1. CONDUIT (PER COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 6. LR DOME AMENIA PORT TO BE CONNECTED TO LOCAL RADIO �I LocAL coDE} 3. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM to HORIZONTAL SEPARATION AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER _ BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, 4-HEAD CONNECTION AT BOTTOM INLET oNLv. I-- ' - ' PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5'EACH SIDE OF RECLAIMED SYSTEM PRIOR TO ACCEPTANCE _ F i , WATER LINE. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. -------- ---_ 4. BUNDLE WIRES WITH TAPE EVERY IV. QUICK COUPLER VALVE 6" HIGH POP UP TURF HEAD CONTROLLER ASSEMBLY CONTROLLER TRENCHING DETAIL ,.._ Usk T SCALE: N.T.S. #537 SCALE: N.T.S. #524 ( SCALE: N.T.S. #522 SCALE: N.T.S. #532 SCALE: N.T.S. #535 'SNAP-TITS"WATERPROOF 1800 PCS SCREEN PERFORMANCE CONNECTOR OR EQUAL FOR STANDARD&SMALL FAQIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS NOW FLOW SENSOR CONNEC- TIONS. MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCG-'170 GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 PROJECT: ARCHIBALD AVENUE & 19TH STREET BY: JH WIRE SERVICE LOOP(LOOP COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED ENOUGH CLEAN BACKFILL SEE SPECS BUNDLE W ARBO O GRADE) WIRE 8F 1 3' 5' 8'# SOURCE OFSTATICSINFORMATION: RUSRE HIGH: SELL SILVA LOW: 75 FOR MATERIAL 90% COMPACTION HARDSCAPING(SEE NOTE#4) 8H 2' 4' 1 r 84 REQUIRED SPLICE BOX COVER WITH 8T - 3' 5' S' 9'# SUPPLIER: CUCAMONGA COUNTY LOCIGNG TOP ETCHED"S.B.' 8Q 2' 5' 7' 7' PHONE NUMBER: (909) 987-2591 1OF - 8' 5' a' 10' VALVE STATION/GPM: STATION: A-10 GPM: 24 . •o'. ,T'. 10H 2' 6' 2' 10' 11'# 11'# 10T - 2' 6' r 104AT G AREAS OQ 2' 5' 8' r ITEM: P.S.I. LOSS: 3"IN PLATJTER TrAS12F - 10'# 5' r s' 124 WATER METER SIZE: 11/2" a 24 GPM 1.20 z 12TO - - 2' 3' 5' r 10' 10' FLOW METER: 11/4" (fit 24 GPM 0.84 12TT - 2' 3' 5' 9' 11' 124 BACKFLOW DEVICE: 11/2" a 24 GPM 11.50 a 12H - - 4' 3' 8' IV 124 124 N _ 12T - 2' 6' 4' 10' 124 MASTER VALVE: 11/2" @ 24 GPM 0.67 12Q8' 10' 124 GATE VALVE(S): 1 a 24 GPM 1.00 6" 15F _ - - 5' r 11' IT# MAINLINE (CL. 315 LOOPED: 2" 213 LF. ® 24 GPM 1.07 PROVIDE 6•MIN.OF SAND n/R 15TQ - - 6' 8' a' 15'# AUTOMATIC VALVE SIZE: 11/2" @ 24 GPM 3.16 BEDDING AND SHADDLNG Box Ir GREEN OR EQUAL METER 15H - - 1' - 5' 6' s' 12' 15'# LATERAL LINE SIZE: 3/4" 58 L.F.0 6 GPM 0.97 DESCRIPTION 0 F REVISION CONTROL WIRE SLEEVE- 15H - - 1' 4' S' 8' 12' 12' DATE APPROVED SIZE PER PLAN,INSTALL 15T - 3' 4' 8' 12' 15'# 15'# 1" 45 L.F.0 9 GPM 0.48 NON-PRESSURE LATERAL UNE - ADJACENT TO PRESSURE SLEEVE-SIZE TWICE DIAMETER N SUPPLY LINE. ,. 150 - 2' 5' 6' 12' 15'# 11/4" 5 L.F. 24 GPM 0.11 CITY o f RANCHO C OF NON-PRESSURE LATERAL - ; ': 15SQ T - 12X12' 14X14' 20X20' 23X23' LINE y *i-+•* 'w.� 17SST - 0X18' 0X10' 16X16' 9X30' T 15CST - 4X22' 4X29' 4X39' 9X24' y-' 15SST - - - 4X12' 4X24' 4X27' 4X3-' 4X40' IRRIGATION HEAD PRESSURE: 30.00 15EST 4X14' 4X16' 4X20' SYSTEM LOSSES SUBTOTAL: 51.00 Archibald Avenue & 19th Street Landscape Plans PRESSURE SUPPLY LINE SLEEVE- 5F 3" a" 4X18' 1' 2' 3' FITTING LOSSES (5% OF 2.60 ARCHIBALD AVENUE SIZE TWICE DIAMETER OF PRESSURE 5H-B - 5" 10" 6" 2' ELEVATION LOSSES/GAINS NS (BEEN. X .433) 0.95 SUPPLY LINE 5Q-B 5" 10" 3' t' 5CST-8 r' 14" 3' 5, NOTES: 16F-SLA - 6' 5, 1' 4' 6' 14' 164 TOTAL SYSTEM LOSSES: 54.55 16H-SLA 6" 1' 7" 5' 10' 13' 10' AVAILABLE PRESSURE (LOW): 75.00 1. ALL SLEEVES TO BE SCH.4o PVC. Z24OLT WIRES.TAPED AND 22F-SS 8' 1' 4' 6' 1 r 21'#160-SLA 6' 2' 5' 3' 12' 16'# 16'# (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 20.45 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. BUNDLED AT 15 FT.INTERVALS 22H-Ss - a" 1 3" 5' 12' 18' 12' IRRIGATION DETAILS 3. ROUTE SLEEVING AROUND HANDICAP RAMPS, 2 CU.FT.PEA GRAVEL 22Q-SS 6" 2' 6' 3)' 15' 204 224 l 7'l C #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. APPROVED BY.DATE: S 4. TNOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. STDD.. (( UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 24°MiN,TO 36'MAX. DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. PRESSURE LOSS ��W D S C A PE ' CITY E NGI NEER RCE No. 2495 SLEEVING DETAIL 24 VOLT SPLICE PCS SCREEN CHART 1 1 �y° Um ��y DESIGN ARCHITERRA DESI N GROUP R o MENDED o ;( CA LC U LAT I O N A 2 J LANDSCAPE ARCHITECTURE Cf) UD C3 SITE PLANNING y, ¢ RAWN 10621 CHURCH STREET, SUITE 106 SCALE: N.T.S. #533 SCALE: N.T.S. #540 _ SCALE: N.T.S. SCALE: g^a1u RANCHO CUCAMONGA,CA 91730 SHEE1 U 02 * MLD/J D D (909)484-2800 FAX: (909)484-2802 L-7 -j '-c-t REVISED 5/3/02 z ''� od��\! CHECKE FILA N0. 2832 DRAWING N0. o F 0 F C PAk, JAF DATE -3/21102 JOB NO. 0200 1830-L °00 SHEET - 7 OF 1 PLANTING NOTES 1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES*SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN,ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL • PLANT MATERIAL REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING �,•, DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND.CITY INSPECTOR TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.ALL PLANT MATERIAL SHALL BE W INSPECTED AND APPROVED FOR QUALITY BY THE CITY PRIOR TO INSTALLATION. MATCHLINE A-A. SEE THIS SHEET - - MATCHLINE B-B. SEE THIS SHEET ■ . . W ■ 19th ST (SR30)_ __ _ � _ _ 2. CONTRACTORS SHALL NOTIFY THE CITY INSPECTOR OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS S-5 = r----- AND SPECIFICATIONS. T 3 • 4 1 ❑ ■ N IRRIGATION EQUIPMENT A REPLANTING 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRR GA AND REL G 4 1 I S-3 I W AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. S-1 23 W 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE. 15 � • I • T 2 S 2 T-2 6. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS. S75 15 4 13 15 ' U ■ S_1 7. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT,BUT NOT BEFORE IRRIGATION COVERAGE 58 7s S 5 I so TEST HAS BEEN APPROVED. (SEE SPECIFICATIONS). � S-3 I 14 5203 * s S-3I 8. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE- s S-1 z ■ 43 9. THE RECOMMENDATIONS OF THE SOIL REPORT,AVAILABLE FROM THE CITY AND PREPARED BY SOIL AND PLANT K S-4 - 21 LABORATORY,INC. SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS(SEE 17 * ...I SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE CITY PRIOR TO 1 I = EXIISTTING�sREEHALL NOo E•((3 EXISTING ASH MODIFICATION OF THESE SPECIFICATIONS. * 1 U V-1 TREES AND DISPOSE OF OFF SITE.CONTRACTOR 10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER * S 5 ■ 6 WILL BE REQUIRED TO REMOVE TREE STUMPS. SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS. 1 Q 11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS cc BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS,THAT IS A DIRECT + G RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT S 1 I T_3 S5 1 S 2 DUPLICATION OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY- 154 4 TYPICAL VINE NOTE: 12 I 12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF THE CONTRACTOR SHALL INSTALL CONCRETE S-3 VINES SHOWN ON BACK OF WALL FOR GRAPHIC MOWSTRIP OR HEADERBOARD AS INDICATED ON DRAWINGS. S-3 4 CLARITY. CONTRACTOR TO LOCATE VINES ON T 2 13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY REPRESENTATIVE. 59 * ;'; STREET-SIDE OF WALL. 5 2 1a 14, IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING S-4 I S-4 ! PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT • 17 W 53 s I RESTRICT THE FLOW. ` • S-5 7 15. FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF ROUND UP"OR / GG1 EQUIVALENT.IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT SUFFICIENT 14 36 S 1 WATERING CAN BE DONE-THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING.THE PESTICIDE SHALL 1 INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR IN 2-3 DAYS AFTER APPLICATION. 17 S-1 I T 3 16. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT 1 16 4 V3 S_3 • _W; I REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 20 - - S-3 f— - - PLANT LEGEND 11 S4 > SYMBOL 1 * S-4 I 1 i Q CALL-OUT BOTANIC NAME COMMON NAMEIZ SPACING CITY 12 S-1 I TREES C O * * -1 U j t 2 O T-1 Lagershoemia indica'Muskogee' Crape Myrtle 15 gallon 20' o.c. 0 - GC-1 � S-3 > C- + 11 O T-2 Pyrus calleryana'Aristocrat' Ornamental Pear 15 gallon 20' o.c. 27 + S-1 > 1 O T_3 T-3 Juniperus chnensis'Torulosa' Twisted Juniper 24'box Per Plan 16 S 4 54 30 I SHRUBS MIGNONETTE * ,5 4 4 4 10 E) S-1 Festuca glauca Common Blue Fescue 5 gallon 12" o.c. 503 • j S-3 S 2 Rhaphiolepis indica'Pink Ladd Pink Lady'India Hawthorn 5 gallon 48" o.c. 64 STREET14 I REMOVE EXISTING JACARANDA TREE S5 Q S-3 Agapanthus africanus'Peter Pan' Dwarf Lily-Of-The-Nile 5 gallon 18"o.c. 405 S-3 I 20 S-4 S-3 Q S-4 Phormium tenax'Jack Spratt' New Zealand Rax 5 gallon 24" o.c. 134 ❑ I _ 17 14 O S-5 Nardtna domestics'Nana' Dwarf Heavenly Bamboo 5 gallon 24" o.c. 170 p D T 3 T-2 VINES 4 1 + 15 3 S-3 I ' . . I A V-1 Parthenocissus tricuspidata Boston tvy 5 gallon 15' o.c. 6 S-1 • 10 15 S 1 S-4 7 GROUND COVER * 24 S4 4 S_2 GC-1 TracF>elosperrnum jasmiodes Star Jasmine 1 gallon 24"o.c. 133 GGi * + 10 I I ® GC-2 Myoporum parviHium 1 gallon 8' o.c. 10 55 � S-3 I 11 * S, S3 + S, . • MULCH NOTE: • S i 25 SHRUB PLANTING AREAS AND JUNIPER TREES TO RECEIVE A 4" S 1 * 22 LAYER OF CITRUS CHIP MULCH TOP DRESSING. MULCH SHALL S 5 Q * 1 S-3 + I CONSIST OF PROCESSED WOOD MATERIAL EQUAL TO OR ! SUPPLIED BY EARTHWORKS, NORCO, CA. (909) 538-3321. SUBMIT S-3 * 18 + S81 12 SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE 14 ¢� S-3 - - T 3 AND/OR PLACEMENT FOR CITY INSPECTOR APPROVAL. 21 4 U2 S 1 Q O 38 + TYPICAL JUNIPER SHRUB REMOVEAL: V I LO S-11 CONTRACTOR TO REMOVE ALL JUNIPER SHRUBS LOCATED ADJACENT TO BACK * 2 cc ! 18 42 < OF SIDEWALK ON ARCHIBALD AVE..CONTRACTOR TO PROTECT IN PLACE ALL _ S 3 42 JUNIPER TREES ADJACENT TO WALL. S i T Q * 31 T-3co 35 24 1 co GENERAL NOTE: S 3 S 1 + Q S-5 = CONTRACTOR TO PRUNETRIM ALL LOWER BRANCHES 3-4'HIGH ON ALL EXISTING I JUNIPER TREES ALONG ARCHIBALD AVE. 15 + 2 I J I + 12 S-4 S 3 56 Q CALTRANS NOTE: 21 -2 W - ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY 4 PLANTING WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO IT—2 • • x S-5 * THE PROVISIONS IN SECTION 20-4 'HIGHWAY PLANTING' OF THE !14J 12 ! I S 5 I CURRENT CALTRANS SPECIFICATIONS. FOR CALTRANS DETAILS 4. U 11 SEE SHEET L-10, DETAIL I. S 2 S-5 t 9 19 a _ ■ ■ ■ ■ s-� u ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ + Si GC-2 25 T 4 1 LIMIT OF WORK LO T-2 T-2 15 • STREET TREE NOTE 15 5 * DESCRIPTION OF REVISION I DATE I APPROVED THE ORNAMENTAL PEAR TREES, 28 EACH, ALONG ARCHIBALD AVENUE S-2 S_3 I CITY o f RANCHO C WILL BE PLANTED BY A SCOUT TROUP. THE CONTRACTOR IS REQUIRED 57 TO PROCURE AND DELIVER THE TREES TO THE SITE. THE CITY WILL 7 32 I rt PROVIDE COORDINATION FOR THE TIME AND DATE OF THE PLANTING. S-3 + ■ _ ■ „ ■ ■ ■ . ■ ■ ■ ■ . ■ . ■ ; THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE PLANT PIT, Archibald Avenue & 19th Street Landscape Plans BACK FILL MATERIAL AND MATERIALS FOR THE TREE STAKING. 4 MATCHLINE B—B. S THIS SHE = ARCHIBALD AVENUE S-5 9 I - SHEET KEY MAP 3 ®� - - - - - - _ - - - - - - - - - - - - - PLANTING PLAN Underground - Service Alert ®/ MATCHLINE A-A. SEE THIS SHEET N T.S_ APPROVED BY. UAT E. s G Call: TOLL FREE •y"OSCAP F , CITY ENGINEER RCE No. 2495 PLAN CROSS REFERENCES �° a V`umw�a0 �y DESIGN ARCHITERRA DESIGN GROUP RECOMMENDED o "i r' ��` JAF LANDSCAPE ARCHITECTURE t1co 1 -800 w n SITE PLANNING �T 0 10621 CHURCH STREET, SUITE 106 FOR NOTES AND LEGENDS, SEE THIS SHEET �� DRAWN RANCHO CUCAMONGA,CA 91730 SHEET � 73 J 422-4133 FOR DETAILS, SEE SHEET L-10 E * HH (909)484-2800 FAX: (909)484-2802 L- , FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 `�'4 -De``. Q�� CHECKED REVISED 5/3/02 RLA NO. 2832 DRAWING N0. N TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-5 SCALE: 1" = 20' rF of erA�F° JAF 0 DATE 3/25/02 JOB NO. 0200 1830-L ab 0 SHEET 8 OF 1_ • W : PLANT LEGEND _ 19TH ,00+0O.00METERS STREET _ -S R30 ■ �---- — — — —t— — — — ---t-- — — — ----t— — — — ----r-- — � _ SYMBOL (f) W CALL OUT BOTANIC NAME CO"ON NAME IM SPACING M ■ Co ; GC- W TREES ■ t • r� O T-1 Lagerstroemia indica'Muskogee' Crape Myrtle 15 gallon 20' o.c. 17 �•"-- • S 4 S-3 -2 S-5 - S-1 GC-2 S-4 S-1 S 4 S-5 T-1 S 1 t t lr S 1 S 3 S-5 • v/ ' 8 5 1 17 t7 O T-2 Pyrus calleryana'Aristocrat' Ornamental Pear 15 gallon 20' o.c. 0 W ■ 80 1 13 10 13 g 4 1 45 38 45 30 9 W W ■ ; W O T-3 Jurriperus chinensis'Ton,dosa' Twisted Juniper 24"box Per Plan 0 ■ SHRUBS . . . � K y • it i� Y 4- -3 } �\ n-1 F sttm uca moron ue Fescue Ilan 12 o.c. 512' ' S e a gla Co Bl 5 ga 8 \�... S-2 Rhaphiolepis indica'Pink Lady' 'Pink Lady'India Hawthorn 5 gallon 48" o.c. 0 W ■ 1V+15' 1T 1 S 1 S 1 5 S 3 S 5 Q S-3 Agapanthus africanus'Peter Pan' Dwarf Lily-Of-The-Nile 5 gallon 18"o.c. 260 Z ■ �\ ` 15 3 44 15 3 t0 8 48 30 3 15 2 3 15 1 ■ � • Z S-4 Phormium term'Jack Spratt' New Zealand Flax 5 gallon 24" o.c. 50 J ■ • J O S-5 Narldtna domeska'Nana' Dwarf Heavenly Bamboo 5 gallon 24" o.c. 64 VINES ■ • A V-1 Partherwissus tricuspidata Boston Ivy 5 gallon 15' o.c. 0 ■ cC G ■ ■ c 22 47 48 49 ■ GROUND COVER ® GC-1 Trachelosperrnum jasmfodes Star Jasmine 1 gallon 24"o.c. 96 EDGC-2 Myoporum parvifolium 1 gallon 8' o.c. 4 MULCH NOTE: Shrub planting areas to receive a 4'layer of citrus cHp mulch top dressing.Mulch shall consist of processed wood material equal to or supplied by Earthworks, Norco,CA.(909)538-3321. Submit sample of any alternative material prior to purchase and,or placement for city inspector's approval. CALTRANS NOTE: ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE PROVISIONS IN SECTION 20-4'HIGHWAY PLANTING' OF THE CURRENT CALTRANS SPECIFICATIONS. FOR CALTRANS DETAILS SEE SHEET L-10, DETAIL [. ■ ■ ' W 19TH STREETS R301 : W 200+00.00 METERS C / ■ .i. ■ S-3 S-1 S-1S 5 S-1 1 2 S 4 S-1 • F- 14 5 9 14 50 1 16 10 ■ . W Y ■ W . U)IL a $-T is.fit � �� �• •IIfIb -T 21 ,.Z•Z Xk1 �-_- i�. � � � � - T, F3��. T.•b T�T' T• Q l ■ — Z S-5 'G-1S 5 S 3 T-1 ■ W 5 41 4 46 15 4 c` I 43 10 15 1 2 ■ Z ■ (!� Z =� W : U > • �- Q ■ Q • 20 21 22 ■ ■ DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA Archibald Avenue & 19th Street Landscape Plans 19 th STREET AVENUE SHEET KEY MAP PLANTING PLAN ®� Underground Service Alert N.T.S. ' G� APPROVED BY: - _ DA1 E: 9oma- o a ��*p SC APF ' CITY ENGINEER RCE No. 2495 Call: TOLL FREE � wUmw�ae cy DESIGN ARCHITERRA DESIGN GROUP R MENDED o PLAN CROSS REFERENCES � �� �, JAF LANDSCAPE ARCHITECTURE 1 -800 SITE PLANNING �11t� t -' 10621 CHURCH STREET, SUITE 106 FOR NOTES AND LEGENDS, SEE THIS SHEET , DRAWN RANCHO CUCAMONGA,CA 91730 SHEE 1 U 422-4133 FOR DETAILS, SEE SHEET L-11 * HH (909)484-2800 FAX: (909)484-2802 L-9 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 �� 6ate•� - ��� REVISED 5/3/02 RLA NO. 2832 Z 4 N ", � CHECKED DRAWING N0. W NG TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 SCALE: 1 = 20 rF Fo 0 OF �� F F c JA a 3/21/02 DATE JOB N0.�- 1830-L o0 0 SHEET 9 OF ___10 ^ NOTES, N A/ ` 1.RHMMEMUREERYSTAKM 2.STAKES TO BE PLUMB ANr PARALLEL E ^ 3.STAKE TREE PEAPENDCULAR ^ V V ?.. TO PREVAILMJC.WIND ` �\ lW E Z' TOPTIE TO 9E PtACED A3 LOW TKGHTLCCOMPACTEEIDEPRESSED WATERING B19I MTOFOWASIN. E �OF�ACM AS POSSIBLE ON THE TRUNKTO TOPOFSTINTSWI.OWHEADALLOW FOk WIND FIDKING OF THE TREE OF TREE WHERE SPECIES GROWTH C WOOD CHIP MULCH. TOP OF NO"LI TO EXTEND Y LfWr OF PLANTER AREA HABIT PERP.FTS 'OF RIOMAL1 TO ABOVE FINISH GRADE BUT NOT SO LOW AS TO LOST SUPPORT EXTEND 2'ABOVE v `iOR ALLOW THE HEAD TO DROP MAIN TRUNK FINISH GRADE NATIVE BACKFfLL WITH NO ROCKS,Iw GREATER THAN 3-DIANFTER P OF F THE E Bfl RE % f21 SETSOFAPAR TESEAD OT TRE(WII(RE ACED 24"APART.ATTACHPLACE TO TORI.!WATERING D INN g ~R Wi GALVANIZED SCREWS TO 3- a•ACE T TIGHTLY O TERING B SI(2)SETS OF CINCH TIES SPADED 2t' 12 MAXHMI LODGE POLES. IVPART.ATTACHWTH GA_VANz`ED -.. I CREWS Toe IODaF POLFS TOP OF ROOTBALL TO E7CTEND 2'DIA.LODGF POLE PIE STAKES WITH WOOD PHFSFRVAI NE STAIN, 2 DIA LODGE POLE PINE STA*:Es 1'ABOVE FIN'SH GRADE DRIVE A NDN.OF E 'NTO UN WITH WOOD PREIFR✓ATIVE STAJN. DISTURBED SOIL AND POSITION ROOT BALI. DRIVE A MMAIJRI OF s-INTO ORIGINAL GRA STAKES OUTSIDE ROOTBALL _ LWAIISTURBF 0 904 AMC PO6TTION -TAKES OUTSIPF R30'BALL 3`BERCI TIGHTLY COMPACTED ROOT BALL t PLACE TO FORM WATERIW3 ARBCxi GUARD Wl TURF AREAS AND r T BASIN. LOCA ED OUT SIDE OF '1 ` ANT PIT TO BE TIMES THE OJ FROM vARf>r IN PIT 1 �) WIDTH OF THE ROOT BAIL TOP OF ROOTFUU TO EXTEND 2' - -- PLANT RT TO BE TIMES THE ABOVE FINISH GRAPE _ - -_ -- _ WIDTH OF THE ROOT BA QUA TIGHTLY COMPACTED T RFRN TO MW WATERNG RAS FOR R F;.+LY W IAL AND GROU NP cY,vFn N t t I ATIGIJ.. La;ArF NATIVE BACKFILL WITH - - OUTSIUE OF z ANT P.. REV111 �'T'1RF NO ROC'K�GRI-ATER -- AREA Tr,BF RLI._+v IN'[1kG 0CTFY THA'... `HAIL-TER r r Eii r Fh ,111 I •T ACCEPIANg PLANT PR TO BE(21 NATIVE BACKFILL WITH AN T ROCKS O1 TIMES THE WIDTH OF � V1 DIAIVIETFR E ATE R 3' NOTE. s1 rj� + � ) k� AT EQUAL uNDIsTURBED NATIVE sal K!NDfsTURBFD NnTVE solL 1 BE PLANTED) ALL SHRUBS COVER TO 1 ' Y 11 ii tt SPACIN'7T rAN.7,i:LATii UN ESS OTHERWISE INDICATED ON LI C l I d� I NOTE-. No, PLANS SE__rGEN' r HSPA,IN RE;i!IHEMEN' FMTTVE d1(XPIU WITH No UNDISTURRFT?NATWES01 I i I 1F ,T i 1.UNTANGLE MATTED RATS SY LOOSEMI3 ALL ROOTS AT ELWIF RocsGREATER HiT a'DLA 1 I } I4 OF ROOT IAALi DO NC`T CRACK RAC_'EAL i. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOT,AT EDGE 2 WHERE PLANTED ADJACENT.T 0 WALLS WALKS,CURBS OR [ L E L I (E IE i ;illi IE�; of ROOT BALK Do NOT CRACK ROOT BALL SIMILAR LIMITATIONS ALL SHRUBS AND GROUND COVER SHALL BE PLANTED)AT ONE-HALF THE DESIGNATED SPACING Y WTNESOIL!WL MnIRSET) FROM SUCH LIMITS SEF LEGEND FOR SPACING REO UIRFMENTS Tfifl.€ t .lil[fll,�Ilf ,C I,IP fIEIF: L FIT:' -- NOTES vrc. R x;ranl.wL�TH rr „� 1.REMOVE NURSERY STAKES OF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE 2 STAKES TO BE PLUMB AND PARALLEL. 3-SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES LEGEND ARE ESTIMATES ONLY 3.STAKE TREE PESPFNWUlAR TO PRFVAILING WIND. = TREE PLANTING TREE PLANTING ON SLOPE SHRUB PLANTING f SHRUB PLANTING 5LOPE : SHRUB SPACING SCALE: N.T.S. SCALE: N.T.S. # 502 4 SCALE: N.T.S. # 505 SCALE: N.T.S. # 506 SCALE: N.T.S. # 507 4'OF COMPACTED WOOD CHAP MULCH. HARDSCAPINP,MONCRETE HFAMR, CURB A GUTTER,SIDEWALK,ETC.) MSH GRADE tr - v SHOVEL CUT EDGE COMPACTED NATIVE SOIL NOTES 1. PFCOR TO PURCHASEPL.ACEMFW OF THE MULCH.TETE CONTRACTOR SHALL SUBMFF A SAMPLE TO THE INSPECTOR FOR APPROVAL. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. PLACE NO MULCH WITHIN A 6•RADIUS OF THE CROWN OF A WOODY PLANT. a MULCH LAYER _ SCALE: N.T.S. # 508 SCALE: N.T.S. # 509 SCALE: SCALE: N.T.S. rUY jRGAFMVA•VE • 11rnf ifb�kn, �4 rw aN Swrwngop on for att'r W4 4101 rt�rAw1 r Ihp► �Me rr�111�+K r �!r frj sM rLr'��tf p4� !fl � !dM X41 r � �r1A ylf vow wwov � �} �ill rh�,n r��•s� � + IKf � MRft i �M►r �sr e.rtra. r j NO SMER OPM41NGS # DESCRIPTION OF REVISION f PIN x 14#160 to" DATE APPROVED FN lA++►vLO N� .. Qrwd .r m*wd r «.Im *.N %41% # + _ 0 _ „ . ,� R, CITY of RANCHO CUCAMONGA j� �� o � a �— ---w' Archibald Avenue & 19th Street Landscape Plans cizm wt s ► +� - ARCHIBALD AVENUE "111w" wtlre &EVATM VAL9 POK - va�vF aux �� PLANTING / IRRIGATION �y�� ti � APP UVED BY: UAI E: t0/0� o ID SC A e 4 CITY ENGINEER RCE No. 2499 VALVE VALVE BOX VALVE BOX �°� y ARCHITERRA DES GN GROUP r CALTRANS 19TH STREET ONLY NLY CALTRANS 19TH STREET ONLY r a -� DESIGN G R C MENDED o •u '�` �'� JAF LANDSCAPE ARCHITECTURE z :.,• �' SITE PLANNING I- — sgR 10621 CHURCH STREET, SUITE 106 SCALE: N.T.S. SCALE: N.T.S. — DRAWN SHEEI 6 SCALE: N.T.S. SCALE: 131� .� RANCHO CUCAMONGA,CA 91730 � HH (909)484-2800 FAX: (909)484-2802 L— i 1 O —� tp��%qrF a FCHECKED REVISED 5/3/02 RLA N0. 2832 DRAWING NO. z n N 0 F C ALS JAFD �/ DATE 1/ 2 JOB NO. 0200 1830-L °Do SHEET 10 OF 10