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2350-L
BANYAN AVE J w Z 2 U Y W w K U FREEWAY MgIWAAL iL O J m Y w LL U J Q IL o w w tr H NS DR. 3E DR. LANDSCAPE MAINTENANCE DISTRICT NO. 10 TRACT 18709 SITE RANCHO CUCAMONGA, CA. OLOCATION MAP N.T.S. HOLD HARMLESS & INDEMNIFICATION CLAUSE W Q J 0- W W of H w J Q U) LIMIT OF " d VINTAGE DRIVE LACEBARK DRIVE W �\ Q - p OVICINITY MAP N.T.S. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND HOLD THE CITY AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, OR THE LANDSCAPE ARCHITECT. r1 AD > > EACH OD OUTSIDE DIAMETER 3 Z < EJ w PA PLANTER AREA 3 AGGR I- EL w POB OLOCATION MAP N.T.S. HOLD HARMLESS & INDEMNIFICATION CLAUSE W Q J 0- W W of H w J Q U) LIMIT OF " d VINTAGE DRIVE LACEBARK DRIVE W �\ Q - p OVICINITY MAP N.T.S. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND HOLD THE CITY AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, OR THE LANDSCAPE ARCHITECT. r1 AD AREA DRAIN EA EACH OD OUTSIDE DIAMETER 3 ADJ ADJUSTABLE EJ EXPANSION JOINT PA PLANTER AREA il AGGR AGGREGATE EL ELEVATION POB POINT OF BEGINNING LAGERSTROEMIA HYBRID 'NATCHEZ' APPROX APPROXIMATELY ELEC ELECTRICAL POC POINT OF CONNECTION ARCH ARCHITECTURAL EQ EQUAL PAD RADIUS ASPH ASPHALT EXST EXISTING REF REFERENCE BF BOTTOM OF FENCE FG FINISH GRADE REQ REQUIRED BLDG BUILDING FIN FINISH ROW RIGHT OF WAY BM BENCHMARK FOW FACE OF WALL RP REFERENCE POINT BIDS BOTTOM OF STAIR FS FINISH SURFACE SF SQUARE FOOT OR FEET BIN BOTTOM OF WALL FT FOOT OR FEET SHT SHEET CB CATCH BASIN GB GRADE BREAK SO SQUARE CL CENTERLINE HGT HEIGHT STA STATION COL COLUMN HORIZ HORIZONTAL STD STANDARD i CONC CONCRETE ID INSIDE DIAMETER TC TOP OF CURB $ CTR CENTER JT JOINT TOC TOP OF CONCRETE 8 DIET DETAIL LF LINEAR FOOT OR FEET TP TOP OF PAVEMENT DG DECOMPOSED GRANITE MAX MAXIMUM TR TOP OF RAIL r DIA DIAMETER MIN MINIMUM TW TOP OF WALL DIM DIMENSION N NORTH TYP TYPICAL 7 3 DS DOWNSPOUT NTS NOT TO SCALE VERT VERTICAL DWG DRAWING OC ON CENTER n SOIL MANAGEMENT PLAN i Q W J m Y W W U Q D Upon the completion of the rough grading the landscape contractor shall submit a soils sample to a Laboratory to perform soils tests for agricultural suitability. All results shall be submitted to the Owner & Landscape Architect. Soil amendment specifications shall be modified to reflect the recommendation set forth in the soils report. The Landscape Maintenance Contractor shall shall submit a soils sample to a Laboratory to perform soils tests for agricultural suitability once a year and follow all recommendations for fertilization and amendments. GENERAL NOTES 1.) THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2.) AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3.) ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4.) THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. 5.) CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1- 800422 -4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 6.) AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7.) WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER, 8.) SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE, 9.) UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF -OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING, AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10.) APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11.) CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760438 -0525. LANDSCAPE QUANTITIES 12.) CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: - BETWEEN CITY- MAINTAINED TURF AND CITY MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY MAINTAINED TURF AND ANY PRIVATE MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS - BETWEEN CITY- MAINTAINED G.C. AND ANY PRIVATE MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS - BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE- 6" WIDE X 6" DEEP CONCRETE HEADERS 13.) MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. 14.) PUBLICLY- MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: - PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. - PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXIC[T(ES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. - ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. - PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY, 15.) PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (800) 483 -3000 JAMES FREI B. VERIZON (760) 245 -0330 C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427 -2200 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD ST. RANCHO CUCAMONGA, CA. 91730 E. METROPOLITAN WATER DISTRICT (909) 593 -7474 F. ADELPHIA CABLEVISION (909) 9B3 -9895 DUPONT ST. (PORTION OF REDHILL) ONTARIO, CA. 91762 G. CHARTER COMMUNICATIONS (800) 566 -2757 6680 VIEW PARK CT. RIVERSIDE, CA. 92503 H. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655 -4555 7951 REDWOOD AVE. FONTANA, CA. 92336 LANDSCAPE QUANTITIES TREES TOTAL SIDEWALK AREA QTY SIZE FRAXINUS ANGUSTIFOLIA OXYCARPA RAYWOOD ASH 3 15 GAL GEIJERA PARVIFLORA AUSTRALIAN WILLOW 3 24" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE 2 24" BOX CHIONANTHUS RETUSUS CHINESE FRINGE TREE 3 24" BOX LAGERSTROEMIA HYBRID 'NATCHEZ' WHITE CRAPE MYRTLE HYBRID 9 15 GAL TOTAL PROJECT AREA 15,878 SF TOTAL SIDEWALK AREA 3,995 SF TOTAL LENGTH OF 840 LF SIDEWALK L -3 TOTAL AREA OF L -4 SIDEWALK @ 6' WIDE 0 SF TOTAL AREA OF COBBLE 4,106 SF HARDSCAPE L -7 TOTAL PLANTING AREA 7,777 SF TOTAL L.F. OF CITY 818 LF MAINTAINED WALL L -10 CONSULTANTS LANDSCAPE ARCHITECT BMLA LANDSCAPE ARCHITECTURE 310 NORTH JOY STREET CORONA, CA 92879 (951) 737 -1124 T. (951) 737 -6551 F. CIVIL PAULA. PECK & ASSOCIATES P.O. BOX 6165 NORCO, CA 92860 (951) 780 -5404 T. (951) 346 -3491 F. CONTACT: RICH VAUGHN DEVELOPER FRONTIER ENTERPRISES 8300 UTICA AVE., SUITE 300 RANCHO CUCAMONGA, CA 91730 (951) 858 -2303 T. CONTACT SHELLY JORDAN RECYCLED WATER GENERAL NOTES: FOR T11E USE OF RECYCLED WATER FOR ON SITE IRRIGATION 1) ALL PIPING INCLUDING DRIP SYSTEM PIPING MIDST BE PURPLE & MARKED RECYCLED WATER 2) ALL VALVE BOXES MUST BE PURPLE & MARKED RECYCLED WATER, THE COMPLETE BOX TOP & BOTTCA SHALL SE PURPLE. 3) ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES, SPRINKLER HEAD CAPS, SPRINKLER RISERS, STRAINERS & ALL RELATED RECYCLED WATER MATERIALS MUST Of MARKED OR TAOGED RECYCLED WATER DO NOT DRINK ON ONE SIDE & IN SPANISH ON THE OTHER SITE, 4) CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED, 5) IRRIGATION CONTRACTOR SHALL SUPPLY AS— GUILTS ON COMPLETION OF IRRIGATION INSTALLATION. 6) CM WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. 7) RUCK COUPLERS TO BE ACME THREAD TYPE & MARKED RECYCLED WATER, B) QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. 9) ABSOLUTELY NO HOSE EIBBS OF ANY KIND SHALL BE 14STALLED ON RECYCLED WATER PIPING. 10) PRIOR TO TURN ON AND APPROVAL OF RECYCLED WATER IRRIGATION INSTALL TEMPORARY RP BACKFLOW DEICE ON LANDSCAPE PER CVWD STD. DRAWING #111 WITH A STRAINER UPSTREAM OF BACKFLOW AND A ACME THREAD QUICK COUPLER FOR RECYCLED WATER 2FT DOWN STREAM OF LAST ELBOW, IN A PURPLE VALVE BOX MARKED RECYCLED WATER. 11) THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES & RECYCLED WATER LINES SHALL BE IOFT AND THE VERTICAL DISTANCE SHALL BE 1FT. 12) IF A RECYCLED WATER LINE CROSSES OVER A DOMESTIC WATER PIPE. RECYCLED LINE MUST BE SLEEVED W /SCH 40 PVC PURPLE PIPE TWICE DIAL OF PIPE & EXTEND 5FT ON BOTH SIDES OF DOMESTIC PIPE, 13) SUBMIT 1 —HARD COPY & 1 —PDF COPY OF IRRIGATION PLANS TO CM WITH STD DRAWING /402 & THESE GENERAL NOTES ON THE TITLE PAGE, & ALSO SHOWING A MINIMUM OF 10FT SEPARATION FROM IRRIGATION TO POTABLE SERVICES. 14) TYPE K COPPER OR BRASS PIPE FROM METER TO 3FT PASSED PROPERTY LINE OTH PRESSURE REGULATOR (IF REQUIRED) & ACME THREAD QUICK COUPLER INSTALLED. 15) NO LOOPED IRRIGATION SYSTEMS '.SHALL BE PERMITTED, ONE SERVICE PER SYSTEM, 16) PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. 17) DRINKING FOUNTAINS, PICNIC TABLES & BENCHES SHALL NOT BE CONSTRUCTED IN AREAS WHERE OVERSPRAY FROM RECYCLED WATER COULD COME $4 CONTACT WITH THEM, 16) DECORATIVE WATER FOUNTAINS SHALL USE POTABLE WATER, SUBMIT DRAWINGS SHOWING POTABLE LINES TO ALL FOUNTAINS. ALSO PLANS SHALL SHOW ALL DRINKING & DECORATIVE FOUNTAINS, EATING AREAS. AND SEATING AREAS 19) PRE — CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF RECYCLED WATER IRRIGATON. Cucamonga Valley Water [District RECYCLED WATER GENERAL NOTES Cucamonga Malley "°°R° ED IY: 4711.11KC Water District r�IjC 400E +awgwisi z.�rm JOHN P.1, -, OIRECTUR1 OF OPEERA7�$ i ilAhlt —OI SHT 2 or 2 SHEET INDEX Sheet List Table Sheet Number Sheet Title L -1 TITLE SHEET L -2 CONSTRUCTION PLAN L -3 CONSTRUCTION DETAILS L -4 CONSTRUCTION SPECIFICATIONS L -5 IRRIGATION PLAN L -6 IRRIGATION DETAILS L -7 IRRIGATION DETAILS L -8 IRRIGATION SPECIFICATIONS L -9 PLANTING PLAN L -10 PLANTING DETAILS L -11 PLANTING SPECIFICATIONS Mi r 0 DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA DAY CREEK BOULEVARD AND VINTAGE DRIVE ROW2013 -00778 TRACT 18709 LMD PLANS a �PNDS Cq PF TITLE SHEET E F�9'j� APPROVED BY CITY ENGINEER w TURF n DESIGN °C 9/30115 1 cv EXP. DAT le•f5.1 f DATE �Q ATE OF Cp\ / DRAWN SF CHECKED BM PLAN PREPARED BY: SA \ a 310 NORTH JOY STREET CORONA, CA 92879 APE T. 951.737.1124 cn�r EC *URE 1, 951,737,6551 yucui/1- 2 f .'1G B L -'� RLA NO. DATE /7 -J-13 R.C.E. NO. 53672 SHEET L -1 DRAWING NO. 2350 -L w 0 w w � 1 w 0 U) ✓oe 4 F2 1] 14 VINTAGE DRIVE M ?_1 I41 I1 2 27' -10" 149' -3" CONSTRUCTION NOTES: 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTION AND OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND INSPECTOR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 4. 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. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 8. ALL CURVILINEAR WALKS, CURBS, CONCRETE MOWSTRIPS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORM WORK TO BE APPROVED BY CITY INSPECTOR PRIOR TO POURING. 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND /OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB. 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303, AND 400, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR AND CLEAN -UP. CONSTRUCTION LEGEND ❑1 6" CONCRETE HEADER PER CITY STANDARD DETAILS NO. 542 AND 534, SHEET L -3 COBBLE PAVING PER CITY STANDARD DETAILS NO. 542 AND 542 -A, SHEET L -3 PERIMETER BLOCK WALL PER SEPARATE PERMIT ® NEW SIDEWALK AND ACCESS RAMP PER DWG 1813 SH. 8 REV 1 (VINTAGE DRIVE) AND DWG 1803 SH. 2 & 3 REV. 6 (DAY CREEK BOULEVARD) 0 EXISTING SIDEWALK PROTECT IN PLACE © MONUMENT - REFER TO DETAIL SHEET L -3 FOR CONSTRUCTION 7❑ P.O.B. BEGINNING OF CURVE RADIUS P.A. = PLANTER AREA, REFER TO PLANTING PLAN FOR THIS AREA lol► ■ 0' 20' 40' 60' W.m \1 J I I I I 41 Id I ( it II 1 II , r I P. k. 3 1 I 0" � 1 I 13:1 ti 1 I 1 P.A. LIMIT9F RK E' m 1 w N W 21' A N c.n x C --4- 7 DESCRIPTION OF REMSION DAY CREEK I30tJLEVARD AND VINTAGE DRIVE ROW2013-00778 TRACT 18709 LMD PLANS E CIiY ENGINEER ,Lu D n DESIGN ce onniic —1 CK Ir DATE OF CA 1. \ / DRAWN P SF CHECKED BM PLAN PREPARED BY: 310 NORTH JOY STREET Cbmia CORONA, CA 92879 ItnD S Cn ae e cei recruxe T, 951.737.1124 F. 951.737.6551 'e • (3 LALA NO. DATE i z -s• i3 R.C.E. N0. 53672 SHEET L -2 DRAWING N0. 2350 -L CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY- STANDARD PLAN 3 CONCRETE HEADER 534 GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2 0'c rt I_yn SHEET 1 OF I MONUMENT WALL DETAIL LEGEND 1 4' THICK POUR - REPLACE NATURAL COLOR CONCRETE CAP TIEDTO 44 VERT. REBAR IN WALL ALTERNATE BENDS INTO CAP PROVIDE 121 TWO 44 RFBAR HORIZ SET IN MIDDLE OF CAP AS SHOWN. PROVIDE SAW CUT JOINT S E VERY 24'0 C CONCRE TE WITHIN FIR §T 24 HRS- AF T E R POUR 2. NATIVE WASHED ROCK COBBLE (FROM LOCAL SOURCE) 6' -8' INDIA, MORTAREDTO POUR-IN-PLACE WALI BATTER 1' OVER 9' VERTICAL RISE ON PILASTER. NO BATTER ON WALL JOINTS NOT TO EXCEE U 1/2' RAK•F L) CLEAN CONTRACTOR TO ATTACH MASONRY CLIPS TO WALL AND PILASTER PER MANUFACTURER'S RECOMMENDATIONS SAMPLE AREA TO BE APPROVED BY INSPFCTOR AND COBBLFS TO BE SMOOTH. ROUND AND FREE OF OBJEC I IONABLF DISF IGURATIONS ANDIRON CONTENT 3. MONOLfTIHIC POURED CONTINOUS CONCRETE FOOTING PROVIDE MIN 6' COVER OVER TOP OF FOOTING TO FINISH GRADE 4. (3) THREE •4 HORIZ REBAR CONT SET IN MIDDLE OF CONCRETE FOOTING AND TERMINATE AND TIE INTO LOOPED RFRAR OF PILASTER F0011NG 5, (2) TWO x4 VERT, REBAR 18' o.c. TIE INTO HORI7 RFBAR AND FOOTING ALTERNATE BENDS AS SHOWN 6 t4 HOR17 REBAR CONTINOUS TIE INTO PILASTERS AT END OF WALL 7, 16'X 8"X 16' PILASTER CMU BLOCK FILL FD SOLID WITH (4) FOUR VERT REBAR IN EA CORNER TIE HDR17 CONTINUOUS REBAR FROM WALL TO VERT TIES 8. NATURAL COLOR PRECAST CONCRETE PILASTER CAP r0 -H26PC BY OUICK CRETE PRODUCTS (909)737 6240. 9 12'X 18' BRONZE CUSTOM MADE PLAOUE WITH LFTTERS'RE' OVERIAPPING AS SHOWN IN EM ARGUMENT CONTRACTOR TO HAVE SAMPLE OF PLAOUE LF T I EKING APPROV ED BY CITY PRIOR TO PURCHASE AND INSTAL I AT ION PLAOUE 10 BE FIX[ D TO PILASTEH $O THAT CORBLF OVERHANGS 1' MAX. 10 COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. 11. 8' THICK CAST IN PLACE CONCRETE WAL 1 w.1 STONE VENEER IN FRONT AND STUCCO ON REAR. NOTES: CONTRACTOR WILL BE REOUIRED TO PROVIDE SHOP DRAWINGS PREPARED BY A SIGN SHOP FOR CII Y RE VIEW PRIOR TO PURCHASE OF STYROFOAM LF I I LRS 14 C ALL STEEL TO HAVE A MIN OVERLAP OF 16 X DIAMETER AND WIRE TIED AS REOLARED UNDISTURBED NATIVE SOIL BOULDER SIZE AND LOCATION PER PLAN 1Y ` POLY -FOAM EXPANSION JOINT 112" RADIUS ADJACENT HARDSCAPE REFER TO PLAN NOTES: 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB -GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2.1/2" POLY -FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CONSTRUCTION PLAN. 4, 90% COMPACTED SUB - GRADE. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, STANDARD PLAN �� BOULDER INSTALLATION '" 542 -A CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF I SECTION A - A ►� • ► u CASE I CURB `MORTAR EVEN WITH { CURB AND WALK / 2% COBBLESTONE A FLAT SIDE UP TOOL MORTAR JOINTS TO ACCENT COBBLE. r SIDEWALK a " - �T MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER STD 542-A -_ (LOCATE PER PLAN) 3' MIN. SOIL DEPTH AT EDGE OF COBBLE r- COBBLESTONE CONCRETE HEADER - 112" RADIUS 3412' MINIMUM EXPOSED EDGES AND FINISH PER PLAN CONCRETE BED 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE CASE 3 24" ------- 6" �.- 2" IN PLANT BED CROSSINGS) 6" OR 8" ST ONESWALE FINISH GRADE MAX _- EPTH SEE MOTE 2 FOR DG OR COBBLESTONE F.S. SHALL BE FLUSH WITH T TOP OF CONCRETE HEADER -v - _ 4" CONCRETE BED -� 11 -I I I :11 I -I I la COBBLESTONE I f (- W1#3 BAR ''' I l pvp,v vvpv Tv- CONTINUOUS (UNLESS OTHERWISE INSTRUCTED) I I -i i I -III -I Q m w NOTES: A 1. PROVIDE SCORE JOINTS AT 10' -0" O.C. AND 3/8" EXPANSION JOINTS AT 20' -0" O.C. PER CITY STD. 534 2. 8" WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY- MAINTAINED TURF. 3. CONCRETE TO BE 520-C -2500 MIN. ° 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON -HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. rn CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY- STANDARD PLAN 3 CONCRETE HEADER 534 GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2 0'c rt I_yn SHEET 1 OF I MONUMENT WALL DETAIL LEGEND 1 4' THICK POUR - REPLACE NATURAL COLOR CONCRETE CAP TIEDTO 44 VERT. REBAR IN WALL ALTERNATE BENDS INTO CAP PROVIDE 121 TWO 44 RFBAR HORIZ SET IN MIDDLE OF CAP AS SHOWN. PROVIDE SAW CUT JOINT S E VERY 24'0 C CONCRE TE WITHIN FIR §T 24 HRS- AF T E R POUR 2. NATIVE WASHED ROCK COBBLE (FROM LOCAL SOURCE) 6' -8' INDIA, MORTAREDTO POUR-IN-PLACE WALI BATTER 1' OVER 9' VERTICAL RISE ON PILASTER. NO BATTER ON WALL JOINTS NOT TO EXCEE U 1/2' RAK•F L) CLEAN CONTRACTOR TO ATTACH MASONRY CLIPS TO WALL AND PILASTER PER MANUFACTURER'S RECOMMENDATIONS SAMPLE AREA TO BE APPROVED BY INSPFCTOR AND COBBLFS TO BE SMOOTH. ROUND AND FREE OF OBJEC I IONABLF DISF IGURATIONS ANDIRON CONTENT 3. MONOLfTIHIC POURED CONTINOUS CONCRETE FOOTING PROVIDE MIN 6' COVER OVER TOP OF FOOTING TO FINISH GRADE 4. (3) THREE •4 HORIZ REBAR CONT SET IN MIDDLE OF CONCRETE FOOTING AND TERMINATE AND TIE INTO LOOPED RFRAR OF PILASTER F0011NG 5, (2) TWO x4 VERT, REBAR 18' o.c. TIE INTO HORI7 RFBAR AND FOOTING ALTERNATE BENDS AS SHOWN 6 t4 HOR17 REBAR CONTINOUS TIE INTO PILASTERS AT END OF WALL 7, 16'X 8"X 16' PILASTER CMU BLOCK FILL FD SOLID WITH (4) FOUR VERT REBAR IN EA CORNER TIE HDR17 CONTINUOUS REBAR FROM WALL TO VERT TIES 8. NATURAL COLOR PRECAST CONCRETE PILASTER CAP r0 -H26PC BY OUICK CRETE PRODUCTS (909)737 6240. 9 12'X 18' BRONZE CUSTOM MADE PLAOUE WITH LFTTERS'RE' OVERIAPPING AS SHOWN IN EM ARGUMENT CONTRACTOR TO HAVE SAMPLE OF PLAOUE LF T I EKING APPROV ED BY CITY PRIOR TO PURCHASE AND INSTAL I AT ION PLAOUE 10 BE FIX[ D TO PILASTEH $O THAT CORBLF OVERHANGS 1' MAX. 10 COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. 11. 8' THICK CAST IN PLACE CONCRETE WAL 1 w.1 STONE VENEER IN FRONT AND STUCCO ON REAR. NOTES: CONTRACTOR WILL BE REOUIRED TO PROVIDE SHOP DRAWINGS PREPARED BY A SIGN SHOP FOR CII Y RE VIEW PRIOR TO PURCHASE OF STYROFOAM LF I I LRS 14 C ALL STEEL TO HAVE A MIN OVERLAP OF 16 X DIAMETER AND WIRE TIED AS REOLARED UNDISTURBED NATIVE SOIL BOULDER SIZE AND LOCATION PER PLAN 1Y ` POLY -FOAM EXPANSION JOINT 112" RADIUS ADJACENT HARDSCAPE REFER TO PLAN NOTES: 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB -GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2.1/2" POLY -FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CONSTRUCTION PLAN. 4, 90% COMPACTED SUB - GRADE. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, STANDARD PLAN �� BOULDER INSTALLATION '" 542 -A CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF I SECTION A - A ►� • ► u CASE I CURB `MORTAR EVEN WITH { CURB AND WALK / 2% COBBLESTONE A FLAT SIDE UP TOOL MORTAR JOINTS TO ACCENT COBBLE. r SIDEWALK a " - �T MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER STD 542-A -_ (LOCATE PER PLAN) 3' MIN. SOIL DEPTH AT EDGE OF COBBLE r- COBBLESTONE PLANTER AREA Q 4 4 Q d SEE DETAIL FOR END CONDITION °- SIDEWALK 4- HARDSCAPE JOIN AT RIGHT ANGLES (TYP.) 3' MIN. ! 4' MAX. RAD. EXISTING CURB OR WALK END CONDITION 6" PCC MOW CURB PER CITY STD 534 COBBLESTONE HARDSCAPE NOTES: 1. CONCRETE CLASS 520 -D -2500, 2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: BOULDERS: MAX. 3'0" - MIN. 1'6" COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 213 EMBEDMENT 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D• MORTAR. 1 PART CEMENT TO 2 -2/1 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY -PACK' IS ALLOWED) 5, A SAMPLE AREA, MIN. 40 SO, FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. 6. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 7, ROCKS SHALL BE SMOOTH, ROUNDED -AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 8. ALL COBBLE STONE AREAS SHALL HAVE 6 "x6" CONCRETE HEADER AS AN EDGE AT PLANTING. 9. ROGKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MIN. AT ALL TIMES WITHIN THE R.O.W. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, RIVER WASHED GRANITE STANDARD PLAN " 14 COBBLESTONES 542 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF i ENLARGEMENT „} L.' v SECTION B - B PILASTER It FVATION IT-O' 31" PILASTER DETAIL ELEVATION v�v�v aECTION A -A LEGEND: 1 NATIVE LOCAL RIVER WASHED COBBLE - 6' - O' dla. ALL SIDE S SET IN MORTAR BED 6 BATTER ANGLE AS SHOWN RAKE JOINTS SMOOTH SAMPLE ARE A TO BE APPROVED BY INSIDE CT OR AND COBBLES TO BE SMOOTH. ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT 2. 16 x 8 x 16 COLUMN BLOCK, 12 x 8 x 12 COLUMN BLOCK, 8 x 6 x 16 CONIC PRECISION BE OCK• 8 x 6 x 8 HALF BLOCK AND 4 x 4 x 8 CONC, PRE CISION BLOCK SE E SECTION A A FOR LAYOUT GROUT ALI CELLS SOLID 3. 44 CONTINUOUS HORIZONTAL REBAR ATTACH PILASTER AND 8' WIDE WALI TO EACH OTHER GROUT FIRST CELL SOLID WHERE DOWEL LING OCCURS 4 04 VERTICAL R BAR 0 CORNERS. 5. PRECAST CONCRETE CAP SUF ELFVATKXNS AND PLAN FOR MODEL/MANUFACTURER 6. PROPOSED CONCRETE FOOTING PER STRUCTURAL ENGINEER'S REPORI POUR PILASTER AND WALL FOOTING; TOGETHER 7. 90°,.COMP SUBGRADE 8. FINISH GRADE 9. 44 REBAR HORIZONTAL HOOP TOP, MIDDLE 8 BOTTOM AS SHOWN 10. MONUMENT WALL W CAST IN PLACE NATURAL COLOR CONCRE TE WALT CAP SEE DETAIL A. SHE T L -15. VENF F R 10 BE STONE ON FRONT SIDE ANC' STUCCO ON RE AR NOTES- 1. WIDTH AT TOP IS BASF ON WIDTH AT BASE AS STATED IN WALL LAYOUTS 2, CONTRACTOR TO PROVIDE MASONARY CLIPS AT At JOINTS h w I DESCRIPTION OF REVISION I DATE I APPROVED VED I •� •'. ' . •II "• •I •, TRACT DAY BW.EVARD AND VINTAGE DRIVE 0• LMD PLANS ,LVV3 )OF CO%MMTM DUALS P g E zM 2! `9q��y APPROVED BY CITY ENGINEER n DESIGN \F`CAO DRAWN SF CHECKED BM DATE 14-2-45 R.C.E. N0. 53672 PLAN PREPARED BY: RECOMMEN ED b m l a 310 NORTH JOY STREET CORONA, CA 92879 JA e o s c A P e T: 951.737.1124 SHEET a CHITECTURE F: 951.737.6551 �uccGar 2r3(.V L -3 RLA NO. DRAWING NO. 3412' MINIMUM CONCRETE BED CASE 3 24" ------- 6" �.- MORTARED ST ONESWALE MAX _- EPTH T -v 4" CONCRETE BED O2" RETE CURB COBBLESTONE BENEATH COBBLE W1#3 BAR O z 2' MIN. / W MAX. RAD. Q m w 6" PCC MOW CURB CURB & GUTTER / PER CITY STD. 534 PLANTER AREA Q 4 4 Q d SEE DETAIL FOR END CONDITION °- SIDEWALK 4- HARDSCAPE JOIN AT RIGHT ANGLES (TYP.) 3' MIN. ! 4' MAX. RAD. EXISTING CURB OR WALK END CONDITION 6" PCC MOW CURB PER CITY STD 534 COBBLESTONE HARDSCAPE NOTES: 1. CONCRETE CLASS 520 -D -2500, 2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: BOULDERS: MAX. 3'0" - MIN. 1'6" COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 213 EMBEDMENT 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D• MORTAR. 1 PART CEMENT TO 2 -2/1 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY -PACK' IS ALLOWED) 5, A SAMPLE AREA, MIN. 40 SO, FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. 6. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 7, ROCKS SHALL BE SMOOTH, ROUNDED -AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 8. ALL COBBLE STONE AREAS SHALL HAVE 6 "x6" CONCRETE HEADER AS AN EDGE AT PLANTING. 9. ROGKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MIN. AT ALL TIMES WITHIN THE R.O.W. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, RIVER WASHED GRANITE STANDARD PLAN " 14 COBBLESTONES 542 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF i ENLARGEMENT „} L.' v SECTION B - B PILASTER It FVATION IT-O' 31" PILASTER DETAIL ELEVATION v�v�v aECTION A -A LEGEND: 1 NATIVE LOCAL RIVER WASHED COBBLE - 6' - O' dla. ALL SIDE S SET IN MORTAR BED 6 BATTER ANGLE AS SHOWN RAKE JOINTS SMOOTH SAMPLE ARE A TO BE APPROVED BY INSIDE CT OR AND COBBLES TO BE SMOOTH. ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT 2. 16 x 8 x 16 COLUMN BLOCK, 12 x 8 x 12 COLUMN BLOCK, 8 x 6 x 16 CONIC PRECISION BE OCK• 8 x 6 x 8 HALF BLOCK AND 4 x 4 x 8 CONC, PRE CISION BLOCK SE E SECTION A A FOR LAYOUT GROUT ALI CELLS SOLID 3. 44 CONTINUOUS HORIZONTAL REBAR ATTACH PILASTER AND 8' WIDE WALI TO EACH OTHER GROUT FIRST CELL SOLID WHERE DOWEL LING OCCURS 4 04 VERTICAL R BAR 0 CORNERS. 5. PRECAST CONCRETE CAP SUF ELFVATKXNS AND PLAN FOR MODEL/MANUFACTURER 6. PROPOSED CONCRETE FOOTING PER STRUCTURAL ENGINEER'S REPORI POUR PILASTER AND WALL FOOTING; TOGETHER 7. 90°,.COMP SUBGRADE 8. FINISH GRADE 9. 44 REBAR HORIZONTAL HOOP TOP, MIDDLE 8 BOTTOM AS SHOWN 10. MONUMENT WALL W CAST IN PLACE NATURAL COLOR CONCRE TE WALT CAP SEE DETAIL A. SHE T L -15. VENF F R 10 BE STONE ON FRONT SIDE ANC' STUCCO ON RE AR NOTES- 1. WIDTH AT TOP IS BASF ON WIDTH AT BASE AS STATED IN WALL LAYOUTS 2, CONTRACTOR TO PROVIDE MASONARY CLIPS AT At JOINTS h w I DESCRIPTION OF REVISION I DATE I APPROVED VED I •� •'. ' . •II "• •I •, TRACT DAY BW.EVARD AND VINTAGE DRIVE 0• LMD PLANS ,LVV3 )OF CO%MMTM DUALS P g E zM 2! `9q��y APPROVED BY CITY ENGINEER n DESIGN \F`CAO DRAWN SF CHECKED BM DATE 14-2-45 R.C.E. N0. 53672 PLAN PREPARED BY: RECOMMEN ED b m l a 310 NORTH JOY STREET CORONA, CA 92879 JA e o s c A P e T: 951.737.1124 SHEET a CHITECTURE F: 951.737.6551 �uccGar 2r3(.V L -3 RLA NO. DRAWING NO. fir GENERAL CONDITIONS 1. GENERAL A, The terms and definitions stated in these General Conditions shall apply to all sections of the Specifications as if set forth fully therein. B. The Plans and Specifications with any Addenda are complementary. The indications on the drawings or the requirements of the Specifications shall be as binding as though shown and /or required by both. C. All parts of the work specified herein and /or indicated on the Plans may be completed by separate contractors and it shall be the responsibility of each contractor to determine the effect of their work upon the work of others. D. The Contractor shall perform all work in accordance with all applicable building regulations and ordinances even though such requirements are not specifically mentioned herein. Any work in conflict with such requirements shall be brought to the attention of the Owner by the Contractor and the Contractor shall not proceed with such work without the written approval of the Owner. 2, DEFINITIONS 3. EJ 5. A. Contractor shall mean the bidder performing work directly for the Owner. Contractor agrees that he is fully responsible to the Owner for the acts or omissions of his Subcontractors. Nothing contained in the General Contract shall create any contractual relation between the Owner and Subcontractor. B. Owner's Representative shall mean the job superintendent or other person of responsibility employed by the Owner. C. Work shall mean all labor, materials, equipment, services, permits and licenses, necessary to furnish and /or install, in place, all materials, equipment and/or appliances specified in any one section and /or shown on the Plans. D. Furnish shall mean to purchase and deliver as directed by the Owner, all material, equipment, or appliances specified in any one section and /or shown on the plans. E. Install shall mean all labor, materials, equipment, and services necessary to set in place, connect, hook up and /or make ready for operation all materials, equipment and /or appliances. CHANGES The Owner may make changes, alterations, modifications, and /or corrections to the contract documents before the execution of the Contract and such shall be made in the form of Addendum, issued in writing to all bidders. All such Addenda shall become a part of the Specifications and /or Plans as if originally included herein. All oral instructions, interpretations and /or modifications, if any, shall not be recognized and shall not be included in any Contract. After execution of the Contract, the Owner may make revisions to the drawings, Plans, or specification by issuance of a Change Order signed by an authorized agent of the Owner, which shalt become a part of the original Contract. JOB FILE The Owner shall furnish the Contractor with the required number sets of all Plans, Specifications, revisions ordered by the Owner, and Change Orders. The Contractor will furnish his contract, any shop drawings required and a work sheet on which he will note any deviation from the Contract not otherwise covered. The Contractor shall keep a field set of Plans upon which deviations are noted, work sheet, shop drawings and miscellaneous documents pertinent to the work in a "Job File" on the job at all times. GUARANTEE The Contractor shall, by execution of this Contract, and upon completion of the entire work described in the Contract, guarantee that all work performed or material and equipment supplied is full, guaranteed for a period of one year from the date of acceptance (unless specifically stated otherwise in these Specifications or the Agreement), and that during said one year period, all defective workmanship and /or materials shall be repaired and /or replaced, including any work of others which has been damaged by such repair and /or replacement at no additional cost to the Owner. SPECIAL CONDITIONS 1. PROTECTION OF WORK AND PROPERTY A, The Contractor shall protect adjacent private or public property as provided by law. B. The Contractor shall protect all existing work and landscaping from any damage resulting from his operations or those of his Subcontractors. Any such damage shall be repaired by the Contractor to a condition equal to that existing at time of commencing work, as directed by the Owner. 2. LIMITS OF INSURANCE Insurance coverage shall not be less than the following: A. Workmen's Compensation Statutory B. Public Liability: $1,000,000 C. Automobile (Owned & Non - Owned): $1,000,000 3. HOLD HARMLESS CLAUSE All work done on the premises, or in connection with the execution of this Contract, shall be at Contractor's risk and the Contractor shall assume any and all liability and will hold harmless the Owner and /or any other person, firm, corporation or organization for whom such contract work is being performed, their agents or employees, or otherwise. 4. OWNER'S STATUS A. The Owner shall have authority to stop the work whenever such stoppage may be necessary in his reasonable opinion to insure proper execution of the Contract. B. The Owner shall be the interpreter of the conditions of the Contract and judge of its performance. He shall use his powers under the contract to enforce its faithful performance by the Contractor. 5. LAWS AND REGULATIONS The Contractor shall secure all permits, fees, licenses, post all notices, comply with all local laws, ordinances, and regulations pertaining to his work as required by all governing boards, jurisdictions, and /or agencies. The Contractor will pay for all permits unless specifically provided for otherwise by the Owner. 6. CONTRACTOR'S RESPONSIBILITIES The Contractor shall secure all permits, fees, licenses, post all notices, comply with all local laws, ordinances, and regulations pertaining to his work as required by all governing boards, jurisdictions, and /or agencies. The Contractor will pay for all permits unless specifically provided for otherwise by the Owner. fANIF.14211II it &y The Contractor shall keep a field set of Plans upon which all deviations from the Plans are noted. These "As- Built" Plans shall be readily available for inspection at all times, and shall indicate all additions or deletions accurately as they occur. Upon completion of the project, the Contractor shall submit these "As- Builts" to the Owner. 8. HIDDEN OBSTACLES Prior to any excavation, the Contractor shall locate all cables, conduits, sewers, septic tanks and such other utilities as are commonly encountered underground and he shall take proper precaution not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, he shall promptly notify the Owner's representative who will arrange for relocation. Contractor will proceed in the same manner if rock layers or any other condition encountered underground make changes advisable. 9. LANDSCAPE ARCHITECT'S FUNCTION The Landscape Architect shall perform general field observation of work as related to interpretation of Contract Documents when specifically contracted to do so by the Owner. He is the agent or the Owner to the extent provided in the Specifications and when in special instances he is authorized by the Owner to act as interpreter of the conditions of the Contract and as judge of its performance. The Landscape Architect does not assume responsibility for the quality of work or proper performance of the Contractor. 10. FINAL INSPECTION Upon completion of work, Contractor shall notify the Landscape Architect, who then will arrange with the Owner for final inspection. Any variance or omission shall be noted at this time, and the Contractor shall stipulate when and how he will rectify said variance. When these corrections, if any, have been carried out and the work areas cleaned, the job shall be considered completed and the General Contract executed. I DESCRIPTION OF REVISION I DATE I AP ROVED I 6 , DAY CREEK BOILEVARD AND VINTAGE DRIVE ROW2013 -00778 TRACT 18709 LW PLANS o \.p,NDSCq pF CONSTRUCTION 81"'MRCATIONS �C k E . 441, q /2 7 F �� APPROVED BY DATE / L - 3- 47 N�� CITY ENGINEER R.C.E. NO. 53672 , , , ^' DESIGN PLAN PREPARED BY: RECOMMEN D ATURE °G 9 30 15 - i SK e b m l a 310 NORTH JOY STREET CORONA, CA 92879 E 5 DRAWN X C S C R P f T: 951.737.1124 SHEET ViV�11 �� Xcnirf cru Xf P: 957.737.6551 J�9 DATE SF " - L-4 TF Of CAL�FO� CHECKED O • to DRAWING NO. BM 2350 -L n TG PRAI rT Mr1 i I i VINTAGE DRIVE N 2013 1 -1/2" PIPE SLEEVE I MED Landscape Water Use Calculations Project Name 1 Maximum Annual Water Allowance (Eto)(ET Adjustment Factor) (Landscape Area) (Conversion Factor) = MAWA 56 -6 * 0.7 * 7777 * 062 = 191.037 gal / yr 2 Estimated Total Water Use Hydrozone # 1 (High) (ETo *Conversion Factor) (Plant Factor *Hvdrozone Are = ETWU Irrigation Efficiency 56.6 * 0.62 0.7 0 _ 0.71 0 gal /yr Hydrozone # 2 (Medium) (ETo *Conversion Factor)(Plant Factor *Hvdrozone Area = ETWU Irrigation Efficiency 56.6 * 0.62 05 * 777/7 181.940 0.75 gal I yr Hydrozone # 3 (Low) (ETo *Conversion Factor)(Plant Factor *Hvdrozone Area = ETWU Irrigation Efficiency 56.6 * 0.62 0.3 0 _ 09 0 gal / yr Total ETWU = 181,940 W - FTWU = ,0 gal /yr (this number must be positive) WORST CASE FURTHEST POC MAX RUN = 350' WORST CASE VALVE = 16.0 GPM Mainline (1 -1/2 ") 2.6 PSI Laterals 3.03 PSI Fittings .3 PSI Backflow 12.00 PSI Water Meter (3/4 ") 4.1 PSI Valve 1" 2.1 PSI Master Valve 2.6 PSI Elevation Change +5' 2.1 PSI Total Loss 28.83 PSI Design Pressure 40.0 PSI Minimum Req. Pressure 68.83 PSI Static Pressure at meter 48 PSI Pressure Difference -20.83 PSI Boost Pressure Provided by Pump 25 PSI Worst Case Pressure 4.17 PSI 1 -1/2" PIPE SLEEVE � I I IRRIGATION NOTES: 4 HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION -- 1. NEW WATER METER (SIZE PER PLAN) IS REQUIRED AT ALL POINTS OF - - - -- - - 9 6 CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY 1" 9.9 CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH - -- INSTALLING A QUARTER CIRCLE OF HALF CIRCLE SPRINKLER HEAD ON .45 Q THE CUCAMONGA VALLEY WATER DISTRICT (CVWD), WHICH WILL PROVIDE PROS- I2- PRS40- CV- R- MP1000180 EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER 40 1955 THE WATER METER UNIT ITSELF (PAID FOR BY THE CITY(. ALL OTHER MED COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST PROS- 12- PRS40- CV- R- MP2000 90 MED COSTS FOR THE INSTALLATION OF THE WATER METER, INCLUDING HOT -1/2" PIPE SLEEVE TO THE CITY. 5 TAP AND SERVICE LINE, SHALL BE PAID BY THE CONTRACTOR. CONTACT 9. INSTALL FOUR (4) SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF .74 .45 THE CVWD FOR COSTS AND INSTALLATION PROCEDURES. THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON M a 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, .45 EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. o r ' FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY :� �r►_�+ ice.'_. . . INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. o BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER T 1.0 FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK n MODEL INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, SUPERIOR 3100 -RW -1 ", NORMALLY OPEN DESIGN, BRASS MASTER VALVE (GROUNDCOVERS /SHRUBS) APPLIED FOR 8 HOURS A NIGHT/ 5 DAYS A RAINBIRD EFB- CP- R -PRS -D BRASS ELECTRIC CONTROL VALVE WITH PRESSURE REGULATOR ►� MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL ® WEEK BETWEEN THE HOURS OF 9:OOPM TO 5:OOAM ONLY ONE VALVE PER © CALSENSE ET200- 8- LR /RR- W /TP1- TP110 -LR/RR DOME INSTALLED WITHIN A METERED ENCLOSURE, SSE - MPS -BASE LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A -TYPE AND SPECIFICATIONS TO BE DETERMINED 25 PSI BOOST REQUIRED CONTROLLER SHALL OPERATE AT A TIME. g° FS REPRESENTATIVE OF THE CITY. 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATION PRESSURE AS n 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A _ _ _ - SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF STRONGBOX STAINLESS STEEL SMOOTH TOUCH ENCLOSURE ON GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR CONCRETE PAD, AND SHALL BE INSTALLED PARALLEL TO THE STREET SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING VALVES, ETC. SHOWN WITHIN ATTENTION OF THE CITY. "- PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET200- 8- LR/RR, W/TP1, a INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY TP110 AND LR/RR DOME INSTALLED WITHIN A STRONGBOX CONTROLLER CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, OR SB -22SS WITH CALSENSE OPTION (TWO CONTROLLERS) AND SIDEWALKS, UTILITY LINES AND EQUIPMENT AND ARCHITECTURAL SEPARATE METERED ENCLOSURE, MPS -A16 -1 OK. ANTENNA PORT r FEATURES. INSTALLATION TO BE PROVIDED BY THE CITY. THE CONTRACTOR SHALL d 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. v DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A P THE CITY. REPRESENTATIVE OF THE CITY. 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF /HERSELF WITH ALL 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK -UP SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE r 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND DEVELOPER % VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVER -SPRAY ONTO 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE E e INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN PLANS. ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 15. ALL POP -UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE FINISHED GRADE TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER d 0 1 -1/2" PIPE SLEEVE � I I - -- - =�y -------- � -__ - -- -- / 1/2" PIPE SLEEVE �- - SHRUB HEADS 4 MANUFACTURER/ MODEL -- PSI GPM - - - -- - - 9 6 Q 1" 9.9 - -- - - - -- .19 .45 Q PROS- I2- PRS40- CV- R- MP1000180 8' -14' 40 1955 Nj p Fs My MED PROS- 12- PRS40- CV- R- MP2000 90 MED 1 -1/2" PIPE SLEEVE .44 e - - - - -- 14' -21' 40 .74 .45 9:1 PROS- 12- PRS40- CV- R- MPSC515 -LEFT AND RIGHT STRIP 5'X15' i .22 .45 d f r ' 1, ir.+� �i _. • :� �r►_�+ ice.'_. . . Q o HUNTER PRO- 12- PRS40- CV -R -5- MSBN -1 OF 2'x2' 40 1.0 IRRIGATION LEGEND SYM. MODEL 4" SUPERIOR 3100 -RW -1 ", NORMALLY OPEN DESIGN, BRASS MASTER VALVE RAINBIRD EFB- CP- R -PRS -D BRASS ELECTRIC CONTROL VALVE WITH PRESSURE REGULATOR ►� WATTS B- 6400 -SS BALL VALVE - LINE SIZE ® WILKINS 375XLB BACKFLOW, 1" SIZE. BACKFLOW TO BE INSTALLED WITH STRONGBOX STAINLESS STEEL SMOOTH TOUCH ENCLOSURE ON CONCRETE PAD © - -- - =�y -------- � -__ - -- -- / 1/2" PIPE SLEEVE �- - VALVE CALL -OUT # SHRUB HEADS SYMBOL MANUFACTURER/ MODEL RAD PSI GPM PRECIP RATE Q 1" PROS- 12- PRS40- CV- R- MP1000 90 8' -14' 40 .19 .45 Q PROS- I2- PRS40- CV- R- MP1000180 8' -14' 40 .37 .45 G PROS- 12- PRS40- CV- R- MP2000 90 14' -21' 40 .40 .44 e PROS- 12- PRS40- CV- R- MP2000180 14' -21' 40 .74 .45 9:1 PROS- 12- PRS40- CV- R- MPSC515 -LEFT AND RIGHT STRIP 5'X15' 40 .22 .45 d PROS- 12- PRS40- CV- R- MPSC515- CENTER STRIP 5 -X30' 40 .44 .45 o HUNTER PRO- 12- PRS40- CV -R -5- MSBN -1 OF 2'x2' 40 1.0 IRRIGATION LEGEND SYM. MODEL My SUPERIOR 3100 -RW -1 ", NORMALLY OPEN DESIGN, BRASS MASTER VALVE RAINBIRD EFB- CP- R -PRS -D BRASS ELECTRIC CONTROL VALVE WITH PRESSURE REGULATOR ►� WATTS B- 6400 -SS BALL VALVE - LINE SIZE ® WILKINS 375XLB BACKFLOW, 1" SIZE. BACKFLOW TO BE INSTALLED WITH STRONGBOX STAINLESS STEEL SMOOTH TOUCH ENCLOSURE ON CONCRETE PAD © CALSENSE ET200- 8- LR /RR- W /TP1- TP110 -LR/RR DOME INSTALLED WITHIN A METERED ENCLOSURE, SSE - MPS -BASE IPUMP -TYPE AND SPECIFICATIONS TO BE DETERMINED 25 PSI BOOST REQUIRED &C NELSON 7645 1" BRASS QUICK COUPLER VALVE WITH ACME THREADS FOR SLOW FLOW CONTROL, WITH LOCKING RUBBER COVER AND PURPLE CAP WITH RECLAIMED WARNING. #7641 KEY FS CALSENSE FM -16 1" FLOW METER BRONZE, MINIMUM FLOW 3 GPM, MAX FLOW 50 GPM HHOA WATER METER, 3/4" INSTALLED PER WATER AND SEWER PLANS BY CIVIL ENGINEER _ _ _ - SCH 80 PVC SLEEVE - SIZE PER PLAN SCHEDULE 40 PVC LATERAL LINE - 4" UNLESS OTHERWISE NOTED, COLOR PURPLE 1 -112" SCHEDULE 40 PVC MAINLINE COLOR PURPLE VALVE CALL -OUT # VALVE NUMBER GALLONS PER MINUTE VALVE SIZE AREA IN SQUARE FEET PLANT CATEGORY GPM $ # PC WIRE SLEEVE CHART SLEEVING # OF SIZE WIRES 1/2" 4 3/4" 6 1" 10 1 1/4" 18 •SCH. 40 PVC CONDUIT NORTH 0' 20' 40' 60' o \,p,NDSCgPF E ER # 1M���9�/ a 1 F C'y 0 rn w N TURF C7 `fTDAI i 9 \TF OF CAS\ 10i i Im 'r W�2M �mIPillr•]l h 6" PIPE SLEEVE 2" WIRE SLEEVE 5 6.3 1" 980 MED 6 3.1 i 588 MED 6" PIPE SLEEVE 2" WIRE SLEEVE rY w J O m I' w W O U Q o ' I II 7 8.3 1" 1725 MED n n R I lY U m_ ■•muln M: WATER METER, CVWD STANDARD S: STRAINER, STD, DWG. NO. 517 -C. PR: PRESSURE REGULATOR, STD. DWG. NO, 519. GV: GATE VALVE, STD. DWG. NO. 518. BF: BACKFLOW, STD. DWG. NOS. 517 -A & 517 -B QC: QUICK COUPLER, STD. DWG. NO. 536. FM: FLOW METER, STD. DWG. NO. 516. MV: MASTER VALVE, STD. DWG. NO. 516. QC}- FM} ---{MV NOTES: 1. QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW, 2. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES MUST BE 10 FEET AND THE VERTICAL DISTANCE MUST BE 1 FEET 3. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE, THE RECYCLED WATER LINE MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE. 4. IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS TO PASS UNDER A SIDEWALK, TYPE K COPPER MUST BE USED AND EXTEND AT LEAST 1 FOOT PAST THE SIDEWALK BEFORE CHANGING TO PVC. TYPE K COPPER MUST BE COVERED WITH CHRISTY'S PURPLE POLYETHYLENE WRAP. 5. IF THE MAINLINE TURNS 90 DEGREES FROM THE WATER METER, CUCAMONGA VALLEY WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE ELBOWS TO AVOID HIGH WATER PRESSURE DAMAGE TO PVC FITTINGS. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, POINT OF CONNECTION (P.O.C.) STANDARD PLAN FOR NEW LANDSCAPE SITES 526 GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 SHEET 1 OF I In w co o g W M z I- - g o a _z c2 Q Z z ro BRASS NIPPLE N NOTES: SCH 80 PVC SXSXT TEE PRESSURE SUPPLY LINE 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 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. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE VALVE BOX. ° 6. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISTY'S PURPLE MODEL NO. ID- MAX- P2- RC009) ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. N CITY OF RANCHO CUCAMONGA, CALIFORNIA r APPROVED BY, REMOTE CONTROL VALVE WITH STANDARD PLAN SHUT -OFF VALVE & UNION 520 NGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W R.C.E. 53672_. SHEET 1 OF 1 v, z N HARDSCAPING (SEE NOTE 4) .a a °. CLEAN BACKFILL - SEE SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED I71 - PROVIDE 6" MIN. OF SAND BEDDING AND SHADDING _1 -11 ] I (I CONTROL WIRE SLEEVE - I -I I SIZE PER PLAN INSTALL ADJACENT 'III I SUPPLY LINE O PRESSURE PRESSURE SUPPLY LINE _ SLEEVE - SIZE TWICE DIAMETER OF PRESSURE SUPPLY LINE - NON - PRESSURE LATERAL LINE SLEEVE - SIZE TWICE DIAMETER OF NON - PRESSURE LATERAL LINE NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS, 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. PLAN 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 7. COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART# EX- TA- ET- 2 -PRW. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BYE TYPICAL SLEEVING STANDARD PLAN 5.13-0i 533 6.I7 GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 SHEET 1 OF 1 RAINBIRD 1812 - NP CAP SAM PRS (PURPLE CAP) 6" - 12" DIAMETER CLEAR SET TO ABOVE FINISH GRADE OF F SOIL. FINISH SOIL GRADE g z `v SCH 80 PVC NIPPLE - (MINIMUM 2" LONG) SCH 80 NIPPLE - 6" LONG MARLEX 900 ELL NON - PRESSURE LATERAL FITTING NON - PRESSURE LATERAL LINE NOTE: d1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, N MOW STRIPS AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE o COMPENSATING FEATURES PER THE IRRIGATION PLAN. 0 4. HEAD CONNECTION AT BOTTOM INLET ONLY. N MULCH PER CITY STANDARD, TAPER AWAY FROM HEAD SCH 40 PVC TXT90 °ELL MARLEX 90° STREET ELL CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BYE STANDARD PLAN tO _513 9 POP -UP SHRUB SPRAY HEAD 539 CIiY�E GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET I OF I - LLI R.C.E. 53672 g z ro CARSON MODEL 910 10" ROUND PURPLE BOX WITH LID ETCHED "QCV" AND STAINLESS STEEL BOLT. FINISH GRADE AT GRADE IN TURF AREAS 3" IN NON -TURF AREAS NELSON QCV WITH TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 450 ELLS "SNAP -TITE" WATERPROOF CONNECTORS OR EQUAL =1 I SCH 40 PVC MALE ADAPTOR - SCH 80 PVC UNION ELECTRIC CONTROL VALVE WITH STAINLESS STEEL - - PRESSURE REGULATOR PVC NIPPLE RAINBIRD: EPB- CP- NP -HAN -PRS -D MINIMUM (3) PLACES CARSON MODEL 1220 -12 14 "x21" 3/4" WASHED VIOLET / LAVENDER WITH LID MODEL CRUSHED 1220 -4 WITH STAINLESS STEEL BOLT AGGREGATE BASE D ap° Do (OR APPROVED EQUAL) p DpD Dp AND ETCHED WITH CONTROLLER SCH 40 BRASS NIPPLE AND VALVE SEQUENCE 24" LONG FINISH GRADE SIDEWALK PIG TAIL EXPANSION f_ LOOP (MIN. 24" LONG) (� RECYCLED WATER 3 WARNING TAG (SEE NOTES) BRASS ANGLE VALVE W/ FLOW ( UNION USE CHAMPION j (� ANGLE VALVE WITH UNION 3" (I I MODEL 300 (1" -2 ") 3/4" WASHED CRUSHED AGGREGATE opoaP so aoap ao d SCH 80 PVC NIPPLE O• °"O SCH 80 PVC UNION CONTROL & COMMON WIRES BRASS NIPPLE N NOTES: SCH 80 PVC SXSXT TEE PRESSURE SUPPLY LINE 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 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. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE VALVE BOX. ° 6. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISTY'S PURPLE MODEL NO. ID- MAX- P2- RC009) ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. N CITY OF RANCHO CUCAMONGA, CALIFORNIA r APPROVED BY, REMOTE CONTROL VALVE WITH STANDARD PLAN SHUT -OFF VALVE & UNION 520 NGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W R.C.E. 53672_. SHEET 1 OF 1 v, z N HARDSCAPING (SEE NOTE 4) .a a °. CLEAN BACKFILL - SEE SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED I71 - PROVIDE 6" MIN. OF SAND BEDDING AND SHADDING _1 -11 ] I (I CONTROL WIRE SLEEVE - I -I I SIZE PER PLAN INSTALL ADJACENT 'III I SUPPLY LINE O PRESSURE PRESSURE SUPPLY LINE _ SLEEVE - SIZE TWICE DIAMETER OF PRESSURE SUPPLY LINE - NON - PRESSURE LATERAL LINE SLEEVE - SIZE TWICE DIAMETER OF NON - PRESSURE LATERAL LINE NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS, 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. PLAN 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 7. COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART# EX- TA- ET- 2 -PRW. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BYE TYPICAL SLEEVING STANDARD PLAN 5.13-0i 533 6.I7 GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 SHEET 1 OF 1 RAINBIRD 1812 - NP CAP SAM PRS (PURPLE CAP) 6" - 12" DIAMETER CLEAR SET TO ABOVE FINISH GRADE OF F SOIL. FINISH SOIL GRADE g z `v SCH 80 PVC NIPPLE - (MINIMUM 2" LONG) SCH 80 NIPPLE - 6" LONG MARLEX 900 ELL NON - PRESSURE LATERAL FITTING NON - PRESSURE LATERAL LINE NOTE: d1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, N MOW STRIPS AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE o COMPENSATING FEATURES PER THE IRRIGATION PLAN. 0 4. HEAD CONNECTION AT BOTTOM INLET ONLY. N MULCH PER CITY STANDARD, TAPER AWAY FROM HEAD SCH 40 PVC TXT90 °ELL MARLEX 90° STREET ELL CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BYE STANDARD PLAN tO _513 9 POP -UP SHRUB SPRAY HEAD 539 CIiY�E GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET I OF I - LLI R.C.E. 53672 g z ro CARSON MODEL 910 10" ROUND PURPLE BOX WITH LID ETCHED "QCV" AND STAINLESS STEEL BOLT. FINISH GRADE AT GRADE IN TURF AREAS 3" IN NON -TURF AREAS NELSON QCV WITH LOCKING PURPLE CAP --{} MODEL 7645 (3/4 "),(1) =1 I NELSON #7641 QCV KEY, - AND (1) HOSE SWIVEL. -I STAINLESS STEEL - - -- I=- SCREW CLAMP MINIMUM (3) PLACES 3/4" WASHED _ CRUSHED o AGGREGATE BASE D ap° Do p DpD Dp O p o D D D SCH 40 BRASS NIPPLE SCH 40 BRASS NIPPLE 24" LONG 9 SCH 80 PVC 90° STREET ELL oI \ LINE FI I I ING D D D�D Dp p D Dp 0 �l ` PRESSURE SUPPLY LINE STRUCTURE OR HARDSCAPING 6" MIN. " MAX. 18 D Dp D D III -� I -I � �'v • 4 V 44 d a° a 4a v4v c °a 4� ° SCH 40 BRASS 900 ELL SCH 40 BRASS 900 STREET ELL #4 REBAR STAKE (24" LONG) d NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN QUICK COUPLING VALVE 536 vJ 5f3'Q NGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Y R.C.E. 53672 SHEET 1 OF 1 C z �IIII III�IIII- r -III - SPECS, F O OR FMATERIAL. 90% COMPACTION REQUIRED 0 I I= i I I NON - PRESSURE LATERAL LINE: PURPLE SCH. 40 SNAKE PIPE IN TRENCH M -III PRESSURE SUPPLY LINE: III-I ( I I-- PURPLE SCH. 40 /CL. 315 SNAKE I- PIPE IN TRENCH _� -III I i -11 -III -I CONTROL WIRES - BUNDLE -I -III N I I -I I NSTAL TAPE AD ADJACENT TO AND PRESSURE SUPPLY LINE I I_II_ i l l -I I- III -III -I (I -_ -- I 6" TYP. PROVIDE 6" MIN. OF SAND BEDDING AND SHADING NOTE: 1. PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 3" AND LARGER 24" MIN. DEPTH CITY OF RANCHO CUCAMONGA, CALIFORNIA DY STANDARD PLAN TYPICAL TRENCHING 532 9 NEER~ DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 53672 SHEET I OF 1 WHITE IE ✓v V WATERPROOF ALL WIRE IRRIGATION CONTROLLER CONNECTIONS PIG TAIL EXPANSION CARSON MODEL 1220 -12 14" x 21" LOOP (MIN.24" LONG) VIOLET / LAVENDER WITH LID MODEL 1220 -4 AND STAINLESS STEEL BOLT. PLACE AT GRADE IN TURF AREAS AND 3" ABOVE IN PLANT BED. x PIG TAIL EXPANSION k x LOOP (MIN.24" LONG) SCOTCH LOK EPDXY FILLED CONNECTORS FOR ALL FLOW SENSOR WIRE CONNECTIONS. x x " WHITE '< (COMMON) INSTALL SCOTCH LOKS IMMEDIATELY AFTER BLUE INSTALLING FLOW METER. OF 14 WIRES at ° 4 RED �o 00 o BLACK MASTER CONTROL FLOW °° VALVE SUPERIOR MODEL 3100 -RW (1 "- 3 ") ° d° ° •° °% MAINLINE DIAMETER SAME AS FLOW 3/4" WASHED CRUSHED FLOW METER METER SIZE AGGREGATE TO BE PLACED TO A DEPTH OF 6" IN FLOW METER AND MAINLINE DIAMETER MASTER VALVE BOX. SAME AS FLOW METER SIZE MINIMUM DISTANCE DOWNSTREAM OF UNINTERRUPTED PIPE (5X DIAMETER OF FLOW METER SIZE) MINIMUM DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (10X DIAMETER OF FLOW METER SIZE) NOTES: 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 2. IN MULTIPLE FLOW METER /M.V. INSTALLATIONS MAXIMIZE THE DISTANCE FROM THE'TEE" TO EACH FLOW METER TO MINIMIZE TURBULENCE. 3. MASTER VALVE AND FLOW METER MUST HAVE RECYCLED WATER TAGS (CHRISTY'S PURPLE MODEL NO. ID- MAX- P2- RC009) CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY FLOW METER INSTALLATION STANDARD PLAN 516 INEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E, 53672 SHEET 1 OF 1 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO =AMONGA DAY CREEK BOULEVARD AND VINTAGE DRIVE ROW2013 -00778 TRACT 18709 LMD PLANS a p NDSGq pF F RIGATION DETALS M //lF. 9'p� APPROVED BY �� P • --A CITY ENGINEER SIGNATURE ✓ n DESIGN 9/30/15 ___q SK L / I DRAWN J/ DATE �P SF F OF CA F0i CHECKED BM DATE /Z -3 -/3 R.C.E. N0. 53672 PLAN PREPARED BY: RECO M D W b m l a 310 NORTH JOY STREET CORONA, CA 92879 nnosce PE T: 951.737.1124 a c a T I c T u e e F: 951.737.6551 SHEET Lc1'4- 2 f %o L -6 /A. ° lsw% LA NO. DRAWING N0. n 5 C u LL 4' ww z co w r d. C z < . to Z_ Z Z En METER OM o• SCH 60 PVC UNION CARSON MODEL 1220 -12 :4 "x2i" PURPLE WITH LID MODEL `220 -4 AND STAINLESS STEEL BOLT COVER ETCHED "STRAINER" CARSON ORE0UAu ooe Jao oro .Q oo° FINISH GRADE STRAINER WILKINS WYE S -YS .50 k " -6 "1 RECOMMENDED PIPE TO BACKFLOW REGULATOR 34 "WASHED CRUSHED AGGREGATE BASE NOTES 1. ENSURE A MINIMUM OF 6" CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED AGGREGATE. 2. STRAINER CAN BE PAINTED PURPLE WITH RUSTOLEUM #i 1361 AS PER CUCAMONGA VALLEY WATER DSTR:CT. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED HY---- "- ..' -__.__ STRAINER 51 7RD CAN cl � EjT-Y° NGINE`E ER DATE! USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 53672 SHEEN : OF I ANCHOR ROD NOTES: IRRIGATION LEGEND SHALL ------- - - - - -� (TYP.) BE STRONGBOX I STAINLESS STEEL ASSEMBLY SMOOTH TOUCH — — — — — — — I LINE VALVE (2) PLACES BACKFLOW ENCLOSURE I Xn> 1 STRUCTURES OR HARDSCAPING. a: 3. WHEN UNIT IS NEXT TO A STRUCTURE (WALL, BUILDING, ETC.) d MOUNT TEST COCKS ON OPEN OR NON - STRUCTURE SIDE, 'D 33ff ORIENT UNIT PARALLEL TO STREET. T SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. ELEVATION PLAN VIEW PLAN VIEW DISIMILAR METALS. ANCHOR ROD 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER. (TYP.) FLOW PLAN VIEW PLAN VIEW ELEVATION PVC COUPLER --Euj 0 ° o° T6- 0 4CAP e° PLAN VIEW PLAN VIEW PLAN VIEW NOTES: Q "P L ALL PLASTIC PIPE TO BE INSTALLED ACCORDING TO THESE DETAILS, ' UNLESS OTHERWISE NOTED OR DETAILED. °0 2, THE PORTLAND CEMENT CONCRETE USED FOR THRUST BLOCKS J SHALL BE 420 -C -2000 CONCRETE. p 3. ALL ANCHOR RODS SHALL BE GALVANIZED STEEL, MINIMUM 1/2 INCH LL DIAMETER, WRAPPED AROUND PIPE. 4. THRUST BLOCKS SHALL BE USED FOR PLASTIC PIPES WITH 3" °ep DIAMETER OR LARGER. PLAN VIEW CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED By, THRUST BLOCK STANDARD PLAN -=� FOR PLASTIC PIPE 546 CITY ENGINEER DATE R.C.E. 24953 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF 1 ENCLOSURE MODEL PER NOTES: IRRIGATION LEGEND SHALL ------- - - - - -� BACKFLOW PREVENTER BE STRONGBOX I STAINLESS STEEL ASSEMBLY SMOOTH TOUCH — — — — — — — I LINE VALVE (2) PLACES BACKFLOW ENCLOSURE I Xn> 1 6" THICK X 12" WIDE CONCRETEPAD LENGTH VARIES PER SIZE /MANUFACTURER) SLOPE TO DRAIN AT MIN. 2% *18" MIN. OR PER LOCAL CODE FROM WATER SOURCE TO METER I I I I I NOTES: A 1. N D A 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPING. w 3. WHEN UNIT IS NEXT TO A STRUCTURE (WALL, BUILDING, ETC.) d MOUNT TEST COCKS ON OPEN OR NON - STRUCTURE SIDE, PVC SLEEVE REQUIRED FOR PIPE THROUGH CONCRETE PAD i— FINISH GRADE •➢ " 900% COMPACTION °• N � REQUIRED THE NIPPLE - TYPICAL (2) PLACES SCH 40 C MALE ADAPTOR LINE TO SYSTEMS FLOW ` -ELBOW TYPICAL (2) PLACES RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA VALLEY WATER DISTRICT STANDARDS. CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO CONSTRUCTION. S NOTES: A 1. INSTALL PER LOCAL CODES. A 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPING. w 3. WHEN UNIT IS NEXT TO A STRUCTURE (WALL, BUILDING, ETC.) d MOUNT TEST COCKS ON OPEN OR NON - STRUCTURE SIDE, 4, ORIENT UNIT PARALLEL TO STREET. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 6. DIELECTRIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF d DISIMILAR METALS. BUBBLER 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER. N APPROVED BY, OF RANCHO CUCAMONGA, CALIFORNIA REDUCED PRESSURE BACKFLOW STANDARD PLAN — s,3 PREVENTER —TYPE B 517 —B I WEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i F' R.C.E. 53672 SHEET 1 O l7 0 I� M 40" 40" ■■■■■■■■■■■' g■■o■■■■■■■, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ,■loss■■■■■■ os ■s■■ ■o■■■ It ... .. s° ° -1-,, e 6' 4_L14 ➢ '.D A P A A. U-1 E111 -- ADJUSTABLE FEET — I 64" O.C. — CORE FOR f' INTAKE AND DISCHARGE �—— 180" ° CORE 0AND D__ I v 46 "� f-- 34 NOTES PIVOT ROD CAST IN CONCRETE CONCRETE PAD .. 1. PUMP ENCLOSURE IS A CENTER SPLIT —END PIVOT. CONSTRUCTION MATERIAL IS 5052 —H32 MARINE GRADE ALUMINUM 1/8 ", STAINLESS HARDWARE. WEIGHT IS 160 LBS. (80 LBS. PER SIDE) €OSHA STD.j APPLY RECYCLED WATER DECAL (CHRISTY'S PART # ID -4100 4 3/8" x 3 1/2 ") TO PUMP ENCLOSURE. USE STAINLESS STEEL COAST GUARD SHACK SIZE DEPENDENT ON BACKFLOW DIMENSION. ✓OT ROD CAST CONCRETE )NCRETE PAD r� CITY OF RANCHO CUCAMONGA, CALIFORNIA CN APPROVED BY, STANDARD PLAN s , hCLAMSHELL PUMP ENCLOSURE 543 w NEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION X R.C.E. 53672 SHEET 1 OF I w w g Z w 0 I— Z 2 ro Z io w w m Z a Z co CARSON MODEL 1220 -12 14" x 21" VIOLET / LAVENDER WITH LID MODEL 1220 -4 AND STAINLESS STEEL BOLT. COVER ETCHED "IRRIGATION GATE" (CARSON OR EQUAL) USE WATTS B- 6400 -SS BALL VALVE FOR 1/2" -1 1/2" RESILIENT WEDGE - 2" OR LARGER WITH 2" OPERATING NUT WATTS 403 RT -RW (7-6") RECYCLED WATER GATE VALVE WARNING TAG EPDXY COATED SEE NOTES-, 3" De..D 3" r.9 FINISH GRADE VALVE �— 3/4" WASHED CRUSHED NOTES: AGGREGATE BASE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING, 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. N 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND $ VALVE NUMBER INSIDE VALVE BOX. ° 6. ALL VALVES MUST HAVE RECYCLED WARNING TAG (PURPLE) CHRISTY'S PURPLE MODEL NO. ID- MAX- P2- RC009. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. CITY OF RANCHO CUCAMONGA, CALIFORNIA °p APPROVED Bri ISOLATION VALVE STANDARD PLAN s , 3 or smaller 518 W NGINEER R.C.E. 536677 2 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF I � NOTES: 1. DEPTH OF SUMP SHALL BE PER SOIL CONDITION OR T MIN. CITY OF RANCHO CUCAMONGA, CALIFORNIA 'ROVED B z TREE BUBBLER SUMP STANDARD PLAN 545 Y ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION E. 24953 SHEET I OF 1 •� •' ♦ • ♦ • • 111�111111111111111qiiqiii 111111111111111111111 # E 2M 3�FP 'PC'y APPROVED 8Y !� CI1Y ENGINEER w rn DESIGN u n cbe 1�•►� •1� J DATE Q �TF OF CA0ID DRAWN SF CHECKED BM DATE f -L,3 R.C.E. NO. 53672 PREPARED BY: RECOMME E( b m l a 310 NORTH JOY STREET ro CORONA, CA 92879 TA aoscA OE 7:951.737.7124 SHEET Rc HITECTURE F: 951.737.6551 �� f® L -7 LA DRAWING NO. N0. DRAIN CAP FINISH GRADE BUBBLER PVC COUPLER ° o° T6- ae° e° °0 °0 J °ep op U °oo °0 °p ep o 0 92. ° 0 W p ° op °o0 op o °o 6" PERFORATED PVC �e ° ° ADV. U °° ° a o p °oo eo° ° 0 °O° o° J #4 WASHED GRAVEL �o ° o ° ° PVC SCH. 40 e o 0o SPRINKLER LATERAL ° p o e °o ° o° 9 o °v o ° oo oee op NOTES: 1. DEPTH OF SUMP SHALL BE PER SOIL CONDITION OR T MIN. CITY OF RANCHO CUCAMONGA, CALIFORNIA 'ROVED B z TREE BUBBLER SUMP STANDARD PLAN 545 Y ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION E. 24953 SHEET I OF 1 •� •' ♦ • ♦ • • 111�111111111111111qiiqiii 111111111111111111111 # E 2M 3�FP 'PC'y APPROVED 8Y !� CI1Y ENGINEER w rn DESIGN u n cbe 1�•►� •1� J DATE Q �TF OF CA0ID DRAWN SF CHECKED BM DATE f -L,3 R.C.E. NO. 53672 PREPARED BY: RECOMME E( b m l a 310 NORTH JOY STREET ro CORONA, CA 92879 TA aoscA OE 7:951.737.7124 SHEET Rc HITECTURE F: 951.737.6551 �� f® L -7 LA DRAWING NO. N0. n 5 A I 19 9 i I£ r V X 2 i I 2 I X E N N Is n N 1 8 SECTION 02810 U1 ajnu inioi d11u VdIVO ouNPueu un uus Piu jeer. with direct burial copper wire AWG -U.F. 600 volt. Pilot wires shall be a different color wire for E. Line Clearance: All lines shall have a minimum clearance of six (6) inches from each other and from IRRIGATION b. Two (2) five foot valve keys for operation of gate valves. each automatic controller. Common wires shall be white with a different color stripe for each lines of other trades. Parallel lines shall not be installed directly over one another. c. Two (2) keys for each automatic controller, automatic controller. Install in accordance with valve manufacturer's specifications and wire F. Automatic Controller: Install in stainless steel enclosure. 1. GENERAL d. One 1 quick coupler key and matching ose swivel for eve five 5 orr fraction thereof of O q P y ll every O chart. In no case shall wire size be less than #14. G High Voltage Wiring for Automatic Controllers: 9 9 g 1.01 DESCRIPTION each type of quick coupling valve installed. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure 9 PY 9 P 1. 120 volt power connection to the automatic controller shall be provided by the irrigation A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the possible. l lines wherever t p . supply or lateral aera Contractor. install irrigation systems as shown on the drawings and described herein project. Before final inspection can occur, evidence that the Owner has received material must 3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at 2. All electrical work shall conform to local codes, ordinances and union authorities having B. Related Work in Other Sections: be shown to the Architect. intervals of ten (I 0) feet. jurisdiction. 1, Landscape Fine Grading Section [02260] 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion H. Remote Control Valves: Install where shown on drawings and details. When grouped together, 2. Landscape Planting Section [02800] A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, 9 P 9 curl shall be of a sufficient length at each splice connection at each electrical control, so that in allow at least twelve 12" inches between valves. Install each remote control valve in a se erate ( ) P 3. Landscape Maintenance (02840] in loading ,unloading and storing of PVC pipe and fittings. All PVC pipe shall be transported in a case of re pair, the valve bonnet may be brought to the surface without disconnecting the control valve box. Each valve number shall be stenciled on valve box top with exterior paint. vehicle which allows the length of the pipe to lie flat so as not to subject it to undue bending or wires. Control wires shall be laid loosely in trench without stress or stretching of control wire I. Flushing of System: s 02945 4. Site and Street Furnishings [ ] concentrated external load at an point, An section of a that has been dented or damaged will Y P Y pipe 9 conductors. 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion 1.02 QUALITY ASSURANCE AND REQUIREMENTS be discarded and, if installed, shall be replaced with new piping. 5. All splices shall be made with Scotch -Lok #3576 Connector Sealing Packs, Rain Bird Snap -Tice work has been completed, and prior to installation of sprinkler heads, the control valves shall be A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all inspections 1.05 SUBSTITUTIONS wire connector or approved equal. Use one splice per connector sealing pack. opened and full head of water used to flush out the system . as required. A. If the irrigation contractor wishes to substitute an equipment or materials for the equipment or 9 Y 6. Field splices between the automatic controller and electrical control valve will not be allowed 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all materials listed on the irrigation drawings and specifications, he may do so by providing the without prior approval of the Architect. complete satisfaction of the Architect. cases where the manufacturers of articles used in this contract furnish directions covering points not following information to the Owner's authorized representative for approval: K. Automatic Controllers: J. Sprinkler Heads: shown in the drawings and specifications. 1, Provide a statement indicating the reasons for making the substitution. Use a seperate sheet of 1. Automatic controllers shall be of size and a shown on the I type pans. 1. Install the sprinkler heads as designated on the drawings, Sprinkler heads to be installed in this P 9 9 P C. Ordinances and Regulations: All local, municipal and state laws, rules and regulations governing or paper for each item to be substituted, 2. Final location of automatic controllers shall be approved by the Owner's authorized work shall be equivalent in all respects to those itemized. relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their shall be carried out by the Contractor. Anything contained in 2. Provide descriptive catalog literature, performance charts and now charts for each item to be representative. P 2. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall P 9 9 provisions these specifications shall not be construed to conflict with any of the above rules and regulations or substituted. 3, Provide the amount of cost savings if the substituted item is approved. 3. Unless other wise noted on the plans, the 120 volt electrical power to the automatic controller location to be furnished by others. The final electrical hook -up shall be the responsibility of the the spacing exceed the maximum recommended b the manufacturer. p 9 y requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is B. The Owner's authorized representative shall have the sole responsibility in accepting or rejecting irrigation Contractor. 9 3.04 TEMPORARY REPAIRS', The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner required by the above rules and regulations, the provisions of these specifications and drawings any substituted item as an approved equal to the equipment and materials listed on the irrigation drawings and specifications. L. Electrical Control Valves: 1. All electric control valves shall be as shown on plans, shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein shall take precedence. D. Explanation of Drawings: 1.06 GUARANTEE 2. All electric control valves shall have a manual flow adjustment. specified. 3.05 EXISTING TREES: Where it is necessary to excavate adjacent to existing trees the Contractor shall ry 1 9 1. Due to the state of drawings it is not possible to indicate all offsets, fittings, sleeves, etc. which A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached 3, Provide and install one control box for each electrical control valve, use all possible care to avoid injury to trees and tree roots. Excavation in areas where two 2 inch and P 1 rY ( ) may be required. The Contractor shall carefully investigate the structural and finished form. The general conditions and supplementary conditions of the specifications shall be fled with M. Control Valve Boxes: larger roots occur shall be done b hand. All roots two 2 inches and larger in diameter, except direct) 9 Y () 9 P Y conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as the Owner or his representative prior to acceptance of the irrigation system. 1. Use 10" x 10 -114" round box for all gate valves, Carson Industries #910 -12B with green bolt- in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped p p pip y pped with burls to may be required to meet such conditions. Drawings are generally diagrammatic and indicative B. A copy of the guarantee form shall be re -typed onto the Contractors letterhead and contain the down cover or approved equal. Extension sleeve shall be PVC -6" minimum size. prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots P 9 rY 9 9 9 of the work to installed in such a manner as to avoid conflicts between irrigation system, following information: 2. Use 9 -112" x 16" x 11" rectangular box for all electrical control valves, Carson Industries smaller than two 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, () f rc planting and architectural features. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1419 -12B with green bolt -down cover or approved equal. 9 PP q making complete, clean cuts. Roots one (1) inch and larger in diameter shall be painted with two coats 2. The word "Architect" as used herein shall refer to the Owner's authorized representative. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free N. Sprinkler Heads: of Tree Seal or equal. Trenches adjacent to trees should be closed within twenty four (24) hours; where 3. All work called for on the drawings by notes or details shall be furnished and installed whether from defects in materials and workmanship, and the work has been completed in accordance with 1. All sprinkler heads shall be of the same size, type and shall deliver the same rate of precipitation this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. with the diameter (or radius) of throw, pressure, and discharge as shown on the plans and /or canvas. or not specifically mentioned in the specifications. We agree to repair or replace any defects in material or workmanship which may develop during the specified in these special provisions. 106 FIELD QUALITY CONTROL 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is period of one year from date of acceptance and also to repair or replace any damage resulting from 2. Spray heads shall have a screw adjustment. A. Adjustment of the System: obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering Such obstructions or differences 9 9 the repairing or replacing of such defects at no additional cost to the Owner. We shall make such determined by the Owner, 3. Riser units shall be fabricated in accordance with the details shown on the plans. 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to 9 should be brought to the attention of the Owner's authorized representative. In the event this repairs or replacements within a reasonable time, as after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler prevent overspray onto walks, roadways and buildings as much as possible. notification is not performed, the irrigation Contractor shall assume full responsibility for any time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said body. 2. a it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting, Adjustments revision necessary. repairs or replacements made at our expense and we will pay the costs and charges therefore upon 5. All sprinkler heads of the same type shall be of the same manufacturer.E may also include changes in nozzle sizes and degrees of arc as required. 1.03 SUBMIT -PALS A. Materials List: demand. PROJECT: 3. EXECUTION 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (1 0) days 1. The Contractor shall furnish the articles, equipment, materials or processes specified by name in LOCATION: 3.01 INSPECTION after notification by the Owner. the drawings and specifications. No substitution will be allowed without prior written approval A. Site Conditions: 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on by the Architect. SIGNED: 1. All scaled dimensions are approximate. The Contractor shall check and verify all size the plans. 2. A complete material list shall be submitted prior to performing any work. The material list shall dimensions and receive Architect's approval prior to proceeding with work under this section. B. Testing of Irrigation System: 9 9 Y include the manufacturer, model number and description of all materials and equipment to be ADDRESS:. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be 1. The contractor shall request the presence of the Architect in writing at least 48 hours in advance used. responsible for damages to utilities which are caused by his operations or neglect. Check of testing. 1 Equipment or materials installed or furnished without prior approval by the Architect may be PHONE: existing utilities drawings for existing utility locations. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove rejected and the Contractor required to remove such materials at his own expense. DATE OF ACCEPTANCE: E 3. Coordinate installation of sprinkler irrigation materials including pipe, so there shall be NO watertight. Note: Testing of pressure mainlines shall occur prior to installation of electric control 4. The approval of any item, alternate or substitute indicates only that the product or products 2. PRODUCTS interference with utilities or other construction or difficulty in planting trees, shrubs, and valves. apparently meet the requirements of the drawings and specifications on the basis of the 2.01 MATERIALS groundcovers. 3. Ali P i P i 9 under areas shall be tested under hydrostatic o P ounds per information or samples submitted. A. General: Use only new materials of brands and types noted on drawings, specified herein or 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed square inch and proved watertight prior to paving. 5. The manufacturer's warranties shall not relieve the Contractor of his liability under the approved equals. before starting work on the sprinkler irrigation system. 4. Sustain pressure in lines for not less than two (2) hours. If leaks develop, replace joints and guarantee. Such warranties shall only supplement the guarantee. B. PVC Pressure Mainline Pipe and Fittings: 3.02 PREPARATION repeat test until entire system is proven watertight. B. Record and As -Built Drawings as Required by Owner: 1 Pressure mainline piping for sizes 2" and larger shall be PVC Class 315. A. Physical Layout: 5. Ail hydrostatic tests shall be made only in the presence of the Architect or another duly 1. The Contractor shall provide and keep up -to -date a complete as -built record set of blueline 2. Pipe shall be made from NSF approved Type I, Grade I, PVC compound conforming to ASTM 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location authorized representative of the Owner. No pipe shall be backfilled until it has been inspected, ozalid prints which shall be corrected daily and show every change from the original drawings resin specification D1784. All pipe must meet requirements as set forth in Federal Specification of sprinkler heads. tested and approved in writing. and specifications and the exact as -built locations, sizes and kinds of equipment. Prints for this PS- 22 -70, with an appropriate standard dimension (S.D.R.) (Solvent -weld Pipe), 2. All layout shall be approved by Architect prior to installation. 6. Furnish necessary force pump and all other equipment, purpose may be obtained from the Architect at cost. This set of drawings shall be kept on the 3. Pressure mainline piping for sizes 1 -1/2" and smaller shall be PVC Schedule 40 with solvent B, Water Supply: 7. When the sprinkler irrigation system is completed perform a coverage test in the presence of the site and shall be used only as a record set. welded joints, 1. Sprinkler irrigation system shall be connected to water supply points of connection as indicated Architect to determine if the water coverage for planting areas is complete and adequate. 2. These drawings shall also serve as work progress sheets and shall be the basis for 4. Pipe shall be made from NSF approved Type I, Grade I Pvc compound conforming to ASTM P PP YP P 9 on the drawings. Furnish all materials and perform all work required to correct any inadequacies of coverage - measurement and payment for work completed. These drawings shall be available at all times resins specification 1785. All pipe must meet requirements as set forth in Federal Specification P p P q P 2. Connections shall made approximate locations shown on the drawings. Contractor is without bringing this the attention of the Architect - due deviation from plans where the for inspection and shall be kept in a location designated b the Architect. Should the record set, p P 9 Y PS- 21 -70. a o responsible for minor changes caused by actual site conditions, o fu i system has been willfully installed as indicated on the drawings when it is obviously inadequate. ly blue line or as -built progress sheets not be available for review or up -to -date at the time of any 5. PVC solvent -weld fittings shall be schedule 40, 1 -20, II -1 NSF approved conforming to ASTM C. Electrical Supply: This test shall be accomplished before any ground cover is planted. inspection (refer to section 3.10 - Inspection Schedule), it will be assumed no work has been test procedure D2466. 8. Upon completion of each phase of work, the entire system shalt be tested and adjusted to meet completed and the Contractor will be assessed the cost of that site visit at the current billing rate 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of type and 1. Electrical connections for automatic controller shall be made to electrical points of connection as site requirements, of the Architect. No other inspection shall take lace P y prior to payment of that assessment. p installation methods prescribed by the manufacturer. indicated on the drawings. 3.07 MAINTENANCE: The entire sprinkler irrigation system shall be under full automatic operation for a 3, The Contractor shall make neat and legible notations on the as -built progress sheet daily as the g P 9 Y 7, All PVC pipe must bear the following markings: 2. Connections shall be made at approximate locations as shown on drawings. Contractor is period of seven 7 days prior to an planting. The Architect reserves the right to waive or shorten the P O Y P YP 9 9 work proceeds, showing the work as actually installed, For example, should a piece of Manufacturer's name responsible for minor changes caused by actual site conditions, operation period. equipment be installed in a location that does not match the plan, the Contractor must indicate a. b. Nominal pipe size 3.03 INSTALLATION 3.08 CLEAN -UP: Clean -up shall be made as each portion of work progresses. Refuse and excess dirt shall that the equipment has been relocated in a graphic manner so as to match the original s mbols 9 P symbols A. Trenchin g be removed from the site, all walks and paving shall be broomed or washed down, and any damage as indicated in the irrigation legend. The relocated equipment and dimensions will then be Schedule or class d. Pressure rating in P S I. 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even sustained on the work of others shall be repaired to original conditions, transferred to the original as -built plan at the proper time. grade. Trenching excavation shall follow layout indicated on drawings and as noted. 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE 4. Before the date of the final inspection the Contractor shall transfer all information from the P e. NSF (National Sanitation Foundation) approval 2. Provide for a minimum of eighteen 18 inches cover for all pressure supply lines u to 2 1/2" 9 O P PP Y P A. The Contractor shall operate each system in its entirety for the Architect at time of final observation. P Y Y as -built prints to a sepia mylar or similar mylar material procured from the Architect. All work f. Date of extrusion size. Any items deemed not acceptable by the Architect shall be reworked to the complete satisfaction of shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, 3. Provide for a minimum of 36" cover for all pressure supply lines 3" and larger the Architect. use on mylar material, Such pen shall be similar to those manufactured by Rapidograph, applicable I.P.S. schedule and NSF seal of approval. 4. Provide for a minimum cover of twelve (1 2) inches for all lateral lines. B. The Contractor shall show evidence to the Architect that the Owner has received all accessories, Kueffel & Esser or Faber Casten. The dimensions shall be made so as to be easily readable C, PVC Non - Pressure Lateral Line Piping: 5. Provide for a minimum cover of eighteen (1 8) inches for all control wiring charts, record drawings and equipment as required before final inspection can occur.E even on the final controller chart (see section C). The original mylar as -built plan shall be 1. Non - pressure buried lateral line piping shall be PVC Class 200 with solvent -weld joints when 8, Backfilling: submitted to the Architect for approval prior to the making of the controller chart. 5. The Contractor shall dimension from two 2 permanent points of reference, building corners, ( ) P P 9 installed in planting areas. 2. Pipe shall be made from NSF approved, T e I, Grade II PVC compound conforming to ASTM p pp Type p 9 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be 3.10 OBSERVATION SCHEDULE A. Contractor shall be responsible for noti m the Architect in advance for the following observation p ty 9 9 sidewalk or road intersections etc. the location of the following items: resin specification D1784. All pipe must meet requirements set forth in Federal Specification carefully backfilled with the excavated materials approved for backflling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. meetings, according to the time indicated: a. Connection to existing ater lines. 9 PS -22 -70 with an appropriate standard dimension ratio. Backfill shall be mechanically compacted landscaped areas to a dry density equal to adjacent 1. Pre -job conference - 7 days. b. Connection to existing electrical power. 3. Except in paragraphs 1 and 2 of section 2.01 B, all requirements for non - pressure undisturbed oil in planting areas. Backfill will conform to adjacent grades without dips, sunken 2, Pressure supply line installation and testing 8 hours. PP y 9 c. Gate valves. line pipe and fittings shall be the same as for solvent -weld pressure mainline pipe and lateral lin areas or other surface irregularities. 3. Automatic controller installation - 48 hours. d. Routing of sprinkler pressure lines (dimension max. 100' along routing). fittings as set forth in section 2.016 of these specifications. 2. A fine granular material Backfill will be initially placed on all Tines. No foreign matter larger than 4. Control wire installation - to hours. 5, Lateral line & sprinkler installation - 48 hours. P e. Sprinkler control valves. D, Brass Pipe and Fittings: one -half (112 ") inch in size will be permitted in the initial Backfill. f. Routing of control wiring. 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal 3. Flooding of trenches will be permitted only with approval of the Architect. Covers 6. g e test - 48 hours. g. Quick coupling valves. Specification #W W -P -351. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or 7. Final inspection - 7 days. h. Other related equipment as directed by the Architect. E. Galvanized Pipe Fittings: planting, or other construction are necessary, the Contractor shall make all required adjustments B. When observations have been conducted by other than the Architect, show evidence in writing of when and by whom 6. On or before the date of the final inspection the Contractor shall deliver the corrected and 1, Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel without cost to the Owner. these observations were made. completed sepias to the Architect. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. screwed pipe. 2. Fittings shall be medium galvanized, screwed, beaded, malleable iron. Galvanized couplings C. Trenching and Backfill Under Paving: 9 9 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed C. No site observations will commence without as -built drawings. C Controller Charts, may be merchant coupling. shall be backfilled with sand (a layer six (6) inches below the pipe and three (3) inches above In the event the Contractor calls for a site visit without as -built 1. As -bull! drawings shall be approved by the Architect before controller charts are prepared. 3. All galvanized pipe and fittings installed below grade shall be painted with two (2) coats of the pipe) and compacted in layers to 95% compaction using manual or mechanical tamping drawings, without completing previously noted corrections or without preparing the system for said visit, he shall be 2. Provide one controller chart for each controller supplied. Koppes #50 bitumastic. F Gate Valves: devices, Trenches for piping shall be compacted to equal the compaction of the existing, adjacent, undisturbed soil and shall left in firm, unyielding condition. All trenches shall be responsible for reimbursing the Architect at his current billing 3, The chart shall show the area controlled b the automatic controller and shall be the maximum y 1. Gate valves 3" and smaller shall be 1251b. SWP bronze gate valve with screw -in bonnet, left flush with the adjoining grade. The a sprinkler r irrigation Contractor shall set the place, cap and rates per hour portal (plus transportation costs) for size which the controller door will allow. non - rising stem and solid wedge disc. pressure test all piping under paving prior to the paving work. inconvenience. No further site visits will a scheduled until this 4. The chart is to be a reduced drawing of the actual as -built sytem. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size 2. Gate valves 3" and smaller shall have threaded ends and shall be equipped with a bronze 2. Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but, where charge has been paid and received. that will remain legible when reduced. handwheel. any cutting or breaking of sidewalks and /or concrete is necessary, it shall be done and replaced 5, The chart shall be a blackline or blueline ozalid print and a different color shall be used to 3. Gate valves 3" and smaller shall be similar to those manufactured by NIBCO or approved equal. by the Contractor as a part of the contract cost. Permission to cut or break sidewalks and/or indicate the area of coverage for each station. 4. All gate valves shall be installed per installation detail, concrete shall be obtained from the Architect. No hydraulic driving will be permitted under 6. When completed and approved, the chart shall be hermetically sealed between two pieces of G. Quick Coupling Valves: Quick coupling valves shall have a brass two -piece body designed for working pressure of 150 P.S.I. operable with quick coupler. Key size and type shall be as shown on concrete paving. 3. Provide for a minimum cover of eighteen (18) inches between the top of the pipe and the bottom CITY DESCRIPTION OF REVISION DATE APPROVED plastic, each piece being a minimum of 10 mils. plans. of the aggregate base for all pressure and non - pressure piping installed under asphaltic 7. These charts shall be completed and approved prior to final inspection of the irrigation system. H. Backflow Prevention Units: concrete paving. CITY OF RANCHO CUCAMONGA D. Operation and Maintenance Manuals 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install D. Assemblies: 1. Prepare and deliver to the Architect within ten calendar days prior to completion of construction, backflow prevention units in accordance with irrigation construction details, 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines DAY CREEK BOULEVARD AND VINTAGE DRIVE two hard cover binders with three rings containing the following information: 2. Wye strainers at backflow prevention units shall have a bronzed screwed body with 60 mesh (and various assemblies) in such a manner as to conform with the details per plans. a. Index sheet stating Contractor's address and telephone number, list of equipment with monel screen and shall be similar to Bailey #1008 or approved equal. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. /� /�/► ROWZV 13 -W778 TRACT 18709 LMD PLANS name and address of local manufacturer's representative. I. Check Valves: 3. Install all assemblies specified herein in accordance with respective detail. In the absence of b. Catalog and parts sheet on every material and equipment installed under this contract. 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with detail drawings or specifications pertaining to specific items required to complete work, perform �PNDS Cq p IRRIGATION SPEC�F�AT�ON$ F c. Guarantee statement. instruction all major equipment, replaceable composition, neoprene or rubber disc and shall meet or exceed Federal such work in accordance with best standard practice with prior approval of the Architect. Q �R qA� d. Complete operating and maintenance on the Owner's Specification WW -V -51 D, Class A, Type IV. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation, be t`�� �T 1M1 F APPROVED BY . ,' DATE / L-3 - 13 F 2. In addition to the above mentioned maintenance manuals, provide maintenance 2. Anti -drain valves shall be of heavy duty virgin PVC construction with F.LP. thread inlet and Installation and solvent welding methods shall as recommended by the pipe and fitting \ I6 1 y % -- 53672 personnel with instructions for major equipment and show evidence in writing to the Architect at outlet. Internal parts shall be stainless steel and neoprene. Anti -drain valve shall be field manufacturer. � Lti � CITY ENGINEER �,.. `� R.C.E. N0. the conclusion of the project that this service has been rendered. adjustable against drawout from 5 to 40 feet of head. Anti -drain valve shall be similar to the 5. On PVC to metal connections the Contractor shall work the metal connections first. Teflon tape ( rn DESIGN PLAN PREPARED BY: RECD D LU E. Equipment to be Furnished: 1. Supply as a part of this contract the following tools: Valcon "ADV" or approved equal, J. Control Wiring or approved equal shall be used on all threaded PVC to PVC and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are r N TURF b m l a 310 NORTH JOY STREET XP D /ATE SK CORONA, cn 9STRE IT a. Two (2) sets of special tools required for removing, disassembling and adjusting each type 1. Connections between the automatic controllers and the electric control valves shall be made required, use threaded PVC adaptors into which the pipe may be welded. / DRAWN � , N o :coo E T 951.737.1 I24 SHEET �. ( 4> E C r" q E r 9s.737.ass X),T ATE �P SF Akin__ ev set& L -8 9TF OF CAL�F��� CHECKED BY 4 RLA NO. DRAWING NO. BM 2350 -L DATE PROJECT N0. W W W H W J U) I 0 s) VINTAGE DRIVE ORK�i I -- -- - - - - -- — – – – – – – I l l — — VINTAGE DRIVE PLANTING LEGEND SYMBOL SYMBOL SCIENTIFIC COMMON SIZE QTY WUCOLS SPACING DEADHEAD FLOWERING SHRUBS NAME NAME NAME x SHEET 213v rn Geijera parviflora Australian Willow 24" Box 3 M 45' o.c. n W X rn W X LU w Of A Lagerstroemia White Crape 15 M 70' o.c. of w racemosa hybrid'Natchez' Myrtle Hybrid gal 9 L 35' O.C. W X TRIM TREES Chionanthus retusus Chinses Fringe Tree 24" Box 3 M 40' o.c. X INSPECT IRRIGATION SYSTEM X co X ADJUST IRRIGATION SCHEDULE Gazania x Fraxinus angustifolia RBAshod gal 3 M 45' O.C. REPLACE BARK MULCH Witsua Yellow' oxycarpa Flats SF M 12" D.C. >) x REMOVE WEEDS ® Dietes bicolor Yellow Fortnight Lily 5 Gal 12 M 48" O.C. x; Rosmarinus Hemerocallis Dwarf Red X REMOVE TRASH FROM PLANTERS O hybrids'Dwarf Evergreen 1 Gal 17 M 24" O.C. PERFORM LANDSCAPE IRRIGATION AUDIT officinalis Red' Daylily 2,560 L 18" D.C. NOTE', 1. REPAIR ALL IRRIGATION EQUIPMENT WITH ORIGINALLY INSTALLED COMPONENTS. 2. LANDSCAPE IRRIGATION AUDITS SHALL BE CONDUCTED BY CERTIFIED LANDSCAPE IRRIGATION AUDITORS AND BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE LANDSCAPE IRRIGATION AUDITOR HANDBOOK 3.HOA AND HOMEOWNERS TO PERFORM DUE DILIGENCE IN MAINTAINING THEIR IRRIGATION SYSTEM. DAMAGE TO THE IRRIGATION SYSTEM FROM RODENTS, PEST, EXPOSURE TO WEATHER, ETC. IS THE RESPONSIBILTY OF THE HOMEOWNER AND /Oft HOA. 0 Lantana x'New New Gold 1 Gal 46 L 24" O.C. Carpet' Gold' Lantana Abelia x Dwarf ® Grandiflora Nandina 5 Gal 5 Gal 58 M 24" O.C. 'Edward domestica'Nana' Bamboo Of In Goucher' = (n Phormium New of Zealand 5 gal 11 M 48" D.C. ofm tenax Flax 1: Parhenocissus setum Purple Purple 13 M 15' o.c. jtricuspidata Fountain 5 Gal 62 L 36" O.C. setaceu a' Grass ® Hemerocallis Yellow 1 Gal 104 M 24" O.C. 'Stella de Oro' Dwarf daylily Phormium Tenax New 5 Gal 35 M 48" O.C. 'Apricot Queen' Zealand Flax ' Smokey ® Coast 5 Gal 34 L 48" O.C. 'mok eSmok y' Rosemary Lu Z - Parthenocissus Boston Ivy 5 Gal 34 M 15' O.C. tr cuspidata NOTE: 1. QUANTITIES ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AMOUNT SHOWN ON PLAN SHALL TAKE PRECEDENCE OVER THOSE LISTED DAY CREEK BLVD PLANTING LEGEND MAINTENANCE ITEM SYMBOL SCIENTIFIC COMMON SIZE QTY WUCOLS SPACING DEADHEAD FLOWERING SHRUBS NAME NAME L AN D$ C A E E s CH 1 EC -u R x SHEET 213v ° Geijera parviflora Australian Willow 24" Box 3 M 45' o.c. n SHEAR GROUNDCOVER X rn TRIM GRASSES TO BASE X LU w o Platanus California 24" 2 M 70' o.c. of REMOVEPUPS racemosa Sycamore Box REMOVE DEAD /DAMANGED LEAVES X TRIM TREES Chionanthus retusus Chinses Fringe Tree 24" Box 3 M 40' o.c. X INSPECT IRRIGATION SYSTEM X REPAIR IRRIGATION SYSTEM X ADJUST IRRIGATION SCHEDULE Gazania x Yellow x 1,055 REPLACE BARK MULCH Witsua Yellow' Gazania Flats SF M 12" D.C. >) x REMOVE WEEDS X x; Rosmarinus X REMOVE TRASH FROM PLANTERS X Huntington X PERFORM LANDSCAPE IRRIGATION AUDIT officinalis Carpet Flats 2,560 L 18" D.C. NOTE', 1. REPAIR ALL IRRIGATION EQUIPMENT WITH ORIGINALLY INSTALLED COMPONENTS. 2. LANDSCAPE IRRIGATION AUDITS SHALL BE CONDUCTED BY CERTIFIED LANDSCAPE IRRIGATION AUDITORS AND BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE LANDSCAPE IRRIGATION AUDITOR HANDBOOK 3.HOA AND HOMEOWNERS TO PERFORM DUE DILIGENCE IN MAINTAINING THEIR IRRIGATION SYSTEM. DAMAGE TO THE IRRIGATION SYSTEM FROM RODENTS, PEST, EXPOSURE TO WEATHER, ETC. IS THE RESPONSIBILTY OF THE HOMEOWNER AND /Oft HOA. 'Huntington Rosemary SF Carpet' Abelia x ® Grandiflora Glossy 5 Gal 22 M 36" o.c. m 'Edward Abelia Of Goucher' = (n Phormium New O Zealand 5 gal 11 M 48" D.C. tenax Flax Parhenocissus Boston Ivy 5 Gal 13 M 15' o.c. jtricuspidata PLANTING NEAR HARDSCAPE NOTES: _ -- -------- -- - - -- ti SHRUBS MUST BE PLANTED A MINIMUM OF ONE -HALF OF THEIR ON- CENTER SPACING AWAY FROM WALKS, WALLS, CURBS AND OTHER HARDSCAPE ELEMENTS )EXCEPT FOR ROCKSCAPE, WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER THAN, 12" MIN.). TREES MUST BE PLANTED A MINIMUM OF ONE -HALF OF THEIR MINIMUM PLANTER WIDTH FROM WALKS, WALLS, CURBS, AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE, TREES WHICH WOULD OTHERWISE REQUIRE 8' OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN 4' OF ROCKSCAPE, PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE (SUCH AS WALKS, WALLS OR CURBS). WHERE POSSIBLE, TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING AREAS RECOMMENDED ON THE CITY'S TREE LIST. WHERE PLANTING AREAS ARE REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE FOLLOWED, THEN IN THE INTEREST OF PROVIDING TREES, WE CAN COMPROMISE ON THE PROXIMITY OF THOSE TREES TO ROCKSCAPE. TRESS MAY BE PLANTED WITHIN 2' OF ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED ABOVE. TREES REQUIRING A MINIMUM 2' PLANTING AREA SHOULD NOT BE PLANTED CLOSER THAN 1', JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE TRUNK. MAINTENANCE AND IRRIGATION AUDIT SCHEDULE MAINTENANCE ITEM BI- MONTHLY MONTHLY I QUARTERLY ANNUALLY 2 -3 YEARS 1 5 YEARS I AS- NEEDED DEADHEAD FLOWERING SHRUBS CORONA, CA 92879 L AN D$ C A E E s CH 1 EC -u R x SHEET 213v PRUNE SHRUBS X RLA NO. DRAWING NO. a 2350 -L n SHEAR GROUNDCOVER X TRIM GRASSES TO BASE X DIVIDE CLUMPING PLANTS X REMOVEPUPS X REMOVE DEAD /DAMANGED LEAVES X TRIM TREES X X INSPECT IRRIGATION SYSTEM X REPAIR IRRIGATION SYSTEM X ADJUST IRRIGATION SCHEDULE x REPLACE BARK MULCH x FERTILIZE x REMOVE WEEDS X REPLACE DISEASED /DEAD PLANTS X REMOVE TRASH FROM PLANTERS X X PERFORM LANDSCAPE IRRIGATION AUDIT X NOTE', 1. REPAIR ALL IRRIGATION EQUIPMENT WITH ORIGINALLY INSTALLED COMPONENTS. 2. LANDSCAPE IRRIGATION AUDITS SHALL BE CONDUCTED BY CERTIFIED LANDSCAPE IRRIGATION AUDITORS AND BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE LANDSCAPE IRRIGATION AUDITOR HANDBOOK 3.HOA AND HOMEOWNERS TO PERFORM DUE DILIGENCE IN MAINTAINING THEIR IRRIGATION SYSTEM. DAMAGE TO THE IRRIGATION SYSTEM FROM RODENTS, PEST, EXPOSURE TO WEATHER, ETC. IS THE RESPONSIBILTY OF THE HOMEOWNER AND /Oft HOA. PLANTING NOTES: 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS, WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE- INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATION FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS 3. CONTRACTOR SHALL FAMILIARIZE HIMSLELF /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 HAVE BEEN COMPLETED AND TESTED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND /OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND /OR HIS SUB - CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 8. WHENEVER SHRUB /GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM 125 LBS GRO -POWER PLUS ■' , .. L>L1L1r1t L1�LLggg eAN % 0' 20' 40' 60' K; 0 i W J O m Y W W U O DATE I. CITY DAY CREEK BOULEVARD AND VINTAGE DRIVE ROW2013-00778 TRACT 18709 LMD PLANS E APPROVED BY CITY ENGINEER W N TURE`L n DESIGN 0� 9/30/15 -- SK f� DATE 9 \TF OF CA S\ DRAWN SF CHECKED BM DATE Zt -3 -43 R.C.E. N0. 53672 PLAN PREPARED BY: RECOMMEN [ 310 NORTH JOY STREET I:bm l a CORONA, CA 92879 L AN D$ C A E E s CH 1 EC -u R T: 951.737.7124 F, 951,737,6551 SHEET 213v L_9 BY RLA NO. DRAWING NO. a 2350 -L n Don IrPT Ain I NOTES: N 1. REMOVE NURSERY STAKES AND ° FILL CAVITY WITHIN ROOTBALL. ( , i 2. STAKES TO BE PLUMB AND W ° E PARALLEL. 3. STAKE TREE PERPENDICULAR S JP�\50 F TO PREVAILING WIND. Q�yA��O N TOP TIE TO BE PLACED AS LOW W o E AS POSSIBLE ON THE TRUNK TO TOP Of STAKES BELOW HEAD ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH C��� BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. l ) S !�J X05 OR ALLOW THE HEAD TO DROP. MAIN TRUNK Q�SA� TOP TIE TO BE PLACED AS 1 Yf 2) SETS OF CINCH TIES SPACED LOW AS POSSIBLE ON THE 24" APART, CONVEX SIDE AGAINST TRUNK TO ALLOW FOR WIND TOP E FINISH G LL TO EXTEND IL > TOP OF STAKES BELOW ABOVE FINISH GRADE. TAPER FILL TREE TRUNK. ATTACH WITH FLEXING OF THE TREE. BUT FROM TOP OF ROOT BALL TO F.G. o GALVANIZED SCREWS TO 2" NOT SO LOW AS TO LOSE HEAD OF TREE WHERE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. ORIGINAL GRADE 12" MAX. LODGE POLES. w NATIVE BACKFILL WITH NO ROCKS THE HEAD TO DROP. > MAIN TRUNK GREATER THAN 3" DIAMETER. 2" DIA. LODGE POLE PINE STAKES –I (2) SETS OF CINCH TIES SPACED 24" TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, APART, CONVEX SIDE AGAINST TREE I_I I I 3" BERM TIGHTLY COMPACTED IN 2" ABOVE FINISH GRADE DRIVE A MIN, OF 6" INTO UN- TRUNK. ATTACH WITH GALVANIZED —III -I PLACE TO FORM WATERING BASIN. DISTURBED SOIL AND POSITION SCREWS TO 8' LODGE POLES. STAKES OUTSIDE ROOTBALL. 12 Mnx _ 2" DIA. LODGE POLE PINE STAKES _ ORIGINAL GRADE 3" BERM TIGHTLY COMPACTED WITH WOOD PRESERVATIVE STAIN, IN PLACE TO FORM WATERING DRIVE A MINIMUM OF 6" INTO I I -I III =I I I BASIN. LOCATED OUTSIDE OF UNDISTURBED SOIL AND POSITION _ PLANT PIT. STAKES OUTSIDE ROOT BALL. —I —III— _III ROOT BALL - -I 5111 I III= TOP OF ROOTBALL TO EXTEND 2" TIGHTLY COMPACTED 3" BERM ABOVE FINISH GRADE. NATIVE BACKFILL WITH _ TO FORM WATERING BASIN FOR I—IIII i= I I- I I —III —i I —III —III TO TIMES THE NO ROCKS GREATER _ III =III RESIDENTIAL AND GROUND COVER PLANT PIT TO BE (2) TIMES THE �j WIDTH OF THE ROOT INSTALLATIONS, LOCATE OUTSIDE WIDTH OF THE ROOT BALL. NO THAN 3' DIAMETER –�` =I I —III OF PLANT PIT. BERMS IN TURF WOOD CHIP MULCH SHOULD BE — III — III — III —III —III —III —I ( —III NO WOOD CHIP MULCH ROOT BAIL III —_ _ _ SHOULD BE PLACED OR AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN -III -I �-I I —) I I =III -III —) ALLOWED TO REMAIN PLANT PIT TO BE (2j I —III �j�, \1�r \AAA,111I —III_ TO CITY ACCEPTANCE. OVER THE ROOT BALL. OVER THE ROOTBALL. TIMES THE WIDTH OF THE ROOT BALL. 1 =1 I I —__ — _ —__ —_ — _ —__- NO WOOD CHIP MULCH - III — III —III- III —I 10 I I 1—=. I I I_=. I I I =I I __ __ \ SHOULD BE PLACED OR I— _III —I I �) — III =III —I I _ _ I I I I ALLOWED TO REMAIN OVER — III — III — III —I I I \ \ \ — III =III UNDISTURBED NATIVE SOIL. THE ROOT BALL. -I NMI — i I —_ _ \ \ I ARBOR GUARD IN TURF I I I I —I I —III —I Ii III AREAS AND FRONT YARDS. III— III — III= III =1I II III UNDISTURBED NATIVE SOIL. — III —) — III —) I —III ( \ ROOT BALL (I NATIVE BACKFILL WITH NOTES: NO ROCKS GREATER 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE III —I THAN 3" DIA. NOTES: OF R007 BALL. DO NOT CRACK ROOT BALL. 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL RE —���I NATIVE SOIL UNDISTURBED 2. STAKES TO BE PLUMB AND PARALLEL. 1 I I-1 i I I =,I�,� 11=fII =III — III —III —) ( —I I —I o 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. — N CITY OF RANCHO CUCAMONGA, CALIFORNIA (6 APPROVED BY, STANDARD PLAN �G'p DOUBLE STAKED TREE ON SLOPE hI 505 y CITY ENGINEER D TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Y R.C.E. 24953 SHEET 1 OF 1 iv HARDSCAPING (CONCRETE HEADER, CURB & GUTTER, SIDEWALK, ETC.) 12" 4" OF COMPACTED WOOD CHIP MULCH. FINISH SOIL GRADE SHOVEL CUT EDGE COMPACTED NATIVE SOIL NOTES: 1. PRIOR TO PURCHASE /PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 2. MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4, NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR ALLOWED TO REMAIN THERE. 'v d CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, STANDARD PLAN w z L MULCH INSTALLATION 509 W CITY ENGINEER IIATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION x R.C.E. 24953 SHEET I OF I CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, DOUBLE STAKED TREE STANDARD PLAN `fL 5 GAL — 24" BOX 502 CITY ENGINEER 'iTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF I LIMIT OF PLANTER AREA ONE HALF OF SPACING REQUIREMENT DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE ON CENTER SPACING ON CENTER SPACING OF SPECIFIED SHRUB -- OF SPECIFIED SHRUB DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB, UNLESS SPECIAL CASE AS DESCRIBED IN NOTE 4. BELOW. NOTE: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE -HALF THE DESIGNATED SPACING FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. 4, WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, SHRUB AND GROUND COVER STANDARD PLAN �cG2'Z.' 9 z SPACING 508 CITY ENGINEER DA E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF 1 CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY. STANDARD PLAN CONTAINER PLANTING ON SLOPE 507 CITY ENGINEER D TE USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION R.C.E. 24953 SHEET I OF I TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. EXTEND 2" ABOVE NO WOOD CHIP MULCH SHOULD BE FINISH GRADE PLACED OR ALLOWED TO REMAIN FINISH GRADE OVER THE ROOTBALL. � ROOT BALL PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL, NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIAMETER. UNDISTURBED NATIVE SOIL, NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOT BALL. CITY OF RANCHO CUCAMONGA, CALIFORNIA N s- ,.L APPROVED BYE STANDARD PLAN W 1�d� E CONTAINER PLANTING 506 w CITY ENGINEER ATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF 1 IDESCRIPTION OF REVISION I DATE (gpPRO ED I DAY CREEK BOULEVARD AND VINTAGE DRIVE ROW2013 -00778 TRACT 18709 LMD PLANS o �p NDS Cq pF PLANTING DETAILS �• R E . M7 '9 APPROVED BY DATE /L- 3 /3 CITY ENGINEER R.C.E. N0. 53672 w r^ DESIGN PLAN PREPARED BY: RECOMM ND DG 9/30/15 �-i SK b m l a 370 NORTH JOY STREET CORONA, CA 92879 ExPAT 7 DRAWN L A N D S C A P E T: 951.737.1124 SHEET of AR CH n E C T U RE F: 951.737.6551 - Lp DATE \P SF 4 L -10 9TF OF [CHECKED BY LAN . DRAWING NO. M eTr oartl u 2350 –L 8 I I SECTION 02800 LANDSCAPE PLANTING 1. GENERAL 1,01 GENERAL The requirements of the "General Conditions of the Contract" and of Division 1, "General Requirements ", shall apply to all work of this Section with the same force and effect as though repeated in full herein. 1.02 SCOPE OF WORK A. Work Included: 1 Providing and preparing soil and soil mixes. 2. Planting, including, trees, shrubs and sodded lawns. 3. Staking. 4. Tree Preservation. B Related Work Described Elsewhere: 1. Irrigation System Section [028101. 2. Landscape Finish Grading Section [022601. 3. Landscape Maintenance Section [028401. 1.03 QUALITY ASSURANCE A. Source Quality Control: 1. Submit documentation to Landscape Architect at least forty -five (45) days after award of Contract that all plant material is available. Contractor shall be responsible for all material listed on plant list, Any and all substitutions due to availability must be requested in writing prior to confirmation of ordering. All materials shall be subject to inspection by Landscape Architect at any time after confirmation of ordering. 2. Plants shall be subject to inspection and approval of Landscape Architect at place of growth or upon delivery for conformity to specifications, Such approval shall not impair the right of inspection and rejection during progress of the work. Submit written request for inspection of plant material at place of growth to Landscape Architect. Written request shall state the place of growth and quantity of plants to be inspected. Landscape Architect reserves the right to refuse inspection at this time if, in his judgment, a sufficient quantity of plants is not available for inspection. 3. The Contractor shall submit specifications of any item being used on site upon the request of the Landscape Architect, B. Standards: 1. Provide plants and planting material meeting or exceeding specifications of Federal, State and County laws requiring inspection for plant disease and insect control. 2. Provide quality and size conforming to current edition of "Horticultural Standards" for number one nursery stock as adopted by the American Association of Nurserymen 3. Provide plants which are true to name. Tag one of each bundle of lot with the name and size of plants in accordance with the standards of practice of the American Association of Nurserymen. 4. In all cases, botanical names shall take precedence over common names. C. Workmanship: Perform work in accordance with the best standards of practice for landscape work and under the continual supervision of competent foreman capable of interpreting the drawings and specifications. D. Quantities and Types: Plant materials shall be furnished in the quantities and / or spacing as shown or noted for each location, and shall be of the species, kinds, sizes, etc., as symbolized and /or described in the "List of Plant Materials," all as indicated on the drawings. E. Verification of Dimensions and Quantities: All scaled dimensions are approximate. Before proceeding with any work, carefully check and verify all dimensions and quantities and immediately inform the Landscape Architect of any discrepancy between the drawings and /or specifications and actual conditions. No work shall be done in any area where there is any such discrepancy until approval for same has been given by the Landscape Architect. F. Agricultural Soils Testing: 1. An analysis of existing on -site soil, import top soil, and light weight planter soil is required prior to beginning planting work and purchasing the same products or materials. 2 The testing laboratory shall be Wallace Laboratories Inc. 365 Coral Circle, El Segundo, CA 90245, 310.615.0116. Tests shall be paid for by the Owner. The quantity and location of on -site soil samples to be tested shall be determined by the Landscape Architect after rough grading operations are complete. 3. The quantity and location of on site soil samples to be tested shall be determined by the Landscape Architect. Provide 1,04 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. 1,05 SUBMITTALS A. Product Data: 1. Materials list of items proposed to be provided under this Section, 2. Complete data demonstrating compliance with the specified requirements. This shall not in any way be construed as permitting substitutions. 3. Submit samples of each of the materials listed in Part 2 - 'Products' as determined by the Landscape Architect. B. Certification: Provide a certificate with each delivery of bulk material, stating the source, quantity, and type of material and stating that the material conforms with the specified requirements. 1. For bulk delivered organic fertilizer, also show on the certificate of volume, net weight and percentages of nitrogen and phosphorus and potassium. 2. For other fertilizers and soil conditions in containers, show on the certificate the total quantities by weight and volume for each material. 1,06 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery: 1. Deliver fertilizer to site in original unopened containers bearing manufacturers guaranteed chemical analysis, name, trademark, and conformance to State Law. 2. The Contractor shall furnish Landscape Architect with copies of receipts for all amendments specified in Section 2.01 Materials or amended by the required Soils Report specified in Section 1.03 F. Deliver all plants with legible identification labels. a. Label trees, evergreens, bundles or containers of like shrubs, or groundcover plants. b. State correct plant name and size indicated on plant list. c. Use durable waterproof labels with water - resistant ink which will remain legible for at least 60 days. d. immediately remove from the job site all plants which are not true to name, and all materials which do not comply with the specified requirements. 4. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. 5. The Contractor shall notify the Landscape Architect seven (7) days in advance of delivery of all plant materials and shall submit an itemized list of the plant in each delivery. B. Storage: 1. Store plant material in shade and protect from weather. 2. Maintain and protect plant material not to be planted within four (4) hours in a healthy, vigorous condition. C. Handling: The Contractor is cautioned to exercise care in handling, loading, unloading and storing of plant materials. Plant materials that have been damaged in any way will be discarded and, if installed, shall be replaced with undamaged materials. 1,07 SAMPLES AND TESTS: Landscape Architect reserves the right to take and analyze samples of materials for conformity to specifications at any time. Contractor shall furnish samples upon request by Landscape Architect, Rejected materials shall be immediately removed from the site at Contractor's expense. Cost of testing of materials not meeting specifications shall be paid for by Contractor. 1.08 GUARANTEE AND REPLACEMENT: Submit a written guarantee in approved form in compliance with the related requirements of General Conditions guaranteeing the work of this section against any defective materials and workmanship in compliance with the following terms, agreeing to replace any defective materials and /or workmanship at no additional cost to the owner. A. Trees and Palm Trees shall be guaranteed for a period of one year and shrubs, vines and ground cover for a period of six months after final approval and acceptance of the project. B. Any plant material which dies or which is not healthy or vigorous when it has received normal care and maintenance shall be replaced within or at the end of the guarantee period and as specified in the Landscape Maintenance Specifications. C. Any trees or other plant materials that die -back and lose the form and size as originally specified, shall be replaced even though they have taken root and are growing after the die -back, 0. The Contractor, when notified by the Landscape Architect, shall remove and replace all guaranteed plant materials which for any reason fail to meet the requirements of the guarantee. Replacement of material and plants shall be made to same specifications as required for original planting. All replacements shall be guaranteed as specified for original materials from the actual date of the planting of replacement material. 1.09 EXISTING TREES 'TO BE PROTECTED IN PLACE' A. When the site is ready for clearing, existing trees designated as 'to remain' shall be protected form land clearing equipment and construction work. Barricades shall be erected around the tree to protect the entire dripline (an imaginary perpendicular line that extends downward from the outer -most tip of the tree branches to the ground) of the tree. B. The area around the tree protected by the barricade is there to keep heavy equipment off the tree roots which can compact soil, damage roosts or scar the trunk. Grading away or in any way damaging roots or adding fill (4 to 6 inches) can kill most trees, C. The barricade should uld stand as a signal against certain practices- No storage of equipment inside the barricade, No dumping of petroleum products, herbicides of other chemicals inside the barricade. No burial of debris within 100 feet of barricades. No fires within 100 yards of barricades. The area underneath the valuable trees and inside the barricades should be cleared or worked with hand tools. D. All underground power, water, telephone lines, etc., should be outside the tree's dripline whenever possible. Consulting an arborst about placement of trenches is vital. E. Don't allow trees to stand in water. Submersion of the roots can kill trees. F. If during the construction period any part of the tree becomes damaged, an arborist shall be retained at the contractor's expense to examine, recommend and direct any necessary remedial measures to save the tree. G. If damage is due to negligent or careless construction practices and activities the contractor shall replace the tree(s) with a healthy tree of like kind and size at the contractors expense. 1.10 ROOT BARRIER REQUIREMENT A. All trees within 8' (eight feet) of any paving curbs, or bands (except for trees in tree grates) shall be installed with linear root barriers. Root barrier products for trees within 8' (eight feet) of any sidewalks, curbs, gutters, and paving governed by or under the jurisdiction of the City, shall be that specified and approved by the City and shall be installed in accordance with the City's standards and the manufacturers specifications, recommendations, and details. 1.11 TREE PLACEMENT AND LOCATION REQUIREMENTS A. Trees shall be located not less than: 1. Twenty (20) feet back of beginning of curb returns at any street intersection. 2. Twenty (20) feet from lamp standards and power poles. 3. Ten (10) feet from fire hydrants. 4. Five (5) feet from service walks and driveways. 5. Five (5) feet from water meters.= 2. PRODUCTS 2.01 Materials A. The following organic, soil amendments and fertilizers are to be used for bid price basis only. Specified amendments and fertilizer specifications will be made after rough grading operations are complete and soil samples are tested by the Owner, see Section 1.03F. B. All materials shall be of standard, approved and first -grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened container bearing the manufacturer's guaranteed analysis. Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance or bearing the manufacturer's guaranteed analysis: C. Organic Amendment: Earthworks Soil Amendments, Inc. 'Planting Mix', 310.802.8842 1. Planting Mix: Earth Works Planting Mix is pre- moistened blend of carefully selected organic compost, aged forest products, premium peat moss, pumice and chicken manure which is formulated for all landscape planting applications. D. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing a minimum of 99% sulfur (expressed as elemental). 2. Iron Sulfate: 20% Iron (expressed as metallic iron), derived from ferric and ferrous sulphate, 10% sulfur (expressed as elemental). 3. Calcium Carbonate: 95% lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98% minimum calcium sulphate. 5. Amendment: Establish 'by Earthworks Soil Amendment Inc., 310.802.8842. Earthworks Establish is designated to be used as a pre -plant soil amendment and contains both soluble and insoluble nutrients for immediate and long term fertilization as follows: Analysis: 1- 1.3 -6.3 1% Total Nitrogen, 1.3% Available Phosphoric Acid, 6,3% Soluble Potash, 16% Calcium, 1.5% Sulfur, .75% Iron, .06% Manganese. Derived from: Rock Phosphate, composted chicken manure, sulfate of potash, gypsum, worm castings and dairy manure compost. E. Fertilizer: 1. Planting Fertilizer: Granular form fertilizer consiting of the following percents by weight by Earthworks: 7% nitrogen, 1% phosphoric acid, 7% potash 2. Gro -Power Planter Pot Fertilizer: Shall be Gro- Powers' controlled release fertilizer and soil conditioner or equal in the following percents by weight. 12% nitrogen, 8% phosphoric acid, 8% potash, 25% humus, 5% humic acid 3. Planting Tablets. a. Shall be slow released type with potential acidity of not more than 5% by weight containing the following percentages of nutrients by weight: 20% nitrogen, 10% phosphoric acid, 5% potash, 2.6% combined calcium, 1.6% combined sulfur, .35% iron (elemental) from ferrous sulfate b. Shall be 21 gram tablets as manufactured by Agriform or approved equal, applied per manufacturer's instructions. 4. Palm Tree Planting Tablets: Shall be Gro -Power 9 -3 -9, 7 gram controlled- release tablets containing the following percentages of nutrients by weight: 9% nitrogen, 3% available phosphoric acids, 9% soluble potash, 3% calcium, 4% magnesium, 2% Iron, 05% Manganese, .05% Zinc, 5% humic acids 5, Pre -Sod Fertilizer: Shall consist of the following percentage by weight and shall be mixed by a commercial fertilizer supplier: 16% hydrogen, 20% phosphoric acid, 8% potash 6, Sulphate of potash: 0 -0 -50 7. Single Super- Phosphate: Commercial product containing 18 -20% available Phosphoric Pentoxide, or equal. 8. Urea Formaldehyde: 38 -0 -0 9. Humate plus conditioner by Tri -C Enterprises, 800.927.3311. F. Import Top Soil: Silt plus clay content of the import soil shall not exceed 20% by weight with a minimum 95% passing the 2.0 millimeter sieve. The sodium absorption ratio (SAR) shall not exceed 6 and the electrical conductivity (ECe) of the saturation extract of this soil shall not exceed 3.0 millimhos per centimeter at 25 degrees centigrade. The boron content shall be no greater than 1 part per million as measured on the saturation extract. In order to insure conformance, samples of the import soil shall be submitted to the agricultural soils testing laboratory (see section 1.03F) for analysis prior to, and following, backfilling. Do not obtain top soil form areas in which are growing noxious weeds such as morning glory oxalis Bermuda or nut grasses. Soil shall be free of deleterious and I or harmful substances and properties. G, Plant Material: 1. Plants shall be in accordance with the California State department of Agriculture's regulation for nursery inspections, rules and rating. All plant materials shall have been inspected and released by the County Agricultural inspector prior to delivery on the job. All plants shall have a normal habit of growth and shall be sound, healthy, vigorous and free of insect infestations, plant diseases, sunscalds, fresh abrasions of the bark, excessive abrasions, or other objectionable disfigurements. Tree trunks shall be sturdy and have well "hardened" systems and vigorous and fibrous root systems which are not root or pot - bound. In the event of 3' disagreement as to condition of root system, the root conditions of the plants furnished by the Contractor in containers will be determined by removal of earth from the roots of not less than two plants or more than two percent of the total number of plants of each species or variety. Where container -grown plants are from several sources, the roots of not less than two plants of each species or variety from each source will be inspected. In case the sample plants inspected are found to be defective, the Landscape Architect reserves the right to reject the entire lot or lots of plants represented by the defective samples. The Landscape Architect is the sole judge as to acceptability. Any plants rendered unsuitable for planting because of this inspection will be considered as samples and will be provided at the expense of the Contractor. 2. The size of the plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of all plants measured before pruning with the branches in normal position, shall conform with the measurements, if any, specified on the drawings in the list of plants to be furnished. Plants larger in size than specified may be used with the approval of the Landscape Architect, but the use of larger plants will make no change in Contract price. If the use of larger plants is approved, the ball of earth or spread of roots for each plant will be increased proportionately. 3 All plants not conforming to the requirements herein specified, shall be considered defective and such plants, whether in place or not, shall be marked as rejected and 'immediately removed from the site of the work and replaced with new plants at the Contractor's expense. The plants shall be of the species, variety, size and conditions specified herein or as shown on the drawings. Under no conditions will there be any substitutions of plants or sizes listed on the accompanying plans, except with the express consent of the Landscape Architect. 4. Pruning: At no time shall trees, (excluding palm trees) or plant materials be pruned, trimmed or topped prior to delivery and any alteration of their shape shall be conducted only with the approval and when in the presence of the Landscape Architect. 5. Plant Material: Plant material shall be true to botanical and common name and variety as specified in the latest edition of the "Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington ", published by the University of California School of Agriculture. 6. Nursery Grown and Collected Stock. a. Grown under climatic conditions similar to those in locality of project. b. Container -grown stock in vigorous, healthy condition, not root -bound or with root system hardened off. c. Use only liner stock plant material which is well established in removable containers or formed homogenous soil section. 7. Substitute plant material will not be permitted unless specifically approved in writing by the Landscape Architect. 8. Sod: Shall be Marathon II by Southland Sod Farms and shall be well established, disease -free, and weed -free sod in a healthy vigorous condition. H. Field Procured Palms 1. All palms shall be procured from C,L. Tree Company, 702.360.5148 (p), 702.360.5153 (f) and shall be procured with the best h ort icul tural P roc t i ces 2. Health and Vigor: All palms shall possess foliage dark green in color, and showing signs of continued growth and development of the Apical meristem. All trees shall be free of any insects or disease and shall be sprayed and monitored prior to delivery to the site for diseases common or known to effect the designated species. 3. Root ball dimensions shall be as follows: a. Phoenix dactylifera 'Deglet Noor': 8 to 16 feet of brown trunk - 3 -1 /2 foot cubed, 17 to 25 feet of brown trunk - 4 toot cubed, 26 to 32 teet of brown trunk - 4 -1 /2 toot cubed, 33 to 3b feet of brown trunk - 5 foot cubed b. Washingtonia robusta: 10 to 15 feet of brown trunk - 3 foot cubed, 16 to 20 feet of brown trunk - 4 foot cubed, 21 to 30 feet of brown trunk - 4 1/2 foot cubed, 31 to 40 feet of brown trunk - 5 1/2 foot cubed, 41 to 60 feet of brown trunk - 6 1/2 foot cubed c. Please note: Aforementioned root ball specifications are the minimum allowances as required by Landscape Architect on all balled and burlapped palm trees. d. Brown trunk height is measured from the groundline to the base of the heart leaf. 4. Digging Requirements: a. All palms shall be dug by machinery limited to the fotlowinT a) Backhoe such as a Case 580C, Ford 555; b) Trencher such as a Ditch Witch RF40, etc., or by hand. b. No trees shall be removed from any given field condition without excavating trees at the properly specified root ball size or by means of any other type of excavation not outlined in this section. c. While excavating root balls, all consideration shall be given in keeping the root mass intact and in a relatively moist condition. Anti - desiccants shall be applied to any severed roots 3/4" diameter and larger in sandy soils where any palm is to be procured. Burlapping of the root mass is required during transport on hauls greater than 300 miles or on any palm procured from a sandy soil condition. It is also understood that shade cloth or saran cloth 70% grade or better shall be wrapped around the crown and fronds of all palm trees, for loads traveling greater than 300 mites. 5. Pruning procedure: With the use of hand toppers and hand pruning saws, 35% to 40% of palm fronds shall be removed during the excavation period. This is required on all genus. Fronds shall be removed after palms are approved by the Landscape Architect and under the direction of Landscape Architect. All palm fronds shall be tied in an upright position with 2 -ply twine. Twine shall be tied horizontally across palm fronds. Twine is to be applied tight enough to remain tied during all transporting 'healing Wand planting phases of work. All Washingtonia species shall be skinned prior to loading. All Phoenix species shall be shaved prior to loading. 6. Disease control: As an inexpensive insurance policy, all palm fronds shall be sprayed with a Benlate (R) and water drench (or an approved equal by a plant pathologist) prior to loading of trees for transport to site or storage, where the'healing in' phase of the procurement shall be completed. 7. Loading of palms: All trees shall be loaded with hydraulic or conventional cranes. Front loaders, fork lights, or tractors shall not load or unload any palm over eight foot of brown trunk. No chains shall be considered in loading or in the unloading of palm trees. All rigging shall consist of the highest quality wire rope, or on lightweight palms, nylon slings shall be considered. When rigging is to be in contact with the trunk surface or pmeappled crowns of palms, 2" x 6" number 3 grade or better lumber shall be placed between rigging and tree surface. This shall be done under the direct supervision of the Landscape Architect and his representative. Boards shall be situated between tree and rigging to avoid any possible scars or unsightly abrasions that may be j caused by the loading and unloading phase of work. All consideration shall be given in the selection of a larger crane to facilitate loading, unloading and setting. This consideration shall vary based on any given site situation and is solely the liability and responsibility of the Contractor and his subcontractors, 8. Transporting of palms: All palms traveling on state highways shall meet all licensing requirements and abide by regulations governing any particular region where work is being performed, including, but not limited to, overload permits, overlength permits and wideload permits when transporting any cargo. 'Triple stacking' of any palms shall not be an acceptable practice when transporting palms anywhere, in any state. Truck loads shall, as a matter of course, conform to the highest standards and found to be acceptable to the Landscape Architect and his representative. 1. Guying and Staking Materials: 1. Wood tree stakes: Lodge pole pine, full treated with Coppernapthanate Wood Preservative in strict accordance with Federal Spec. TT -W -572 Type 1 Composition B, 2" (mm. nominal size) diameter x 10' long, no split stakes. Stakes are to be free of loose knots or bends and are to be pointed at one end. 2. Pipe Tree Stakes: Sch. 40 steel pipe, 1 -1/2" diameter with cap, primed and painted before installation with two coats flat black exterior enamel. Touch up in field to match shop condition. 3. Ties: a. V.I.T. Products 'Twist brace', 800 - 729 -1314. TB -24 for 15 Gallon Trees, TB -36 for 24" Box Trees, TB -42 for 36" Box Trees b. Attach to Lodgepoles using galvanized nails. 4. Steel Guy Anchor: V.I.T. 'Rapid Type Anchor• with installation in accordance with manufacturers specifications and recommendations. 5. Guying Hardware: (a) Wire: 1/8" galvanized, (b) Hose: 1/2" new rubber hose, (c) U -Bolt Cable clamps: galvanized, size as required, (e) Safety Sleeve: 1/2" white P.V.C. full length of wire. J. Tree Paint: Morrison Tree Seal, Cabort Tree paint, or equal. K. Water: Furnished by Owner; transport as required. L. Mulch: 1. 'Forest Floor as supplied by Aguinaga Fertilizer, 949.786.9558. 2. The mulch shall consist of a woody bark material 2 inches or less in size. M, Aluminum Headerboards: 1. Headerboards shall be 'cleanline'3/16" x 4" natural aluminum - mill finish supplied by Permaloc Corp. 800- 356 -9660, 616 - 399 -9600. 16' -0" sections to include (5) five 12" aluminum stakes. All stakes shall be set below top of headerboard. 2. Compact grades adjacent to edging to avoid settling. 1 Corners: cut base of edging up half way and form a continuous corner. 4. Headerboards shall be furnished as shown on the drawings and herein specified. They shall be laid true to line and grade, and in a workmanlike manner and in accordance with manufacturers specifications and recommendations. Care shall be exercised in laying aluminum headers to protect adjacent improvements, shrubbery and other properties from damage. All stakes shall be placed on ground cover side of headerboard. N. Sand: Washed silica sand. O. Soil Separator and Drainage Matting: 1. Mirafi 14ON available from Whitecap Industries (714) 258 -3300. (Or approved equal). 2. Warren's TerraBond #1 11 4 Geotextile Fabric. P Tree transplant stimulant 1. 'Super- Thrive' by Vitamin Institute EXECUTION 3.01 SURFACE CONDTIONS AND PROTECTION OF PROPERTY A. Prior to excavation for planting or placing of stakes, locate all electric cables and conduits, storm and sanitary sewer lines and all other utility lines so that proper precautions may be taken not to damage such improvements. in the event of a conflict between lines and plant locations, promptly notify the Landscape Architect. Failure to follow this procedure places upon the Contractor the responsibility to repair damages at his own expense which result from work hereunder. 3.02 INSPECTION A. Obtain owners certification that final grades to +0,10' have been established prior to commencing planting operations. Provide for inclusion of all amendments, settling, etc. Landscape Contractor shall be responsible for shaping all planting areas as indicated on plans or as directed by the Landscape Architect. B Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C, Do not begin planting of trees until deficiencies are corrected or plants replaced. 3,03 PREPARATION A. Soil Preparation: 1, After rough grading operations have ceased and finished grades have been established to within .10', the soil shall be conditioned and fertilized in the following manner. Amendments shall be uniformly spread and cultivated thoroughly by means of mechanical tiller into the top 6" of soil. The following organic, soil amendments and fertilizer rates, and quantities are to be used for bid basis only. Specific planting specifications will be made after rough grading operations are complete and soil samples are tested by the Owner per section 1.03F.Application Rates treatment. C. Lay -Out of Major Locations: 1. Locations for plants and outlines of areas to be planted shall be marked on the ground by the Contractor before any plant pits are dug. All such locations shall be approved by the Landscape Architect. If underground construction or utility line is encountered in the excavation of planter pits, other locations for planting may be selected by the Landscape Architect. Layout shall be accomplished with flagged grade stakes indicating plant names and specified container size on each stake. It shall be the contractors responsibility to confirm with the owner's superintendant and governing agencies the location and depth of all underground utilities, and obstructions. D. Planting of Trees and Shrubs. 1. Excavation for planting shall include the stripping and stacking of all acceptable topsoil encountered within the areas to be excavated for trenches, tree holes, plant pits and planting beds. 2, Excess soil generated from the planting holes and not used as backfill or in establishing the final grades shall be removed from the site. 3. Protect all areas from excessive compaction when trucking plants or other material to the planting site. 4. Center plant in pit or trench. 5. Face plants with fullest growth into prevailing wind. 6. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots. 7. The planting pits for 24" box and larger Containers should be excavated twice the diameter and two feet deeper than the rootball with roughed -in sides. No prepared backfll mix shall be placed under football. In addition, for trees not planted in tree grates, install a flexible 4" corrugated, perforated drain pipe with soil fabric sock surrounding base of plant pit, Provide a snap tee connection and riser extension to finish grade and install a snap end cap. As determined in field, if percolation rate is less than 2" / hr additional 6" diameter auger holes at diagonal corners of plant pit shall be made to the depth of 4' below rootball and filled with 3/4" crushed rock and covered with filter fabric. 8. Container plants shall be backfll led with a thoroughly mixed blend of the following: 7 parts by volume on -site soil, 3 parts by volume Earthworks 'Planting Mix', 4 lbs. Earthworks 7 -1 -7 fertilizer mix per cu, yd, of mix, 40 lbs, Earthworks 'Establish' per cu. yd. of mix, 10 lbs. Agricultural Gypsum per cu. yd. of mix. Humate plus conditioner in the following rates: 1 tsp. per 1 Gallon conditioner, 1 tbsp. Per 5 Gallon conditioner, 3 tbsp. Per 15 Galloon conditioner, 114 cup per 24" Box, 1/2 cup per 36" box. The preceding is for bid basis only and specific backfill specifications will be made after rough grading operations are complete and soil samples are tested by Owner. 9. Palm Tree Planting: a. All planting pits for palm trees shall be a minimum of two feet greater than any side of the root ball with 'roughed -up' sides in the planting pit. Trees shall be planted perpendicular to grade and plumbed under the direction of the Landscape Architect after planting, In finished grades other than a one to one condition (level ground), trees shall be set differently contingent upon the given grade condition. The sand backfill shall be applied in 6" lifts (layers) and jetted with water, by the use of a high pressure nozzle and hose. At least 80% compaction is required in the planting pits of all palm tree genus. 80% compaction may be achieved with the assistance of pneumatic tampers. Any adjustments necessary to straighten palms due to poor compacting shall be made by the Contractor at no charge to the Owner within twelve months after final acceptance of the project. Refer to the planting details, for the provision and requirements of augered holes in bottom of planting pit. b. Palm tree plants shall be backfilled with: 100% washed, plaster or concrete sand free of all deleterious matter or chemicals which may inhibit or otherwise harm the health, vigour and growth of the Palm Trees. 10. All plants which settle deeper than the surrounding grade shall be raised to the correct level. After the plant has been placed, additional backfill shall be added to the hole to cover approximately one -half of the height of the root ball. At this stage, water shall be added to the top of the partly filled hole to thoroughly saturate the root ball and adjacent soil. 11. Can Removal: a. Cut cans on two sides with an acceptable can cutter. b. Do not injure root ball. c. Do not cut cans with spade or ax. d. After removing plant, superficially cut edge roots with knife on three sides. 12. Box Removal: a. Remove bottom of plant boxes before planting. b. Remove sides of box without damage to root ball after positioning plant and partially backfilling. 13. Plant Tablets: a. After the water has completely drained, planting tablets shall be placed in the tree and shrub plant pits, no more than 1/3 the way up the rootball and spaced equally around the perimeter approximately 2" from root tips, as indicated below: One tablet per one - gallon container. Two tablets per five- gallon container. Three tablets per 15- gallon container. Four tablets per 24" box. Five tablets per 30" box. Six tablets per 36" box, Seven tablets per 42" box. Eight tablets per 48" and those box sizes which are larger b. After the surface water has drained Palm Tree Planting Tablets shall be placed, no more than 1/3 the way up the rootball and spread equally around the perimeter approximately 2" from the root tips, as follows 30 Tablets per Palm Tree. c. Planting tablets shall be set with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used can be easily verified by the Landscape Architect. 14. Backfill: a. The remainder of the hole shall then be backfilled and tamped firm. b. After backfilling, an earthen basin shall be constructed around each plant. Each basin shall be of a depth sufficient to hold at least two (2) inches of water. The basins shall be constructed of amended backfill materials. Remove basin in all turf areas after initial watering c. Make basin berms for trees and shrubs and from 5 gallon and larger containers at least 4" high, Unless otherwise directed, make other mounds at least 2" high. d. On slopes, construct half- mounds on the lower side if full mounds are not practical. e. After watering, refill settlement within the basins to the required grade, using the specified mix. f. Watering basins shall be planted with ground cover in normal pattern. 15. Watering: Immediately after planting, apply water to each tree, vine and shrub in a moderate hose stream in the planting basins, until the material about the roots is completely saturated from the bottom to the top: a. Provide thorough watering of ground cover by means of the irrigation system within one hour after ground cover planting. b. Apply water in such quantities, and at such intervals, as are required to keep the ground moist at all times well below the root system of grass and other planting. c. Provide hose watering for plants which cannot be efficiently watered with the irrigation system. 16. Pruning: a. Pruning shall be limited to the minimum necessary to remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Cuts over 3/4" in diameter shall be /-IYQ �( C� w painted with tree paint. 17. Staking and Guying: Staking of all trees shall be completed immediately after planting and in accordance with the planting details. All stakes shall be installed plumb and as indicated in details. Guying of any or all of the transplanted Pine Trees shall be at the discretion of the Landscape Architect after on -site review of site and planting conditions. E. Planting of Groundcovers: 1. Groundcover plants shall be grown in flats as indicated on the plans. Flat -grown plants shall remain in those flats until transplanting. The flat's soil shall contain sufficient moisture so that it will not fall apart when lifting the plants. 2. Groundcover shall be planted in straight rows and evenly spaced, unless otherwise noted, and at intervals called out in the drawings. Triangular spacing shall be used unless otherwise noted on the drawings. 3. Each rooted plant shall be planted with its proportionate amount of flat soil. Plantings shall be immediately sprinkled after planting until the entire area is soaked to the full depth of each hole. 4. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by trampling or other operations of this Contract shall be repaired immediately. F. Sod Planting: 1. Install sod within 24 hours after its delivery to the job site. 2. Preparing Soil: Remove rocks, weeds, debris from area to be sodded. Work up soil to a depth of 6 inches, and break up all clods. Soil prep all areas as noted elsewhere in specifications and Section 3.03 1 Grading and Rolling: Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Regrade as required. 4. Turn on irrigation system to moisten soil prior to laying 5. Fertilizing: Spread Turf Fertilizer (16 -20 -8) onto the soil evenly at the rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Do not lay sod on dry soil. 6. Laying Sod: Lay first strip of sod slabs along a straight line (use a string in irregular areas). Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying bricks. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 7. Watering: Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 8. Rolling Sod: After laying all sod, roll lightly eliminate irregularities and to form good contact between sod and soil. Avoid a very heavy roller or excessive initial watering which may roller marks. 9. Irrigation: Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 10. Replacement: Where sodded areas do not show a prompt and obvious indication of viability, re -sod as originally specified at ten day intervals until an acceptable stand of grass is established. Replace all dead or dying sod with equal material as directed by Landscape Architect, G. Pot Planting: 1. Place all plants as specified and as located on plans. 2. Backfill pot to within 1" of rim with a thoroughly mixed custom blend of the following or an approved commercially mixed planter pot soil mix. 1 part by volume washed Silica sand, 1 part by volume Organic Amendment (Section 2,01C), 10 b 12 -8 -8 fertilizer per cubic yard of custom mix or approved commercially mixed planter pot soil mix (if fertilizer is not already incorporated into the commercial mix). H. Pine Tree Transplanting: Contractor shall transplant existing pine trees in accordance with industry standards and in a manner which does not harm the trees short and long term viability or appearance, After planting each tree shall be watered with a solution of water and 'Super-Thrive, per the manufacturers specifications. L Mulch Cover: All groundcover, perennial, and annual beds to be dressed with 1 112" layer of mulch. 3.05 CLEAN -UP A. After all planting operations have been completed, remove all trash, excess soil, empty plant containers and rubbish from the property, All scars, ruts or other marks in the ground caused by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. Contractor shall pick up all trash resulting from this work no less frequently than each Friday before leaving the site, once a week, and /or the last working day of each week. All trash shall be removed completely from the site. B. The Contractor shall leave the site area broom -clean and shall wash down all paved areas within the scope of work area, leaving the premises in a clean condition. All walks shall be left in a clean and safe condition. 3.06 OBSERVATION SCHEDULE A. The Contractor shalt be responsible for notifying the Landscape Architect in advance for the following site visits, according to the time 1. Pre -job conference - 7 days 2. Final grade review - 48 hours 3. Plant material review - 48 hours 4. Plant layout review - 48 hours 5. Soil preparation and planting operations, One tree with each type of specified staking shall be approved prior to planting of trees - 48 hours. 6. Pre - maintenance - 7 days 7. Final walk - through - 7 days B. When observations are conducted by someone other than the Landscape Architect, the Contractor shall show evidence in writing of when and by whom these inspections were made. C. No site visits shall commence without all items noted in previous Observation Reports are either completed or remedied, unless such compliance has been waived by the Owner. Failure to accomplish punch list tasks or prepare adequately for desired inspections shall make the Contractor responsible for reimbursing the Architect at his current billing rates per hour (plus transportation costs). No further inspections shall be scheduled until this fee has been paid and received. \. ,NDS� F _T-, %, /F 71ER M/1 I- 4 2 / ,? SIGNATURE 9/30/15 EXP - i 5. DATE 11��1 Of CA0 _�? r �� i rn n