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HomeMy WebLinkAbout2326-L0 N a IR N M H D N 4 N 3 v ai DEVELOPER /OWNER LANDSCAPE ARCHITECTURAL PLANS BAST AVENUE VAN DAELE DEVELOPMENT TRACT 18826 RANCHO CUCAMONGA, CALIFORNIA 2900 ADAMS STREET SUITE C -25 RIVERSIDE, CALIFORNIA 92504 Landscape Maintenance District NO. 9 (951) 354 -2121 Fax (951) 354 -2996 CVWD RECYCLED WATER NOTES: RECYCLED WATER GENERAL NOTES: FOR THE USE OF RECYCLED WATER FOR ON SITE IRRIGATION 1) ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE & MARKED RECYCLED WATER 2) ALL VALVE BOXES MUST BE PURPLE & MARKED RECYCLED WATER, THE COMPLETE BOX TOP & BOTTOM SHALL BE PURPLE. 3) ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES, SPRINKLER HEAD CAPS, SPRINKLER RISERS, STRAINERS & ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED OR TAGGED RECYCLED WATER DO NOT DRINK ON ONE SIDE & IN SPANISH ON THE OTHER SIDE. 4) CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE 17 CAN BE BURIED. 5) IRRIGATION CONTRACTOR SHALL SUPPLY AS—BUILTS ON COMPLETION OF IRRIGATION INSTALLATION, 6) CVWQ WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. 7) QUICK COUPLERS TO BE ACME THREAD TYPE & MARKED RECYCLED WATER, 8) QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. 9) ABSOLUTELY NO HOSE BIRBS OF ANY KIND SHALL BE INSTALLED ON RECYCLED WATER PIPING. 10) PRIOR TO TURN ON AND APPROVAL OF RECYCLED WATER IRRIGATION INSTALL TEMPORARY RP BACKFLOW DEVICE ON LANDSCAPE PER CVWD SID. DRAWING 1111 WITH A STRAINER UPSTREAM OF BACKFLOW AND A ACME THREAD QUICK COUPLER FOR RECYCLEO WATER 2FT DOWN STREAM OF LAST ELBOW, W A PURPLE VALVE BOX. MARKED RECYCLED WATER. 11) THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES & RECYCLED WATER LINES SHALL BE LOFT 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 TWCE DIA. OF PIPE & EXTEND 5FT ON BOTH SIDES OF DOMESTIC PIPE. 13) SUBMIT 1 —HARD COPY & 1 —PDF COPY OF IRRIGATION PLANS TO CVWD WITH STD DRAWING #402 & THESE GENERAL NOTES ON THE TITLE PAGE, & ALSO SHOWING A MINIMUM OF LOFT SEPARATION FROM IRRIGATION TO POTABLE SERVICES. 14) TYPE K COPPER OR BRASS PIPE FROM METER TO 3FT PASSED PROPERTY LINE WITH 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 IN CONTACT WITH THEM. 18) 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 IRRIGATION, Cucamonga Valley Water District RECYCLED WATER GENERAL NOTES Cucamonga Valley APPROVED 8Y: STD, DWO. Water District „_�, 400B lamwvamsratt 7.Pk:GM70.G��d:�tc(slrn JOHN ApSR P.E„ DIRECTOR OF 0KRATTONS & DATE SHT. 2 OF 2 GENERAL NOTES i 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- 800 - 227 -2600 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 760 - 438 - 0525. 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 TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. SHEET INDEX VICINITY MAP ( CONSULTANTS LANDSCAPE MAINTENANCE DISTRICT RESPONSIBILITY MAP TITLE LANDSCAPE QUANTITIES L -1 CHATEAU DRIVE L -2 EAST AVENUE L -3 IRRIGATION 4 PLANTING PLAN L-4 1,530 TOTAL S.F. OF NON -TUFF LANDSCAPE AREAS PLANTING DETAILS 4 NOTES L -r° 9 TOTAL SF. TURF 1DECE L-8 PLANTING SPECIFICATIONS 910 TOTAL S.F. HARDSCAPE AREA (INCLUDING UUALKS CP =3153) (3g�o) BEYOND 41 WIDTH) LIMA DRIVE $ TOTAL S.F. TRAIL AREA (IF APPLIC,aBLE) 2500 TOTAL Sr-. OF ALL AREAS CO) 06 TOTAL ACRES 14 W I Logo LOT ���P $ TOTAL L.F. OF TRAIL FENCING LOT 5 LOT b LOT 131 TOTAL L.F. OF CITY MAINTAINED WALL 8 TOTAL LF. OF CITY MAINTAINED FENCE TOTAL STREET TREES BY BOTANICAL NAME: ILM.D. AREA ® 5 GEIJER PARVIFLORA - AUSTRALIAN LUILLOLU N.T.S. SWEET NO. TITLE L -1 TITLE SWEET L -2 CONSTRUCTION PLAN L -3 IRRIGATION 4 PLANTING PLAN L-4 IRRIGATION DETAILS 4 NOTES L -5 PLANTING DETAILS 4 NOTES L -r° IRRIGATION SPECIFICATIONS L-1 IRRIGATION SPECIFICATIONS L-8 PLANTING SPECIFICATIONS LANDSCAPE ARCHITECT: FRANK RADMACHER ASSOCIATES, INC. 14541 YORBA ST. SUITE 204 TUSTIN, CA 92"180 (114) 832 - 11'14 Fax (114) 832 -5121 CIVIL ENGINEER: THIELMANN ENGINEERS 221 SOUTH GLA55ELL STREET ORANGE; CALIFORNIA 9286ro (114) 144 -SIOC Fax (114) '144 -5312 Underground Service Alert CALL TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG .i 1— 0 FRA 03001 DESCRIPTION OF REVISION CITY APPRDVED CITY OF RANCHO CUCAMONGA EAST AVENUE TRACT 18828 RANCHO CUCAMONGA TITLE SHEET ROW 2012 - 6707 ,g APPROVED BY: DATE: 'L -J- e.� CITY ENGINEER RCE: # 53672 DESIGN PLAN PR PARED BY:- RECOMME ED P.R. FRANK RADMACHER DRAWN ASSOCIATES, INC.. SHEET $TAPP. Landscape Architects L -1 OF 8 PHO (714) 432-M4 PAx(714)en -snr CHECKED. 1441 Yom, sawn. sae m . 'NW., CA 92M EmAn.: MAI I10@P C.NSf DRAWING NO. PR DATE— .12/20/2012 R.L.A. NO. 1110 2326 —L PROJECT SHEET NO. OF 310 305 /1 c m r4 00 00 0 J C .dry m n M_ O M E 'v .c SOUTH PL GROUND BEHIND RETAINING WALL SAWCUT TOP OF WALL AS SHOWN, TOP OF UNCUT \6 4�1 NORTH PL- ?ems UTURE BACK OF WALK TOP OF FOOTING ROCK RETAINING WALL PROFILE BACKFILL 6T T{1 N 1211 I 1211 Sn 4if BLK s a TOP OF WALL SHALL SLOPE PARALLEL TO SIDEWALK GRADE. - SEE PROFILE AT LEFT STONE VENEER: 4"-6P, RIVER ROCK, w/ MASONRY TIES -9 12" O.G. IE S" WIDE CONCRETE BLOCK, GROUT SOLID WATERPROOF SEAL, REFER TO MASONRY NOTES 411014. SDR 35 PERF. PIPE W/ I CF. 3/4' GRAVEL WRAPPED w /MIRAFI 140N FILTER FABRIC - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF WALL OR USE 12" DRAINSTAR W/ OUTLETS AT 100' o.G. INSTALL PER MFG'S. RECOMMENDATIONS. � FINIS�^I PAYING i STEPPED CONCRETE FOOTING NOTE: 1. ALL MATERIALS SHALL CONFORM TO GOVERNING I CODES AND ORDINANCES, (2001 CALIF. BUILDING CODE) 2. REFER TO SEPARATE STRUCTURAL ENGR. CALCULATIONS. ASTONE PLANTER WALL 4 =I - O 10 W' HIGH WALL (RETAINS Y OF LOT 8) FROM EAST AVE. 1" IN LAWN 6" OR 8" EE NOTE T 'I —III CONCRETE HEADER — 1/2" RADIUS EXPOSED EDGES AND FINISH PER PLAN (INSTALL AT GRADE LEVEL AT SWALE CROSSINGS) / FINISH GRADE FOR DG OR COBBLESTONE F.S. SHALL BE FLUSH WITH TOP OF CONCRETE HEADER 3 RE —BAR CONTINUOUS UNLESS OTHERWISE INSTRUCTED) NOTES: 1. PROVIDE SCORE JOINTS AT 10' -0" O.C. AND 3/8" EXPANSION JOINTS AT 20' -0" O.C. 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 TREATMENT TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON — HARDSCAPE LIMITS OF WORK AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. CITY OF RANCHO CUCAMONGA, CALIFORNIA BY, STANDARD PLAN CONCRETE HEADER 534 5/13/09 EER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 ie72 BOULDER SIZE AND —� —• LOCATIONPERPLAN 12 ^POLY -FOAM EXPANSION JOINT +4 . s i� — -- - -- - - -- ---- - - ---- -- 42 e ADJACENT HARDSCAPE UNDISTURBED NATIVE SOIL J REFER TO PLAN NOTES: 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST V3 OF BOULDERS DEPTH INTO SUB -GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE PAVING. LANDSCAPE ARCHITECTTO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2. VT POLY -FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CONSTRUCTION PLAN. 4. BO% COMPACTED SUB - GRADE. CITY OF RANCHO CUCAMONGA, CALIFORNIA i_- 1II_ -81. 411 TOP OF WALL SHALL SLOPE PARALLEL TO SIDEWALK GRADE. - SEE PROFILE AT LEFT STONE VENEER: 4"-6P, RIVER ROCK, w/ MASONRY TIES -9 12" O.G. IE S" WIDE CONCRETE BLOCK, GROUT SOLID WATERPROOF SEAL, REFER TO MASONRY NOTES 411014. SDR 35 PERF. PIPE W/ I CF. 3/4' GRAVEL WRAPPED w /MIRAFI 140N FILTER FABRIC - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF WALL OR USE 12" DRAINSTAR W/ OUTLETS AT 100' o.G. INSTALL PER MFG'S. RECOMMENDATIONS. � FINIS�^I PAYING i STEPPED CONCRETE FOOTING NOTE: 1. ALL MATERIALS SHALL CONFORM TO GOVERNING I CODES AND ORDINANCES, (2001 CALIF. BUILDING CODE) 2. REFER TO SEPARATE STRUCTURAL ENGR. CALCULATIONS. ASTONE PLANTER WALL 4 =I - O 10 W' HIGH WALL (RETAINS Y OF LOT 8) FROM EAST AVE. 1" IN LAWN 6" OR 8" EE NOTE T 'I —III CONCRETE HEADER — 1/2" RADIUS EXPOSED EDGES AND FINISH PER PLAN (INSTALL AT GRADE LEVEL AT SWALE CROSSINGS) / FINISH GRADE FOR DG OR COBBLESTONE F.S. SHALL BE FLUSH WITH TOP OF CONCRETE HEADER 3 RE —BAR CONTINUOUS UNLESS OTHERWISE INSTRUCTED) NOTES: 1. PROVIDE SCORE JOINTS AT 10' -0" O.C. AND 3/8" EXPANSION JOINTS AT 20' -0" O.C. 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 TREATMENT TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON — HARDSCAPE LIMITS OF WORK AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. CITY OF RANCHO CUCAMONGA, CALIFORNIA BY, STANDARD PLAN CONCRETE HEADER 534 5/13/09 EER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 ie72 EXISTING WALL EXISTING LMD LANDSCAPING STONE PLANTER WALL BY DEVELOPER A SEE WALL PROFILE ABOVE LEFT EXISTING STONE PLANTER WALL TO BE REMOVED BY CITY AT TIME OF STREET WIDENING - l EXISTING SIDEWALK (DASHED) }� CURB SIDEWALK EAST AVENUE EXISTING v 1 1 J ' CURB & GUTTER (DASHED) 13' -4" 43' -10" 14' -9 " 18, -�„ 31' -4" 14' NOTE: THIS PLAN REFLECTS THE FUTURE CALTRANS STREET ALIGNMENT AND SITE CONDITIONS A BOULDER SIZE AND —� —• LOCATIONPERPLAN 12 ^POLY -FOAM EXPANSION JOINT 12' RADIUS s i� — -- - -- - - -- ---- - - ---- -- 42 ADJACENT HARDSCAPE UNDISTURBED NATIVE SOIL J REFER TO PLAN NOTES: 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST V3 OF BOULDERS DEPTH INTO SUB -GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE PAVING. LANDSCAPE ARCHITECTTO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2. VT POLY -FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CONSTRUCTION PLAN. 4. BO% COMPACTED SUB - GRADE. CITY OF RANCHO CUCAMONGA, CALIFORNIA A APPROVEDSY: sm= PLANTING PLAN STANDARD PLAN BOULDER PLACEMENT •' o w $PEET L-3 542 —A ' 1- mama W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 m I MORTAR EVEN WITH FIAT SIDE UP CURB CURB AND WAX I= mm "a 10 mw OML CASE 1 2% COPESTONE SIDEWALK e .4 '4 e 4 e 3" MINWUM CONCRETE BED - UNDERNEATH COBBLESTONE CASE 2 sOIR00t X61 SID PLAN (LOCATE PER PLAN) 3" MIN. SOIL DEPTH AT EDGE OF COBBLE COBBLESTONE 3 -1/2" MINIMUM CONCRETE BED CASE 3 2" MAX MORTARED STONE SWALE _ DEPTH T0000�is v0oo0is soos.vooeois a"soaoo vioeea, voeeoe. >vo�ooe ` o�eeoveeo�e . «ooa�iro�osvvi�oeervi�eeo veooe�rvo�oisrvooeooav�oees CURB do GUTTER SEE DETAIL FOR 6" PCC MOW CURB END. CONDITION PER CITY STD. 534 . a c 6" PCC MOW CURB ' PER CITY STD 534 ,.nsie�sw0000e, 000000100000 00000 /�O'I'iI"/"00000000000000. a a e �3 4 a SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES (TYPJ 4' 4' MAX. RAD. - NOTES: EXISTING CURB 1. CONCRETE CLASS 520 -D -2500. OR WALK 2. ROCK SIZES UNLEESSSS� OTHERWIg „SPECIFIED, SHALL BE: E LIO 1lDERSbN{EESS: EXISTING WALL EXISTING LMD LANDSCAPING STONE PLANTER WALL BY DEVELOPER A SEE WALL PROFILE ABOVE LEFT EXISTING STONE PLANTER WALL TO BE REMOVED BY CITY AT TIME OF STREET WIDENING - l EXISTING SIDEWALK (DASHED) }� CURB SIDEWALK EAST AVENUE EXISTING v 1 1 J ' CURB & GUTTER (DASHED) 13' -4" 43' -10" 14' -9 " 18, -�„ 31' -4" 14' NOTE: THIS PLAN REFLECTS THE FUTURE CALTRANS STREET ALIGNMENT AND SITE CONDITIONS A BOULDER SIZE AND LOCATIONPERPLAN 12 ^POLY -FOAM EXPANSION JOINT 12' RADIUS s — -- - -- - - -- ---- - - ---- -- 42 ADJACENT HARDSCAPE UNDISTURBED NATIVE SOIL J REFER TO PLAN NOTES: 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST V3 OF BOULDERS DEPTH INTO SUB -GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE PAVING. LANDSCAPE ARCHITECTTO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2. VT POLY -FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CONSTRUCTION PLAN. 4. BO% COMPACTED SUB - GRADE. CITY OF RANCHO CUCAMONGA, CALIFORNIA A APPROVEDSY: STANDARD PLAN BOULDER PLACEMENT o w 542 —A W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 m R.C.E. 59672 MORTAR EVEN WITH FIAT SIDE UP CURB CURB AND WAX I= mm "a 10 mw OML CASE 1 2% COPESTONE SIDEWALK e .4 '4 e 4 e 3" MINWUM CONCRETE BED - UNDERNEATH COBBLESTONE CASE 2 sOIR00t X61 SID PLAN (LOCATE PER PLAN) 3" MIN. SOIL DEPTH AT EDGE OF COBBLE COBBLESTONE 3 -1/2" MINIMUM CONCRETE BED CASE 3 2" MAX MORTARED STONE SWALE _ DEPTH COBBLESTON'Et' 4" CONCRETE BED `-CONCRETE CURB BENEATH COBBLE W/113 BAR PIZ 2' MIN. / 4' MAX. RAD. CURB do GUTTER SEE DETAIL FOR 6" PCC MOW CURB END. CONDITION PER CITY STD. 534 . a c 6" PCC MOW CURB ' PER CITY STD 534 PLANTER COBBLESTONE AREA HARDSCAPE a a e �3 4 a SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES (TYPJ 4' 4' MAX. RAD. - NOTES: EXISTING CURB 1. CONCRETE CLASS 520 -D -2500. OR WALK 2. ROCK SIZES UNLEESSSS� OTHERWIg „SPECIFIED, SHALL BE: E LIO 1lDERSbN{EESS: END CONDITION MAX. t8" - MIN. 6" WITH ONE FLAT SIDE 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS -D' MORTAR. i PART CEMENT TO 2 -1/2. PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK- IS ALLOWED) S. 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 "z6" CONC HEADER AS AN EDGE AT PLANTING. S. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST. AND MAINTAIN A 2% MIN. AT ALL TIMES WITHIN THE R.O.W. o CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY. RI t/ lJR WASHED GRANITE STANDARD PLAN y COBBLESTONES 542 _ FITY 0: R.C.E. ENGINE 5367- DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 IJF i i CD N TRACT 18826 VAN DAELE DE W D m r Z m x 0 RYLAND 1 -40ME5 TRACT MAP (ADJACENT PROPERTY) mlrul■m �I�ISNE-mi©Iim/m LlI 1 III - ° ° --�� R -I r + -41 -• i ATION 'A' LOCATION NOTE: COMMON NAME SIZE / SPACING I. RtEDIRREO Sol" R'Mt VGKtCO YMIER USE AEEA4•. LLL U4 FRFA9 HG['.�BLC }D TER M [R) TREES: .THE . THAT N THE PUBLIC IN A SRC N LEN INA OA INC HE S NIO H ELEVATION BY 1 IRnzs LADE. AUSTRALIAN WILLOW 24' BOX STANDARD 0 30' O.C. 5 2. At PeTPEe 4LwAOF, A4 9i0YA WISE W PLAGt PFOpP t0 ISSUWC6 M A4TFM IC8 'AYW SLKtLY. PARLAY 10 REOU�ED SI PER WATER SOURCE OF INFORMATION S g Low: NEYM SET. IF A tWi�EM f5 WWD 10 R D9LLkT ffiWWDS WRL ME. y. 51 ABELIA GRANDIFLORA 'EDWARD GOUCHER' 001 A.WMPLR d IYl@ WWYOUi TN[ PwOPCR SMNS wlfwro. EOU W M WRL PE lYPJI !8 HOEI TO MSINJ. PAPER ix[ WATER 18 f MA OFFAL OR• AY IN CSKiwO PUNT NATERAL MAV WITHER NSWCt K Ow BUTTERFLY BUSH 5 GALLON B F O.C. ERRVON ANO DIE M pF$Uli OF A NERR w:w0 tOCRED WP, AS RESULT 53 TRACHELOSPER"l'1 JASMNOIDES STAR JASMINE I GALLON 9 24' O.G. MULL NRH; MNLE[S 54 BERBERS THUNBERGIANA 'ATROPURPUREA' Lri A 51ECL 50 Ai A IMUMUM RwEC Y ERO of Two tocmove -uHO,H M R[O.WY0. VSE I' 43 uw IAH. EWAI WASHER ED PWARmvu PROTECT 5 4H. DWARF HEAVENLY BAMBOO 5 GALLON * 24' O.G. 33 RECYCLED 16.3 G.FF WATER VI PARTHENOCISSIS TRICUSPIDATA Used for Irrigafion 11 7o Support Conservation i -'dwwa O BO% FOOT •gONDTOHEw H ® ti PURCHASE FROM 'BURR -TEC'. CONTACT MICHAEL HEFTMAN . (909) 411 -9134. — PRESSURE MAIN LINE PIPING - USE WHITE 5CH 40 /CLASS 315, BURY MIN. IS' DEEP. 51ZE5 NOTED n.DD• N4IE: 532 1. FOR TMSHNO w AREA THAT RiPIPATE ARM RE 12 LAMER, ALL LATERAL AND MAIN LINE PIPE TO BE INSTALLED WITHIN A PVC SCH. 40 PIPE SLEEVE UNDER E. WON' W I HONES �. PDSL MUST 11 211 NO IN MCRUE, E.O INCHE9 —7 -7n- 1. w51.Mt WTI Ir IFTN SY SHIL ROLTS AT A MINIMUM OP TWO A I IAFMS - LENOTH AS REQUIRED. USE I- PAMEIER WASHER TO PVC SCH. 40 ELECTRICAL IRRIGATION CONTROL WIRE SLEEVE UNDER ALL NARDSCAPE- INSTALL PROTECT SCH• 4. SIONS m EE PUAtTh AL ALL EHIRAINI TO THE SITE. GdIGRCTF 5, SiON1 AW TO DE PuCED AT ALL PJNIC ENTNNCES t0 THE ELN."NDO. VALVE STATION NUMBER AREA IN SQUARE FEET I- t• Cucamon a Vaile Water District RECYCLED WATER SIGNAGE Cucamonga Valley MPROVEO RY: NOTE: THIS IS A 'RETRO -FIT' RECYCLED WATER IRRIGATION DESIGN, CVWD REQUIRES WHITE PVC PIPE SiD. DWO. Water District INSTALLED UNDERGROUND AND ALL EQUIPMENT ABOVE GROUND TO BE 'PURPLE'. 402 s -u -a HIM tuFre lCwN R P.L. DMEGiOR 0 CN8 8 GATE yl}, 1 OF I a a PLANT MATERIALS LEGEND RIVER LOW RETAINING WALL I 3/4 NOTE: THIS PLAN REFLECTS THE FUTURE CALTRANS STREET ALIGNMENT AND SITE CONDITIONS. LOT 8 PAD 314.80 TOP OF 3:1 SLOPE MOR I a m �mm 0. !!!!O! 110001 0!!!!!!!!/!!!!!!i. IP 1 �, EAST AVENUE _ _ __ _ __ ___ __ _ _ _NOTE: INSTALL ALL VALVES ON SLOPE SIDE,_ 71 _iT BEHIND RETAINING UlALL. IRRIGATION PLAN EaUIPMENT NOTES: I. LOCATE ALL HEADS 2' -6' FROM EDGE OF PAVING. 2. SLEEVE IRRIGATION WIRING UNDER ALL PAVING. SLEEVE LATERALS UNDER ALL PAVING I FOOT AND WIDER. (SIZE 2X PIPE SLEEVED) SLEEVE MAINLINE UNDER ALL PAVING i FOOT AND WIDER. (SIZE 2X PIPE SLEEVED) 3. USE PCS PRESSURE COMPENSATING DEVICES ON ALL NOZZLES. 4. ALL HEADS MUST HAVE PURPLE CAPS. 5. CONTRACTOR SHALL OBTAIN RECYCLED WATER SIGN FROM CVWD AND INSTALL PER CVWD DETAIL 402. IRRIG A4TION NOTES: CONTRACTOR SHALL NOT INSTALL ANY R.C.V. OR QUICK COUPLERS IN ROCK COBBLE AREAS. ALL PIPES AND WIRES LOCATED UNDER COBBLE SHALL BE SLEEVED, MAINLINE SHOULD BE INSTALLED IN SHRUB AREA, WEST OF SIDEWALK. CONTRACTOR SHALL PROVIDE SLEEVES THROUGH PLANTER WALL FOR IRRIGATION MAINLINE AND CONTROL WIRE. LATERALS BETWEEN PLANTERS AND PARKWAYS SHALL BE SLEEVED. REFER TO CURRENT IRRIGATION SPECIFICATIONS FOR RECLAIMED WATER. (STD. PLANS N05.516-540) SYMBOL BOTANICAL NAME COMMON NAME SIZE / SPACING QUANTITY TREES: 1 SIZE I' ELEVATION TI GEIJERA PARVIFLORA AUSTRALIAN WILLOW 24' BOX STANDARD 0 30' O.C. 5 SHRUBS: SOURCE OF INFORMATION C.V.WV. - CARLOS 51 ABELIA GRANDIFLORA 'EDWARD GOUCHER' GOUGHER'S ABELIA 5 GALLON ® 5' O.G. 18 52 BUDDLEJA DAVIDII 'WHITE PROFUSIONSI BUTTERFLY BUSH 5 GALLON B F O.C. 12 53 TRACHELOSPER"l'1 JASMNOIDES STAR JASMINE I GALLON 9 24' O.G. 105 54 BERBERS THUNBERGIANA 'ATROPURPUREA' JAPANESE BARBERRY 5 GALLON s 30' O.C. 43 65 NANDINA DOMESTICA 'NANA' DWARF HEAVENLY BAMBOO 5 GALLON * 24' O.G. 33 VINES: 16.3 G.FF ELEVATION OF HIGHEST HEAD VI PARTHENOCISSIS TRICUSPIDATA BOSTON IVY I GALLON . 15' O.G. 11 GROUNDCOb£R: 4' LAYER RECYCLED SHREDDED MULCH AS TOPDRESSING FOR ALL PLANTER AREAS t SLOPES H No ernseL PURCHASE FROM 'BURR -TEC'. CONTACT MICHAEL HEFTMAN . (909) 411 -9134. — PRESSURE MAIN LINE PIPING - USE WHITE 5CH 40 /CLASS 315, BURY MIN. IS' DEEP. 51ZE5 NOTED EMAIL: MHEFTMANSBURRTEC.COM NON - PRESSURE LATERAL LINE PIPING - USE WHITE SCH. 40 PVC. BURY MINIMUM 12' DEEP -SIZES NOTED NOTE: THIS PROJECT WILL DISRUPT EXISTING LANDSCAPE AND IRRIGATION MAINTENANCE AREAS. PRIOR TO CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING AREAS CONDITION SHALL OCCUR WITH THE CONTRACTOR, CITY INSPECTOR AND A CITY MAINTENANCE REPRESENTATIVE. AT THIS POINT, THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EXISTING LANDSCAPING AREAS AS SO DOCUMENTED. THE EXISTING AREAS IRRIGATION SYSTEM SHALL BE RELOCATED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. A FOLLOW -UP INSPECTION OF THE EXISTING AREAS CONDITION IS REQUIRED PRIOR TO THE CITY'S ACCEPTANCE, AFTER SAID FOLLOW -UP INSPECTION, THE DEVELOPER SHALL ASSUME MAINTENANCE RESPONSIBILITY FOR AN ADDITIONAL SO DAYS MINIMUM THEREAFTER TO VERIFY ESTABLISHMENT OF ANY NEW PLANT MATERIALS. AFTER WHICH A FINAL INSPECTION WILL OCCUR PRIOR TO THE CITY ASSUMING MAINTENANCE RESPONSIBILITY. AT NO POINT IS THE CONSTRUCTION CONTRACTOR ALLOWED ACCESS TO ANY CITY IRRIGATION CONTROLLER CABINET WITHOUT A REPRESENTATIVE OF THE CITY BEING PRESENT. POINT OF CONNECTION (Existinci) (Per Approved plans DWIG. 01'115 -L) WATER METER SIZE DOMESTIC i' SERVICE LINE SIZE 2' WATER METER STA. 29+ 00 ELEVATION OF METER 1311.6' STATIC WATER PRESSURE 110 P.S.I. MAX. GAL. PER MIN. FLOW i1.3 EXISTING; 12 STATION CALSENSE CONTROLLER WITH 5 STATIONS IN USE FOR LMD - RYLAND TRACT 015512. AVAILABLE STATIONS ARE A2A1- Ai2.(VERIFY IN FIELD) NEW POINT OF CONNECTION. TIE INTO TRACT NO. 15912 EXISTING: IRRIGATION SYSTEM. WITH 1 -1/2' MAINLINE IN THIS AREA. PULL WIRES A2, Al, AS FROM CONTROLLER 'A' LOCATED BEHIND LOT 2 JUST EAST OF INTERSECTION OF EAST AVE. d CHATEAU DR. PULL WIRES THRU EXISTING 4' SLEEVE CROSSING UNDER CHATEAU DR. REFER TO PREVIOUS APPROVED PLANS FOR RYLAND HOMES L.M.D. LANDSCAPE RANCHO CUCAMONGA JOB DWG. "1115 -L FOR MORE INFORMATION. SYMBOL PRESSURE CALCULATIONS (INFO TriKEN FROM PREVIOUSLY APPROVED PLAN 011151 ) WATER METER " 1 SIZE I' ELEVATION 1311.6' STATIC PRESSURE High 150 P.S.I. Low 110 P.S.I. SOURCE OF INFORMATION C.V.WV. - CARLOS PHONE NUMBER (909) 981 -2591 DATE OF INFORMATION 10 -20 -1999 Z. `(T- Ei H.G.L. MEAN ELEVATION 1641.5' (REQUIRED IF STATIC PRESSURE UNKNOWN) WATER METER ELEVATION 131110' DESCRIPTION DETAIL REF. 1323.9' X .433 140 PS.I. REMOTE CONTROL VALVE " A3 1' MAXIMUM DEMAND 16.3 G.FF ELEVATION OF HIGHEST HEAD 1309' FOR MORE INFO. / REFER TO RYLAND HOMES TRACT NO, 15912 LMD NO. 9 PLANS PREPARED BY SJA INC. LANDSCAPE ARCHITECTS POINT OF CONNECTION (Existinci) (Per Approved plans DWIG. 01'115 -L) WATER METER SIZE DOMESTIC i' SERVICE LINE SIZE 2' WATER METER STA. 29+ 00 ELEVATION OF METER 1311.6' STATIC WATER PRESSURE 110 P.S.I. MAX. GAL. PER MIN. FLOW i1.3 EXISTING; 12 STATION CALSENSE CONTROLLER WITH 5 STATIONS IN USE FOR LMD - RYLAND TRACT 015512. AVAILABLE STATIONS ARE A2A1- Ai2.(VERIFY IN FIELD) NEW POINT OF CONNECTION. TIE INTO TRACT NO. 15912 EXISTING: IRRIGATION SYSTEM. WITH 1 -1/2' MAINLINE IN THIS AREA. PULL WIRES A2, Al, AS FROM CONTROLLER 'A' LOCATED BEHIND LOT 2 JUST EAST OF INTERSECTION OF EAST AVE. d CHATEAU DR. PULL WIRES THRU EXISTING 4' SLEEVE CROSSING UNDER CHATEAU DR. REFER TO PREVIOUS APPROVED PLANS FOR RYLAND HOMES L.M.D. LANDSCAPE RANCHO CUCAMONGA JOB DWG. "1115 -L FOR MORE INFORMATION. SYMBOL MANUFACTURER MODEL NUMBER TYPE PERF, PSI RADIUS DETAIL REF. 4_ \Q L Q L RAINBIRD MPR (WITH -PSU-PP3LE SNAP= �¢�VAN,VAN SHRUB 2,.13,1,4 2 30 5' 539 $ `d- E ZEL RAINBIRD MPR RD-1 S-P3 -SNAP ,CQA�VAN,VAN SHRUB .5,4,.3,1,5 30 V 539 Z. `(T- Ei Z± RAINBIRD MPR RD- 12- 5- P30- F- N- IOH,T,Q,VAN,VAN SHRUB .19,.53,39~48 30 10' 539 (WITH PURPLE SNAP -CAP) SYMBOL DESCRIPTION DETAIL REF. RAINBIRD "EFB- CP- R -PRS -D BRASS ELECTRIC CONTROL PRESSURE REGULATING 520 SIZES NOTED. INSTALL IN REC. PURPLE BOX. Q 3/4' NELSON 41645 QUICK COUPLING VALVE w /ACME THREADS, QCV KEY AND I HOSE SWIVEL. 536 INSTALL IN 10' ROUND PURPLE BOX. H WATTS 05- 6400 -SS ISOLATION BALL VALVE, LINE SIZE - INSTALL IN PURPLE BOX 518 — — — PRESSURE MAIN LINE PIPING - USE WHITE 5CH 40 /CLASS 315, BURY MIN. IS' DEEP. 51ZE5 NOTED 532 NON - PRESSURE LATERAL LINE PIPING - USE WHITE SCH. 40 PVC. BURY MINIMUM 12' DEEP -SIZES NOTED 532 ALL LATERAL AND MAIN LINE PIPE TO BE INSTALLED WITHIN A PVC SCH. 40 PIPE SLEEVE UNDER —7 -7n- HARDSCAPE- INSTALL MINIMUM 24' DEEP -SIZE TO BE A MINIMUM 2x THE DIAMETER OF THE PIPE. 533 PVC SCH. 40 ELECTRICAL IRRIGATION CONTROL WIRE SLEEVE UNDER ALL NARDSCAPE- INSTALL MINIMUM 24' DEEP 533 VALVE STATION NUMBER AREA IN SQUARE FEET VALVE SIZE GALLONS PER MINUTE NOTE: THIS IS A 'RETRO -FIT' RECYCLED WATER IRRIGATION DESIGN, CVWD REQUIRES WHITE PVC PIPE TO BE INSTALLED UNDERGROUND AND ALL EQUIPMENT ABOVE GROUND TO BE 'PURPLE'. PLANTING PLAN 1 DRAIN PIPE PROJECT SHEET NO. OF __ i CUCAMONGA VALLEY WATER DISTRICT REQUIRES AN APPROVED BACKFLOW DEVICE TO BE INSTALLED ON THIS SITE. CARSON MODEL 91010" ROUND PURPLE BOX WITH LID ETCHED "QCV" AND STAINLESS STEEL BOLT. FINISH GRADE -C NELSON QCV WITH OFT 'E'_ IC" LOCKING PURPLE CAP LLIS ELBO o ."ES) SPECIFIED DEPTH WITH 45° ELLS s �I IF � os E± FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND t s o.Eo "SNAP -TITE" WATERPROOF -) RE �) 1 k+ PIP, SUISIST V O °. SEC s o- EAG- P 0 HELD.) & I 11. (IY CEIFH 1U. 11111 Bnx ICLIIIPTI ur ✓I O A SEE P6,E < J sEF Sro o a Ioz rm. oc OF 1 saerncE m 1 � wad' 1/2o ILL AGGREGATE BASE =LA c ERE IPE-.- - E OrvC "a `F/ RAINBIRD:EPS- CP- R- NP- HAN -PRS -D CONTnMS CO CRETE .10, LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON wc. l P) SCH 40 BRASS NIPPLE SEE FO ` < ter_ III 6 24" LONG _IV.9L la,- \\_Rlcro rrv=I m #,) EEF NOiE a LR/RR, W/TPI,TPIIO AND LR/RR DOME INSTALLED WITHIN A STRONGBOX SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH CUT - n c BB - -r 16 El , i CONTROLLER) OR S5-225 WITH CALSENSE OPTION (TWO CONTROLLERS) zTE�ii COC S Y 'T - -1TEir .pGKS g o � CLEARANCE $ILf 6 C o- 2'_� SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. P J AND VALVE SEQUENCE NOTES S e, 11111FIT sm1-0 \'ES n I ES I. c o E o PT wwM r.-' OIBID oc s Fou w. DISTRICTS As M]l, A_ 9( vPmE_'J 4 t o6TRCrs 5 EL V /. FR1111E1 IC'111. H' ISO FOR IN 0 84C Ow Rc F i H REOLOtEO 1 v @LNG 'I z o 11PIFI 11 11PS1 e< JEVeweFRn .1 111 LI CT.11 R!J'URFI) IF.RIFI, 4 PRE55 RC IEEGII a S HEO NED LF . C tE E VOWNiIRtPM tlNrou I nPPJC 91 E -'u�-1FNN N .I 'Jnj OR TEE5 SBnLL BE ntWW7 ME'EF >IE 455EMB v BnC1 IpIVE'ORi 34 H! 5 !zc i .1ER < E ISS RE Ec rics sM,.- BE Is OL '1W5' FM 1, S S,A HG uSC, FCCk R "to A. l S fl E J -. c Nn 6E o COPPER FYPE I Rico OR IC. SUL"i n5 RFOV YEO ON ]" n B<i" PER ryw0 � wcN AND neo : = scrlEauLE aD cenENT Lweo O ONO slD. owc ws TTANDARO STEEL, CML Y C OR DUCTILI- IRON - AL, PIPWG 6ED4EEN T ANTI MC xIFT 5. .. ABOVE CNOUNO Av ✓UNn NµCE`. c1aA0. BE LLH -I BNCMROw 6 iNSTAIt?O nN0 TO BE FLUSHED FO RC BO frSn 'OE SO us NE NEPPEC Br OISTR,cT NSAECTOR. $IEBL � o I EE no« vm =_ DOE ca r on, DI vq MEU pHO 3 COATS OF RNS10 M- AIMOno. ¢. N [ 95EM91 1' C.LF. To BO *roV OF mn0 wNEEL Cucamonga Valley Water District TYPICAL BACKFLOW INSTALLATION FOR DOMESTIC AND LANDSCAPE USE 15 APPR ,ED B. D DWc Cucamonga Valley WARNING TAG j AM Water District ^ - (SEE NOTES) 111 8, WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC. FLOW 6 -n -09 BRASS ANGLE W /UNION JOHN R RE,, DIRECTOR OI PRIM N k DATE ` USE CHAMPION ANGLE ENGI ING SNT OE CUCAMONGA VALLEY WATER DISTRICT REQUIRES AN APPROVED BACKFLOW DEVICE TO BE INSTALLED ON THIS SITE. CARSON MODEL 91010" ROUND PURPLE BOX WITH LID ETCHED "QCV" AND STAINLESS STEEL BOLT. FINISH GRADE -C NELSON QCV WITH LOCKING PURPLE CAP 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS MODEL 7645 7645 (34),(1) SPECIFIED DEPTH WITH 45° ELLS -i l NELSON 07641 QCV KEY, APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND AND (1) HOSE SWIVEL. "SNAP -TITE" WATERPROOF -) STAINLESS STEEL AT A TIME. SCH 80 PVC UNION CONNECTORS OR EQUAL SCREWCLAMP 11. PVC NIPPLE MINIMUM (3) PLACES III 3/4" WASHED - CRUSHED 4 AGGREGATE BASE STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND RAINBIRD:EPS- CP- R- NP- HAN -PRS -D 'e LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SCH 40 BRASS NIPPLE CARSON MODEL 1220 - 1214'521" SCH 40 BRASS NIPPLE 24" LONG 12. A➢ >A SCH 80 PVC BOA STREET ELL PRESSURE SUPPLY. LINE FITTING PRESSURE SUPPLY LINE STRUCTURE OR HARDSCAPING 6" MIN 8" MAX. �L NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX Aa a� 4" <a< SCH 40 BRASS 90° ELL SCH 40 BRASS 900 STREET ELL #4 REBAR STAKE (24" LONG) CITY OF RANCHO CUCAMONGA, CALIFORNIA BY- 3TAN536 QUICK COUPLING VALVE DARD PLAN sL ?L11 EER DATE USE WON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I SHEET 1 OF I 53672 '11'. CARSON MODEL 1220 -12 5 w 14" x 21' VIOLET / LAVENDER g w WITH LID MODEL 1220 -4 AND Z m STAINLESS STEEL BOLT. Q COVER ETCHED IRRIGATION GATE" i (CARSON OR EQUAL) 0 2 - - T -RI FINISH GRADE USE WATTS "400-SS 1 -IL- _ BALL VALVE FOR 112 " -1 112" RESILIENT WEDGE. 2 "OR LARGER WITH T 2" OPERATING NUT WATTS 403 RT -RW (2 "b ") 1 Z RECYCLED WATER GATE VALVE WARNING TAG EPDXY COATED LL VALVE 1� SEE NOTES -�>• 3 3l �_ • i � r >Tr to � >TTi �- 3/4" WASHED CRUSHED NOTES AGGREGATEBASE 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. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND Ys VALVE NUMBER INSIDE VALVE BOX. d 6. ALL VALVES MUST HAVE RECYCLED WARNING TAG (PURPLE) CHRISTY'S PURPLE MODEL NO. ID- MAX- 102- RCO09. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. CITY OF RANCHO CUCAMONGA, CALIFORNIA 1'b APPROVED BY, STANDARD PLAN ISOLATION VALVE w s l - 3" or smaller 518 N6DAER DATE USE WRN STANCASO BPECIRCAHONS FOR PUBLIC WORKS CONSTRUCTION R.C£. 536]2 SHEET i OF I RAINBIRD RD- 1812 -NP CAP SAM PRS (PURPLE CAP) - SET TO 1/4" ABOVE FINISH GRADE OF SOIL: FINISH SOIL GRADE SCH 80 PVC NIPPLE (MINIMUM 2" LONG) SCH 80 NIPPLE - 6" LONG MARLEX 90° ELL NON - PRESSURE LATERAL FITTING NON- PRESSURB LAVI LINE NOTE: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURES PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLBT ONLY. MULCH PER CITY STANDARD, TAPER AWAY FROM HEAD SCH 40 PVC T XT 90' ELL MARLEX 90' STREET ELL CITY OF RANCHO CUCAMONGA, CALIFORNIA BY, STANDARD PLAN s 1s' q POP -UP SHRUB SPRAY HEAD 539 EER DATE USE WITH STANDARD SPECIRCARONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 BRASS NIPPLE 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. e. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISTY'$ PURPLE MODEL NO. ID- MAX- P2- RC009) ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. PROVED BY: CITY OF RANCHO CUCAMONGA, CALIFORNIA I REMOTE CONTROL VALVE WITH BTANDM DPLW _ SHUT -OFF VALVE & UNION 520 NG 'EINEER DATE UBE YNTH 9TANWRD BPEGFlCATONB FCR PUALIC WORKe CONETPIICTiCN E. eHEET10Fi HARDSCAPING (SEE NOTE 4) f NOTE: BEFORE ANY WORK COMMENCES. A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING GENERAL REQUIREMENTS OF THIS WORK. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN O PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WOR< ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY INSPECTOR. TYR CLEAN BACKFILL - SEE SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED PROVIDE 6" MIN, OF SAND BEDDING AND SHADDING {- CONTROL WIRE SLEEVE - SIZE PER PLAN INSTALL ADJACENT TO PRESSURE SUPPLY LINE �I PRESSURE SUgqppLY LINE ■ SLEEVE - SIZE TWICE �I 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 STO. PLAN 120 (24" MIN. TO 38" 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 1 BY: STANDARD PLAN 13 TYPICAL SLEEVING 533 INFER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 53672 SHEET 1 OF t R I wi i Ou U, N O Z m P CLEAN BACKFILL - SEE SPECS. FOR MATERIAL, 90% COMPACTION REQUIRED NON - PRESSURE LATERAL LINE: PURPLE SCH, 40 SNAKE PIPE IN TRENCH PRESSURE SUPPLY LINE: PURPLE SCH, 40 1CL. 315 SNAKE PIPE IN TRENCH CONTROL WARES - BUNDLE AND TAPE AT 15' O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE 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 i/2" AND SMALLER 18" MIN. DEPTH 3" AND LARGER 24" MIN, DEPTH CITY OF RANCHO CUCAMONGA, CALIFORNIA ;;BY,. ' STANDARD PLPI � 9 TYPICAL TRENCHING 532 LEER DATE USE WON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3672 SHEET l OF 1 IRRIGATION NOTES: TO SPRINKLER -ANGLE PIPE TO 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS SPECIFIED DEPTH WITH 45° ELLS WITH THE CUCAMONGA VALLEY WATER DISTRICT (CVWD) AND PAY ALL COSTS APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND SCH 40 PVC MALE ADAPTOR "SNAP -TITE" WATERPROOF SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR AT A TIME. SCH 80 PVC UNION CONNECTORS OR EQUAL E� ILL 11. PVC NIPPLE ELECTRIC CONTROL VALVE WITH SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER PRESSURE REGULATOR VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY 4 VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND RAINBIRD:EPS- CP- R- NP- HAN -PRS -D mQ LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON THE ATTENTION OF THE CITY, CARSON MODEL 1220 - 1214'521" 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITH A 'COAST 12. VIOLET /LAVENDER WITH LID MODEL m = LR/RR, W/TPI,TPIIO AND LR/RR DOME INSTALLED WITHIN A STRONGBOX SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH 1220 -4 WITH STAINLESS STEEL BOLT CONTROLLER ENCLOSURE SB-IroSS WITH CALSENSE OPTION (ONE m CONTROLLER) OR S5-225 WITH CALSENSE OPTION (TWO CONTROLLERS) (OR APPROVED EQUAL) g o 4. THIS DESIGN 15 DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AND ETCHED WITH CONTROLLER o- ag SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN AND VALVE SEQUENCE SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. S ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A 6" MIN. FINISHGRADE REPRESENTATIVE OF THE CITY - 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON I� PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL 13. 7T_ ll DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY SIDEWALK CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK -UP i FOR THE IRRIGATION CONTROLLER ELECTRICAL CONDUCTORS AND 6- CONTRACTOR SHALL FAMILIARIZE HfMSELF/HERSELF WITH ALL UNDERGROUND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY PIG TAIL EXPANSION FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE � ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF SAID UNDERGROUND FACILITIES. LOOP (MIN. 24" LONG) OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 1. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES W RECYCLED WATER 15 ALL POP -UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A WARNING TAG j ^ - (SEE NOTES) ? 8, WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC. FLOW BRASS ANGLE W /UNION PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ` USE CHAMPION ANGLE L0 CIRCLES SPINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO VALVE WITH UNION 30 PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO -��. 3" MODEL #300(1 " -2") • e; 4 3/4" WASHED MAINLINE ENNCL�RE, INSTALLVTERMINAL EACH ACNHORFARTHEST AT g CRUSHED AGGREGATE ENCLO�RE FOR IRRIGATION WIRING. :d °pF s, ra�pFF • "• a • e. •. • o- SCH BO PVC BRASS NIPPLE m m CONTROL d COMMON WARES BRASS NIPPLE 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. e. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISTY'$ PURPLE MODEL NO. ID- MAX- P2- RC009) ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. PROVED BY: CITY OF RANCHO CUCAMONGA, CALIFORNIA I REMOTE CONTROL VALVE WITH BTANDM DPLW _ SHUT -OFF VALVE & UNION 520 NG 'EINEER DATE UBE YNTH 9TANWRD BPEGFlCATONB FCR PUALIC WORKe CONETPIICTiCN E. eHEET10Fi HARDSCAPING (SEE NOTE 4) f NOTE: BEFORE ANY WORK COMMENCES. A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING GENERAL REQUIREMENTS OF THIS WORK. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN O PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WOR< ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY INSPECTOR. TYR CLEAN BACKFILL - SEE SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED PROVIDE 6" MIN, OF SAND BEDDING AND SHADDING {- CONTROL WIRE SLEEVE - SIZE PER PLAN INSTALL ADJACENT TO PRESSURE SUPPLY LINE �I PRESSURE SUgqppLY LINE ■ SLEEVE - SIZE TWICE �I 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 STO. PLAN 120 (24" MIN. TO 38" 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 1 BY: STANDARD PLAN 13 TYPICAL SLEEVING 533 INFER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 53672 SHEET 1 OF t R I wi i Ou U, N O Z m P CLEAN BACKFILL - SEE SPECS. FOR MATERIAL, 90% COMPACTION REQUIRED NON - PRESSURE LATERAL LINE: PURPLE SCH, 40 SNAKE PIPE IN TRENCH PRESSURE SUPPLY LINE: PURPLE SCH, 40 1CL. 315 SNAKE PIPE IN TRENCH CONTROL WARES - BUNDLE AND TAPE AT 15' O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE 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 i/2" AND SMALLER 18" MIN. DEPTH 3" AND LARGER 24" MIN, DEPTH CITY OF RANCHO CUCAMONGA, CALIFORNIA ;;BY,. ' STANDARD PLPI � 9 TYPICAL TRENCHING 532 LEER DATE USE WON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3672 SHEET l OF 1 IRRIGATION NOTES: I. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CVWD, IS REQUIRED 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) WITH THE CUCAMONGA VALLEY WATER DISTRICT (CVWD) AND PAY ALL COSTS APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND 9:00 PM TO 5:00 AM ONLY ONE VALVE PER CONTROLLER SHALL OPERATE SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR AT A TIME. COSTS AND INSTALLATION PROCEDURES - 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER FOLLOWED 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLaII SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON THE ATTENTION OF THE CITY, SITE BY A REPRESENTATIVE OF THE CITY, 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITH A 'COAST 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET- 2000 -12 (STATIONS) - GUARDSCHACK CGS- 3 STAINLESS STEEL ENCLOSURE WITH LOCK, AND LR/RR, W/TPI,TPIIO AND LR/RR DOME INSTALLED WITHIN A STRONGBOX SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH CONTROLLER ENCLOSURE SB-IroSS WITH CALSENSE OPTION (ONE SHRUBS WHENEVER POSSIBLE. CONTROLLER) OR S5-225 WITH CALSENSE OPTION (TWO CONTROLLERS) AND SEPARATE METERED ENCLOSURE, MPS - Alb -IOK- ANTENNA PORT 4. THIS DESIGN 15 DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED INSTALLATION TO BE PROVIDED BY THE CITY. THE CONTRACTOR AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. THE 5PRINKLER SYSTEM WALLS STREET LIGHTS SIDEWALK, UTILITY LINES AND AND EQUIPMENT AND A4KCHITEGTIRAL FEATUREi3- ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY - 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK -UP TO THE CITY. FOR THE IRRIGATION CONTROLLER ELECTRICAL CONDUCTORS AND 6- CONTRACTOR SHALL FAMILIARIZE HfMSELF/HERSELF WITH ALL UNDERGROUND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY THE DEVELOPER FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF SAID UNDERGROUND FACILITIES. OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 1. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, 15 ALL POP -UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A 50 THAT THE TOP OF THE SPRINKLER HEAD IS I/4' ABOVE FINISHED GRADE. NOZZLE SCREEN (PI IN ALL SPRINKLER HEADS PRESSU� AT CONSTRUCTION. 8, WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLES SPINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO TCO HE 9. INSTALL FOUR (4) SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH O THE MAINLINE ENNCL�RE, INSTALLVTERMINAL EACH ACNHORFARTHEST AT ppITAL NG IRE THE IN ENCLO�RE FOR IRRIGATION WIRING. DESCRIPTION OF REVISION DATE AP`PRay I CITY OF RANCHO CUCAMONGA EAST AVENUE TRACT 18826 RANCHO CUCAMONGA IRRIGATION DETAILS & NOTES FRA 03001 APPROVED BY: CITY ENGINEER DSCAPE CFO cq�Cy DESIGN Z J i if e n FR * jD1, CHECKED F.R DATE: Z.- /_L4i RCE: # 53672 �� y1SSO , INC. SHEET ndscape cape Architects L�4 OF 8 PRONE (714) 1774 FAX (714) 892 -5721 14841 YWI A Str*I Butte 204 • Tustin, CA 92880 EMAIL PRAILIOIRAINC.NE1' DRAWING NO. DATE 12/22/2012 R.L.A. N0. 1110 2326 -L PROJECT SHEET NO. OF N f a to .H N N rH C4 N N d d t n C u V. UQ LIMIT OF PLANTER AREA ONE HALF OF SPACING REQUIREMENT DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB 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. 04ERE 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. N9dEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. ON CENTER SPACING OF SPECIFIED SHRUB DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB, UNLESS SPECIAL CASE AS DESCRIBED IN NOTE 4. BELOW. CITY OF RANCHO CUCAMONGA, CALIFORNIA L APPROVED BV: �+SM yam �'T}!1 /"SROUND COVM STANDARD PUN a F753iSL70 A" GROUND �I �Ld� 508 L CITY ENGINEER DATE USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF i X R.C.E. i v TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE, BUT NOT SO LOW AS TO LOSE SUPPORTORALLOW I THE HEAD TO DROP. > TIGHTLY COMPACTED 3" BERM TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PLANT PIT. BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE. NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. 2, STAKES TO BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N W FZ� S TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES GROWTH HABIT PERMITS. MAIN TRUNK (2) SETS OF CINCH TIES SPACED 24" APART, CONVEX SIDE AGAINST TREE TRUNK. ATTACH WITH GALVANIZED SCREWS TO V LODGE POLES. 2" DIA. LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF W INTO UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL. TOP OF FOOTBALL TO EXTEND 2" ABOVE FINISH GRADE. PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL. NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOT BALL. ARBOR GUARD IN TURF AREAS AND FRONT YARDS NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIA. CITY OF RANCHO CUCAMONGA, CAI APPROVED BY: DOUBLE STAND TREE _ 5 GAL - 24" BOX CRY ENGINEER DATE USE WITH STANDARD BPECIRCATd18 FOR PUBLIC WORKSCONSTRl1CTON R.C.E. 24853 SOIL UNDISTURBED STANDARD PUN 502 SHEET OF HARDSCAPING (CONCRETE HEADER, CURB & GUTTER, SIDEWALK, ETC.) 4" OF COMPACTED WOOD CHIP MULCH. FINISH SOIL GRADE 12" i i i lT! t-i 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. a d d CITY OF RANCHO CUCAMONGA, CALIFORNIA ^ APPROVEOW: STANDARD PUN >g MULCH INSTALLATION 509 fa LU CITY ENGINEER DATE USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.0 E. SHEET i W 1 W `-"-' tl E Sp" * C TOP TIE TO BE PLACED AS LOW A6 POSSIBLE ON THE TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE, BUT NOT SO LOW AS TO LOSE SUPPORT OR ALLOW THE HEAD TO DROP. * TOP OF ROOTBALL TO EXTEND 2" A80VE FINISH GRADE ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS GREATER THAN T DIAMETER - PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL, NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOT BALL. UNDISTURBED NATIVE SOIL. CI V NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOT13ALL 2. STAKES TO BE PLUMB AND PARALLEL, 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES GROWTH HABIT PERMITS. ILL11PEifliPC1 (2) SETS OF CINCH TIES SPACED 24" APART, CONVEX SIDE AGAINST TREE TRUNK. AT WITH GALVANIZED SCREWS TO 2" LODGE POLES. 2" DIA. LODGE POLE PINE STANCES WITH WOOD PRESERVATIVE STAIN, DRIVE A MIN, OF S" INTO UN- DISTURBED SOIL AND POSITION STAKES OUTSIDE ROOTBALL. 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. LOCATED OUTSIDE OF PLANT PIT. 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARDPIAN DOUBLE STAKED TREE ON SLOPE 505 i DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF i 1" IN LAWN 6" OR 8" 7� EE NOTE y.: r #' � -111 s. r, CONCRETE HEADER - 1/2" RADIUS EXPOSED EDGES AND FINISH PER PLAN (INSTALL AT GRADE LEVEL AT SWALE CROSSINGS) FINISH GRADE 3 RE -BAR CONTINUOUS UNLESS OTHERWISE INSTRUCTED) NOTES: 1. PROVIDE SCORE JOINTS AT 10' -0" O.C. AND 3/8" EXPANSION JOINTS AT 20' -0" O.C. 2. 8" WIDE CONCRETE HEADER BETWEEN CRY- MAINTAINED TURF AND GROUND COVER AREAS AND BETWEEN CITY- MAINTAINED TURF AND PRNATELY- MAINTAINED AREAS. 3. CONCRETE TO BE 520 -C -2500 MIN, 4. HEADERS TO BE USED AS EDGE TREATMENT TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON - HARDSCAPE LIMITS OF WORK AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. CITY OF RANCHO CUCAMONGA, CALIFORNIA By, STANDARD PLAN CONCRETE HEADER 534 DER DATE USE WITH STANOA*0 SPECFICATIONS FOR IW X "M CONSM MN SWEET I OF I Lq SG \J TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. u TOP N FOOTBALL TO `� 4' WOOD CHIP MULCH. EXTEND 2' ABOVE NO WOOD CHIP MULCH SHOULD BE FINISH GRADE PLACED OR ALLOWED TO REMAIN OVER THE ROOTBALL. FINISH GRADE ROOT BALL PLANT PIT TO BE (2) TAMES 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. H CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY STANDARD PLAN CONTAINER PLANTING 506 w CITY ENGINEER DATE USE `NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IY R.CE, SHEET t OF t �i C TOP E FOOTBALL TO EXTEND 2 ABOVE FINISH GRADE. TAPER FILL FROM TOP OF ROOT BALL TO F.G. ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIAMETER. .I 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. ROOT BALL PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL. NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOTBALL. UNDISTURBED NATIVE SOIL. NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOT BALL. APPROVED BY CITY OF RANCHO CUCAMONGA, CALIFORNIA BTANOARD PUN w CONTAINER PLANTING ON SLOPE 507 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC MRKS CONSTRUCTION 'Y R.C.E. SHEET1 OF 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 R- INSTALLINCs IRRIGTION EQUIPLMENT AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF /HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC. AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE O° SAID UNDERGROUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTILL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING ALAS 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 OE 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 O' THE LANDSCAPE CONSTRUCTION AND /OR HIS SUBCONTRACTOR REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF THE ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 1. 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. S. WHENEVER SHRUB /GROUNDCOVER ALAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO THE CITY STANDARDS AND DETAILS HERON. S. CLEAN -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR SID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS SIX INCHES INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQUARE FEET. 4 CU. YDS. NITROGEN STABILIZED SAWDUST 120 LBS. GYPSUM 125 LBS. GRO -POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4' O= WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. WOOD CHIP MULCH 03 AVAILABLE FROM: 'BURR -TEC' 13313 NAPA STREET FONTANA, CALIF. 92335 CONTACT: MICHAEL HEFTMAN 909 -411 -9134 1 DESCRIPTION OF REVISION I ( raTT DATE APPROVED CITY OF RANCHO CUCAMONGA BAST AVENUE TRACT 188266 RANCHO CUCAMONGA APPROVED BY: CITY ENGINEER DESIGN F.R. DRAWN STAFF CHECKED F.R. PLANTING DETAILS & NOTES DATE: '> / r" RCE: # 53672 PLAN PREPARED_ BY: FRANK RADMAI ASSOCI Candace PRONE (714) SM -1774 T 14841 Yorba Steaat. Salta WAR, MMIIOWRAIKC.NS DATE 12/20/2012 5, INC. Architects '14) 858 -6721 • TOat14 CA 82880 R.L.A. NO. 1110 SHEET ( L -5 OF 8 DRAWING NO. 2326 -L PRgIECT SHEET N0. OF R STORM DRAIN/ CATCH BASIN BCR UNDERGROUND UTILITIES S' MIN. _ Z SIDEWALK UTILITY _+ I P E S.L. U a i %METER 10' S' ml n w MIN. MIN. S. CURB AND GUTTER �- MIN. - - - - - SIDEWALK ci = J QFH 0 DRIVE S.L. I 0 $sy _ APPROACH Cf 5' S' CURB AND 5' 10' 10' IN. MIN. GUTTER I MIN. UNDERGROUND STRUCTUREaD. TRANSFORMER VAULT. NOTES: • 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE OF SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN & FROM CENTER OF TREE TO ALL UTILITY OWNED WATER & SEWER LATERAL LINES. 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES, MAINTAIN APPDXIMATELY 5' FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. 5, STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. S. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRGVED BY STANDARD PUN T REE PLACEMENT 501 SHEETIOFt CITY ENGINEER DALE USE WITH STANDARD BPECIFICATIONSFOR PUBLIC WORKS CONSTiSICTroN R.C.E. LIMIT OF PLANTER AREA ONE HALF OF SPACING REQUIREMENT DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB 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. 04ERE 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. N9dEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. ON CENTER SPACING OF SPECIFIED SHRUB DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB, UNLESS SPECIAL CASE AS DESCRIBED IN NOTE 4. BELOW. CITY OF RANCHO CUCAMONGA, CALIFORNIA L APPROVED BV: �+SM yam �'T}!1 /"SROUND COVM STANDARD PUN a F753iSL70 A" GROUND �I �Ld� 508 L CITY ENGINEER DATE USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF i X R.C.E. i v TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE, BUT NOT SO LOW AS TO LOSE SUPPORTORALLOW I THE HEAD TO DROP. > TIGHTLY COMPACTED 3" BERM TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PLANT PIT. BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE. NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. 2, STAKES TO BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N W FZ� S TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES GROWTH HABIT PERMITS. MAIN TRUNK (2) SETS OF CINCH TIES SPACED 24" APART, CONVEX SIDE AGAINST TREE TRUNK. ATTACH WITH GALVANIZED SCREWS TO V LODGE POLES. 2" DIA. LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF W INTO UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL. TOP OF FOOTBALL TO EXTEND 2" ABOVE FINISH GRADE. PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL. NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOT BALL. ARBOR GUARD IN TURF AREAS AND FRONT YARDS NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIA. CITY OF RANCHO CUCAMONGA, CAI APPROVED BY: DOUBLE STAND TREE _ 5 GAL - 24" BOX CRY ENGINEER DATE USE WITH STANDARD BPECIRCATd18 FOR PUBLIC WORKSCONSTRl1CTON R.C.E. 24853 SOIL UNDISTURBED STANDARD PUN 502 SHEET OF HARDSCAPING (CONCRETE HEADER, CURB & GUTTER, SIDEWALK, ETC.) 4" OF COMPACTED WOOD CHIP MULCH. FINISH SOIL GRADE 12" i i i lT! t-i 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. a d d CITY OF RANCHO CUCAMONGA, CALIFORNIA ^ APPROVEOW: STANDARD PUN >g MULCH INSTALLATION 509 fa LU CITY ENGINEER DATE USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.0 E. SHEET i W 1 W `-"-' tl E Sp" * C TOP TIE TO BE PLACED AS LOW A6 POSSIBLE ON THE TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE, BUT NOT SO LOW AS TO LOSE SUPPORT OR ALLOW THE HEAD TO DROP. * TOP OF ROOTBALL TO EXTEND 2" A80VE FINISH GRADE ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS GREATER THAN T DIAMETER - PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL, NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOT BALL. UNDISTURBED NATIVE SOIL. CI V NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOT13ALL 2. STAKES TO BE PLUMB AND PARALLEL, 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES GROWTH HABIT PERMITS. ILL11PEifliPC1 (2) SETS OF CINCH TIES SPACED 24" APART, CONVEX SIDE AGAINST TREE TRUNK. AT WITH GALVANIZED SCREWS TO 2" LODGE POLES. 2" DIA. LODGE POLE PINE STANCES WITH WOOD PRESERVATIVE STAIN, DRIVE A MIN, OF S" INTO UN- DISTURBED SOIL AND POSITION STAKES OUTSIDE ROOTBALL. 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. LOCATED OUTSIDE OF PLANT PIT. 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARDPIAN DOUBLE STAKED TREE ON SLOPE 505 i DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF i 1" IN LAWN 6" OR 8" 7� EE NOTE y.: r #' � -111 s. r, CONCRETE HEADER - 1/2" RADIUS EXPOSED EDGES AND FINISH PER PLAN (INSTALL AT GRADE LEVEL AT SWALE CROSSINGS) FINISH GRADE 3 RE -BAR CONTINUOUS UNLESS OTHERWISE INSTRUCTED) NOTES: 1. PROVIDE SCORE JOINTS AT 10' -0" O.C. AND 3/8" EXPANSION JOINTS AT 20' -0" O.C. 2. 8" WIDE CONCRETE HEADER BETWEEN CRY- MAINTAINED TURF AND GROUND COVER AREAS AND BETWEEN CITY- MAINTAINED TURF AND PRNATELY- MAINTAINED AREAS. 3. CONCRETE TO BE 520 -C -2500 MIN, 4. HEADERS TO BE USED AS EDGE TREATMENT TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON - HARDSCAPE LIMITS OF WORK AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. CITY OF RANCHO CUCAMONGA, CALIFORNIA By, STANDARD PLAN CONCRETE HEADER 534 DER DATE USE WITH STANOA*0 SPECFICATIONS FOR IW X "M CONSM MN SWEET I OF I Lq SG \J TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. u TOP N FOOTBALL TO `� 4' WOOD CHIP MULCH. EXTEND 2' ABOVE NO WOOD CHIP MULCH SHOULD BE FINISH GRADE PLACED OR ALLOWED TO REMAIN OVER THE ROOTBALL. FINISH GRADE ROOT BALL PLANT PIT TO BE (2) TAMES 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. H CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY STANDARD PLAN CONTAINER PLANTING 506 w CITY ENGINEER DATE USE `NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IY R.CE, SHEET t OF t �i C TOP E FOOTBALL TO EXTEND 2 ABOVE FINISH GRADE. TAPER FILL FROM TOP OF ROOT BALL TO F.G. ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIAMETER. .I 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. ROOT BALL PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL. NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOTBALL. UNDISTURBED NATIVE SOIL. NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOT BALL. APPROVED BY CITY OF RANCHO CUCAMONGA, CALIFORNIA BTANOARD PUN w CONTAINER PLANTING ON SLOPE 507 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC MRKS CONSTRUCTION 'Y R.C.E. SHEET1 OF 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 R- INSTALLINCs IRRIGTION EQUIPLMENT AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF /HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC. AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE O° SAID UNDERGROUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTILL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING ALAS 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 OE 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 O' THE LANDSCAPE CONSTRUCTION AND /OR HIS SUBCONTRACTOR REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF THE ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 1. 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. S. WHENEVER SHRUB /GROUNDCOVER ALAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO THE CITY STANDARDS AND DETAILS HERON. S. CLEAN -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR SID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS SIX INCHES INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQUARE FEET. 4 CU. YDS. NITROGEN STABILIZED SAWDUST 120 LBS. GYPSUM 125 LBS. GRO -POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4' O= WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. WOOD CHIP MULCH 03 AVAILABLE FROM: 'BURR -TEC' 13313 NAPA STREET FONTANA, CALIF. 92335 CONTACT: MICHAEL HEFTMAN 909 -411 -9134 1 DESCRIPTION OF REVISION I ( raTT DATE APPROVED CITY OF RANCHO CUCAMONGA BAST AVENUE TRACT 188266 RANCHO CUCAMONGA APPROVED BY: CITY ENGINEER DESIGN F.R. DRAWN STAFF CHECKED F.R. PLANTING DETAILS & NOTES DATE: '> / r" RCE: # 53672 PLAN PREPARED_ BY: FRANK RADMAI ASSOCI Candace PRONE (714) SM -1774 T 14841 Yorba Steaat. Salta WAR, MMIIOWRAIKC.NS DATE 12/20/2012 5, INC. Architects '14) 858 -6721 • TOat14 CA 82880 R.L.A. NO. 1110 SHEET ( L -5 OF 8 DRAWING NO. 2326 -L PRgIECT SHEET N0. OF CITY OF RANCHO CUCAMONGA PLANTING AND IRRIGATION SPECIFICATIONS SPRINKLER IRRIGATION SPECIFICATIONS PARTI- GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and install the Irrigation System as shown on the Drawings and described herein. B. Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.02 QUALITY ASSURANCE & REQUIREMENTS A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required. B. Manufacturers Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or 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 required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence.. D. Explanation of Drawings: 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between the irrigation system, planting and architectural features. 2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the specifications. 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is 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 should be brought to the attention of the City of Rancho Cucamonga. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. 1.03 SUBMITTALS A. Material list: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution will be allowed without prior written approval by the City of Rancho Cucamonga. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer and other information may be different, the following is a guide to proper submittal format: Item No. De.scritition Manufacturer Model No. I BackflowPreventer Febco 825 -Y -BV 2 Automatic Controller Calsense ET2000 -24 -LR -RR 3 Master Valve Superior 3100 RCV 4 Etc. Etc. Etc. Irrigation submittal must be specific and complete. All items must by listed and should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information. 3. Equipment or materials installed or furnished without prior approval of the City of Rancho Cucamonga may be rejected and the Contractor may be required to remove such materials from the site at his own expense. 4. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. RECORD DRAWINGS: I. The Contractor shall provide and keep up -to -date a complete record set of blueline ozalid prints which shall be corrected daily, showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds, showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time. 3. Before the date of the final observation, the Contractor shall transfer all information from the "record drawing" prints to a sepia mylar or similar mylar material. Arrangements shall be made through the city for obtaining said sepia mylar or similar mylar material. All work shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel & Esser, or Faber Castell. The dimensions shall be made as to be easily readable even on the final controller chart (see Section C). The original mylar "record drawing" plan shall be submitted to the City of Rancho Cucamonga for approval prior to the completion of the controller chart. 4. The Contractor shall dimension from two (2) permanent points of reference, such as building comers, sidewalk edges, road intersections, etc., the location of the following items: a. Connection to existing water lines. b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler pressure lines (dimension max. 100' along routing). e. Sprinkler control valves. f Routing of control wiring and locations of all splice boxes. g. Quick coupling valves. h. Stub -outs for future connections. I. Other related equipment as directed by the City of Rancho Cucamonga. 5. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of Rancho Cucamonga. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. C. Controller Charts: 1. As- builts drawings shall be approved by the City of Rancho Cucamonga before controller charts are prepared. 2. Provide one controller chart for each controller sequence. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual installed system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 5. The chart shall be a black line or blueline ozalid print and a different color shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils. 7. These charts shall be completed and approved prior to the final field observation of the irrigation system. D. Operation and Maintenance Manuals: 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to completion of construction, two hard- cover, three ring binders containing the following information: a. Index sheet which states Contractor's name, address, and telephone number, and which lists each installed equipment and material item including names and addresses of manufactures local representatives. b. Catalog and parts sheets on every material and equipment item installed under this Contract. C. Guarantee statement. d. Complete operating and maintenance instructions on all major equipment. 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel with instructions for major equipment and show evidence in writing to the City of Rancho Cucamonga at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as a part of this contract the following tools: a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. Two (2) four -foot valve keys for operation of gate valves. C. Two (2) keys for each automatic controller. d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. Before final observation can occur, evidence that the City has received material must be shown to the City of Rancho Cucamonga. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care ill handling, loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or a concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.05 SUBSTITUTIONS A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, he may do so by providing the following information to the City of Rancho Cucamonga for approval: 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be submitted. 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be substituted. 3. Provide the amount of cost savings if the substituted item is approved. B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any submittal item as an approved equal to the equipment and materials listed on the Drawings and Specifications. 1.06 GUARANTEE A. The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed with the City prior to acceptance of the irrigation system. B. A copy of the Guarantee form shall be included in the operations and maintenance manual. C. The guarantee form shall be re -typed onto the Contractor's letterhead and shall contain the following information: GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the irrigation system we have famished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the City. We shall make such repairs or replacements within a reasonable time, as determined by the City, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. IRRIGATION SPECIFICATIONS PROJECT: LOCATIO PHONE: DATE OF ACCEPTANCE: PART 2- PRODUCTS 2.01 MATERIALS A. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals. B. PVC Pressure Main Line Pipe and Fittings: I. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC compound conforming to ASTM resin specification D1784. All pope must meet requirements as set forth in Federal Specification PS- 22 -70, with an appropriate standard dimension (S.D.R.) (Solvent -weld Pipe). 3. Pressure main line piping for sizes 1 -1/2" and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade I PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS- 21 -70. 5. PVC solvent -weld fittings shall be Schedule 40, 11 -1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe abd fittings shall be of type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size C. Schedule or class d. Pressure rating in P.S.I. e. NSF (National Sanitation Foundation) approval I Date of extrusion 8. All fittings shall bear the manufacturers name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. C. PVC Non - Pressure Lateral Line Piping: 1. Non - pressure buried lateral line piping shall be PVC Schedule 40 with solvent -weld joints when installed in planting areas. 2. Non- pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded joints. 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specification PS -22 -70 with an appropriate standard dimension ratio. 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.0113), all requirements for non - pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in section 2.01B of the Specifications. D. Brass Pipe and Fittings: 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW -P -351. 2. Fittings shall be red brass conforming to Federal Specification #WW -P -460. E. Copper Pipe and Fittings: 1. Pipe' Type K, hard tempered. 2. Fittings: wrought copper, solder joint type. 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solidus at 1125° F, and liquidus at 1145° F. F. GateValves 1. Ball Valves (1'/2" and smaller) a. Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall be equipped with a stainless steel handle. b. Ball valves shall be Nibco T- 585 -70 -66 or approved equal. C. All Ball valves shall be installed per detail. 2. Resilient Wedge Gate Valve (2" and larger) a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. b. Resilient Wedge Gate valves shall be No. 403 RT -RW as supplied by Watts or approved equal. C. All Resilient Wedge Gate valves shall be installed per detail. G. Quick Coupling Valves: 1. Quick coupling valves shall have a brass, two -piece body designed for working pressure of 150 P.S.I. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. H. Backflow Prevention Units: 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow prevention units in accordance with the Drawings. 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh morel screen and shall be similar to Bailey #100B or approved equal. 3. All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local code. The Contractor shall verify with the local governing body as to material type and installation procedures prior to start of construction. Submit shop drawing for approval. O. Sleeving: 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shall be Schedule 40 P.V.C. or approved equal. P. Vandal Resistant Controller Enclosure: 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and terminal strip. 3. A 117 volt duplex box shall be provided with an On /Off switch, and a 117 volt receptacle. Metal conduit shall run from the 117 volt supply to the controller housing. All power within the housing shall be properly phased. 4. A terminal strip shall be provided, clearly indicating the proper points of connection of all appropriate wiring (station valves, master valve, common, central control). Q. Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. FRA "300 DESCRIPTION OF REVISION I DATE I APPaOWD I CITY OF RANCHO CUCAMONGA FAST AVENUE TRACT 188266 RANCHO CUCAMONGA IRRIGATION SPECIFICATIONS APPROVED BY: CITY ENGINEER DESIGN PR DRAWN STAPP CHECKED P. P_ DATE: 2.- x-3-/3 RCE: # 53672 SOCIATES, INC. SHEET rids :cape Architects 1 -Q OF O PHOND ( 4) -1774 FAX (714) SU -5721 ` lJ U 14841 Y bas t, Suite 204 • Tuetia. CA wow EMAIL' FIA11101FRADIC.Nin DRAWING NO. DATE 14/20/2012 R.L.A. NO. 1110 2326 -L PROJECT SHEET NO. OF PART 3 - EXECUTION 1. Check Valves: 3.01 OBSERVATION OF SITE CONDITIONS 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze A. All scaled dimensions are approximate. The Contractor shall check and verify all construction with replaceable composition, neoprene, or rubber disc and shall size dimensions and receive approval from the City of Rancho Cucamonga prior to meet or exceed Federal Specification WW- V - -51D, Class A, Type IV, proceeding with work under this Section. 2. Anti -drain valves shall be of heavy duty virgin PVC construction with F.I.P. B. Exercise extreme care in excavating and working near existing utilities. The thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Contractor shall be responsible for damages to utilities which are caused by his Anti -drain valve shall be field adjustable against drawout from 5 to 40 feet of operations or neglect. Check existing utilities drawings for existing utility locations. head. Anti -drain valve shall be similar to the Valcon "ADV" or approved equal. C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, J. Control Wiring: and ground covers. 1. Except as noted otherwise, connections between the automatic controllers and D. The Contractor shall carefully check all grades to satisfy himself that he may safely the electric control valves shall be made with direct burial copper wire AWG- proceed before starting work on the irrigation system. U.F. 600 volt. Control wiring installed in control wire conduit within structure shall be made with AWG -TW solid copper wire. Pilot wires shall be 3.02 PREPARATION - a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in A. Physical layout: accordance with valve manufacturers specifications and wire chart. In no case shall wire size be less than # 14. 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and location of sprinkler heads. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. 3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of fifteen (15) feet. B. Water Supply: 4. An expansion curl shall be provided within three (3) feet of each wire L The irrigation system shall be connected to water supply point(s) of connection. Expansion curl shall be of sufficient length at each splice connection as indicated on the Drawings. connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. 2. Connections shall be made at the approximate location(s) shown on the Control wires shall be laid loosely in trench without stress or stretching wire Drawings. The Contractor is responsible for minor changes caused by actual conductors. site conditions. 5. All splices shall be made with Scotch -Lok #3576 Connector Sealing Packs, C. Electrical Supply: Rainbird Snap -Tile wire connectors., or approved equal. Make only one splice with each connector sealing pack. 1. Electrical connections for any and all automatic controllers shall be made to electrical point(s) of connection as indicated on the Drawings. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of Rancho Cucamonga. 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes cause by actual K. Automatic Controller: site conditions. L Automatic controller(s) shall be of size and type shown on the Drawings. 3.03 INSTALLATION 2. Final location of automatic controller(s) shall be approved by the City of A. Trenching: Rancho Cucamonga. I. Dig trenches straight and support pipe continuously on bottom of trench. Lay 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each pipe to an even grade. Trenching excavation shall follow layout indicated on automatic controller location is to be furnished by others. The final electrical the Drawings and as noted. hook -up shall be the responsibility of the Contractor. 2, Provide for a minimum of twenty -four (24) inches cover for all irrigation lines installed under paving or hardscaping. L. Electric Control Valves: I. All valves shall be the same size and type shown on the 3. Provide for a minimum of twenty-four (24) inches cover for all pressure electric control supply lines of three (3) inches or larger in diameter. Drawings. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply 2. All electric control valves shall have a manual flow adjustment. lines of two and one half (2'/2 ") inches or smaller 3. Provide and install one control valve box for each electric control valve. 5. Provide for a minimum of twelve (12) inches for all non - pressure lines. M. Control Valve Boxes: 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. I . Use 10" x 10 -3/4" round box for all gate valves. Carson Industries #910 -12B 7. Refer to City Standard 120 "Trench Repair" when within City streets with green bolt -down cover or approved equal. Extension sleeve shall be susceptible to traffic loads. PVC with minimum size of six (6) inches. 2. Use 9 -I /2" x 16" x 11" rectangular box for all electric control valves. Carson B. Backfilling: Industries # 1419 -12B with green bolt -down cover or approved equal. 1. The trenches shall not be backfilled until all required tests are performed. 3. Use 6" diameter x 8 -3/4" deep round plastic valve box for all quick coupling Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved valves. Carson Industries # 608 -12 with green flex -lock cover or approved materials, free from large clods of earth or stones. Backfill shall be equal. mechanically compacted in landscaped areas to a dry density equal to adjacent 4. Use 9 -1 /2" x 16" x 11" rectangular box for all electric control valves installed undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. within on -grade landscaped areas. Carson Industries # 1419 -12B with green bolt -down cover or approved equal. 2. A fine granular material backfill will be initially placed on all lines. No 5. Use 10" x 10 -1/4" round box for all quick coupling valves installed within on- foreign matter larger than one -half (%2) inch in size will be permitted in the structure landscaped areas. Carson Industries No. 910 -12B with green bolt- initial backfill. down cover or approved equal. 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga, N. Sprinkler Heads: 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of heads, lawn, planting, or other construction are necessary, the Contractor shall precipitation with the diameter (or radius) of throw, pressure, and discharge as make all required adjustments without cost to the City. shown on the Drawings and /or specified in these special provisions. 2. Spray heads shall have a screw adjustment. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. All sprinkler heads of the same type shall be the same manufacturer. O. Sleeving: 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shall be Schedule 40 P.V.C. or approved equal. P. Vandal Resistant Controller Enclosure: 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and terminal strip. 3. A 117 volt duplex box shall be provided with an On /Off switch, and a 117 volt receptacle. Metal conduit shall run from the 117 volt supply to the controller housing. All power within the housing shall be properly phased. 4. A terminal strip shall be provided, clearly indicating the proper points of connection of all appropriate wiring (station valves, master valve, common, central control). Q. Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. FRA "300 DESCRIPTION OF REVISION I DATE I APPaOWD I CITY OF RANCHO CUCAMONGA FAST AVENUE TRACT 188266 RANCHO CUCAMONGA IRRIGATION SPECIFICATIONS APPROVED BY: CITY ENGINEER DESIGN PR DRAWN STAPP CHECKED P. P_ DATE: 2.- x-3-/3 RCE: # 53672 SOCIATES, INC. SHEET rids :cape Architects 1 -Q OF O PHOND ( 4) -1774 FAX (714) SU -5721 ` lJ U 14841 Y bas t, Suite 204 • Tuetia. CA wow EMAIL' FIA11101FRADIC.Nin DRAWING NO. DATE 14/20/2012 R.L.A. NO. 1110 2326 -L PROJECT SHEET NO. OF C. Trenching and Backfill Under Paving: I Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, shall be backfilled with sand (a layer four (4) inches below the pipe and six (6) inches above the pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and /or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will be permitted under concrete paving. 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. D. Assemblies: I. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details in the Drawings. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail In absence of detail drawings or Specifications pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape 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 required, use threaded PVC adapters into which the pipe may be solvent welded. E. Line Clearance: 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (12) inches from lines of other trades, with the exception of the control wire sleeve(s) which shall be installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one another. F. Automatic Controller Assembly: Install as per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the Drawings. G. High Voltage Wiring for Automatic Controller: 1 120 volt power connection to the automatic controller shall be provided by the Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves: 1. Install where shown on the Drawings. Where grouped together, allow at least twelve (12) inches between adjacent valve boxes. Install each.remote control valve in a separate valve box. 1. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the city of Rancho Cucamonga. J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3.04 TEMPORARY REPAIRS The City 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 City shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.05 EXISTING TREES Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. MRNG"ATION SPECIFCATKM 3.06 FIELD QUALITY CONTROL 3.10 SITE OBSERVATION SCHEDULE A. Adjustment of the System: A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for the following observation meetings, according to the time indicated: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as I. Pre -Job Conference - 7 days much as possible. 2. Pressure supply line installation - 24 hours 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such 3. Lateral line and sprinkler installation - 24 hours adjustments prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required. 4. Automatic controller installation - 24 hours 3. Lowering raised sprinkler heads by the Contractor shall be accomplished 5. Control wire installation - 24 hours within ten (10) days after notification by the City. 6. Pressure supply line and lateral line testing - 48 hours 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. 7. Coverage test - 48 hours 5. Rain Bird EFB- CP -PRS valves will be set per manufacturers specification so 8. Final observation - 7 days that each lateral operates at design pressure. B. When observations have been conducted other than the City of Rancho Cucamonga, B. Testing of Irrigation System: show evidence in writing of when and by whom these observations were made. 1. The Contractor shall request the presence of the City of Rancho Cucamonga C. No site observations will commence without "As- Built" record drawings. The in writing at least 48 hours in advance of testing. contractor shall not call for a site visit without "As- Built" record drawings, without completing previously noted corrections, or without preparing the system for said 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square visit. inch and prove watertight. Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proven watertight prior to paving. 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Furnish necessary force pump and all other test equipment. 7. When the irrigation system is completed, perform a coverage test in the presence of the City of Rancho Cucamonga to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the Drawings, or where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.07 MAINTENANCE A. The entire irrigation system shall be under full automatic operation for a period of seven (7) days prior to any planting. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. 3.08 CLEAN -UP Clean -up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original condition. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga at time of final observation. Any items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City of Rancho Cucamonga. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has received all accessories, charts, record drawings, and equipment as required before final site observation can occur. DESCRIPTION OF REVISION wrt A"MI) CITY OF RANCHO CUCAMONGA EAST AVENUE TRACT 188266 RANCHO CUCAMONGA IRRIGATION SPECIFICATIONS APPROVED BY: DATE: 1'13 -/3 CITY ENGINEER RCE: # 53672 DESIGN PMrPkMFED BY: - RECO P.R FRANK I RADMACHER DRAWN ASSOCIATES, INC. SHEET STAPP Landscape Architects L-7 OF PHONIC (714) M-1774 FAX (714) eae -asst CHECKED 14841 Wrea str«t saw =4. - Taana. CA 9"10 GtARg FAA111001FaAaR.asr DRAWING NO. PR 12/20/2012 11 2326-L DATE _ R.L.A. NO. PROJECT SHEET NO. OF PLANTING SPECIFICATIONS PART 1- GENERAL i m Scope of Work: Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the Specifications as follows. 1.02 Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.03 Quality Assurance: A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of California. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppliers expected to be employed during the course of construction. C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction Contract. The amount of insurance shall be determined by City. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. 1.04 Responsibilities and Coordination: A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the work to be performed. B. Existing Conditions The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all underground utilities prior to start of work. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as water, electrical power and gas as required by him for the construction of the project. Temporary services shall be coordinated with the City and other contractors on the job site. D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference points and elevations required by him, and shown on plans for proper execution of site construction. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. 1.05 Defective and Unauthorized Work: All work which is determined by inspection to be defective in its construction or deficient in any of the requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the Landscape Architect and City. 1.06 Inspections: The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily in this order. Only the inspection pertaining to the project scope of work will apply: Rough Grading. Drain Lines and Catch Basins. Irigations (main line pressure, coverage & system operations test). Soil Preparation and Finish Grading. Plant Material (delivery & placement). Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. Final Inspection (after maintenance period) - 7 days. The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum of seven (7) days prior to the beginning work. 1.07 Guaranties: A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final acceptance of landscape construction -for periods as follows: Trees 24" box & larger 1 year Trees 15 gal. & smaller I year Shrubs All sizes 120 days Ground Cover 120 days Bedding Plant 120 days Lawn (sod) 120 days Lawn (seed) 120 days from first mowing Guarantees begin after the project acceptance by City and at the end of the 180 -day maintenance period. Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead material is not replaced and planted within the 5 day period, City may replace dead material with new material and charge the Landscape Contractor for all expenses incurred. B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site development, for a period of one year from date of final acceptance of project. 1.08 Material and Labor Releases: Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials releases for all work performed under Site Development. 1.09 Disposal and Clean -up: Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the inspector. PLANTING SPECIFICATIONS PART 2- EXECUTION 2.01 Protection: Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bare root stock shall be separated and heeled -in, in most earth or other suitable material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, wood chips or other suitable material until planting. 2.02 Installation: Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and City prior to planting. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: Native, On -Site Soil with rock no greater than 3" in diameter Gro Power Plus, 5 -3 -1 15 Ibs /cy Iron Sulfate 2 lbs /cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough water -in and establishment. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms in turf areas to be removed prior to City acceptance. PART 3 - SOIL PREPARATION AND FINISH GRADING 3.01 Scope of Work: A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the specifications. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. C. Cleaning and finish grading of planters areas and planting areas. 3.02 Topsoil: A. Existing on -site soils listed as'acceptable' under'Site Grading' specification. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than I part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. 3.03 Soil Amendments: All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the Contractor 3.04 Soil Preparation: All work on irrigation system shall be complete and inspected for recommended approval and, fine grading completed, prior to rototilling and prior to soil amendment work. After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth of 12 ". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that are to be sodded, in which all rock and debris more than I" in diameter shall be removed. Apply , spread, and rototil in all soil amendments as recommended to a depth of 6 ". Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 200 lbs. of Gro -Power or approved equal. The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the Pre - construction job conference. 3.05 Finish Grading: After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 3.06 Coordination: Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil amendment work, and planting. (See Weed Abatement section). PART 4 -TREES AND SHRUBS 4.01 Scope of Work: Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as reasonably implied and as delineated in the specifications. 4.02 Products A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery is followed. B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well - filling their container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall trees be topped. C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape Architect or City. D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1- gallon, 5- gallon, and 15- gallon) shall have been grown in containers for at least one (1) year, but not over two (2) years. F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute materials are approved in advance by the City, and are made at no additional cost to the City. Except for authorized variations, all substitute plant materials shall conform to the requirements of these specifications. G. Plants Not Approved - Plants not approved are to be removed from site immediately and replaced with suitable plants. The City reserves the right to reject entire lots of plants represented by defected samples. H. Stake all trees, as per details immediately after planting to prevent wind damage. I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate details. 4.03 Soil Amendments: Soil amendments shall be as recommended in the Agronomic soils report 4.04 Trees Stakes: Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information. PART 5 - GROUND COVER AND BEDDING PLANTS 5.01 Scope of Work: Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the specifications. 5.02 Bedding Plants: Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown on plans. 5.03 Ground Cover: Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well rooted in flats or similar containers. 5.04 Mulch: Mulch: Shall be of compacted wood chip fiber. 5.05 Coordination: A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover planting. 5.06 Installation: Plant ground cover and bedding plants in moist soil and space as indicated on plans. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin immediately after mulching. (Grading shall accommodate the mulch) 5.07 Protection: Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. PART 6 - WEED ABATEMENT 6.01 Scope of Work: Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably implied, and as delineated in the specifications. 6.02 Quality Assurance: A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. B. All materials and methods must conform to Federal, State, and Local Regulations. 6.03 Submittal: Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed varieties present. 6.04 Responsibility and Coordination: A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated areas and to notify the public. B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more than 10 days from date of application. 6.05 Non - Selective Herbicides: Non- selective contact herbicide and /or non - selective systemic herbicides (as recommended by the Pest Control Advisor) 6.06 Selective Herbicides: Selective pre- emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) ' 6.07 Weed Eradication: If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will require control prior to removal, spray these areas per Pest Control Advisor's recommendations. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from planting areas. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of I" - 2" below the surface of the soil. Physically remove all weeds from the site. PART 7- LANDSCAPE MAINTENANCE 7.01 Scope of Work: Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably implied or as delineated in the specifications including, but not limited to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. 7.02 Fertilizers: A. Commercial fertilizers with an analysis of 5 -3 -1 -Gro -Power Plus, and 12 -8 -8 Gro - Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393 -3744. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. 7.03 General: Maintenance shall start immediately after landscape irrigation and planting. Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run -off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 - ACCEPTANCE OF PROJECT 8.01 General: Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall commence upon written approval for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. A. Two inspections shall be made that affect the establishment period: The first after all plantings have been completely installed in order to approve the beginning of the establishment period, and the second at the end of the establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. B. At termination of establishment period all plant material shall be' live, healthy, undamaged, and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. BRA "300'1 PROJECT SHEET NO. OF