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HomeMy WebLinkAbout1486-L DEVELOPER/OWNER ND CA PIF-, AR C TE CTUR A N S LA . __ ITT FORFOAST HOMFS 10630 CIVIC CENTER DRIVE T. P\\, ACT NO , 1 43*_ 7 %5� 9 RANCHO CUCAMONGA CA 91730 N/0 SOUTI-FRN PACIFIC F .R. R/W AND W/O HAVFN AVE, PH# (909) 987- 7788 LANDSCAPE MAINTENANCE DISTRICT N0. 1 I VICINITY MAP GENERAL NOTES SHEET INDEX PROJECT SITE 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L- 1 TITLE SHEET 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 19 TH STREET 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L- 2 CONSTRUCTION PLAN -- - 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 L- 3 IRRIGATION PLAN Lj DAMAGE INSURANCE AS REQUIRED BY LAW. w VICTORIA STREET Q 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK- NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-4 PLANTING PLAN 1 -800- 2217-2600 O TWWORKING DAYS PRIOR TO CONSTRUCTION. m MONTE VISTA STREET 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. L— 5 IRRIGATION DETAILS w Q Q 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS Q > HAVE BEEN APPROVED BY THE CITY ENGINEER. L-6 PLANTING DETAILS w < 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 LA VINE STREET 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 L-7 IRRIGATION SPECIFICATIONS ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY" 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL S.P.R.R. R/W CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L,- 8 PLANTING / CONCRETE SPECIFICATION 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. SAN BERNARDINO 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. II rte—J� -_=_ II 1 0 FRWY � 1 1 - APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. - CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 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 CONSULTANTS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE- MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED G.0 AND ANY PRIVATE.-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS N075 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 MAINTENANCE RESPONSIBILITY MAP FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJEC? PLANNER, PRIOR TO FINAL CONSTRUCTION. CIVIL ENGINEER: LANDSCAPE ARCHITECT: 14 PUBLICLY-MAIN?AWED 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. PMASSOCIATES INC. + ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO FIE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 1620 SOUTH GRAND AVENUE _ S����������� ���5������ L ANDSG APS NIA I NT�'NANGE M157. 71"P. GLFNDORA, CA 91740 ` IIS i �'. L4 2328 t626� 914-6256ASSOCIATES, LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PLANNING 565 W. LAMBERT RD. SUITE F BR£A, CA 92821 7141529-1291 Uw!L MN 2° 30 36 1 30 47 48 °° - 22 2 37 a 31 .1 I '° `° LANDSCAPE QUANTITIES a '° 2 50 54 1 o all 32 36 41 48 24 27 i 3 33 34 36 4243 44 St S2 S3 26 2s 4 _ J C" REvtB�ol~! DATE „,�„M, U NNE Srffrr - - - -. - __ 1+ TOTAL S.F. NON-TURF LANDSCAPE AREA 7,301 FCITY OF RANCHO CUCAMONGA I � -� 5 TOTAL S.F. EXCAVATION FOR COBBLE AREA 8,510 17 l O 20 '° ,a ,S 14 ,3 ,2 '° TOTAL S.F. PROPOSED CITY SIDEWALK 2,514 TITLE SHEET N a a 7 ° W SOUTHERN ► 'ACIM MW-, "ATm EA"FW TOTAL OF ALL AREAS INCLUDING SIDEWALK 18,325 TRACT NO. 13759 TOTAL ACRES 0.42 U > LANDSCAPE ANIS IRRIGATION � TOTAL STREET TREES PER STREET HAVEN AVENUE \_PNDSCAp APPROVED BY. / DATE: HAVEN AVE - BRACHYCHITON POPULPEUS X11) 15 GALLON F cry � acE o — - — 853 s _ --- HAVEN AVE. - MAGNOLIA G. 'ST. MARY'S' (6) 15 GALLON �� G�9�=� �� PJD � � SFc� AN - �' _ ASSOCIATES ID No. _ DRAWN W W. LAW-7 ROAD, SURF F 8'EFT {�I GCA 9"21 I X17 J � E xp. 9;.-- 01 �' PM ��s2�rzA1 L- 1 of 8 � DRAWW NO.� OF CP�� afcr� FLM NO - -- - - TJS DATE _SEPT. 8, 1939 FX No 9934 1486-L PROJECT S!SFT NO. _.3 __OF � ;�u , � m Li Li u Li PERIMETER WALL BY OTHERS Cn 'j TYPICAL b" MOW CURB AROUND ALL / < EXPOSED EDOE5 OF GOBBLE. Znow I � !.+; ✓`IORK - _ A - - / 0 777777-� `# 'f. PA24' .36' ..24._ a 4. 4` 4 e6 O - it>: .^ 2 - n. — V+ Y' 4" ff 3!r 24 1 - i - 4 ' W i -O 2 i 1f 2 s _ 24' 24 P " i Z Q V.' r i f� r I r - A �. PA 1 1 Z4 I 4' f 1 Z PAPA _ a -I ' DATE eves - - 24 24' 24' - - — PA a. o' a - - r $` Q T �: Q - - 4' y' - 4 : P O � j j D 2 4• 3 r �s ., i . sP1 t(l I 14 6 201 6 5 rnCi r D — — SCALE: 1" - 20' I HAVEN AVENUE GONSTf�UGTION 1-EC�NI� � CONSTRUCTION NOTES: KED, MAF OLANDSCAPE BOULDERS, 51ZE AS SHOWN. INSTALL PER DETAIL q, SHEET L-6 I. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS TOTAL OF 56" BOULDER5 - 17, TOTAL OF 24" BOULDERS 31 . PE51ONED WHEN IT 15 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING OEXCAVATE AREA FOR ROCK GOBBLE IN5TALLATION PER DETAIL q, DESIGN. SUCH CU6+-IT ONDITION5 SHALL BE IMMEDIATELY BROTO THE ■I ` ' SHEET L-6. APPROXIMATE TOTAL EXCAVATION AREA 5,510 5F. ATTENTION OF THE CITY. THE CONTRACTOR SHALL A55UME FULL • ! . ■-- RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO :I 3O PROPOSED CONCRETE SIDEWALK - REFER TO CIVIL ENGINEER'S PLANS FOR 61VE SUCH NOTIFICATION. 1 z - 1 _ ■1" 'i ■ w • r ■ Z SIDEWALK GONSTRUGTION AND LAYOUT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR O4 b" CONCRETE MOW CURB AROUND ALL EXPOSED ED6E5 OF GOBBLE WITH ALL UNDERCROUIND UTILITIES, PIPES, AND 5TRUC7URES. CONTRACTOR - - - TYPICAL, INSTALL PER DETAIL 6 SHEET L-6 SHALL TAKE 50LE RE5PON515ILITY FOR COST INCURRED DG URREUE TO DAMAE j AND REPLACEMENT OF SAID UTILITIES. • - - • . . ' . i OEXISTING STREET LIGHT TO REMAIN - PROTECT IN PLACE - ____- ..__ __ 90SOUTHERN PACIFIC TRANSPORIATIQA' EASE4EN1 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION W1TH bO PROPOSED STORM DRAIN - REFER TO CIVIL ENGINEER'S PLANS OTHER SUB-CONTRACTORS AS REOUIRED TO ACCOMPLISH CONSTRUCTION OPROPOSED SEWER EASEMENT - REFER TO THE CIVIL ENGINEER'S PLANS OPERATIONS. 4. GROUND COVER AREAS NOT TO EXCEED A 5.1 MAX. SLOPE. LANDSCAPE MAINTENANCE DIST. TYP. O5. PROPOSED DRAIN EASEMENT - REFER TO CIVIL E'NGINEER'S PLANS 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS A5 REQUIRED. REFER TO THE IRRIGATION PLAN. b. PRIOR TO PLAGIN6 CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE 5UBGRADE AND PROVIDE SUBSURFACE PR PARATION PER SPECIFICATIONS. 17. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS TO REDUCE DIPS, ABRUPT CHAN6E5 AND SHARP TRANSITIONS. 8. ALL WALLS AND CURBS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORM5 MU5T BE INSPECTED AND PRO APVED PRIOR TO BE6INNING THAT PHASE OF WORK. DE 'TiON OF REVISION ERY q. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING IRRIGATION LINES AND SPRINKLER HEADS. CITY OF RANCHO CUCAMONGA CONSTRUCTION FLAN TRACT NO. 13759 LANDSCAPE AND InRICATION DIG - ALERT �o �a�°sca�F q HAVEN AVENUE J. � ���ti APPROVED BY: DATE CENGPET : -- - � RCF 4953 mr DIAL TOLL FREE `" �, f 1-800-4 8 2-413 3 No. '32 ' DMON PLAN PRMARED BY Rrcon r+�Tr n u. Exp 3 PSA - �'h'r,t"NA I) AF't_ - SSVIATE , Inc. L, z DRAWN SHFFT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA lF OF CP`� PJD LANDSCAPE AR(gtIECIUK URBAN DESIGN LAND PLANNING - --- L-2 � a 36' N LAVBFPr RD SVIT! F 9RFc. CA 9252' -'41529- 1291 CHECKED RCE. NO DRAWf�IC NO. TJSDATF SEPT. 8 , 1999 No 9934R 1486-L I --- - - - -- ---- PROJECT SHFI=T NO. j Cl OF i I I 1 ::E 5AGKFL0W NOTE LOCATE WALL PER THE CIVIL ENGINEER'S PLANS - / / THE 51CONTRACTOR TSHALL INSTALL THE EP VALVE AND FLOW B5�50ROW OUTSIDE OF R.O.W. AND PER APF'RbVAL OF // ILi ® LJ Li A55EMBLY ADJACENT TO THE BLOCK WALL. DO BUILDING AND 5AFETY. T * I D NOT INSTALL THE A55EMBLY IN THE ROCK AREA X / 2 . I.�_ .2* .1...-. ° 2* 1/2' A5 SHOWN. 1/t' 17 I V2. I � MEOW - Illipm - Q Y/2 n I _ an lid" p11 „ 3/4 �?/4IN 1an V . /4" S/4" - /4"�}� " © 2 3/4" !"� 1''I 3I//4�` i/2 - ' --�' -�.o- TE MO� CURBNGRETE MOW CURBGONGRE0 0 r p �p1,4. 0 0 � " --i0Ii� /aI n V4' IVI- O -- I I I CE DRAINAGE EA EMENT n n i VW Vs `- - IVs ?" " I/2" 'S/4" 3/ " i" 's/4" tT 11:2 1/4- 0 v 0 1111111,F-`'3/4" 3/41" 0QO 1/ "O 20O 3 m `��l e 30 4 J 3 30 29 5 T O 9.1 7 25 2 6 26 1,3413 5.F. � t/2° � 1/2 3q3 S F. 1,164 5 F�11/2* Crn1S 0 ba? 5.F 1/4' Ip45 5 F 1/4' t/4' 0�6 S F 14' 1 S.P. b�ry� ICOBBLE HECT L-6, g FORONE \IN5T7ALLATION DQE-TRAILO STORM DRAINi ➢ I 1 SEWER EASMENT \--:STREET LIGHT LOCATION - TYP. - ---+- - SCALE: 1" = 20' I HAVEN AVENUE I RR I CcAT 1 ON NOTE5: FOR CITY MAINTAINED AREAS 3 FEMESTAL MOUNT CONTROLLER 2 4 THE CONTRACTOR SHALL INSTALL ONE GAL5EN5E ETI-5-PR, W/TP-I, TP-110 W/ANT-1 STATION L-3 L-3 BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S WHEN VERTICAL OBSTRUCTION`; (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE L-3 L-3 PEDESTAL MOUNT AUTOMATIC IRRIGATION CONTROLLER AT THI APPROXIMATE e XERISG�P� ASSESSMENT SYSTEM SUMM�'RY REPRESENTATIVE AND THE CONTRACTOR REGARDING GENERAL REOUIRFMENT5 OF THIS WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS 50 AS TO PREVENT PROPER COVERAGE, S PPRIO TE LOCATION. WORK. THE IRR!6ATiQN CONTRACTOR SHALL FIELD AD.lUST THE SPRINKLER SYSTEM BY INSTALLING A COORDINATE THE POWER SOURCE P.O.G. WITH THE CITY INSPECTOR PRIOR TO COMMENCING WORK. GUAR-TERGiRGLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION 50 AS THE FINAL LOCATION OF THE CONTROLLER SHALL $E APPROVED BY THE CITY INSPECTOR PRIOR TO CONTRACTOR SHALL VERIFY ALL GONDITION5 AND DIMEN51ON5 SHOY� ON PLANS AT THE 51TE TO PROVIDE PROPER COVERAGE ALL ADJUSTMENTS 5H.ALL BE MADE AT NO ADDITIONAL COST NSTALLATION. REFER TO SHEET L 4 L-5 FOR ADDITIONAL "GAL5EN5E" INFORMATION. THE I I. IRRIC TION (POINT ALU ) PRIOR TO COMMENCEMENT OF ANY WORK ALL D15CRFPANGIES SHALL BE Rf_pORTED FOR TO TIE C17", , SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. PRIOR TO DIRECTION IMMEDIATELY TO THE CITY. INSTALLATION OF 55-24-55/120 VOLT CABINET, THE CITY MAINTENANCE SECTION MUST VERIFY THAT INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE THE RADIO IS ABLE TO SEE THE REPEATER. I. LOW 6ALLONA6E IRRIGATION SYSTEM. (20) 20 L-3/1 THE CONTRACTOR SHALL FAMILIARIZE HiMSELF/HER5ELF WITH ALL UNDERGROUND UTILITIES, FARTHEST REMOTE CONTROL VALVE (PCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT PIPS AND STRUCTUR SAT NO COST TO SHALL TND HE 0LECITREPONSAN!YBIDAMFO OF SAID UNDLR6R0!JND THE ENGL05l1ZE INSTALL TERMINAL 5TRIP5 IN ENCLOSURE FOR IRRIGATION WIRING. POINT O G01�11�1 GTl Ol�l 2. AUTOMATIC CONTROLLER. (20) 20 L-3/2 RIFFACILITIES. IRRIGATION SYSTEM 15 BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 5. DESIGNED TO WATER PLANTS BY WATERING NEEDS. (10) 10 L-3/3 2 INCHES OF WATER PER WEEK (GROUNDGOVER/5HRUB5) APPLIED FOR 8 HOURS A NIGHT/5 DAYS THE CONTRACTOR SHALL VERIFY THE PROPOSED 2" WATER METER AT THIS APPROXIMATE NEW WATER METER (SIZE PER PLAN), A5 PROVIDED BY GCWD, IS REOUIRED .AT ALL POINTS OF A WEEK BETWEEN THE HOURS OF '; 00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER LOCATION. THE CONTRACTOR SHALL INSTALL ONE 1 1/2" PRESSURE REGULATING VALVE, ONE CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL C05T5 FOR THE 5HALL OPERATE AT A TIME - 1 1/2" REDUCED PR 55URE BACKFLOW PREVENTER, ONE 1 1/4" FLOW 5EN50R, ONE 1 1/2" MA5TER 4. 501E MOISTURE / ET SENSORS. (10) 10 L-3/2 INSTALLATION OF A NEW WATER METER. CONTACT THE GUGAMON6A COUNTY WATER CONTROL VALVE AND EXTEND THE NEW 2" 50H. 315 PVC IRRIGATION MAINLINE AS INDICATED. DISTRICT FOR COSTS AND INSTALLATION PROGEPATS THE SYSTEM 15 DESIGNED FOR THE MINIMUM OPERATING PRESSURE A5 SHOWN AT EACH POINT SET THE PRESSURE REGULATING VALVE AT t 82 P51. THE CONTRACTOR SHALL VERIFY 5. RAIN SENSORS. (5) - L-3/2 OF CONNECTION THE MAXIMUM DEMAND OF GALLONS PER 1 15 AS SPECIFIED THE THE 51ZE OF METER, SERVICE LINE AND THE AVAILABLE PRESSURE PRIOR TO COMMENCING TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRE55URE AT THE 51TE PRIOR WORK. THE FINAL LOCATION OF THE BACKFLOW PREVENTER AND THE OTHER P.O.G. EQUIPMENT b. WIND SENSORS. (5) PRE55 RE REGULATOR (IF REOUIRED), FOLLOWE>r BY A BACKFLOW PRE/EN"'ER DE\/ISE , TO THE START OF IN5TALLATiON. ANY CHANGES 5HALL BE BROUGHT TO THE ATTENTION OF SHALL BE APF%ROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. FOLLOWED BY A PUMP (IF REOUIRED), FOLLOWED BY .A FLOW ME-ER. FOLLOWED BY A MASTER THE CT"K -7. SENSITIVE TO SLOPE FAGTOR5. (5) 5 L-3/'1 VALVE ALL EOUIPMENT 51ZEP PER PLAN. INSTALL ALL EOUIPMENT PER CIT" 5TANDAI AND AVAILABLE PRESSURE 110 PSI SPECIFICATIONS, MANUFACTURES RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION AUTOMATIC CONTROLLER TO BE A GAL5EN5E ETI-(size per plan) (5TATION5) - DR (DIGITAL DESIGN PRESSURE 62 P51 OF THE EOUIPMENT TO BE A5 DIREGTEC ON 51TE f?Y A REPRE5ENTATI,/E OF THE CITY RADIO) W/TP-i, TP-110 W/ANTENNA PORT INSTALLED WITHIN A 5TRON65OX (58) 2455/120 VOLT MAXIMUM DEMAND 30 GPM 8. RECLAIMED OR RECYCLED WATER. (5) - - CONTROLLERIELECTRIGAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP BACKFLOW PREVENTION DEVICE SHALL BE IN5TALLED WITHIN A 5TRON5 BOX (515) 5B50 - (size OF THE ENGL05URE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL If ABLE. per ploy AL ALUMINUM ENCLOSURE, AND 5HALL BE IN5TALLED PARALLEL TO THE STREET AND SYSTEM SHALL BE OPERATIONAL PRIOR TO THE GIN?5 ACCEPTANCE. ACTUAL LOCATION OF , / TOTAL POINTS CLAIMED: 65 CRpENED WRUBS WITH SHWHENEVER POSSIBLE THE ENCLOSURE TO BE A5 DIRECTED BY A REPRESENTATIVE OF THE CITY. NOTE \Y AL`Y E 1,, E!OI NC� (MINIMUM POINTS REOUIRED: 60) THIS DESIGN 15 DIAGRAMMATIC, ALL PIP!N6 VALVES ETC. SHOWN WITHIN PAVED AREAS ARE THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE REFER TO SHEET L-5, L-6 FOR IRRIGATION DETAILS AND FOR DE516N CLARIFICATION ONLY AND SHALL BE IN5TALLED IN PLANTIN5 AREAS WHENEVER RE5PON5151 E FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER, ELECTRICAL 5HEF-T5 L-7 AND L-8 FOR LANDSCAPE SPECIFICATIONS. INDICATES VALVE NUMBER POSSIBLE AVOID ANY CONFLIGT5 BETWEEN THE 5PRINKLER SYSTEM, WALL5, 5TR 177 LIGHTS, CONDUCTORS AND METER TO BE PROVIDED BY 5CE, COORDINATED AND PAID FOR BY THE INDICATES APPROX. 6PM'S 51DEWALK, UTILITY LINE_. AND EOU!PMENT, AND ARCHITECTURAL FEATURES. DEVELOPER. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE KEY MAP GONTRA'TOR SHALL FLUSH AND .ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM G RE5PON515LE FOR THE POWER HOOK-IJP FOR THE IRRIGATION CONTROLLER. ELECTRICAL L ALL 5PRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO 13E CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE INDICATES VALVE SIZE GOVERASE WITH MINIMAL OVER 5PRAY ONTO WALKS, 571REETS, WALLS ETC. TH15 SHALL IRRIGATED UNLESS 07HERWI5E DE516NATE7) ON THE PLANS. DEVELOPER. I INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COM�N5ATINC• NOZZLE SCREEN INDICATES SQARE FEET (PC5) IN ALL 5FRINKLER 4EA0NI 5 AT ITIAL GON57RiJGTION. ALL POP-UP TYMAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW DOMESTIC POTABLE WATER PE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED 50 THAT THE TOP OF THE BY A VALVE I 7/ ; SPRINKLER HEAD 151/4" ABOVE FIN151'ED GRADE. METER TO BE PROVIDED BY CCWD, COORDINATED AND PAID FOR BY THE DEVELOPER. EXTEND NEW TYPE 'K' COPPER PIPE (OR A5 PER LOCAL CODE) AND INSTALL A REDUCED PRESSURE BACKFLOW j LL R"FR-SENTS XERISCAPE REFERENCE NUMBER, 1 PREVENTER (TYPE AND 51ZE PER PLAN) WITHIN AN ENCLOSURE. Z -_' - - =� • - - ` -�J11 W 514EET REFERENCE NUMBER RR 1 C ATI ON LEC END G 1 TY PRESSURE CALCULA71 ON DG SOUTHERN PACIFIC TRANSVV7ATION E.ASFKEN7 I I Q TRO H F MFG MODEL DESCRIPTION RAD GPM PSI WATER METER M-1 (NII SIZE 2" ELEVATION (64.56) STATIC PRE55LRE 110 PSI AVERAGE LANDSCAPE MAINTENANCE DIST. TYP, RF�ER TO 911 L-5 FOR PRESSURE GOMPI±NSATINc3 SCREEN "PGS" CHART. R r R TO SHt2FT L-4/L-5 SOURCE OF INFORMATION RICHARI) OAXACA FOR CORRt'CT SIZIN6 AND INSTALLATION INFORMATION FOR TYPICAL CONTROLLER INSTALLATION. PHONE NUMBER qOg-gb7-2581 *VO NOT USE PGS SCIRFFNS ON U-SERIES NOZZLES. DATE OF INFORMATION q-2-qq RAINBIRD 1806-SAM-4V 5HII POP-UP 4' 0.45 30 H.G.L. MEAN ELEVATION - (REQUIRED IF STATIC PRESSURE UNKNOWN) RAINBIRD 1812-SAM-PR5-8 VAN SHRUB POP-UP 81 0.29 30 E� 44 RAINBIRD 1812-SAM-PRS-B0, H 3 F-FLT SHRUB POP-UP 8' 0.2b, 0.52, 1.04 30 WATER METER (-) 64.56 211 - ELEV. OF HIGHEST HEAD 61.243.5:2 X 0.433 - 1.437 GAIN 19 ❑ M RAIN13IRD 1812-SAM-PRS-IO0,H d F-LA SHRUB POP-UP 101 0.341, O.-7q, 1.5-1 30 RAINBIRD 1812-SAM-PR5-U120, U12H -U SERIES * SHRUB POP-UP 12' 0.63, 1.50 30 REMOTE CONTROL VALVE 4 51ZE 1 1/2" MAXIMUM DEMAND 30 G.P.M. A RAINBIRD 1812-SAM-PRS-U150, U15H -U SERIES SIE SHRUB POP-UP 15' 0.013, 1.85 50 ELEVATION OF HIGHEST HEAD 61.24 I RAINBIRD 1812-SAM-PRS-I2TRD SHRUB POP-UP 12' 0.8'T 30 PRESSURE AT R.G.Y. 50.02 P51 �► RAINB!RD 1812-SAM-PRS-I5TRD SHRUB POP-UP 151 1.23 30 QTY. SIZE ITEM P51 Loss 1 2" WATER METER 0.7 RAINBIRD EFB-GP-PRS-B BRASS REMOTE CONTROL VALVE, 51ZE AS SHOWN. 1 1 1/2" R. P. BACKFLOW DEVICE 12 1 1 1/4" FLOW METER 1.5 DESCRFYTION OF crrY RAINBIRD 33-DNP 3/411 QUICK COUPLING VALVE AT t 150 O.G. W17H 2 KEYS TOTAL 1 1 1/211 MASTER CONTROL VALVE 1.21 _ DA APPIII I I I/2" PRESS. REO. (FALL OFF) 5 1101.0 WATTS 403-RT-Rw BRASS GATE VALVE350' 2" MAINLINE CL. 315 2.625 CITY OF RANCHO CUCAMONGA MAINLINE 1 1 1/211 REMOTE CONTROL VALVE ASSEMBLY 2.q a SUPERIOR 5100 1 1/2" NORMALLY OPEN MASTER VALVE 241 1/2" LATERAL LINE LOSS SGH. 40 PVC 0.63 IPSIGATION PLAN 54' 3/4" LATERAL LINE LOSS SGH. 40 PVC 1.82 © FEBGO 825-YA-BV 1 1/2" REDUCED PRESSURE BACKFLOW PREVENTER 341 I" " LATERAL LINE LOSS SGH. 40 PVC 0.82 TRACT NO. 13759 IN A 5TRONC- 13OX 51550 - 45 - Al ENOL05URE 14 1 1/4 LATERAL LINE LOSS 5GH. 40 PVC, 0.54-74 2 ET-I-B-DR _ _ FITTINGS L05S (10%) 2.41 LANDSCAPE AND IRRIGATION CAL5EN5E E -I-P_1 -1'P_110 8 STATION AUTOMATIC IRRIGATION CONTROLLER, MOUNT IN A STRONGBOX ELEVATION GHAN6E (+) GAIN 1.437 ALERT �pNDSCgp� HAVEN AVENUE L-3 ANT-I 5B-24 55 / 120V ENCLOSURE WITH ANTI ANTENNA PORT TOTAL SYSTEM LOSSES: 31.22 DIG ^ ��O PS J. SFc 9� � PRE55URE TO OPERATE HEAD. 50 ,`�, �� G y L J DATA INDUSTRIAL FM.1.25B 1 V4" BRASS FLOW 5EN5OR - PROVIDED BY CAL5EN5E �,, ` �9 APMOVED BY: / / DATE /�O/ TOTAL PRE55URE REQUIRED: 61.22 DIAL TOLL FREE L14 - - C-) MY ENK R ✓ �� »DIY _ Rc 24953- - PI WILKINS 500 SERIES 1 1/2" PRE55URE REGULATING VALVE LOW - EST STATIC PR155URE AVAILABLE: (110 - 10%) = 4141 N o. LA 1$ _ 1-8 00-4 8 c-413 3 D�sow PLAN PiFPAA� BY: REQ. � LwY1 PROPOSED DOME57I0 2" WATER METER, PROVIDED BY OTHERS - (CCWD d1Og-g8-7-25-80 PRE-5ET REGULATED PRESSURE (IF RE'DUIRED): 82 AT �E"`' "=° DAYS i 0/01 �3 .. eF°oRE ntc Exp. __ __- P.� SI+,'G( KA/UIs I T',SCNMA ti' RESIDUAL WATER PRE55lJRE: 17 sr g -- ASSOCIATES, In c. U z�.H -_-- DaawN • MAINLINE I I/2" AND LESS SGH. 40 INSTALL MIN 18' DEPTH SIZE PER PLAN - ' SHI 2" AND LARGER CL. 315 PVC - INSTALL MIN 18" DEPTH - 51ZE PER PLAN UNDERGROUND SERVICE ALERT OF SOUTHERN WRE: CALIFORNIA F co � LANDSCAFE ARCHITECTURE MAN OfStGN LAND PLANNING L 3 � p I CITY REOUIRED RESIDUAL WATER PRE55U15 - 20 PJ D.. - v LATERAL LINE SGH. 40 PVC LATERAL - 12" MIN. DEPTH - - ---- 565 M UI/PFRi RD SUITE F BRE A, CA 97611 7141529- 1291 _ CHECKED RCE NO DP.AMVRY3 NO. 5GH 40 PVC; 2X DIA. OF ENCLOSED PIPE-MIN 24' D TJS DATE SEPT. 8 , 1899 FU NO 99348 --- 1486-L - PROJECT SHEET NO. _..1 -OF i d I I i rrl DRAINAGE EASEMENT 7 i Im ��u I I j i 33 , 4 1 I1 Li ET 1 3 A 2 6 ' 71 2 8 14 ® L-a L-a 2Li V-1 5 8 I D 7 3 2 4 6 4 /-2--"\ 1 7 CnA 1 / 1 1 4 � K 5 5 7 1 5 ' 6 7 2 A 6 / A IF9 do Y 7 K.. --- _� - .mss - •_ •- '�� � - - - ' �� .` � . .'�. - __ - � .. - _ e4 i Y k r k l 6" GONG. MOHGURB 00 p p .� - -- - --- — — — — O I 0 6 GONG. MOVgUR, 1 O _ _.�__ - ` O 2pp0 � /„ O O ' / O O 0 000 O K GOBBLE STONE PAVING - TYP. REFER TO SHEET L-5, i FOR INSTALLATION DETAIL "z ---— --� -- r 6 2 6 2 2 1 2 3 4 13 8 2 4 6 10 4 STORM DRAIN 34 2 2 4 6 3 1 1 5 5 4 4 12 2 4 3 5 1 4 1 3 1 4 I I1 4 4 6 3 4 1 2 I B 3 B B TYPICAL 6" MOWGURB AROUND C.OBSLE AREA. f 2 sEwER EASEMENT HAVEN AVENUE I L-4 B STREET L16HT LOCATION - TT-P. I L.ANt")SGAPE AREA PLANTING NOTES XER,i SGAPE ASSFSSIIvIENT SYSTEM SUMMERY TOTAL LANDSCAPE AREA Ib 25 5F PROPOSED PLANTING AREA (60% MAX) -7,301 SF PROPOSED GOBBLE AREAS (40% MIN.) 8,510 SF I. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF 517E GONDITION5 T. QUANTITIES 5HOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL PROPOSED PAVED SIDEWALK AREA 2,514 5F SCALE: I" 20' WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE OUANTITIE5 FOR PLANT MATERIALS IN5T.ALLED SHALL BE GOVERNED BY THE INDICATED RESPONSIBLE FOR REMOVING AND RE-IN5TALLING IRRIGATION EQUIPMENT AND PLANT SPACING REQUIRED, RFPLANTINC AREAS WH!CH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 1 . LANDSCAPE (POINT VALUE) POINTS R=ERENGE PL ANT S I Z I NO KEY 8. HHrXr,/ER 5HRUB/04ZOUND(OVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC GLA I ME7 (5HEE7 #/RE-7. #) 2. CONTRACTOR SHALL FOLLOH THE DETAILS AND SPECIFICATIONS FOR 501L PREPARATION, LANDSCAPE AREAS .ARE ADJACENT TO PRIVATE LANDSCAPE AREAS A CONCRETE !-LEADER 15 I PLANT PIT REOUIRrMENTS, STAKING - AND BACKFILL REOUIREMENT5. REOUIR 0 PURSUANT TO CITY STANDARDS AND DETAIL5 HEREON. I. WATER CONSERVIN6 PLANTS. (20) 20 L4/I NDiGATES OUANT TY 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, q. GLEAN-UP SHALL TAKE PLACE ON A DAILY BA515 UNLESS OTHMN15E APPROVED BY THE5-GALLON 15-GALLON 2. TURF LIMITED TO 255lS (455 RESIDENTIAL. (20) 20 L-4/2 PIPE5, 5TRIJCTURE5. ETC, AND SHALL TAKE 50LE RE5PON515ILITY FOR THE CITY. REPAIR/REPLACEMENT, AT NO G05T TO THE CITY, ANY DAMAGE OF 5.AID UNDEROOUND 5. PLANTS 6ROUPE'D BY WATERING NEED. (10) 10 L-4/5 INDICATES SPECIES FACILITIES. 10. THE FOLLOHIN6 501L AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL 501L AMENDMENT TYPE5 AND QUANTITIES SHALL BE BA5ED ON 501L TEST REGOMMENDATION5 4. HARDSCAPE (NON-IRRIGATED SURFACES. (10) 10 L-4/4 4. NO PLANTINO SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE (SEE 5PECIFIGATION5). ROTOTIL THE REOUIRED 501L AMENDMENTS 6" INTO THE 501L AT THE INSTALLATION OF THE SPRINKLER 5Y5TEM HAVE BEEN COMPLETED, FINAL GRADE5 HAVE REOUIRED RATES PER 1,000 50, FT. 5. PERMEABLE PAVING. (5) - BEEN ESTABLISHED THE PLANTINO AREAS HAVE BEEN PROPERLY GRACED AND PREPARED A5 SPECIFIED, AND THE WORK APPROVED BY THE CITY. 4 CY. NITROGEN STABILIZED 5AHDU5T 8 6. LOW-HATER TURF VARIETIES. (5) - - 120 155 OYT51JIM 5. ALL PLANT MATERIALS SHALL BE APPROVFOR QUALITY B( THE CITY AND LANDSCAPE 125 IBS, ORO-POVER PLUS L 4 ED <�Y MAP ? MULCH LCH PROVIDED IN NON-GROUND COVER AREAS. (5) 5 L-4/5 ARCHITECT PRIOR TO INSTALLATION FINAL LOCATION OF ALL PLANT MATERIAL SHALL 13E SUBJECT TO APPROVAL BY A REPRE5ENTATIVE OF THE CITY PRIOR TO EXCAVATION. II. LANDSCAPE AREAS SHALL RECEIVE 4' OF WOOD CHIP MULCH UNDER ALL TREES AND g. SOIL AMENDMENTS. (5) 5 L-4/6 5HRUB5, AND BLEND INTO EDGES AT 6ROUNDGOVER AREAS, PURSUANT TO CITY 6. CONTRACTOR 15 RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED 5TANDARD5 AND DETAILS HEREON. GRADING OPERATIONS 5HALL ACCOMMODATE THE LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT 15 A DIRECT RE-50LT OF THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE 017YS APPROVAL PRIOR TO TOTAL POINTS CLAIMED: -ID LANDSCAPE CON5TRUCTION AND/OR H15 5U13-CONTRACTOR. REPLACEMENT ITEMS SHALL BE PURGHA5E AND PLACEMENT. 5HREDDED MULCH IS AVAILABLE FROM: EXACT DUPLICATE OF ORIGINAL HORK OR PLANTS UNLE55 OTHER45E APOROVED BY THE I \ (MINIMUM POINTS REQUIRED: 60) - CITY INTI2AVAIA SAND I ROCK 7 UPLAND, GALIF. -- L-4 (qOa) 'I I i 12. XER I SG APE REFERENCE 5YMBOL # — RE�'REyENTS XERISGAPE REFERENCE DIG ALERT DIAL TOLL FREE . A 1-800-428-4133 4T LEAS' TVC DA",aFroRr ro. DIGLANDSCAPE MAINTENANCE DIST. TYP. o I }� f ANTI N� L.EOENI:) UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BOTANICAL NAME COMMON NAME QUANTITY SIZE DESIGNER'S INTENT O.G. 5PAGIN6 1 2 TRET75: L-4 L-4 GENERAL. PLANTINO NOTA: A. BRAGHYCHITON POPULNEUS SP BOTTLE TREE II 15 GALLON NATURAL GROUPINGS MIN. 25' O.G. B. MAG6R NOLIA ANDIFLORA 'ST, MARY'S' ST. MARY'5 6 15 GALLON STREET TREE 60' O.G. PLANTS SHALL BE PLANTED TO ENGOURA6E TRAILING OVER HARD5CAPE, BUT NOT INTO SIDEWALK5 0 5�RU65: 1. DIETES BEGOLOR FORTNIGHT LILY 61 5 GALLON NATURAL GROUPINGS 145,10.0. NOTE: 2. JUNIPERUS S. 'TAMARISCIFOLIA' TAMARIX JUNIPER 12 5 GALLON NATURAL. 6ROUPIN65 a' O.G. 5. LANTANA MONTEVIDE'N515 TRAILING LANTANA 22 5 GALLON NATURAL GROUPINGS 610.0. THE5E TREE5 SHALL BE TRIMMED TO PREVENT 510HT OB5TRUCTION, LIM55 SHALL NOT BE LOWER THAN MIN. 6'-0" DESCRF'TK�N OF REVISION DATE crO VM 4. LAVANDULA S. 'OTTO OUA5T' SPANI5H LAVENDER 55 5 GALLON NATURAL 6ROVPIN6S 5611 O.G. 5. LEUGOPHYLLUM F. 'GREEN CLOUD' TEXAS RANGER 20 5 GALLON NATURAL C4ROUPIN6S V' D.G. CITY OF RANCHO CUCAMONGA 6. PE7NNI5TUM S. RUBR.JM ORIENTAL FOUNTAIN GRASS Ig 5 GALLON NATURAL 64;ZpUPIN65 42,10.0. "1, PLUMBAC70 AURIGULATA GAPE PLUMBAC20 14 5 GALLON NATURAL 6ROUPIN65 1010.0. PLANTING PLAN O ROUND COYER TRACT NO. 13759 LANDSCAPE AND IRRIGATION FESTUCA OVINA '6LAUGA' BLUE FESCUE FROM FLATS 0 12" O.G. I,IgI S.F. �p,NDSCgpF HAVEN AVENUE J. S£cG q�0 �9 APPROVED BY: DATE 4:1171 CID CITY EW'Vk'"FFR _-- -� RCE: 4953 \/INE: _ -_ No. L-A 3 CIPSM PLAN PfTPAFVM BYE RECOA**Ni>M V-I PARTHENOCIS5JS TRICUSP►DATA BOSTON IVY 33 5 GALLON 15' O.G. U/ Exp. - - PJD SEG URAII)F;[ TS('NMA'd IS> NQ DRAWN _ ASSOCIATES, In c. u 2 SKFFT F OF CPLD P LANDSCAPE ARCHULCMV URR4N DESIGN LAND PLANKINGi .A L-4 oF 8 565 w LA-V9f R' RLI SUirt G RRLA, CA 92821 774/529-1297 `- -- - - --- - --_ CFECFM RCE NO DRAWP43 NO. TJS DATE SEPT. 8 , 1899 99348 1486-L PROJECT SHFFT NO. 1� _ OF HARDSCAPINVS T NOTE 4) "JI'V PLASTIC VALVE r50x RAIN BIRD 33 DNP WITH PURPLE -`- �• Ar eRADE IN LIWfi 00YM ETC+W 'IRR eWnON PLASTIC VALVE BOX (GAR" OR EPDXY BILLED SCOTCH R:Lef FR GAP - 5UFF'LY R ONE KEY s. 5" IN PLANT Or-P9 (CARSON OEWAIJ EQUAL) WITH PLASTIC INTEORATED LOOK WATERPROOF COMMON AND CONTROL WIRES PFR 12 OCV5 INGLUDIN6 HOSE - � o LOCKING LID. PLACE AT 6RA0E IN CONNECTOR OR EQUAL W/24" COIL OF EXTRA WIRE PLASTIC VALVE BOX SWIVELS. RD�.�GAPIN6 RUCTURE OR _ -_ I ---) I-- -I PTURF A AND 5" ABOVE IN PI6 TAIL EXPANSION AND EPDXY FILLED WATER ,1 I-)II 11= 1I I MARKED MV _I I -_ - - �,i--) I I I -IIEI!I 1 LOOP (MIN.24 LONG) PROOF CONNECTORS PER SPECS. FINISH GRADE - INSTALL IN I r �l 1-=1 I I -r =I j PLANTER B>v ONLY =1 I I I I=-) I I -111-=- i BALL VALVE- 1 1n•OR SMALLM KITH (_ L - . WHITE in la" MAXI STA-r�e STEL �+.amf i G.! OKATENZPROOF lo�rl5 L- z - I� 1 I GLEAN BACKFILL - SEE P1E!WLr1WT N�BE -2.OR LAdteet NTH IRRIGATION CONTROLLER 7 1 FG f - =1 I I -- SPECS. FOR MATERIAL. I iI 1, BATE VALVE Z"CPIRATI"wr --__- - Iu_ D D D D D DD '�' X L D a D a _ _ 010% COMPACTION REQUIRED l - 1 [Pox'r COATEDRED - �-- VALVE BOX PITR SPECS. _ _ D D D D I I t I II- _ _ - - -I I I I I III I I III I v a v. v o v-o -III I I - -jj�:11 i hI VALVE BLACK --- 45° PVC, ELL TO PROPER _III-I I 1-1 -=1 I I I �_--I 1--�I 1-- I-I I PROVIDE b" MIN. OF SAND lli 11j- PI6 TAIL EXPANSI h:_I __; x DEPTH - Rf'�'ER TO SPECIES. --III-I I_I III= =_-I I I__I I I =III- = BDIN6 AND SHADDIN6 0 11r- I I ,T LOOP (MIN.24" LONG) SCH 40 BRASS NIPPLE 12 _ I - L � � 5GH 40 BRASS 40° ELL _ I I I k,o�0 °_ o o oa` 5/4" CRUSHED GRAVEL -III _ I - -TI�. I I s" s' =1 I I. I I--►� _�� OF t4 >� B'-"E SUMP 2 GU. FT, SCH 40 BRA55 40° STREET ELL STAINLESS STErLL 11, ! WIRE-5 =-I _�I==- I III- :�, � REDWOOD BLOCKS 5CH 40 BRA55 NIPPLE - SCREW U-A ' GONTftOL WIRE SLEEVE - - MINIMUM (3) PLACES I -III � 1- i I 512E PER PLAN INSTALL RED MASTER C ONTRO PVC MAINLINE z 24^ LONG ADJACENT TO PRI-55URE = ; dLAGK VALVE -�I� � - - PVC, MAINLINE _ _ MALE ADAPTER (2) '�4 REBAR STAKE SUPPLY LINE 41 SCH 80 PVC 40 STREET (24" LONG) - _� SCH. 80 UNION III I - J11--. 6` �-Y LINE 1-II If_L� I _ FLOW METER =L1= .1 . o I I REMOTE MASTER -I I _ -III---III- I : -i I SLEEVE - SIZE TWICE � I o•e DIAMETER SAME CONTROL VALVE L,-=III M I---III-- DIAMETER of PR 0 Ilii I ;o. ,p I-Ir-I 551ZE s =1 1 NOTE, b TYP. SUPPLY LINEoip T I. MANUALLY COMPACT ALL SOIL AROUND X EF i HIS •-I � BO BEFORE NETT NC TREND NON•••PR>"55URE LATERAL DIAMETER FA LpwRi.�r� 5i� 2. INSTALL CONTROL VALVE AT A MINIMUM OF 12" FROM 5TRI)OTURE5 LINE SLEEVE - SIZE TWICE OR HARDSGAPE. - ----- DIAMETER OF NON-PRE55URE $/4•KA&4W cRtnt� LATERAL LINE TE BASE MINIMUM DISTANCE DOW45TREAM OF 5. INSTALL VALVES IN PLANTING BED5 NEAR WALKS WHEN POSSIBLE. NOTES! UNINTERRUPTED PIPC (5x DIAMETER t.PLACE ABt� RI ATE POR To I1�TALLATiON OF VALVE Box OF FLOW M1-TER SIZE) 4. TAPE CONTROL WIRES PER SPECS. PRESSURE SLY !MOTES: 2 INSTAI.1 GONrROL VALVES A MILL OF 12" FROM OR KAt�sCAPrt�. LINE FITTIN6 I. ALL SL.EFVES TO BE SCH 40 PVC. 5. INSTALL VALVE'S IN PLANT��wre+tr rAN PO'&og5L.E NE)cT To bt ewA%LKS ( MINIMUM DISTANCE UPSTREAM OF NOTE 2. EXTEND ALL SLEEVES 12" BEYOND WOE OF HAR175, APING AT BOTH ENDS. 4.PLACE VALVE Box AT RIe+•IT ANOLM To STRt1GTURE5 OR KARD5GAPINS UNINTERRUPTED PIPE (IOX DIAMETER THE CONTRACTOR SHALL Ad-90 Rte: TD THE PLOW S?NSOR DETAIL PRI-SSUR>. SUPPLY LINE 3. ROUTE SLIFFVIN6 AR A ND HANDICAP RAMPS s.PIX,e A �ArE T CeCOR To n A'nC1NAA%& of VALVE Box of Fypl I NST SIZE) #5, 5µ4'F7 L-5 e ATrAc+i Me-rAL vALVe I>,e+.•rrlcATroN TAe WITH AP►+tvP+tATE CONTROLt_.et ANp 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY VALVE NtJh�EQ STD, NO. 120 (24" MIN. TO 36" MAX DCF'TH TO TOP OF PIS BCLOW STRUCTURAL SEC TION). N75 N75 N75 NT5 NT5 I MA57L R CON1 OL VALVE OUICK GK GOU L I NC VALVA 5 SL V I NS4 CATS VALVE FLON SENSOR TO SPRINKLER - ANGLE PIPE TO BACKFLOW PREVENTER 5F'EGIFIEL7 DETTN WITH 45° Ft 1 S A55)-!-'ESLY 4" MULCH AREA POP SHRUB HEAD BODY SET TO I/44" ABOV>: FINISH GRADE SCH 40 PVC MALE ADAPTOR NOTE: INSTALL WITHIN AN SOH 80 PVC UNION r "'SNAP-TITS" WATERPROOF ALUMINUM ENCLOSURE 555G-45--AL NIPPLE - TYPICAL _ _--_- BRA_ OR PVC NIPPLE CONNECTORS OR EQUAL (4)(4) PLACES FINISH GRADE TRIG C ELEGONTROL VALVE -� - - - - -4- z PLASTIC, VALVE BOX F - MAfWW "WAI&ATION ROY" ji HIIII ---1 -- (C.AR_�,ON OR EQUAL) - I - I-1 I- �1 ETC+•VD HATH GONTRpLLER NIPPLE �' FROM z - 0. AND VALVE 5EOUENGE TAPER MULCH AWAY Z I- z I 6• THICK X 12• WIDE III---I-1 I I---III I -I I HEAD _- - b'MIN. -I!I-- III- I _III-- ry - CLEAN BACKFILL - SEE I_ 1 t=tN15H ORADE PREP - GONGRI-TE PAD (LENGTH VARIES ' - I I i-- I I RLeui ATOR BRA-55WYE STRAINE�t COPE TO DRAIN A MINI - III=- I I I= I 1-) I �t I - SPECS. FOR MATERIAL. PER 51ZE/MANUFAGnRT1R) -III I I I I Ie- NOTE: p 140% COMPACTION REQUIRED I WITH 60 MESH - Y T MUM _ -- _- _ 5tv5^tI1LK MOISTURE MONEL SCREEN 41 - z TI, -1 - -1�1 S�� 12 I� FINISH Svi I:-:-- I I I -I III-�I I I 1. LOCATE HEAD 2" TO b" FROM WALKS, ~ � oo z - GURFS, HARD5GAPIN6, MOW _ NON-PRg55URE LATERAL LINE. UNION STRIPS, AND Eli OF LAWN. - , -- 50H. 40 SNAKE PIPE INPvc, SLEEVE _ REQUIRED 4 --_ I - TRENCH ry I D a. a o REQUIRED FOR 2. USE TEFLON TAPE ON ALL MALE I ( II 5" P16 TAIL EXPANSION TI+R)•ADS. - - I LOOP (MIN. 24" LONG) PIPE THROUGH D ••D D PRESSURE SUPPLY LINE Z -._- - = 1 I III CONCRETE PAD 5. INSTALL HEADS WITH INTERNAL - _ = 5GH. 40/GL. 515 SNAKE - FLOW 1 X55 ANGLE I I _ - -, -1 _ CHECK VALVE AND PR£'SSIJRE - I-_ -I I- PIPE IN TRENCH -�5" _ ` I VALVE ►^WNION - -- I - (� PL AGES !GAL _ I I = I - - 1= --I I i COMPENSATING FEATURE A5 I-III I- I 4 i 5/4 WASHED -I I -I FROM WATER SOURCE PER THE IRRIGATION PLAN. -- - - iy CONTROL WIRES - BUNDLE o ` o I GRl1E�HEC' AGGREGATE SCH 40 PVC MALE 4. HEAD CONNECTION AT BOTTOM _ - AND TAPE AT 15' O.G. AND (� •o p4 �o•w:a a - I I 1 I I 40515 COMPACTION �,, ADAPTOR INLET ONLY. INSTALL ADJACENT TO 1111 III I!1 j _ o- . .p ^0'. _ D REQUIRED I .. • I LI PRESSURE SUPPLY LINE =1�1 ..! 1- I I( 5GH 60 PVC NIPPLE _ L, I CONTROL ! COMMON WIRES �- +- ow-- PROVIDE 6" MIN. OF SAND TO M __ • D • D I-_ 50H 40 PVC I- 6" TYP. ETER I- - LINE TO SYSTEMS BEDDING AND SHADDIN6 MARLEX 40° 5TRP6 ELL 40° 5TREET ELL I- N-PQrd- SURE MARLEX 40° 51 REFr ELL BRASS NIPPLE- EL5I LATERA!. FITTING NON-PEL LATERAL LINE SCH 80 PVC NIPPLE CONCRETE THRUST BLOCK l"I PER GGWD STANDARDS GAL (4) PLACES NOTE: 5GH 40 PVC 5X5XT BE TYPICAL (2) PLA-ES I. P16TAIL AND LOOP CONTROL WIRE AT 400 GHAN6FS IN DIRFCTION. ��� SUPPLY LINE RGUGAMON6A COUNTY WATERPIPE AND RELATED !TTINCDISTRICT STAPERNDARDS. ANTI-DRAIN VALVE A5 REQUIRED 2, PRI-55URE SUPPLY LINE: 2 I/2" AND SMALLER 18" MIN. D7=f'TH Ncrr : GOM'RAGTOR SHALL VERIFY WITH GGWD PRIOR TO I 5" AND LAROEER 24" MIN, DEPTH I. INSTALL CONTROL VALVES A MINIMUM OF 12• FROM 5TWJGTUR>'S OR HARDSGAPIN6. NOTES, CONSTRUCTION. 2. IN5TALL VALVES IN PLANT REVS WHEREVER P05515LE NEXT TO SIDEWALKS. I. INSTALL PER LOCAL CODES. 5. PLACE VALVE BOX AT RIGHT ANSLFS TO 5TRUGTUR£5 OR HARDSCAPIN6. 2EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY 4. PLACE A66RE6A7E PRIOR TO INSTALLATION OF VALVE BOX. 5TRUGTTURES OR HAR0,5CAPIN6. N75 fT� 5. ATTACH PLASTIC IVENTIFIGATION TA6 WP WITH APPROPRIATE CONTROLLER AND �T� 3Y�N UNIT 15 NEXT TO A STRUGTUR)~ (IE. WALL, BUILDING, ETC.) IA�� VALVE NUMBED MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE 40RlENT UNIT PARALLEL TO STP=. 6 12 " POP--Uig SHRUB Sir A%r I TRENCHING 8 DEMOTE CONTROL VALVE n 17TIN&S RL REOUFOR,POSSIBLE. OF DISIMILAR METALS. 1. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVEN ER WHFN MAINLINE 15 5" OR LAR.6ER. NOTES: STAND ALONE CONTROLLER WITH ANTENNA I. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR CALSENSE RENDITION CONTROLLER R TYPICAL INSTALLTION N75 PRIOR TO CONSTRUCTION. `\ ANTI ANTENNA PORT _ VALVES - f R. �UG � 16 'V �A��( LO� "�. Y i. T EPDXY PILLED LOCATED - - - - - - 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN OUTSIDE OF BOX SEQUENCE OF REMOTE CONTROL VALVES. _________ INSTALLATION/LOCATION COAXIAL GABLE - PER CITY AND GALSEI E . t' 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST 'i ON EACH RrrAZF!5FNTATIVE. t; ``...... . " !BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE -- - � Iv GALSENSE CONTROLLER WIRF AT THE ENCLOSURE. �t ct MODEL NOL PER PLANS INSTALL GALSErLSE ��'` ;`` t:`"•I�I --- - - - - << 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. TP-110 LL- 5. NO SPLICES SHALL BE IN THE CONTROL WIRES MADE BETWEEN 120 VOLT DUPLEX ---� GALSENSE HARNESS CONTROLLER AND REMOTE CONTROL VALVES, UNLESS DIRECT 1 COMMON WIRE ® TO DO 50 BY THE CITY INSPECTOR. L - - DF.�iR 'T DATE APPROVM. crry OUTLET (6FG1) �' b. ANT I ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 0 CONTROL WIRES CITY OF RANCHO CUCAMONGA RESET-_/ (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 5Y5TEM PRIOR TO ACCEPTANCE. CAL51i INSTALL CONDULETTE �. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOG AL CODE. IRRIGATION DETAILS WP E EP' J-BOx WATER FLOW IN W/ DE __ PRE5r�,URE REGULATOR TRACT NO. 13759 FIELD WIRES _ - ►,NATER METERLANDSCAPE AND IRRIGATION - _ --- -- - - - - --- ----�'i MASTER FLOW - -- BACK-FLOW `NNDSCgpF HAVEN AVENUE VALVE 5E1ttaOR Q PREVENT>-R p GALSEN5E TP-1 TRANSIENT OC p } � o�pSSFcG s -- -- F'RC�TEGTION BOARD o III o �, APPROVED BY: DATE _ 9 CrrY EMS Rte 4953 _ - -- -- - - -- - -;. -- -- -- -- - N H ry -i ENCLOSURE MOUNT t� Q- N No LA 2 DEISM PL/wro BYi_ RECOW-4*DED Exp. 9 0/01 pip tih'GI'KA/UEI7S(•NMAN , �P -- --- - --- ASSOCIATES, Inc. LA Me N75 qlF - DRAWN SHEFT T c W L NDS(AF1 ARCH1JLCTURf URE;,AA' DESIGN LAND PLANKING PL_5 oF 365 W ULIfK'RT RG. SUITE r BREI. CA 928?1 7.4/529-1291 I I CONTROLLER ASSEMBLY 12 GOWROLLER INSTALLATION ° RCE NODRAWTY3 NO. -_- 7`13 DATE SEPT. 8 , 1899 FILE NO 89348 --_-- 1486-L - PRO.ECT &-FFT NO. _ 17_- Cf STORM DRAIRC'ROIAID UTILITIES - 'tea y ra r0 4 EXCAVATION FOR MULCH71COMY COMPACTED 15* SM-1 I I FORM TOP OF ROOTBALL TO EXTEND 2' " MIN. I I / �� �� DEpRFyyFD TERIITO BASIN. `� ABOVE FINISH 6RADI< d' oypr SIDEWALK WOOD CHIP MULCH. - TOP OF ROOTBALL TO 4' ORIGINAL GRADE �� NATIVE BACKFILL WITH 7•EO ROCKS so r0ra<W Z, y '? , a Vv -_._ ... -- _-. ..--.-- - E - ---t- EXTEND 2" ABOVE �� _I GREATER THAN 5' DIAMETER. r y y y a J I POLE L. FINISH GRADE _I 10" EXCAVATION AREA ' i o .d o .•, � - � Y COMPACTED IN PLACE TO FORM WATERING BASIN. CB AND UR113 _ _ ---- -III- 2A5 MIN. MIN. \ _ . _ I- Q 4 EXCAVATION FOR MULCH _ i 1- I =- ' MAx. I! ' _ i l IIi 11 i =. 11 I -I '` I I ISI I� 10" EXCAVATION AREA - - - - - - - - - - - - - - - - __ �51II-� f�1111- I1 III-1_i�ll� / ( 13)~YVAL K ROOT BALL J -I 1 1 1 �II-1 I= III_ 5. ISI. �FH DRIVE S L. -, rn� - ROOT BALI QI} I _ I I II - _!F t - _---T _ .. _'_-_ _ _.._._ .� I I- _ ---I --I I I_--- I I I I -I I I- -- 2411 -__ APPROAGH� - J-- c.�0� < -I I �_ I��- _ _ PL/t+NT PIT TO >9E (2) TIMES T+�E \ \ CURB AND 6UfTER - t t 1 - -- - - PLANT PET TO BE (2) TIMES THE IIi ) I I WIDTH OF THE ROOT BALL. i 3` =1 �- I �_ I-�(� -�I I WIDTH OF THE ROOT BALL. -) I I =) I I III=-I 1-III-III=III-I 11- I 1=III- III -I I 1=1 I I_ _- - -- I = I-III- III-III-III--III- I _ - A 7-77777 MIN. MIN. I MI _ III-- ��_(- - -- - --- - - _ --III- I I I -' - -1 I I-1 I I-1 11-1 I I-1 I I- 11 F___l I E --i I I N. N. I STLIRGTURM e _ > VAULT. I 1=1 II 1-11_I--11 -1 I I I I Li --11 F_-1_ -1 I I-1 I I-I 11-�I I-1 I I I I=1 I I--ill 310' (VARIES) �' CITY PLANTINc3 NOTES, CATCH BASIN, TRAN�+FOR EXCAVATION AREA -1 I--��.i I I-_I I - I 1 - 11 1 --11 1= ! 111=11 I__I I I-i 11-1 I _ I I-III__ • 1. TREE SPAGIN6 SHALL CONFORM TO PLANS APPROVED BY THE CITY EN61NEER i-I I i I I- : I- it I PLANTING AREA Ap PLANTINE AREA SIDEWALK AREA FOR GOBBLE HAVEN AVE. NATIVE BAGKE�ILL WITH � I 2 CRITERIA AS PPRTHE O�L�ARE SUB.EGT�LR�R SIGHT ROCKS GREATER THAN 5' UNDISTL�'D NATIVE �501L. DIAMETER. /j/� ij// // // �//// /• - i // /j�ij��� EXCAVATION AREA 5. AT ALL LOCAL R SIDENTIAL/LOGAL RESIDENTIAL INTERSECTIONS PLACE lot FOR GOBBLE APPROXIMATE LOCATION OF PARKWAY TREE AT A MIN. OF 25' FROM SGR OR ECR. UNDISTURSED NATIVE SOIL. 46" DIA. STORM DRAIN PER 4. MAINTAIN 5 FEET FROM CENTER OF TREE= TO EDGE OF ALL CIVIL ENGINEER'S PLANS FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY •, /� yii O"sIED WATER t SEWER LATERAL LIMPS. NOTES: NOTES: \�\� 1. UNTANGLE MATTED ROOTS BY LOOSLNIN6 ALL ROOTS AT EDGE 5. TRETS 54AALL NOT BE LOC.ATM ON PROPERTY LINES. I. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT GRAGK ROOT BALL. b. STREET TRrr-,5 ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 4F ROOT BALL. DO NOT CRACK ROOT BALL. ENSINET'RIN6 DIVISION. SCALE: I/4" = 1"_0" 7. STREET TREES SHALL BE PLANTED AND STAKED A4CORDIN6 TO THE CITY NTS STANDARD PLANS. v N75 N75 S GT I ON A 2 TREE PLACEMENT 5 CONTAINER PLANTING 4 GONTA I N R r- LANTI NG ON SLOr-[:- NOTES: CURD MVRTAl� GOM-ft' / flI\T 3tL UF' SID23'IAJC J N CASE 1 2%I. REMOVE NJR51rRY STAKES • � ) ,� ,�1 , .--� �� �; �- � I ( Y 2. STAKES TO BE PLUMB AND W E PARALLEL. a a I ONE HALF OF SPACING 3. STAKE TRE PERPENDICULAR LIMIT OF PLANTER AREA REOUIREMENT -� ��� ^ TO PREVAILIN6 WIND. `--��•MINIt-Wco ARIPMOW CASE 2 (LLOOCATEPER PLAN) * j W E\ - --- - GOIVGRETE HEADER - I/2' RADIUS TOP TIE TO BE PLACED AS LOW _ COBBLEST EXPOSED EDGES AND FINISH PER PLAN AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD �P I" IN LAWN (NSTAL.L. AT GRADE LEVEL AT SWALE ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH - 2" IN PLANT BED GROy51NE s) BUT NOT SO LOW AS TO LOSE SUPPORT i i= • °It.I 5* �D£QTH AT MAINTRUNK ITS. I _-I-- I _° °_o�� OR ALLOW THE HEAD TO DROP. \J I =` o iF • • BBLE ry � ( FINISH FiRADE (2) SETS OF CINCH TIES GONGREIf B>:D 6 OR 8 w * _ __ 5-1/211 MINIMUM �� 2 SPACED 24 APART ATTACH WITH I III III ( I LODGE GALVANIZED )ES POLES. TO 3" TOP TIE TO DIE PLACM A5 LOW A5 P05515LE ON THE 12" MAXIMUM FTR�VNX T A THE TREE.KIND T An OF STA<1ES DEL.ON CASE 5 6 Z4 6 2DIA LODGE POLE PINE STAKES NOT `50 LOW AS TO LOSE HEAD OF TKE'E WE'D 2" M STOW SNW-E " y MORTARED � ' I- TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, SUPPORT OR ALLOW �- SPECIES GROWTH HA$IT PERk} . - - Icy/ "0 I-_ _., THE HEAD TO DRrJPr-- MAIN TRUNK , -1 " 2' ABOVE FINISH GRADE DRIVE A MIN. Of 6" INTO UN- ° " 40 I I-I I DISTURBED SOIL AND POSITION ffi_ _ a " 11= 4 \ --- (2) SE'T'S OF VW-44 T1E5 SPADED 24 STAKES OUTSIDE ROOTBALL. APART, ATTACH WITH GALVANIZED _41-- ° o, o • Iii T I ° - ORIGINAL GRADE � _ EQU I- °°°__-- 3" BERM TIGHTLY COMPACTED � SC kr-v 1 TO V LOD6)c POLES. I- - RE-BAR GONTIN<IOV�' 4" CONCRETE BEU R>~TI= CURS I_ I I _ IN PLACE TO FORM WATERING 2' DIA. LOD6E POLE PINE STAKES C06131-Es BrwATH COBBL E W� BAR _ _ _ _ (UNLE55 OTHERWISF IN5TR;fT'ED) _ BASIN. LOCATED OUTSIDE OF 12" MAX- WITH WOOD PFS-SFRVATIVE 5TAIK Z PLANT PIT DRIVE A MININVM OF b' INTO d 11-1 I I III uNDISTVKTIMI SOIL AID POSITION NOTE: _I� -', 5TAK OVr51DE ROOT BALL, 0 Z' MIN. / 4' MAX. RAD. CORS i SCITTER I. ALL SHRJBS AND GROUND COVER TO BE PLANTED AT EQUAL - - - N SPACING (TRIAN6iJLAFZ) UNLESS OTHERWISE INDICATED ON I=.III- III=- ARBOR GUARD IN T W AREAS AND EVOTES' I---I _ -III FRONT YARDS. M- 4 4 PLANS: 5 I FOEND FOR SPACING REQUIREMENTS. 1. PROVIDE SCORE JOINTS AT 10'-0" O.G. AND 5/6" EXPANSION NATIVE BACKFILL WITH _ 1 TOP OF ROOTBALL TO EX'T'END 2" 1 " NO ROCKS GREATER ABOVE FINI5H GRADE• JOINTS AT 20-0O.G. -A I I - 1 THAN 3" DIAMETER � _I - 2. WIRE PLANTED ADJACENT TO WALL5, WALK5, GURB5 OR • _ PLANTER 2. 8 WIDE GOIVGRETE HEADER I3E'fWI=EN CITY-MAINTAINED TURF AND - - ROOT BALL Tl�t'LY COMPACTED 5 E9ERM TO FORM AREA - - 51MILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER - I 1 I=1 I WATERING DASIN FOR REC50n TIAL AND SHALL BE PLANTED AT ONE-HALF THE DE516NATED SQAGIN5 COVER AREAS AND BE'TVCrN GIT`(-MAINTAINED TURF AND PLANT PIT TO BE (2)- 1= I I 1 - ) = 6lROLN1:) COVER INSTALLATIONS. LAGATE a PRI VATELY-MAINTAINED AREAS. TIMES THE WIDTH OF /} I=�1 ' OUTSIDE OF PLANT PIT. BERMS IN TURF a FROM SUCH LIMITS. SEE LEGEND FOR SPACING R)+QUIRFMENTS. THE ROOT BALL. -I 11= - I I-_ AREAS TO BE REMOVED PRIOR TO CITY a 5. C ONGR.ET'E TO BE 520-G-2500 MIN. HARD��GAPE 5. SPACING RFQUIRFI- 9 SHALL t50VERN THE FINAL OUANTITIES -III- SIDEWALK OF PLANT MATERIALS. PLANT QUAN(TIES INDICATED ON THE F=1 i I- I I =I I I I I- I -1 11=I I I I I - _--- \ JOIN AT R15HT AN6L..ES (TYP) LEGEND ARE ESTIMATES ONLY. __ _ _ I I I-�I { \/ / \\/ / i 5' MIN. / 4' MAX. RAD. ( II III ,111- 111-IIIl , F-I - 1 CITY OF RANCHO OUCAMONSA PLANTING AND IRRIGATION SPECIFICATIONS 3. The chat shall show the ores controlled by the automatic controller and shall be the maximum 5. PJG solvent-weld lift sine►I be SGhedile 40, II-I NSF ovGd Gonff ormn 5. All splices shall be made Nth Scotch-Lok 0!;"b connector 5eoiirng Packs,Rait*d Snap-Tile G. Coordinate Installation of sprinkler materials irncludIng pie so there shall be no interference with utllitiGs SPRINKLER IRRIE�ATIDN SF'EGIFIGATIONS size which the controller door will allow. procedure P.2466466 � � g to PSTN tCSt PART I - GENERAL wire co mentors., or approved equal. Make Only One splice, with each connP.Gtor Sealing pack. Or Other construction Or difficvU in planting trees, shrubs and ground covers. 4. The chat 15 to be a reduced drawing of the actual Installed system. However, M the event the 101 DESCRIPTION controller sequence Is not I ibis when the drawin is reduced, It shall be enla- to a size that b. Solvent cement and primer for PVC, solvent-weld pipe aid fittings shall be of type and installation e,9 g Sed b. Field splices between the automatic controller and electric control valves will not be allowed D. The Contractor shall carefully check all grades to satisfy hhnself that he may Safely proceed before starting A Scope of Wrk Provide all labor, materials,transportation, and services necessary to furnish and Install will be readable when reduced. methods prescrilned by the manufacturer without prior approval of the Gtty of Rancho Gvcamonga work on the k*igotion system. the Irrigation System os shown on the Drawings and descrbed hoer. 5. The chert shall be a black line or blvethe ozolid print and a different 3.02 PREPARATION 1. All PVC, pipe must beer the a Following mkings K. Au Ktomatic Controller: B. Standards. All work and materials shall comply with governing codes, safety orders, sternderds and indicate the area of coverage for each station. A. Physical layout: rGm gvlations, and meet the minimum requires of the Standard Specify oticxns For Piurlic Nbrks a. Manufacturers name I. Autonotk controlier(s)shall be of size. and shorn on the Drawl I. Prior to Mstallatlon, the Contractor shall size stake out all essure Imes,routing and Construction (Green Books latest edition , 1.02 QUALITY ASSURANCE d REOUIREMENTS 6 VFnGn conplettd and approved,the short shall be hermetically sealed between two pieces of b. Nominal pipe size location of sprinkler heads plastic,each piece being a mInlmam 20 mils. 2. Final location of automatic combroller(s) shall be approved by the Glty of Rancho Gucona^9a. A. Permits Fees The Contractor shall obtain and pay For any and all permits and all observations as c. Schedule or class 2. All layout shall be approved by the City of Rancho Cucamorngo prior to Installation. regvlre� '1. These charts shall be completed and approved prior to the final field observation of the irrigation d. Pressure rating in P.5.1. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power to each automatic controller B. Water B. Manufacturer's Dhections Manufacturers directions and detailed drawings shall be followed in all cases system. C. NSF National Sanitation Foundation) approval {ovation is to be furnished by others. The Thal electrical hook-vp shall be the responsibility of the �Iy where the manufacturers of articles used In this Contract furnish directions covering points not shown h D Operation and Maintenance Manuals: F Date Contactor r of extrusion I. The irrigation system shall be connected to water supply polnt(s)of connection as "toted on the the Drawings and 5peciflcations. Drawings. G. Ordinances and Regulations: All local,rnunVipal cnd state laws,and rules and regulations governing or I. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to b. All Fittings shall bear the manufacturer's name or trademark,material designation,size.applicable L. Electric Control Valves: 2 Connections shall be made at the approximate locations) shown an the Drawings The Contractor completion of construction,two had-cover, three ring binders containing the following I.P.S. schedule and NSF seal of approval. b responsible for minor changes caused by actual site conditions. relating to any portion of this work ore. hereby incorporated Into and made a part of those 5pccifications, I. All electric control valves shall be the same size and tape shown on the Drawings. and their provisions shall be carried out by the Contractor Anything contohed in these Specifkatlons shall Information: C• PVC Non-Pressure ping: G. Electrical Lateral Line PiSupply: not be construed to conflict with any of the above rules, regOotions, or requirements of the some 2. All electric control valves shall have a manual flow ad• tment I. Electrical corrections for aid all automatic controllers shall be made of electrical point(s) of However when these ecfflcations and Drawl toll for o describe matexiols, workmonsh or a. Index sheet whish states Contractor's Wane,address,and telephone num bus p Drawings ip- I. Non-pressure burled lateral IMe piping shall be PVC Schedule 40 with solvent-weld joints when Electr;tfon as connections fated on the aid au construction of a better uati hl r stordci d, or larger size than is required the above rules and fists each installed equipment and materfaf Item Including names and addresses of q hg manufactures local representatives. Installed In planting seas. regulations, the provisions of these Speclficatlons and Drawings shall take precedence 3. Provide and Install one contra) valve box for each electro control valve. b. Catalog and parts sheets on every material and equipment Item Installed under this 2. Non-pressure lateral line piping, under paved areas shall be PYG Schedule 40 with M. Control Valve Boxes 2. Connections shall be made at the approximate location(s) shown on the Drawings The Contractor D. Explaxatlon of Drawings: Contract. solvent welded joints. is responsible for minor changes cause b'1 actuol site conditions c. Guarantee statement gate valvesGar�.,on IndStries �I1110-128 with green bolt- I. Use 10" x IO-3/4" round box for all 3.03 INSTALLATION . I. Due to the Scale of the Drawhngs, it is not possible to indicate all offsets, fitting,sleeves,etc., d. Complete operating and mointernance Instructions on ail major equipment 3. Pipe shall be mode from N5F approved,Type 1,Grade II PJC compound conformnInto A5TM g down cover or approved equal. Extension sleeve shall be PJC wtth minlnurn size of six (b) A Trenching' which may lac required. The Contractor shall corcfulky rrvcstigate tine structural and finished resin I18 specification D4. All pipe must meet requirements set Forth in Federal Specification P5- inch conditions affecting all of his work and pian his work occordMgly, furnished such fittings etc.,as 2 In addition to the above mentioned maintenance manuals,provide the City's maintenance es I Dia trenches straight and support pipe continuously on bottom of trench Lay Alpe to an even 22-10 with an appropriate standard dimension ratio. may be required to meet such conditionsDrawings ore generally diagrammatic and indicative of personnel with Instructions for major equipment and show evldence in writing to the city of 2. lice 11-1/2" x Ib" x 11"rectangular box for all electric control valves. Carson Industries s 1414- grade. Trenching excavation shall follow layout Indicated on the Drawings and as noted the work to be installed The work shall be Instolled In such a m riser as to ovoid conflicts Rancho Cucomongo at the conclusion of the project that this service,has been rendered 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.0IB), all requirements for non-orssu"e 128 with green bolt-down cover or approved equal between the irrigation system, planting and architectural Fester es lateral IIne pipe and fittings shall be the same as for solvent-weld pressure main Ilene pipe and 2 Provide for a minimum of twenty-four (24) Inches cover for all irrigation lines Instolled under E. Eau�ment to be Furnished: 3. Use b" dlarneter x b-3/4' deep round plastic valve box For ail quick coupling valves. Carson g r 2. All work tailed for on the Drawings by notes or details such be furnished and Installed whether or fittings as set forth In section 2.018 of tpavin he Spcclfications. Industries 0 608-12 with green Flex-lock cover a approved equal. or hodscaping not specifically mentioned in the specifications I. Supply as a part of this contract the following tools: D 3. Provide for a minium of twenty-four(24)Inches cover for off pressure supply Imes of three (3) Brass Pipe and Fittings: 4. Use 4-I/2' x Ib' x II"rectangular box for all electric control valves Installed within on-exade ir,chGs or larger in diameter. 3. The Contractor shall not willfully install the Irrigation system as shown on the Drawings when it b a Two (2) sets of special tools requfrod For removing, clsossenbling and adjusting each landscaped seas Carson Industries 0 14111-12B with green belt-dorm cover or approved equal. I. Where indicated on the Drew use red brass screwed conform to Federal tf 4. Provide for a minimum of ek3htoen (Ib) inches cover for oIf pressure supply lines of two and one obvious in the field that obstructions,grade differences,o discrepancies in area dimensions exist type of sprinkler and valve supplied on this project. ing` p in9 � kot"om 5. Use 10" x 10-1/4'rand box For all quick coupling valves installed wfU* on-Strvcture landscaped half (2 1/2') inches or smaller that might not hove leen considered in engineering Such obstructions or 0fercnces should be b. Two (2) Fovr-foot valve keus for operation of gate votves ow-P-351. areas Corson Industries No 410-128 with green bolt-down cover or approved equal brought to the attention of the Clty of Rancho Cuconongo. In the event this notification is not c. Two (2) keys For each automatic controller. 5. Provide for a minlmtm of twelve (12) inches For all non-pressure lines. performed, the Contractor shall assure full responsibility for any revision necessary. d. One (1)quick coupler key and matching hose swivel for every five (3)or fraction thereof N Sprinkler Heads: of Gash type of quick coupling valve Installed. 2. Fittings shall be ming red brass conforto Federal Specification #W-P 460 b. Provide for a min" cover of eighteen (18,) Inches for all control wiring. 1.03 SUBMITTALS I. All sprinkler heads shall be of the same size,type,and deliver the same rate of precipitation with 1. Refer to City 5tondcr-d 120 "Trench Repair" when wlthim City streets susceptible to traffic loads A. Material list: 2. The above mentioned equipmernt shall be turned over to the City at the conclusion of the project. E. �r Pipe end Fitt�` Before, the diameter (or radius) of throw,pressure,and discharge as shown on tine Drawings andJor final observation can occur,evidence that the City has received material must be shown to B. Backfilling: I. The Contractor shall furnish the articles,equipment,mctGriofs.or processes Spccff"iad by mane in the Gity of Rancho Cucamonga 1. Pipe: Tre K,hard tempered. specifled In these special provisions I. The trenches shall not b e backfilled until ail required tests are performed. Trenches shall be the Drawings and Specifications. No substitution will kx allowed without prior writt.�n approval 2. 5pr heads shall have a screw adjustment. y approved for bockfilli consist of earth, carefuli backfilled with the excavated materials rig, Mg by the Gitj of Rancho Cucamonga 1.04 PRODUCT DELIVERY 5TORAGE AND HANDLING 2. Fittings. wrought copper,solder joint type � loam,sandy clay, sand, or other approved materials, free From large clods of earth or stones. 3 Riser units shall be fabricated M accordance with the details shown on the draw Backfill shall be mechanicals 2 Complete material list shall be submitted prior to performing any work. Material list shall Include A. Handling of PVG pipe and fittings The Contractor is cautioned to exercise care In hardfi g, loading, i^9s y compacted in landscaped areas to a dry density equal to adjacent 3 Joints shall be, soldered with silver solder,4555 silver, 1555 copper, Ib�zinc, 24575 cadmium, undisturbed soil In planting areas Backfill will conform to adjacent grades without dips,sunken the manufacturer model number• and description of all materials and equipment to b>e used. unloading, and storing PVC, pipe and fittings All PVC pipe shall be transported In a vehicle which allows fir• 4 Riser nipples for all sprInklor hoods shall be the same size as the riser opening In the sprinkler areas,humps or other surface irregularities. Although manufacturer rind other information may be different the, following rs a guide to proper the IGngth of pipe to ile flat so as not to subject it to under bending or a concentrated external load ataxy solldvS at 1128,and Ilgvtdrs at 1145 svt-mittal Format point. Array section damaged of pipe that has been dented or will be discarded,and if installed, shalt be F. 2. A fine granula-material backfill will be hitioli laced on all lines. No foreign matter larger than replaced with new piping. 6ateValves: 5 All sprinkler heads of the sane type shall be the same manufacturer one-half (1/2) inch in size will be. permitted in the initial backfill. I Item No Description Manufacturer Mode! No I 1.05 50135TITUTION5 I. Ball Valves (1 1/2" and smaller) 0. sleeving: 3. Flooding of trenches will be permitted only with approval of the city of Rancho Cucamonga 1 I Backflow Preventer Febco 825-Y-A A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on a. Ball valves shall be a 125 b SW bronze valve with threaded ends and shall be equipped Slee under herdsaUpG or paved eas for maMilne, laterof Imes or control win shall be 4. if settlement occurs and subsequent adjustments In pipe,valves,sprinkler heads lawn, p 2 Automatic Controller Golsense ETI-24-DR the DroH" and Specfficattons,he may do so by providing the following information to the City of 1. 3 Master Valve Superior 3100 RCY Rancho Guaanonga for approval, with a stainless steel handle Schedule 40 PVL or approved equal other construction are necessary, the Contractor shall make oil required adjustments wltF�dut cost 4 Etc. Etc. Etc. b. Ball valves shall be Ntbco T- 585-10-66 or approved equal, to the Gity P. Vandal Resistant Gorntrotler Enclosure: I. Provide a statement Indicat the reason for mak the substitution. Use a seperate sheet of c. All Ball valves shall be Installed detoll_ G. Trenching and Backfill Under Paving: Irrigation submittal must be specific and comF,lete. All items must by listed end should Include In9 Ing Per solvent,primer,wire, connectors,valve, boxes,etc. No coples of manufacturer's literature paper for eoch Item to be submitted. L Controller enclosure shall be of size and shown on the Irrigation Draw. and Irrigation� 9� � i9 I. Trenches located undo,-areas where paving,asphaltic concrete, or concrete will be Ins substituted be (catalog cuts) ar e required as submittal information. 2. Provide descriptive, catalog literature,performance charts and flow charts for each item to be. 2. Rosi lent Wedge bate Valve (2"acid larger) Detail sheet. be backfilled with scud (a layer four (4) inches below the Alpe aid six (6) Inches ave, the pipe)3. Equipment or materials installed or furnished without prior approval of the City of Rancho a. Rcsilicrt Wedge bate valves shall be epoxy coated and tgvtppcd with a 2'operating nut. 2. A backboard shall be, secured to the, controller enclosure housing to provide a base for mounting and compacted in layers to 15% compaction,using manual or mechanical tamping devices 3. Provide the amount of cost Savin If the substituted Item M approved. Trenches for piping shall be compacted to ea,ual the compaction of the existing adjacent Gucamongo may be rejected and the Contractor may be required to remove such materials from 9s apPn' b. Resltient Wedge Gate valves shall be No. 403 RT-RW as supplied Watts or eves the automatic Sprinkler controller and terminal stn pP �J aper strip undisturbed soil and shall be eft In a firm uxyfelding condltlon. All trenches shall be left flush the site at his own expense with the adjoining B. The City of Rancho Cucamonga shall have the sole responsbtllty in accepting or rejecting any submittal equal. 3. A IP1 volt duplex box shall be provided with on On/Off swItch, and a Iii volt receptacle, Instal � �ade The Contractor shall set in p lace, � and pressure test all piping under 4. Approval of any item. alternative or substitute indicates only that the product or products �' 05 an approved equal to the equipment and materials listed on the Drawings and Specifications G. All Resilient Wedge bate valves shall be Metalled per detail. conduit shall run from the 111 volt supply to the controller housing All power within the housing paving prior to the paving work. Quik shall be properly phased. 2. Generally, piping under existing walks Is done by jacking,baring,or hydraulic driving,but where arent meet requirements of the Drawings and Specifications on the basis of the 106 6UARANi11'EE 6. ik Coupling Valves: away cutting or breaking of sidewalks and/or concrete Is necessary, it shall be done and replaced by Information or samples submitted 4. A terminal strip shall be provided,clearly hncflcutkng the proper points of connection of all the Contractor as a pat of the Contract cost. Permission to cut or break Sidewalks and/or concrete A. The guarantee For the irrigation system shall be made In accordance with the attached form. The General I. Quick coupling valves shall have a brass,two-piece body designed for working pressure of i50 5. Manufacturer's warranties shall not relieve the Contractor of his Itobliity under the guaantee. conditions and 5vpplementay Conditions of these 5peciflcotions shall be filed with the City prior to P.5.1. appropriate wiring (station valves,master volve, conyon• central control). shall be obtained from the City of Rancho cucamengo. No hydraulic driving will tae permitted under concrete ov' Such warranties shall only supplement the guarantee. acceptance of the Yrigat(on system. P K'g $. A of the Guarantee form shall be included In the, atiois and maintenance manual. 2. Wck coupling valve shall be operable with a quick coupler key. Key size and type Shall be as Q,, Miscellaneous Irrigation Equ�ment: 3. Refer to CIty Standard 120 'Trench Repair"whom within City streets Susceptible to traffic loads B. RECORD DRAWtf�,: � operations shown on the Drawings D. Assemblies I. The Contractor shall provide and keep up-to-date a complete record set of blueline ozolid prints C. The guarantee form shall be retyped onto the Contractor's letterhead and shall contain the following H. Backflow Prevention Units: 1. Refer to the Irrigation Plan for sizes and types of miscelirneous Irrkgatiom equipment. 1. Routing of Sprinkler irrigation IMGs as Indicated on the Drowings is dbgrarrnatic Install limes which shall be corrected daily, showing every change from the original Prow" and Information. 2. All miscellaneous Irr)gation Ggukpment shall be as specHled or approved equal. (and various assemblies) In such a manner as to conform with the details in the Drawings. 5pecificcrtions and the exact Installed locations, sizes, and kinds of equipment. Prints for this I. Backflow prevention unit shall be of size and type Indicated on the irrigation drawings. Install purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall 6UARANTEE FOR IRRIGATION 5Y57EM backflow prevention units In accordance with the Drowfngs. 2. Install NO multiple assemblies in plastic lines. Provide each ossGmbiy ft Its own outlet. be kept on the site and shall be used only as a record set. PART 3 - E)TGUTION Pie hereby guarantee that the irrigation system we have furnished and Installed is free from defects In materials and 2. Wye Strainers at backflow prevention units shall hove a bronzed screwed boy with 60 mesh morel 3. install oil assemblies specified herein M accordance with respective detail. M absence of detail 2. The Contractor shall make neat and legible notation on the record drawing progress sheets dally workmanship,and the work has been completed In accordance, with the Drowings and 5pecif{cctiore, ordinary wear 3.01 OB5ERVATiON OF SITE Chin iONS drawings or Specifications pertaining to specific Items requred to complete work, perform Such screen and shall be similar to Bailey k100B or approved equal a5 the work proceeds,showing the work as actually Installed. For exampleunusual . should a piece of and tea', abuse, or neglect excepted. WG agree to repair or replace o any defects In materia( workmanship A. All scaled dimer>SiornS are approxlrnate. The Contractor shall check and verify all size dimensions and work in accordance with best standard practice with prior approval of City of Rork,-ho Cucamonga, equmen ipt be Installed in a location that does not match the pian, the Controctor must Indicote that which may develop during the period of one year from date of acceptance and also to repair or replace any damoge, 3. All pressure main line piping between the point of c nnection and the backflow preventer shall be receive approval from the C,ity of Rancho Cucamonga prior to proceeding with work vnder this section. 4• PVC pipe and Fittings shall be thoroughly cleaned of dirt,dust,and moisture before Installation. equipment has been relocated in a graphic mcanner so as to match the orlghal symbols as indicated resulting from the repairing or replacing of such defects at no additional costs to the City We shall make such Installed as required by loco' code. The, Contractor shall verify with the locaf governing body as to Installation and solvent welding methods shall be as recommended N the pipe and fitting in the irrigation legend The relocot�d equipment and dimensions will then be transferred to the evenrepot o replacements within a reasonable tame,as determined by the na after receipt of written notice. In the material type and installation procedures prior to start of construction, Submit shop droHing For B. Exercise extreme care h excovo rig and Harking near existing utilities The contractor shall be manvFocturer. original record draw Mg plan at the proper throe. event of our (allure to make such repairs or replacerncnts within a reasonable time after receipt of written notice from the (,Ity, we aphorize the G' to proceed to have said repairs or re locornents made at our ex and we approval responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities y City Pr p Pence 5. on PVC to metal corrections,the Contractor shall work the metal connections first. Teflon e 3. Before the dote of the final observation,the Contractor shalt transfer oil Information from the Hill the costs and charges therefore on demand drawings For existing utility locationsP � g � or approved equal, shall be used on all ttrecrded f'JG to PVC, aid on all threaded PVC, to metal "record drawho' prints to a sepia lar or similes m la material. Arran ments Shall be mace 1. Check Valves "� y � joints Light wrench pressure in all that is rGgvlred l^Fnere threaded PVG connections are through the city for obtaining sold sepia mylor or similar myloe material. All wok shall be In PRO.FCT TRACT#157511 LAND5GAPE MAINTENANCE DISTRICT NO. I r ulred,use threaded PVG adapters Into which the a neer be, solvent welded. _-. _ _-.-- - -- __._-- -- I. Swing check valves 2"and smaller shoo be, 200 pound W.O.G. bronze construction with °'g pip waterproof Indio ink and applied to the mylo by a technical pen made expressly for use on myla material. Such per shall be similar to those manufactured by R ipndogroph, Kueffel t Esser, or LOCATION: 5.E. CORNER OF LA VINE t HAVEN IN RANCHO GUCAMONGA replaceable composition,neoprene,or ribber disc and shall meet or exceed Federal Specification Faber Castell. The dimensions shall be made as to be egslly readable even on the Final controller Wt^I-V--510, Glass A, Type IV chart(see Section C). The original myla 'record drawing'plan shod be submitted to the tatty of 5164ED: Rancho Cucamonga for approval prior to the completion of the controller chart. 2. Ant}-droll vales shall be of heavy duty virgin PJC construction with F.I.P.thread inlet and 4. The Contractor shall dimension From two (2) permanent points of reference., Such as building ADDRESSM: outlet. Internal pats shall be stainless steel and neoprene. Ant!-dram valve shall be field corners,sidewalk edges,road Intersection,etc.,the location of the followYo Items: adjustable against drawovt from 5 to 40 feet of head. Anti-drain valve shall be Similar to the PHONE_- DATE OF ACCEPTANCE: Volcon 'ADV' or approved equal a. Connection to existing water lines. b. Correction to existing electrical power. PART 2 - PRODUGT5 J. Control Wiring: c. 60te valves. 1. Except as noted otherwise,connections between the automatic corttroliers and the electric control d. Routing of sprinkler pressure IInes(dknensiom max. 100'along rovtIng). 2.01 MATERIALS valves shall be made with direct bursal copper wire AW-U.F. 600 volt. Control wiring Installed e. Sprinkler control valves DE TM Ae ��ABf/l�ta MY A. 6enerAl: Use only new materials of brands and types noted on drawings, specified hereto, or approved in control wire consult within structure shall be made with AWG-TW solid copper wire Plot •+�'+� �•v �T ��►h?M\ DATE ��,. f. Routing of control warIng and locations of all splice boxes. _ . Quick coupling valves equals wires shall be a different color wire For each ovtonatfc controller. Common wires shall be white g. B. PJC Pressure Main Line Pi with a different color stripe For each automatic controller. Install in accordance. with valve CITY OF RANCHO CUCAMONGA h. Stub--outs for Putu-e connections. pe and Fittings: p I, Other related equipment as directed by the C,itu of Rancho Cuca",90 manufacturer's speciflcotlors and wire chart In no case shall wire size be less than #14 5 On or before the date of the finol field observation,the Contractor shall deliver the corrected and 1. Pressure main line piping for sizes 2" and larger shall be PJC, Class 313. 2. or shall nesthe sane trench and shall be installed aloin the same route as pressureSupplyIRRIGATION SPFC[FICATIONS completed sepias to the City of Rancho Cucamonga Delivery of the sepias will not relieve the 2. Glass 315 pipe shall be, made from an NSF approved Type I,Garde I,PVC,compound conforming � occupy g } n or latera' lines wherever possible GOntractor of the responsikitlity of Furnishing required InForrnatlon that. neer be omitted nom the to ASTM resin specification D1184. All pope must meet requirements as. set forth in Federal prints Specification PS-22-10, with on appropriate standard dimension (51).R) (solvent-weld Pipes TRACT NO. 13759 3. Were one h hmore than (1)wire is placed a trench,the wiring shall be tapod together at Intervals G. Controller Charts: 3 Pressure main fine piping for sizes 1-I/2" and smelter shall be PVC Schedule 40 with solvent of fifteen (15) feet. LANDSCAPE AND IRRIGATION I. As-buifts srawings shall be cppr^aved by the City of Rancho Gucamnaa obefore cartb^oIIGr charts welded joints 4. An expansion curl shall be, provided within three (3} feet of each wire connection. Expansion curl `PNDSCAP HAVEN AVENUE � ore prepared shall be, of sufficient length at crash splice connection at each electrlc control valve,so that in case ��' �pS J. 4. 5chadule 40 pipe shall be made from N5F approved Type I,Grade I PVC,compound conforming of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. `'� h� y APPROVED BY: r DATE' - 2 Provide one controller chart For tach controller seouemce. to ASTM resin specification D1185 All pipe must meet requirements as set forth in Federal Control wires shall be laid looselu in trench without stress or stretching wire conductors ,y � CITY ENGPIFTR RCE 4853 cc Specftotion PS-21-T0. No. CITY PLAN PF"ARM - FEOOA�.� Exp _ ;30/0 `[ PJD SE,G URA/DEUTSCHMAN ASSOCIATESDRAWN , Inc. sHFFT 9� OF CPQ-* PML LANDSCAPE k"ITECTURE URMN DESIGN' LAND PLONiNG -7 S - - - _ - - -------- 365 M' .,1,uRER* RU SURf F 8RE4. CI 9182; 714/529-'291 - --- - � - CWCKED RCE NO DRAWL NO. TJ9 DATE SEPT. 8 , 1899 ME NO 9934R 1486-L PROXCT S!SET NO. / OF E Line Cleorarxe. 1. Coverage test - 4b hours PART 2 -EXEC)MON I. All lines shall have a mwnxr clearance of she(b) Inches from each other and twelve 02) inches - E Sizes of Plants-Shall be as stated on the flan. Container stock(I- Ilon, Ilon,and ilon)shall 1.02 Fertilizers: 8. F'nal observation -1 2.01 Protection: 9a 5'9'a � have been own in containers for at least one (I) but not over two (2) ars. A. Comnerclal fertilizers with an analysis of 5-3-I-6ro-Power Plus, and 12-b-6 Gro-Power Controlled From lines of Other trades. with the exception of the Control wire sleeve(s) which shall be Installed gr y�r, ye, Ke all lamt material delivered to site in a heal condition for lant . Plants shall not be allowed to out. F. Substitutions - Substitutions for indicated last material will be permitted provided `fie substitute materials Release Nitrogen,as designated bre6n,or approved substftute as rcgvired by the Agronomic soils report. adjacent to pressure supply Ilr�e. Parallel lines shall not be installed dlrectiy over one another. B. � observations have been conducted other than the G of Rancho show evidence in P P k'9 p perm 3-� �y �� Avaflcable From Gro Power ,4,2q) 3q, 144. writ►n of when and whom these observations were made. Bare root stock shaft be separated and heeled-in, in most earth or other suitable material until planting Balled and are approved in advance by the City,and ere made at no additional cost to the City. Except for authorized F. Autocratic Controller Assembly g bu-Icpped plants shall have, root boll covered with molst sawdvst, wood chips or other suitable material until voriotkms, all substitute plant materials shall conform to the regvirements of these specifications B. Ammonium Sulfate: 6ranvla Form containing riot less than 21% nitrogen and 24% sulfur and sha11 be • land registered as on agricultural miner; with the 5tote D a'tment of Agriculture in compliance with Article 2 - Install as per manufacturer's instructlorn. Remote control valves shall be conrncctcd to controller In G. No site observations WIII commence without As-Built record drawings The contractor shall not call for planting. 6. Plants Not Approved- Plants not approved are to be removed from site irtxncdiateiyy and replaced with 'Fertiilzer Materials," Section 1030 of the AgricultvrgePCode a site visit without 'As-Bvitt' record drawi>cgs,without Completing previously noted corrections, or without svttgble plants The City reserves the right to reject entire lots of plants represented by defected samples. 1.03 6eneral: numerical sequence as shown on the Drawings preparing the system for said visit. 2.02 Instollat(on: H Maintenance shall start immedlatel after landscape Irrigation and last Stake all trees as per details Immediately after p!orttina to prevent wind damage. y � plating. 6- High Voltage Wiing for Automatic Controller: CONCRETE SPECIFICATIONS Maintain ail plants cid planted areas on a continuous basis as they are Installed during the progress of the work,and Detailed layout of plant. within the planting areas shall be performed by Contractor and approved by the Landscape i. Plant trees that are to to located in lawn a ground cover areas after finish grades arc first estcbitsbd and P P �p � I. 120 volt power connectlonto the outomotk controller shall be provided by the Contractor. PART ICE► AL Architect and City prior to picnt!ng allow at least 1 coiendor dad prior to installation of sold !owns or grand cover to provide for thorough continue to mointoir them until ;root occe cG of total project. lace any dead or dying plants as directed by the wattrng of trees. All planting bolts shall be, excavated as defined on appropriate details Landscape Architect and Glty represen t;ve. 1.01 Description A. Irrl ion: Operate it ation tem on an established program to maintain all plants and planted areas in a 2 All electrical Work shall conform to local Godes,ordinances, and union authorlties having Soil excavated From planting holes shall be amended to backfill aroud trees and shrubs using the Following 4.03 Soil Amero1hents. jurisdiction. For concrete kmfgrmatign refer t0 the Standard Specifications for Public hbrks construction (Green Book: Edition mixture hew thy condition. IrrIgo ion system run-off shall be kept to a minimum Damage to Irrkgoton system Soil amendments shall be as recommended In the Agronomic soils r resulting From maintenance and a vipment and/or maintenance rsornel, sholrb restored to its original per the City of Rancho Cucamonga) Refer to Sections 4,201, 303,and 400,as wet, as any other sections related to Native, On-Stte Soil with rock no eater than 3" in diameterpe the Installation, r and post Installation of concrete work,materials, labor,and clean . The Standard condition at no cost to the City allure of any part of the be oc ion system sing!! be brought r the attention yy Gpairs Othner ,m emergency repairs sinal! be acGCXn[>i9 led Without writti.,n pGrmi951an H Remote Control Valves: Gro Power Plus,5-3-I 15 Ibs!uy 4.04 Trees Stokes fof ItIre rom the tGi �r � Specifications for Public Works Construction is available from: Iron Sulfate 2 Ibs/c ty y Tree stokes shall be, lodge pole pine tree stakes. Sec tree staking dGtahi on plans for further information. I Install where shown on the Drawings inhere grouped together,allow at least twelve (12) Inches BI Building News B Weed Control: Keep all planted Crews free of weeds and debris by cultivating areas at Intervals not to (To be used For bidding purposes only,verify with Agronomic Soils Test) PART 5 - 6ROUND COVER AWBEDUINS PLANTS exceed 10 calendar between adjacent valve boxes Install each remote contra! valve In a separate valve box. 3055 Overland Avenue Sys Los Angeles,GA 40034 After backfilling, construct a 3" earthen berm to Form watering basin around each plant, to allow thorough water-in 5.01 Scope of Work: The Contractor may elect to remove such concentrations of weeds mo%olly or by on approved herbicide L Flushing of 5ustem: (310) 202-1115 and establishment. program. Provide all materials and equipment and perform all work necessary for and Inclde+ntal to installing all ground cover G. Pest Control: Spray off plants and planted areas at beo"Img of mahntGrtiance procrarn and as may become 1.02 Scope Prior to Installation of turf and ground cover remove water basins from around trees and shrubs Berms In turf areas and bedding Plants, cr shown on pians,as reasonably Implied, or delineated in the specifications. necessary thereafter by an approved method of pest cortroF to keep all plants and planted areas free of 1. After all new sprinkler pipe tiles and risers ore in place and corrected,all necessary diversion � insects and disease. trod shall be reviewed by the Gfty prior to only applicotlons. Pest Control shall work has been completed, and prior to installation of sprinkler heads, the control valves shall to F-vrnlsh cid install all concrete work complete os Indicated on the draw" or as specified, Includim ng,but not to be removed prior to City acceptance. 5.02 Bedding Plants 1nclude6opher control limited to the following: D. Pruning: Prune ail plants as designated and directed L.andsc Architect,at start of maintenance ned and full head of water used to flush out the system. � Perennials and Annuals Provide hea contaIner tants from a r zed and of the les and Ing P �n by � oPG ys PART- - SOIL PREPARATION AND FINISH GRADING �a"n P spec om end connive to prune ants as directed or as may become necessary until the end of the A. Fvrnlsh and set all refiforctng steel,bolts, and anchors. variety showy! on plans. pr� x P 2. Sprinkler bads shall be installed only after flushing of the system has been accompilshed to the main nonce program. 3.01 of Work: 5.03 6rownd Dover: Remove trash weekly E axed cover to keep m bounds and trim growth as necessary to achieve B. Install all Items required by other trades whoFn are to be cast into concrete. Scope complete satisfaction of the city of Rancho Cucamonga. y � gr P � �P gr �'y A. Provide all materials and pment,and arm all work maces for And IncldentAl to the sol) and overall even onvaoromce. Exterminate gophers and motes;repair damage. J. Sprinkler gads C. Concrete mow strips,footings For walls, fencing,posts,benches,etc., where applicable. �, P Ground Cover: Provide g"ound cover of the species shown on pins Ground cover shall be estcbllslim and well FART 5 - ACCEPTANCE OF PROJECT Preparation and finish grading of all planting and lawn areas as shown on plans as reasonably implied, or rooted in Flats or similar contorers I. Install the sprinkler heads as designated on the Drawings Sprinkler heads to be Installed In this 1.03 Protection as delineated im the specifications 5.04 Mulch ` JI General: work shall be equtvolent in all respects to those Itemized. All finished concrete work shalt be barricaded to pedestrian traffic for three (3) days. Barricade shall be placed B. Furnishing,placement and grading,of topsoll For backfilling of planters if required. W& Shall be of compacted wood chip filer. ICompletion of installation, a molntenrnce period of a minimum of 180 days for ail landscaped cress is required prior to Imediately after concrete Finishing. Contractor shall furnish,place, axed remove ail of his own borrlodes. Contractor final acceptance of the work by the Uty. The Commenement date for the mofntencnce period shall commence upon written 2. Spacing of heads shall not exceed the maximum Indicated on the Drawings. In no case shall the shall be responsible for any damage to new construction and replacement or repair of the work shall be made G. Cleaning and finish grading of planters areas and planting seas. 5.05 Coordination: approval for ail phases of plant installation by the City Public Works Inspector Maintenance period shall be adequate to verify plant characteristics and es ab+ishment. spacing exceed the maximum rccommcndcd by the manufgctuncr without added cost to the City. 3.02 Topsoil; A. Do not have plants delivered to the job site until site conditions are ready For planting. If plantings ��_���FGGGct the establishment pei'iW f!rstafter all plant" have been delayed, keep plant roots moist and place in a sheltered location protected from the sum, wind and other A. Two tions shatl be made 3.04 1.04 Glean-up damaging elements compie ly Installed in order to approve the beginning of tip estohllshmGnt period, and the second at the TE�1P^RARY AIRS A. Existing on-site lolls listed as 'acceptable under 'Site Grading speciflcotlon. - end of the establishment period, If plant"- ere not acceptable at the erd of the 160 day period, due to The City reserves the r to make or repairs a5 nGcess to ice the Inkier tem in Upon completion of all concrete work and before final acceptance,the Contractor shall remove all tools, surplus B. 5011 preparation and fine gradi shall be completed and trees end shrubs installed prior to bedding plants defective maintenance then continue GStabii5!rncnt until ani work meets with the Specification,, and Can be taint temp ay ep ay p spy system equipment B Topsoil imported to site for use as Fill,backfill in planters and mounding,shall be sandy textured Silt plus and ground cover planting approved. roil condition, The exercise of this right the GI shall nOt relleve the Contractor of his rC orslb11ft1es materials, apparatus, debris, eta from the site and the site shall be IGFt in A Glean,neat candltiOn aGreptablC to the a content of this soil shall be no eater than 15% weight. The boron content of this soil shall be no � � � � � � Gltu � g � �' 5.06 Installation: B At termination of estahlishmcnt period all plat material sfna!I be live,healthy, nxidamogGd and fret o eater than I art per million as measured on the saturation extract. The sodium absorption ratio (5AR) infestation. Inferior plantings shall be replaced and brought to a satisfactor condition fore final under .he terms of the guarantee as herein specified. 9r P P p' gs ep y �e shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance. samples of the Plant ground cover and bedding plants In moist soil and space as Indicated on plans. acceptance of work will be made. All areas shall be rico ly raked and free of weeds 3.05 EXiSTiN6 TRE e- PLANTING SPECIFICATIONS Imported soil shall be submitted to an agronomic soils testing loborotorg, approved by the project Landi5c Architect For analysis for to use. Result of test to be delivered to Ci For oval Soil Each plant shall be ilCd es with its proportionate amount n soli m o to minimize root disturbance. 5011 moisture l^hGre It Is necessary to excavate adjacent to existing trees,the Contractor shall use all possible core to avoid injnxmy PART I - GENERAL � � Pr r'g � `� shall fx such that coif docs not crurinblc when removing plants from container to trees and tree roots. Excavation in areas where two (2) Inch and larger roots occur shall be done by hand. All test to include analysis and recommendations. roots two (2.) inches and lager m diameter, except directly In the path of pipe or conduit,shall be tunneled under and 1,01 of Work: Regrade plaster seas after planting, to restore smooth finish grade and to Insure proper surface dna A 4" layer shall be heavilywr SGC>f7e 3.03 Soil Amendments of mulch matcroi shall be spread over the entire planter area after grade is estobil-had. Watering shall gin opped with burlap to prevent scarring or excessive crying. *ere a ditching machine is run close inrne-diately after mulching (Grading shall accommodate the muichl to trees having roots smaller then two (2) inches in diameter the wall of the trench adjacent to the tree shall be hand Contractor shall provide all moterlols,labor and equipment Incidental to and necessary for completing all work,as All soil anendmnents shall be as "e-Ifled in the Agronomic Sultabtilty/Ferttllty soils report fumtshed by the trimmed making clean cuts through. Roots one (1) Inch and lager In diameter shall be pointed with two coats of Indicated on the drawings,as reasonably implied, or as delineated in the Specification as follows. Contractor 5,01 Protection Tree Seal,or equal. Trenches adjacent to tree shovld be closed within twenty-four (24,1 hours;and where this is not Erect temporary fencing or barriers to protect planted aeos From damage prior to finot acceptance. Bible the side of the trench adjacent to the tree shall be ke t shaded with burl or canvas. 3.04 5011 Preparation: possible p ap 1.02 standards: All work on irigation system shall be complete ad Inspected for recommended approval and,fine grading PART b - WEED ABATEMENT 3.06 FIELD QUALITY CONTROL All work and materials shalt comply with governing codes, safety orders,standards,and regulations,and meet the completed,prior to rototllling and prior to soil amendment work. 6.01 scope of Work: A Adjustment of the System. minimum requirements of the 5tcndord Specifications For Public Works Construction (6reen Book) latest edition. Provide all material,equlpmait,and labor necessary to perform ail work as indicated on plan, as reasonabfy AFter rough grades have been established,prepare all lawn and planting cream by tilling or cross ripping to a depth of irplied, and as defineoted in the specificatiore I. The Contractor shall flush and adjust ail sprinkler heads for opt"performance and to prevent 1.03 Qua12". All rock and debris more than 2" In diameter shall be removed from the site,except for areas that ere to belity Assurance: 602 Quality Assurance: sodded, in which all rock and debris more than 1" in dlometer shall be removed,ovcrspray onto walks. roadways, and buildings as much as possible A. The Applicator of Qil weed control materials shall be licensed by the State of Galifornla as o Pest Control A. All Contractors performing Site Development work must be licensed in accordance with the lases of the Operator and a Pest Gontrol Advisor in addition to any subcontractor licenses that ere required. Apply ,spread, and rototll In all soil amendments as recommended to a depth of b'. Water sea thoroughly after 2 if it is determined that adjustments in the irigotlon eguipmert will provide proper and more State of Golifornio rototilling is complete Incorporate evenly into the top 4" to b' the following for each 1,000 square feet of planting B. Ail materials and methods must conform to Federal State and Local Regulations. adequate coverage, the Contractor shot! make such adjustments prior to planting. Adjustments m also Include changes !n nozzle sizes and ccs of arc Cas re Ired area: may � � B. Contractor shall provide fire Landsrcpe Architect and the City with a list of Subcontractors and Material Suppliers expected to be employed during the course of construction. 4 able yards OF nttrolized Redwood or Fir shaving or equal. 6.03 Submittal: 3. Lowering ralsed sprinkler heads by the Contractor shall be accomplished within days after 00)daafter 200 lbs,of Gro-Power or approved equal. Prior to the instollotfon of any weed control materials,the Landscape Contractor shall submit to the Landscape notificationthe by Gi The dove soft GOrditionirn0 ere minimi qualities only and should be used only for bidding purpose,because soil Architect/G a list of the weed control materials and quantities r acre intended for use in controlling the weed G. Contractor shall obtain and keep in forgo Public Liability and Property Damage Insurance,during entire, � !ty qu pe conditions may change drastically from the time these speclfV.ations Were developed to the time the actual soil t s prevalent and expected on the site,as Iled the Pest Control Advisor. Pest Control Advisor shall furnish 4 .AII sprinkler bads shall be, set perpendicular to finished grades unless OthnerwtsG deSlgnated on time course of the Construction Contract. The amount of Insurance shall be determined by Glty. ape Pr Drawln conditioning take place Therefore the If shall obtain his own soils analysis at a rate of one per every the Larndccape Contractor crud Landscape Arch1, ct Gi�y dc�a t0 demonstrate the GOmpat�b ifGy of the Need 9` 25,000 square Feet of planted area These. soil tests shall be, conducted by on approved Agronomic soils testing 6 04 control motertols and methods with the intended planting and seed varieties present 5. Rain Bird EFB-GP-PR5 valves will be set per mawfactvrers specfffcatior so $at each lateral D. Prior to stent of site development work the Contractor shalt notify the Landscape Architect and City to give laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the RespotsFbllity and Coordination operates at design pressure starting and completion dotes Contractor Shall Qi50 Supply the Land5capC Architect and Gity with the Pre-construction job conference A Landscape Contractor is responsible for the erectieXn of all 5 and barriers required t0 event intrusion name and telephone number of the person in charge of the work. e5P°"s � qv pr B. Testing of Irrigation System3.05 Finish Gradtnng, into the treated areas and to notify the pLA011c 1.04 Responsibilities and Goordmatlon: B. NO material or methods shall affect the kidscape Flecking or hyd'oseed germination. NO material or method shall render the job slte. unvsoble for more the i6 from dote of Ilcation. I. The Contractor shall request the presence of the G' of Rancho Cucamon nn writf at least 48 After rototilling operations arc complete, grade areas to establish finish grades for planting. All flow Imes shall be 6.05 g � lar A. Permits: The Contractor shall obtain and pay for all permits card Inspections required by governing maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. Non-Selective HvtIcides hours in advance of testing. authorities for the work to be performed A. Landscape Contractor is responsible for the erection of oil signs and barriers required to prevent intrusion Finish grading shall leave surface of the smoothground uniformly sooth and free of olnzWt grade change into the treated areas and to notify the public. �. Test all pressure pries under hydrostastl pressure of 150 pounds per square Inch and prove B. Existing Conditions: The Contractor shall verify all conditions and dimensions shorn on the pians at the B_ No material or methods shall affect the landscape plant* or hydroseed germhotion. No material or watertight 3.06 C,00rdinatlon: method shall render the site unusable for more than !O from date of I site pyla to commencement of army work under this contract. The Contractor shall verify the location and 6.05 Jam' day` application. depth of all underground utilities prior to start of work. Weed abatement work shall be coordinated with the Installation of the Irrigation tem rototili end soli Non-Selecttve Herbicides: Note Testing of pressure main lines shalt ocux prior to Instollatlor of the electric control Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control amendment work, and plant. (5--e Weed Abatement section) i valves. C. Temporary Lltittties The Contractor shall apply for and pay all cost incurred for all temporary utilities Advisor, 3. All Ina under ed seas shall be tested under hydrostatic assure of 150 pounds a such m water,electrical ower and s as required him For the construction of the project. Te Or PART 4 - TREE5 AND SHRI65 6.06 Selective Herbicides p� p sgvar p Selective pre-curer t herbicides ble with seed mixtures (as recomimnerded tip Pest control Advisor) inch and proven watertight prior to poving. services shall be coordinated with the city and other contractors on the job site 9G11 com>R�at by 401 Scope of i^lork: 6.01 Weed Eradication: 4. Sustain pressure in lines for not less than six (6)hours. If leaks develop,replace joints and repeat D. Survey,Reference Points,and Elevations: The Contractor is respanible for establishing all surveys, Provide all material,equlpment,and labor necessary to Install all trees cid shrubs as shown on plans, as reasonably If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the planting meas will require test until entire. system is proven watertight. reference points and elevations required by him,and shown on plans for proper execution of site implied and as delineated In the specifications. control prior to removal,spray these areas per Pest Control Advisor's recd m,endotions construction. A. Prior to the installation of the Irrigation system remove and clear all weeds and deleterious materials from 5. AII hydrostatic tests shall be made only in the presence of the General Contractor end the tatty of 4.02 Products plorntho, areas. Rancho Cucamonga. No pipe shall be backfilled until it has been observed,tested,and approved E. TraPfIG: The Contractor is r Ible for all traffic, barriers and detours required him for the A. Nomenclature -Plant names Indicated on the drawings conform the 'Stoidard Plant Names"established by Pons temporary �' by Allow herbicide to kill all weeds Rake or hoe off all dead weeds to o depth of f" - 2"below the surface of In writing. construction of the project. All temporary traffic barriers and detours shall conform to all conditions the American Joint Committee on Horticulture. Except for names covered therein,the established custom the soil PhyslCally remove all weeds from the site requfred by the City or governing authorities of the nursery is Followed. 6. Furnish necessary force poop and all other test cgvtpmncnt. B. Condition - Plants shall be symmetrical, typical for variety and species,said,healthy,vigorous,free from 1.05 Defective and Unduthortzed Work: lot disease, Insect pests, a their eggs,and shall have healthy,normal roots stems,Nell-fill" their PART T- LANDSCAPE MAINTENANCE 1. /^hen the rrigotlon system s completed,perform o coverage test in the vresence of the fifty of container,buynot to t Int of beho moot bound. Plants shall be uned at an fine,and in no case Rancho Gua to determine if the water cover For lana areas is complete od All work which is determined by inspection to be defective In its construction or deficient In any of the requirements P° Pr 1.01 Scope of Work: ar1Or'9° age planting amp shall trees be topped. Provide ani materials, labor end of the plans and specifications,shall be remedied or removed, and replaced by the Contractor at his own expense in a opment necessary for,Or i►Udental to.performing ail maintenance requirements adequate Fvrnish all materials and perform all work required to correct any Inadequacies of a manner acceptable to the Landscape Architect and City G. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture prattles as reasonably implied a as delineated in the specifications including, but not limited�o the FolloNing- coverage due to deviations from the Drawings,or where the system has beer willfully installed as and shall le of the size and caliper normally associated with the contoiner size specified on plans Removal Maintain all plants and planted areas 1.06 Inspections of all tags, labels, nursery stokes and ties From all plant moteriol prohibited All the approval of the Landscape Keep planted areas free of weeds and debrls. indicated on the Drcawings when it is obviously Inodegvote without bringing this to the attention Prune frees and shrubs The Contractor shall arrange for ispectiors by notifyfng the Landscape Architect,tatty cid governing authorities, Architect or Uty, Fertilized all plants and planted areas. of the C14 of Rancho Gucermonga This test shall be accomplished before any ground cover is 24 hours prior to time of inspection,unless otherwise noted Inspections shall be as listed below, but riot D All plant material delivered to the site showing signs of damage or disease or is Insufficient in size to can Irrigation. plated necessarily in this order Only the Inspection pertaining to the project scope of Work will apply• out the intent of the planting plan will not excepted and will be replaced at Contractor's expense. Insecticide spraying. 8. Upon completion of each phase of work,the entire system shall be tested and adlusted to meet site Ravens 611adN Drain Lines and Gatch Basins. requirements Irrigations (male line pressure,coverage t system operators test). 3.01 MAINTENANCE Soil Preparation and Finish 6rodirg. Plant Material (delivery d Placement). Substantia! Completion Inspection (at completion of landscape Improvements) -1 Days. A The entre Irrigation system shall be under full automatic operation for a period of seven (1) days prior to Final Irr4->e-tion (after maintenance period) -l days army Plating. The contractor shall arrange a Preconstruction job conference with the Landscape Architect and Gtty a minimum of B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. seven (1) days prior to the begirming work. 1.01 6Vanantles: 3,08 GLEAN-UP Glean-up shall be made as each portion of work progresses Refuse and excess dirt shall be removed from the stte, A. Plant Materials: All trees,shrubs,ground cover;tzddhg plants and lawn shall be guaranteed from date of all walks and paving shall be bloomed or washed down and any damage sustoined on the work of others shall be Final acceptance of orldm,.pe construction for periods as follows: CITY repaired to its original condition Trees 24" box t !anger I year Trees 15 god it smaller ! yea D�� OF ��� _ DATE �� Shrubs All sizes 120 days CITY OF RANCHO CUCAMONOA 3.001 FINAL SITE OBER SVATION ANC PRIOR TO ACCEPTANCE Ground Cover 120 days Seddhna Plant 120 days A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga at the of final Lawn (sad) 120 days observation. A,ny itcm+s deemed not arcceptatnle by the City of Rancho Cucamonga shall be reworked to the Lawn(seed,) 120 days from first mowing PLANTING I CONCRETE SPECIFICATIONS sottsl`oction of the City df Roncfn0uc Cucamonga. 5uorantees begin acceptance by the project acceptaby City and at the end of the I80-day maintenance period. Landscape Contractor shall replace and plant all materials which have died withln the time spm stated above, at no cost and within 5 days from receiving written notice, from the Landscape Architect or City if dead material is not TRACT NO. 13759 B The Gontrxtor shall show evidence to the City of Rancho Gucamongo that the City has received all replaced and planted within the 5 day period,Glty may replace dead material with new material and charge the . Landscape Contractor for all expenses Incurred LANDSCAPE AND IRRIGATION cYriSaaries. ',�mari5 recall d^awinos and equipment as reovied afore °inol site ob�ervatbr can occur. Landscape C B Gonstrructlon Materials The contractor shall guarantee all workmanship and materials for all site �p,NOSCgp HAVEN AVENUE '310 51TF OBSERVATION 5GHEL'ULF development, for o period of one year from date of final acceptance of project. O F I.OS Material and Labor Releases: J. SIC �Cn - A The Contractor shall be responsible for notifying the City of Rancho Cucamongo In advance For the Upon completion of the work the Contractor shall present to the City,signed cmles of all labor and materials a i � G�9 � APPRO VM BY. DATE: (5 '� Fol!oWino observation meetings ocgordiroa to the time, indicoted releases for ail work performed under Site Development C� C" EWVWM RCE' 4953 ' b C 1.01 Disposal and Clem - - -- --------------- Ce I. Pre-Job, -1ays dp°sq �' No. _.L A 28 DE" PLAN KEPoll BY: (-, F1E0r#&4F1l - - 2 Remove all waste materials (Including excavated material classified as unacceptable soil material), trash and debris /30 0I 9e" ng y -P g Exp. -� PJD .SEGURA/DE1 TSCHMAN Pressure 1 line Installation - 24 hours of the work remove surplus materials from the site and leove emises In a neat and clean condition ------ - 3. Lateral Iin and sprinkler installation - 24 hours remove or Or debris and riots From the lsan� completion ofowor leaQnnq the on Con neat anile lean and STy/ �P DRAWN 1A- - -" ASSOCIATES, IIIC. 8 T surplusup - tx 4. Automatic controller Installation - 24 hours The site shall be cleaned upon the request of the Inspector. F COOF P� LANDSCAPE ARCHITECTURE UR&tN DESIGN LAND ?CANNING ■ -8 oF 8 5. Control wirernstollation - 24 hours __-_ _ _- 565 A LAMBERT Rb SUITE I BR£A, CA 92821 7f4%529-1291 -. _------ -- CHECKFn RCE. NO DRAWM NO. b Pressure supply !fine and lateral the testing - 48 hours Tis DATE SEPT. 8 19W FLE NO 9934R W6-L _- PROJECT SHEET NO. - �,Q OF -