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6r_IE E 7 OF= A co N CV cn S N N ca m DE 0PrR/0V1TR A N__ CA ARC R1 A I N %��_ f=f;;�STfG�E ►� 353 GONGOLIfi�S S�'_ SUf"1" 310 ON74RIO, CA 91 04 H AA fr zfN) T PMT2002-034,17 L I ufN R C� FAX ( 909 ) 581-1845 � AT7N: JOANIE 1*41AIDF,�ID ' RANCI-1_111�,O GUCAMvONC��A, C A 2001=00772 -,,f LAND.'�,CAPE I MA��NTFN�,�FNCFr, Nio, 1 VICRZITY MAP GFNFRkt. NOTES SIFT ! " X SHALL BE BROUGHT TO THE ATTENTION OF THE �� C I\ I I CN 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-1 I 17L F SH E 7 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD f - J� (� FLAN f� 1� I L t4 //FNGf t� �( 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 - 3 11Q1;;� IGAT I ON PLAN DAMAGE INSURANCE AS REQUIRED BY LAW. 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT i` I ON DETAILS - IIA I 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. j j i 4 1 L L � 1 j D EFE �� 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-5 TIRE E f L AN - RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. - 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L —� �U3/C'OUNI�GOVi fi �1�1 HAVE BEEN APPROVED BY THE CITY ENGINEER. } B. 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 L-7 e PE G I F I G A I IONS PL AN WIDE FLAT AREA AT THE TOE OF SLOPE. 5 I rE9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L - 8 ePEEc IF I CAT I ON5 PL AN m ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF -OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 0N 74VE GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER / COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. \ 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12' CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY -MAINTAINED TURF AND CITY -MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY -MAINTAINED TURF AND ANY PRIVATE -MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY -MAINTAINED G.C. AND ANY PRIVATE -MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS N . I-}- _5. 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. VAIN"T 'NA CE RESPONSIBILITY PAP 14. PUBLICLY -MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. '�` reOk UL ■ AINTS * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL 501E AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. �NC� INS � �� f� j'''� jj�� j� jj jj � �NI� SGt-4�� �FRCT-T I �� G� LMD AF FA * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. HALL 4 FORE?' IAN, INC RHA LANDSCAPE ARCHITECTS HILLSIDE ROAD 1152 NORTH 1„1OUNTAIN AVE, SUITE 100 PLANNERS, INC_ 6" e 1xxj 0, UPLAND, CA 91-186 (90c3) 4a4-'30'30 3612 1"1I551ON INN AVE. R I VER51 DE, CA e2501 O P.C. N 2 PUN 1 P.E Of0.5 P.C. V3.0 7 lf . PLLAir � PUN 1 PUN ! 4 if OF Cp, LAtD SCAPE 0,UANTITIFS j- 3jg P.C. 905.0 LPUN 7 ALT j 1g1>Z H � I HAVEN AVENU " PP1i,,','l° TOTAL ACRES IN ROW: 0.28 ACRE C C� A 1� P.E. .° - _-- -- , PUNT ALT P.E. ow.° - ''� TOTAL SQUARE FOOTAGE: 12,395 SQUARE FEET O P.F. 8810 PUN i PUN' 6 ' ' > : TOTAL TRAIL AREA: 1,585 SQUARE FEET TOTAL TRAIL FENCING: 602 LINEAR FEET TOTAL HARDSCAPE AROUND EXISTINIG 11REE5:426 SQ. FT. /^1 �,' v� �. DESCRIPTION OF REVISION DATE CITY APPROVED: f --. P.C. 086.0 I+ PUN TOTAL NON -TURA LANDSCAPE AREA: 3,492 SQ. FT. TOTAL DECOMPOSED GRANITE AREA: %123 SQ. FT. / D CITY OF RANCHO C U CA M 0 N GA PREMIERE �t AME S5 �I A v E N G E S T I ALT t TOTAL SPRUBS 5' SIZE: 218S -- 5 CAL. RHAP4IOLEPIS NDICA BALLERINA' INDIAN WAUJTHORN GAL. MYOPOFZUM PARYIFOLIUM- MYOPO2UM-- 301 - 5 GAL. NAN INA OM ST I CA 'NANA' - DWARF NAND INA — H J � - --� TOTAL STREET TREES BY SIZE 4 - 15 AL. MAGNOLIA G. 'ST. MAR`"S' - SOUTHN MAGNOLIA TOTAL EXISTING TREES 6 - EXISTING CALOCEDRUS DECURiZ;_=N5 TO REMAIN - INCENSE CEDAR TRACT #10246 RANGf"tO GUGAMONGA I'I - ',1�v1 �' TITLE SHEET y — C . APPROVED f3Y: ' ; DATE:L.l�,�.L. CITY ENGINEER � y� (�(� RCE: 24953 ,Ld � Ld P.F. wo.0 PLAN, 8 9 PEaw.° Pte. ° !T _ �- �,�,1-(c.{.�1 PLAN s PL"' I j I P.E. 375.0 PUN I ALT � s DESIGN � � .- ;. Y, 3812 MISSION WN AVE RIVERSIDE. CALff ORNIA ' I� RECOMMEED DRAWN SHEF� ""1 s s (909) 7819250/ —1930 1� 1512 - 8 OF - - - ----- --�_ _.. _- ----- -- - - =_ _-- FAX 0 888 8091 (99)886-8091 CNECr(EJ G,4 R.LA. N0. 151? 01/14/03 DRAWIN4 NO. Q� O- DATE FILE NO v 6r_IE E 7 OF= A co N CV cn S N N ca m I 1 I 1 ID 1 2411 3011 I 48" 24" 1 somom MATCHLINE A -A 1921. MATCHL INE A -A it 1 48" Ii 3011 if II ! • 3-`�• it .IT , i Ili I I I I I 1 \ v 4 I 4511 �Ir3011 2411 • I t I - � 11 i• • . II I1 - 11 I I I ' I h 3011 .1 I I h I 4811 1 �1 3011 �1 I 2411 11 I tet• . I i - I I I a 11 I I 79� 'Al )i 1 0 0 a II U/0 76 • •� II • .� it 11 I 1 3011 • • • ji i� I I I' I I jI I; II I • • •.1 II I I `9G 2 411 •1 II 3011 �j 4811 I •i L 11 1 li 3011 X -j jj i 2411 70.3 1 7.•1 :7� II • I I 11 1 �1 l 1' 4811 I QI -------- -- --T ' 311 I i If _RSA _ _ w a II f FIAT SM U' RB IgRFAtt CO011I'f+ aN`_ CAM 1 CU `max .. ' . 4 . h rstsrun aaNcaE?E IIED uro-:TatiuTli maa;:sTae CASE 2 (JXXrE PM P_" - MIIC SOL WPM AT EDGE OF 0000.E eE� CASE 3�'-- r MAX MORTARED STGFFE SWIF MA9.ESrD1E 4- clam LOIIQ c am ONL1e,E CURSREMAIN cR'lir.r r/j3 akR cum III! Gurrm `2' WIN. / 41 NAT(. RAT. AREA SOFwtALK Ii1R>S JON AT RIGHT ANCILM CM.) S' MIN. / 4' NAM. W. 6• PCC MGM' CURB PER CITY STC, 5a4 MOM: 1. ism sO`F's. urif7S mRmw F,TE17rTm*ma or 6ouix-Rm wtc YO• - rti Yo- bOaT..FSIYN4L, wi 1r - UNL r wTm ow nff sloe L swmm sitki HAY 1/3 E]wmrwr. coi awe RAVE J/7 awaiiiFlrr S ALL ol- ETwuw sra,A< 94-1 9E nl3ED serH OA•s V woRrAR. 1 PART DII/OR TO 7-1/2 PAR-. SM:^.. 20M PS PORRIN7 CEWM7 CDMCRrT- t141 'Dill'-P1.Y 6 AL10ei 4. A SWRI AREA. Mrs 40 So. FT., S -AI BE A°nWD BY THC flit' MiMN TO W:H REwlilw Rou WORK S MLA_ KI W,, POS^xn f#' AU ROrIG M er APPRr V ED 9Y T1,1E THE CITY RC7'EL•iDR. 4 Raf7fS SHF.1 9E SIYY7T, 1100-0f.D AND nU OF CBJ _T0WTF DGS: Oi R4RD.-'s AND IX_=l-k' 'RON 00K7Ln L 7. Cp:CL It CLASS ST'S D- 7.5M. c iY Oh' RANCHO Ct;r{YAQM3ay�cAy, CALIFORNIA�t� m M.+:;,: J�n 11Y• A�1`� ,r"., VA VP,4,A GR kill p S'� COT,R J Z�Tfig°q k 501-0 e r a N Eu DA -S- err,: STAF ✓." Sjl. %0 WIP13 cola-rrecToN FENCE / WALL LEGEND 5YM50L DESCRIPTION DETAIL/SHEET I40BOULDER, SIZES PER PLAN DETAIL 542/ THIS SHEET RIVER ROCK ON SAND DETAIL 'B'/ THiS SHEET I ° 5' FROM TRUNIG OF EXISTING I TREES -••-••-••-••- f PVC RAIL DETAIL 1002-A, 1010-A/ THIS SHEET CONCRETE HEADER, DETAIL 1002-A, 1010-A, 534/ THIS SHEET I 6'I WIDE TYPICAL NOTE i THE ARBORIST REPORT PRODUCED BY JiM BORER (CERTiFiED ARBORIST 04'36) CONFIRMS A TRUNK DIAMETER THAT MAY NOT I REQUIRE ANY BREAK5 IN THE CONSTRUCTION OF THE PVC RAIL. ANY INTERRUPTIONS TO THE FENCE WILL BE DUE TO THE I DISCOVERY OF ANY LARGE DIAMETER ROOTS BENEATH THE SURFACE OF THE EXISTING FINISH GRADE. I NOTE: I REFER TO CiVIL ENGINEER'S PLANS FOR WALL AND FENCE I INFORMATION. TRAIL LEGEND 1 5`r1" -150L DESCRIPTION REE' iARK5 DECOMPOSED GRANITE DETAIL 1002-A, 1010-A/ THIS SHEET =7 _ - TRAIL WiTH STABILIZER 581 SQ. FEET EE STEP THROUGH ------ (PER WILLIE VALBUENA, -T- CITY OF RANCHO CUCAI" iONGA) 20' DEDICATION -DECORATIVE BLOCK WALL PVC FENCE PER STD. DWG. 1010 CONCRETE HEADER - 4" DECOMPOSED GRANITE - BOULDER (LOCATE PER PLAN) /--COBBLESTONE M TR% MICE E10 POST PER STD. DWG. 1010 1' i2WNIM AT 46 C%`ICP.ETE F0011G CLASS SOD -C-2500 STEP THROUGH CLEAR PINE POST i WTM CtROMATED ARSEW,TE PER 204-2.2 SOK) SET IN COiiCRM IISH i f VERTiCAL GRADE The faitowing grooms ,Incl be observed! 0.-5% optimum 10% maldmum for dFstanes cOve, 500 fast. 1, ", mcxlmum far distnnccea limited to 500 feet or tele. 20% moxiinum permitted only in extreme cafes and for short dlstonces under 100 feet, and only in caves where no vehicle ccc,.!5 is to b6 a)Tm ell, , 2. CROSS SECifON: 2-4R optimum, 6% maximum In approved location only. 3. DRAINAGE. Were troll grodlent exceeds 47, water burs, splash curbs or other diversionary devices may be required. Lccotio,h of droinoge devices to be reviewed and approved by the Trois Advisory Committee. Oecc h poeed granite stabilizer shall be used. Stobli2er shall be from Gal Moterials, Inc. or owoved awd. 4. SIDE SLOPE CUTS and FILL 2:1 maximum; 2% moxinnum betwem curb and trail. 5:1 max. turf ds 3,1 mox. shrubs/ground Dover behind trail. Occasional slope vw;ot*,ms w9 be considered an a case by ease basis and will require opp,ovol by the City Engineer, 5. SURFACING: Trall nrrfaoe shot be stabilized decomposed granite with 4 inch mInTmum base. Ramcve rocks and debris and 91 surface smooth. Stobilized d.g. is ovoroble from Call iAaterlol9 (809) 279-7095 a approved eq,r+valent SiobDlzer organic bider shall be Y+corporoted with granite tines by the use of o pug mill to Insure proper ratio of stat4lizer to granite lines. For each 2 rift, evenly spread the materna over the area, gge�ode and smooth. Thorough water entire aeo to enaura that the sntlre depth ie motet. Ran the area with 1000-3000 %% of walght Prior to use allow the finished surface euffcient time to dry On the ends to which the water drains. bold uD the cor+pGcted d.g. to a finished suface of 1/4'-1/2' above concrete curb, allowing the water to drain over concrete curb into odjocent planting area. 6. CLEARANCE: All trees Owl molntcln a 10 foot mirrtrcvim alearanca. Adequate s4ght distance to be mointorned at all into -vection and drive approaches. Fence line doh and 10 feet bock of the B.C.R. or E.C.R. in 20 foot easements. In renalter easements, determ?nation should be made ease by ease. Furca rine shcl' and 5 feet book from the top of the M- at drive approaches. Adequate occess to ut➢ties should be maintained. Fence line shell and 2 feet to either side of fire hydrml and 1 foot to either slide of any street Rot or utlity pole. 7. FLOOD and DRAINAGE CHANNEL. CROSTNG fRnere trail must cross neRM ng or proposed drainage channels, the continuity of the trail shall be, molnietne by the construction of an apprepriote crossing such at bridges, romp ways, culvert etc. Wood or transverse medium bron• finish cone eta shall be used o prevent slipping (no metal surfoces pe mittad). Nowturol streombed eroscings should be left as natural as po"Ne. 6. TRAIL ENTRANCE: Troll entrances atoll be designed to provide for ew"Han, pedesirion/hlchg use and shall diaoov,oge motor vehicle and motorcycle acceea. e1RSept Local Feeder Trails shall provide one or mere means of unobstrucLad vehicular access for servica vehicles. Aces locations subject to approval by the Trails AdAsory Committee. Refer to standard drawings for barriers and signs. Were these Is no i barrier, the trail should be posted. 10. CONCRETE APRONS: For drive approaches at bull entrances or at drainogs crosektgs, concrete aprons sho9 be a tronsmse "medium broom' finish. J 11. CONCRETE HEADER: Snail be 6 Inch oancrete header between the asphalt service foal' and the equestrian troll surfoce Asphalt must have adequate structural section N built by the deve'oper. j 12. SPCCIAL NOTES: Most Regrond Trans follow existing or planned good control facilities constructed by the San Bernardino County Flood Control District and Army Caps of h: Engineers Therefore, any construction within their rights-of-way requires review and 1� approval by those agencies and Is tub*t to their standards and prAcles. tN; 13. l.andsems orecs which would be othen^se droin to trap sholl be rwquked to of collect/dla7vae of water through area drains. }�'._ j+ ` a CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRA" IF,: .__..._.__. COA'1MLT 1�h Tr1 �" TR�'SIL: STANDARD PLAN rAPMJVEa FY. STamAM new DETAIL 1007/THIS SHEET PASS --THROUGH DETAIL 1007-H 'TRAIL NOTES 1001 WIM ENC11.FER DATE USC WITH STANDARn SPWFICATIORS FOR MUG WORKS CORS7RUCTION SHEET 1 OF 1 CITY ENGINEER w_ , R.C.E : pATEI USC wmI Sr.AFraAIrJ SPCC'�FIGrIDNS POR PVM.1C WORKS OONSTRtKT1ON S/QT t or 1 R.C.E.--- I _ TRAIL 1 PARKWAY _ 8' L STREET PLANTER AREA CZURB AND GUTTER 3-1�2" MINIMUM CONCRETE BED A. BOULDER DETAIL Jim Borer, Certified Arborist #496 Specimen tree preservation, conservation, and analysis November 11, 2002 Mr. Camilo Arellano RHA Telefax: This page only Re: Follow Up To Premier Homes Arborist Report Havencrest Tract # 10246 Rancho Cucamonga, Ca. i� Dear Mr. Arellano, lam writing at this time as a follow up to our telephone conversation regarding the tree preservation project at the above reference location. Based upon my June 2002 site inspection and subsequent Arborist Report regarding the specimen Calocedrus decurrens at the above referenced location I have the following recommendations and observations. The trees are growing and performing quite typically well for their species in an un -irrigated setting. I recommend that no irrigation be installed that would over -spray onto the trunks, root crowns, or within 5 feet of the same. Likewise no grading should occur that would change the grade levelwithin this area or that would leave the root crowns as low spots that could accumulate water and initiate root rot. If irrigation is required for landscape plantings near the trees bubblers or drippers would be most ideal. No irrigation is required for the Calocedrus themselves. If irrigation, as recommended above, is installed near the trees then their would be some benefit to the trees. Your concept of using cobble or some other sort of decorative rock surface in the area adjacent to the root crowns is advisable. An alternative to the cobble would be decomposed granite or organic compost. Please call me if you have any questions or if I may provide additional clarification. Yours tinily, Tim Borer Certified Arborist 9496 Po Box 1803, Rancho Cucamonga, Ca. 91729-1803 Phone 909/217-1525 Fax 909/948-8882 TYPICAL SECTION 20' DEDt-cm Q DECORA71VE BLOCK wALI PVC FENCE --� PER STD. DWG. 1010 CONCRETE HEADER - 4' DECOMPOSED GRAN E- IFILANTER AREA CURB AND CUTTER PLAN VIEW (REAR -ON) Incl( WALL ------_.____.--.__-- 6' CONCRETE HEADER N TRAIL N 6• CURB STREET PVC FEN, PER SPD. DWG, 1010 PARKWAY 1. L LOOD WC Al"M (9111 ME "M"MAND mewm aIril a"W S APHmMPJ iK TW Ort' AL L AnhROYM STRi TIEF.S PlA':ES] PER CITY 5113. Debt Sas a TIDOC PtAH13 Ali POD,?"", 4. TIWL SUi IS 0310o5ED OF 4. 018nUMMM WWWrC CWW OMM Yo fro PUCE7rr COMPACTION AND TRFATtD IM A Sar'. STAS'ITIER L PIAN VIEW TYrli OF REAR-Oi SEE SM DWG 1065 FOR FROW-ON NO fDE-01. L SEE TIML NOBS SM 1001. CITY OF RANCHO CUCAMONGA, CALIFORNIA An, _D 31Y 20' CO M T TRAIL rrA�r.D 1002-A Or- ,"W,'�. was,:, tom. t KY. SHM 1 OF 1 EXISTING TREES 20• DEDICATION -DECORATIVE BLOCK WALL PVC FENCE -� PER STD. DWG. 1010 CONCRETE HEADER - 4" DECOMPOSED GRANITE - 2% ---- 5'V Pte PM fLAL DDS TO W Gaff m ON Noels sic Pic va l PVC ma POST fAP IIOUN t 111011cm EVE% POS': Maw WITH MM GLUE 1 R POST 2'Y6' PVC 11AL T Miss PIMP FOR 911ro TN. li N 1 I TRAIL RAILS 917411 BE tIMWM ON IML SIDE OF POSTS ti l CCNCREiF MrADM PER STD. In sa4. FORM cm 51 Z144' DICD10"OSM MM 2- �TM�`I' PJRY":, tOC^Tti, I NOTES: I. MU Stunt wn&W DX LY r x r. L LVW TIM POC POST AND AL PC Mm LOWED POST SW:1 YEA„7RE DV-7LY 5' 1 5'. At CWIN= OF DPttT'trU't OR DTD POPS LAE 3. RL FD•'CE wIMK %#,I CW;r OF IWX JI M0- wovftD M W rain, Ill W14--im j EMIRL fo vai;,N PoC rh A W OF 8% TPJ! 7. STA,1U'SS SrM SOR M5 9vA1 Bin USED FOR Tt W3N)hr THC PRODLCT. YFMRCrb Alk'_ F FROM FENCF aWITP,LI" al COLNTF'r ESWE FWt OR Alwol,.n ALTET INC 6 RA^.5 ALU H4'E 11P0 REFS ADN, TW Will! I I 4. FM r1TM&L SiNLL BE LV RESSTA\? A10 LFNDTII OF 1HE 4it.7M7 Fit AMD SIFINCRL N: WME h =A 1. TRAAS ON OfRiTS RFaxlFtf %TCtiI DFS*N. _CITY OF RANCHO CUCAMONGA, CALIFORNIA APrRD%'M BY; j COMMUNITY TRAIL: TmDk:D hm -�_ PVC 2 -RAIL FFNCF 1010-A Cnr rNGh6E.R DAml USS W" STAN.Alla SPrOrcAT"j MR P,&X WORKS CONS*R IMON flILV 1 Or 1 RCE LESTONE kN D TRAIL 12 PARKWAY 8 STREET PLANTER AREA CURB AND GUTTER L3. MINIMUM SAND BED UNDERNEATH COBBLESTONE B. GOBBLE DETAIL (UNDER EXISTING TREES) 40' 60' 77--7 1" IN LAWN 6. OR 6• EE NOTE ILII JIEDI TI I t CONCRETE HEADER - 11r RADRIS EXPOSED EDGES AND FINISH PER PLAN (INSTALL AT GRADE LEVEL AT SWALE ROSSiNGS) FINISH GRADE 3 RE-EIAR C0NTTNL10U5 UNLESS OTHERWISE INSTRUCTED) NOTES: 1. PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/9• DMK19 ON JOINTS AT 20'-0' O.C. 2. 6• WIDE CONCRETE HEADER BETWEEN CiTY-MAINTAINED TURF AND GROUND COVER AREAS AND BETWEEN CrrY-MAINTAINED TURF AND PRrVATIY-MAINTAINED AREAS, 3. CONCRETE TO BE 52D -C-2500 MIN. CITY OF RANCHO CUCAMONGA, CALIFORNIA AF -ZNI D 9Y- S1 AHDAim PIAN CONCR"I RRAAT1RR 634 Cut DC.TMI4 LAT usE wml stmvin aCCY'1GT10Ff5 roR rustic w PKt DON- _vTm _ SHIM 1 IF 1 _ OF- t� CV I EV. 11316 TG Ev. leoe Td 3 '126,sQFT. I wig NOTE: 11/211 SLEEVES REQUIRED AT EAST SIDE OF LIGHT POLES FOR IRRIGATION LATERAL LINES. REFER TO M.E. NOLLI<AMF'ER AND ASSOCIATED ELECTRICAL ENGINEER PLAN FOR METERED ENCLOSURE LOCATION. XERISCAPE ASSESSMENT SYSTEM SUMMARY MATC�4L. INE A - A I 1 --.�------- ELEV. 18-10 Ti 41 0 SQFT. Points * REFER TO SHEET L-6 FOR LANDSCAPE COMPONENT II. IRRIGATION [Point Value] Claimed OF XERISCAPE ASSESSMENT. Low gallonage irrigation system [20] 20 Automatic controller [20] 20 * REFER TO SHEETS L-5 & L-6 FOR PLANTING PLANS AND DETAILS. Designed to water plants by watering needs [10] 10 Soil moisture sensors [10] 0 Rain sensors [5] 5 Wind sensors [5] 5 Sensitive to slope factors [5] 0 Reclaimed or recycled water [5] 0 Total Points Claimed: 60 [Minimum Points Required: 60] SrRINKLER LEIGEND SYMBOL 1" tANLIFACTURE"ODEL " NOZZLE RAD. Psi FLOW (GPM) DETAIL NOTES Q 111411 511/ L-3 (1) AND GROUNDCOVER AREAS SHR J5 HI -PDP SPRAY HEADS p RAINBIRD 1812-SAM-PR5-10 Q/H 1 10' 1 20 1 33 522 / L-4 1 b5 ® I I 'G' / L-5 520 / L-4 (2) EQU I FMENT LEGEND SYMBOL MANUFACTURER/I" "DEL 0 SIZE DETAIL NOTES STRUCTURE OR IRRIGATION WATER METER 111 PER CCWD (1) BACKFLOW PREVENTER-FEP-C-0 825- YA 125 IN GUARDSHACK C65-1 1-800-266-5411 111411 511/ L-3 (1) AND GROUNDCOVER AREAS NIBCO T-585-10-66 SERIES BALL VALVE 11/211 518 / L-4 (1) © CALSENSE ET2000-8-LRARR W/ TPI, TPI10, AND LR DOME IN STRONG BOX ENCLOSURE 0 55-2455/120 VOLT 8 ST 522 / L-4 ® RAINBIRD EFS -PRS -D REMOTE CONTROL VALVE PER PLAN 520 / L-4 (2) 33 DNP QUICK RAINBIRD 33DNP QUICK COUPLER 150,O.0 MAXSHEET 535 IS ® FLOW SENSOR - CALSENSE FM -1B PER PLAN 520 / L-4 (2) ® MASTER VALVE - SUPERIOR 3100 N/O ELECTRIC DIAPHRAGM GLOBE VALVE PER PLAN 520 / L-4 STAINLESS STEEL SCH. 40 PVC MAINLINE - 1811 MIN. COVER 11/211 532 / L-4 (2,3) SCH. 40 PVC NON -PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 532 / L-4 (2,3) — _ SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 24" MIN, COVER 2X PIPE 533 / L-4 - NOT SHOWN LF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT - 1811 MIN. COVER 12/14 GA (1) ALL PIPE AND RELATED FITTINGS BETWEEN WATER METER AND BACKFLOW SHALL BE PER CCWD STANDARDS. (2) ALL IRRIGATION SYSTEM PIPING AND RELATED EQUIPMENT SHOWN ARE DIAGRAMATIC ONLY AND ARE TO BE INSTALLED A MINIMUM OF 5' FROM ALL FOUNDATIONS AND BUILDING PADS. (3) ALL MAINLINE TEES AND W'S ARE TO BE SCH 40 PVC. (4) PRE56URE MAINLINE PIPE SHALL BE PVC CLASS 315 FOR PIPE 2" AND LARGER, AND PVC SCHEDULE 40 FOR PIPE 1-1/2" AND SMALLER ALL NON -PRESSURE LATERALS SHALL BE SCHEDULE 40 PVC. SUR!=ACE PIPE IS NOT PER*''IT ED PLASTIC VALVE BOX 8 COVER: RANCHO CUCAMONGA, CALIFORNIA STRUCTURE OR ETCHED '0C' (CARSON OR EQUAL) QUICK COUPLING VALVE WITHIN VALVE HARDSCAPtNG AT GRADE IN LAWN AREAS BOX - FOR NON -TURF AREAS X ABOVE GRADE IN SHRUB d' MIN. AND GROUNDCOVER AREAS 18' MAX DATE USE WRH STMIDPP.D SPcCIFICATMIS FOR PUBLIC WORKS CONSTFLCTION SHEET 1 OF 1 FINISH GRADE • ` • r 33 DNP QUICK N COUPLING VALVE WITH PURPLE RUBBER CAP STAINLESS STEEL SCREW CLAMP MINIMUM (3) PLACES 3/4' WASHED CRUSHED AGGREGATE BASE . cod SCH 40 BRASS NIPPLE - SCH 40 BRASS NIPPLE - ^ 24' LONG ---- —� SCH 80 PVC 90' STREET ELL PRESSURE SUPPLY LINE FITTING PRESSURE SUPPLY LINE SCH 40 BRASS 90' ELL SCH 40 BRASS 90' STREET ELL f4 REBAR STAKE (24' LONG) NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. Y CITY OF RANCHO CUCAMONGA, CALIFORNIA b APPROVED BY: QUICK COUPLING VALVE WITHIN VALVE STANDARD PLAN n BOX - FOR NON -TURF AREAS 535 .0CITY ENGINEER DATE USE WRH STMIDPP.D SPcCIFICATMIS FOR PUBLIC WORKS CONSTFLCTION SHEET 1 OF 1 = R.C.E. _ 24953_ GUARDSHACK MODEL # CGS-I--CGS-6 1-800-266-5411 ZBRASS WYE STRAINER WITH 60 MESH o0 MONEL SCREEN UNION —� z -� i FROM WATER SOURCE -j I r 1 m =111—II — 90% COMPACTION iI4: I REQUIRED c 1. -- _q I l BACKFLOW PREVDM ASSEMBLY NIPPLE - TYPICAL (4) PLACES I� NIPPLE 6" THICK X 12' WIDE CONCRETE PAD (LENGTH VARIES PER SIZE/MANUFACTURER) SLOPE TO DRAIN AT MINIMUM 2% FINISH GRADE PVC SLEEVE REQUIRED FOR PIPE THROUGH CONCRETE PAD -LI 1_fi ' NIPPLE - TYPICAL (2) PLACES SCH 40 PVC MALE / ADAPTOR I LINE TO SYSTEMS CONCRETE THRUST BLOCK ELBOW PER CCWD STANDARDS TYPICAL (4) PLACES �RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY WATER DISTRICT STANDARDS. CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO NOTES: CONSTRUCTION. 1. INSTALL PER LOCAL CODES. 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY STRUCTURES OR HARDSCAPING. 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR NON -STRUCTURE SIDE. 4. ORIENT UNIT PARALLEL TO STREET. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF N DISIMILAR METALS. m 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER WHEN MAINLINE IS 3" OR LARGER. N CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRDVED BY, REDUCED PRESSURE STANDARD PLAN H BACKFLOW nre)W PRY. A TT R 517 w CITY ENGINEFR DATE USE WITH STANDARD SPECIFICATIONS FOR PJBJC WORKS CONSTRUCTION Cr R.C.E. 7495;5 SHEET i OF i 40' 60' FqZFS6U1;2E CALCULATIONS WATER METER Y SIZE 1' ELEVATION 1883 STATIC PRESSURE 4.11152H 190 LOW 13 SOURCE OF INFORMATION -ccu" nod COtxu Itldter Det��1�m I�{�j�i en P1-40NE NUMBER 90g -98"f-2531 DATE OF NFOR''?ATI )N 2-2 T -m3 HjGL. MEAN ELEVATION x (REQ'D IF STATIC U"CNOWN) WATER METER ELEVATION 1893. X 0.433° Y REMOTE CONTROL VALVE' 2 SIZE I° MAXIMUM DEMAND 11 GP.M. ELEVATION OF HIGHEST HEAD 1916 QTY. SIZE ITEM PS.I. LOSS _ III WATER METER _6�_ x . PRESS. REG. ('^ALL -OFF) x �4. RP. BACKFLOW DEVICE 11A� FLOW METER _ 5 MASTER VALVE .1 GATE VALVE(S) I 158, ��.�_ MAN LINE 2.37 —x— —X_ MAN LINE _x R.C.V. ASSEMBLY —5 44' - �� " LATERAL LINE LOSS i51 LATERAL LNE LOSS OI5 _ 4" LATERAL LINE LOSS .033 FITTINGS LOSS (10%) 2,43 ELEVATION CHANGE (+/-) x'.96 TOTAL SYSTEM LOSSES: 3665 PRESSURE TO OPER ATE HEAD: 20 TOTAL F'SSURE REQUIRED:65— LOWEST STATIC PRESSURE AVAILABLE: 13 PRE-SET REGULATED PRF55URE CIF REQUIRED) X RESIDUAL WATER PRESSURE: 1636 CITY REQUIRED RESDIUAL WATER PRFSSURE: 15-20 PSI NOTE: NO PRESSURE REGULATOR REQUIRED. CONTRACTOR 61-2.ALL MAKE PONT OF CONNECTION AT 1-1/4" MAINLINE. INSTALL NEW 1" IRRIGATION WATER METER EXSTNG DOMESTIC STATIC WATER PRESSURE 73 PSI SYSTEM DESIGN PRFSSURE 30 PSI PEAK IRRIGATION DEMAND 11 GFy"i STATION NL"eER VALVE SQFT. FLOW (GPM) VALVE SIZE a T£ OF CA�` 5H_IFF1 OF 9. M N CN N a IRRIGATION NOTES HI -POP SHRUB HEAD BODY SET TO 1/4" ABOVE FINISH GRADE Q 1. NEW WATER METER (SIZE PP ER PLAN), AS ROVIDED BY CCWD, r 3 0 IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR g DO SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE_ HARDSCAPING(SEE NOTE 4) ~ ROUND PLASTIC VALVE BOX do INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND - -_ _ _ i Q COVER ETCHED "IRRIGATION GATE" SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER -I i _ - r ��; Z (CARSON OR EQUAL) r � ;-;- DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. _ ''` '' • `'`, ` `y Q FINISH GRADE -IIS-I�I-I�I- I -III -_ - - -_ -_ _- -_ 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER -I � I -I � I -I � I (11-11 _ _ _ _ _ _ _III -III I I_I I I N I I I I I I I- I I -III- I I I A I I -III -III- -- METER, FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), -1 I I=I I I I= _I-1 III -III T _I -I FOLLOWED BY BACKFLOW PREVENTION DEVICE, z °- BALL VALVE - i 1/2. OR SMALLER WITH FOLLOWED BY A II I II I I- I I -III z Z -III I I -i I I -I ( I I -III I I STAINLESS STEEL HANDLE FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT N -III III III ., - III I=I III IlL I I -1I SIZED f==R PLAN. INSTALL ALL EQUIP!''ENT PER CITY STANDARDS CLEAN BACKFILL - SEE RESIDENT WEDGE - 2" OR LARGER T - III -I � Z CLEAN BACKFILL -SEE � GATE VALVE 2" OPERATING NUT � -III - - SPECS. FOR MATERIAL. -I I - SPECS. FOR MATERIAL 1 _ - EPDXY COATED IT AND SPECIFICATIONS, MANUFACTURERS RECOMMENDATIONS N i- I I 90% COMPACTION REQUIRED = I -I I I 90% COMPACTION REQUIRED -11 II T VALVE AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO o N I -I U I = - BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. ►- =1 I 11= =I1= - Z - NON -PRESSURE LATERAL UNE: =1 I PROVIDE 6" MIN. OF SAND F) I F - :I I : _ SCH. 40 SNAKE PIPE IN _ BEDDING AND SHADDING -III I I- TRENCH -I ( - I I I 3" 3' 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A � - _ - I IISI II- STRONG BOX (55) S55C-30 AL ALUMINUM ENCLOSURE, AND1.1=-I1I- SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED (I PRESSURE SUPPLY UNE: _ -III SCH. 40/CL. 315 SNAKE WITH SHRUBS WHENEVER POSSIBLE. _ I I=1 i I E PIPE IN TRENCH -III=1 • • CONTROL WIRE SLEEVE - _I -I _ SIZE PER PLAN INSTALL T�- SCH 40 PVC - ADJACENT TO PRESSURE I�T�J� 4_ TH15 DESIGN (S DIAGRAMMATIC, ALL P!PING, VALVES, ETC. MARLEX 90' STREET ELL 90' STREET ELL -III-I N _ �-I CONTROL WIRES - BUNDLE _ -III=I ' ' ' ' ' ' ' ' ' ( I- SUPPLY LINE z -i'!-� 'I!. _ _ AND TAPE AT 15 O.C. AND -111 11- SHOWN WITHIN PAVED AREAS ARE FDR DESIGN CLARIFICATION NON -PRESSURE MARLEX 90' STREET ELL -III) -I I INSTALL ADJACENT TO =III . • • • • • • •_• _-I I - LATERAL FITTING PRESSURE SUPPLY UNE - _ _ _ -_ - PRESSURE SUPPLY LINE co { I ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER I - _ _ NON -PRESSURE LATERAL LINE SCH 80 PVC NIPPLE I - j` I I -1 I -III-I I - _ h o oft% �RINKLER TYPICAL (2) PLACES I i -I I- (= I- III -1 I I -III -III -I I -I I 1-1 I I DA EfER OFZPR SURE i I - - - I IIT POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE S. T- PROVIDE 6" MIN. OF SAND T- { -- - I -I SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND I -I 6 NP' BEDDING AND SHADDING I I -I I SUPPLY LINE -TI=1 I (=1 11=1 I I--! 1==1 I I - ANTI -DRAIN VALVE AS REQUIRED I 6" TYP. EQUIPMENT, AND ARCHITECTURAL FEATURES. L 1 NOTE: NON -PRESSURE LATERAL WASHED CRUSHED AGGREGATE 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, LINE SLEEVE - SIZE TWICE AGGREGATE BASE 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND AND EDGES OF LAWN. DIAMETER OF NON -PRESSURE NOTES: NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE: 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. REPORT ED FOR DIRECTION IMMEDIATELY TO THE CITY. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3" AND LARGER 24" MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND STD. N0. 120 (24 MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW VALVE NUMBER. 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH STRUCTURAL SECTION). In ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA SHALL TAKE SOLE RESPONSIBILITY FOR THE APPROVED BY STANDARD PLAN APPROVED BY, STANDARD PLAN ip APPROVED BY, STANDARD PLAN co APPROVED BY VALVE STANDARD PLAN REPAIR/REPLAGEMENT AT NO COST TO THE CITY, FOR ANY HI -POP SHRUB SPRAY o TYPICAL TRENCHING o TYPICAL SLEEVING 0 ��+ N _ 539 O _ 532 N _ 533 N _ - 3 or smaller 518 DAMAGE OF SAID UNDERGROUND FACILITIES. CITY RCE. ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 w CI?Y ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1 1 Of R,C.E. 24953 'r R. E, 24953 R•C.E. 24953 -1. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL 24" STRONG BOX MODEL NO: OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL TO SPRINKLER - ANGLE PIPE TO SB-24SS/120V INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE SPECIFIED DEPTH WITH 45' ELLS COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS SCH 40 PVC MALE ADAPTOR AT INITIAL CONSTRUCTION. SCH 80 PVC UNION "SNAP -TITS" WATERPROOF CONNECTORS OR EQUAL a BRASS OR PVC NIPPLE NOTE: B. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET ELECTRIC CONTROL VALVE ENCLOSURE TO BE GROUNDED PER 0 3 LOCAL CODE. GROUND ROD TO BE w PLASTIC VALVE BOX INSTALLED INSIDE ENCLOSURE. ON LIGHTS, TREES, ETC.) INTERFERE WITH THE SPLAY PATTERN OF THE MARKED "IRRIGATION RCV" : CONTROLLER SIDE. SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE z Z (CARSON OR EQUAL) g w ETCHED WITH CONTROLLER IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER a AND VALVE SEQUENCE SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE 6" MIN. FINISH SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO Q FINISH GRADE GRADE II I I II I I PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE II I I 3'-s• x 3'-s• x s• CONCRETE _ FOOTING INSTALL A MINIMUM OF MADE AT NO ADDITIONAL COST TO THE CITY. - SIDEWALK I I _. y. 2� 3' ABOVE GRADE AND SLOPE MOISTURE io I y: in TOP TO DRAIN AT MINIMUM OF 2%. -III II -I SENSOR II -1 y::• ya::lll 9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE WHERE m I=III=III =II I1I III=III=III= LENGTH OF THE t' IAINL INE TO THE FARTHEST REMOTE CONTROL c"IIII I (- REQUIRED -- _ _ COMMON WIRE/CONTROL WIRES IN -{ I I III 11 I II i II I II I III 1 I I I I I I I I 111 I I I il-II 3` SCH.40 PVC CONDUIT. VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE 3" _ PIG TAIL EXPANSION AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE -I - II BRASS ANGLE COLOOP (MIN. 24• LONG) CO FOR IRRIGATION WIRING. FLOW f VOLT WIRE IN RIGID STEEL 6" NDUIT (PER LOCAL CODE) 900 SWEEP ELL III VALVE W/UNION TO POWER SIDE OF CA31NET (TYP.) 3• 10. IRRIGATION SYSTEM 15 BASED UPIM ON A MAXUM S OF 3 INCHES 3/4" WASHED to" 1s' �� vo: I CRUSHED AGGREGATE UR -DOME 0 00 ` o. oo -Atff--f ANTENNA PORT EPDXY OF WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK =11 0.` III: HEAVY DUTY WEATHER -RESISTANT FILLED LOCATED OUTSIDE OF Qo'0 PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION (GROUNDCOVER/SHRUBS) APPLIED FOR B HOURS A NIGHT/5I �'�� ° _I I - o 00 o' o o I I t PISS CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. H I,I I !_? I 1-I I SCH 80 PVC NIPPLE ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. CONTROL COMMON WIRES ELECTRIC METER PER SCE - - - - CCALSENS SCONTROLLER MODEL NO. 4 --PER PLAN 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING - -- _- - - REFER TO CONTROLLER ��' INSTALLATION STD,TIMER L� PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE SECURITY LIGHDRED PER W () MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. BRASS NIPPLE PLANS. FINISH 8 THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE SCH 40 PVC SXSXT TEE GRADE II II s' GROUND ROD * ���� WATER PRESSURE AT THE SITE PPRESSURE SUPPLY LINE 2" SCH 40 CONDUIT RIDR TO THE START OF II II 111 s .� NOTES: FOR SECURITY LIGHT MIN. I I I I I I 2� rq INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. WIRING. 120 VOLT WIRE IN RIGID r£ of Cp STEEL CONDUIT (PER ATTENTION OF THE CITY. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. _ y_ 11 AF LOCAL CODE) 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 0 I I -1 12. AUTOMATIC CONTROLLER TO BE A GALSENSE N 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. N 1- I S I I I j- ,-- --- 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND co - ET2000-0-LR/RR W/ TF1, TP110, AND LR DOME INSTALLED WITHIN N VALVE NUMBER. N A STRONGBOX (58) 2455/120 VOLT CONTROLLER/ELECTRICAL N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA ENCLOSURE. MOUNT THE LR DOME (EPDXY-FILLED) ON TOP OF APPROVED BY REMOTE CONTROL VALVE i�Tii STANDARD PLAN APPROVED BY CONTROLLER T tG:� E�T/�T OCiTTt<ST.� STANDARD PLAN THE ENCLOSURE PER 1" fANUFACTURER SPECIFICATIONS AND N SHUT-OFF VALVE &UNION 520 .�.rTYPE"��.AL t`711��1 522 ATTACH COAXIAL CABLE. PROV I DE A TRANSIENT PROTECTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E.4953 SHEET 1 OF 1 � R.C.E. -24-95_ BOARD WITHIN ENCLOSURE_ SYSTEM SHALL BE OPE'RATIDNAL - -- -- ---1 1 1 DESCRIPTION OF REVISION DATE CITY PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE APPROVED: ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. CITY OF RANCHO CUCAMONGA 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR PREMIERE �10MES THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER f tAVENGREST NOOK -UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL TRACT #1024G CONDUCTORS AND METER TO BE PROVIDED BY SCE, RANGH0 GUGAMONGA COORDINATED AND PAID FOR BY THE DEVELOPER 14. ALL SPRINKLER HEADS SHALL BE SET PERPLt-IED f RR f GAS f 011 PLAN ENDICULAR TO � < FINISH GRADE OF THE AREA TO BE IRRIGATED UNLE55 APPROVED BY: DATE: _ OTHERWISE DESIGNATED ON THE PLANS. CITY ENGINEER r- _� _:.(._�_� �)l. % �� RCE: 2 4,53 DESIGN; RECOMMENDED 3612 MISSION INN AVE - q 15. ALL POP-UP TYPE SPR!NKLER HEADS INSTALLED SHALL BE JE RIVERSIDE, CALIFORNIA > ;II !/ INSTALLED SO THAT THE TOP OF THE SPRINKL ER HEAD !S 14,DRAwti 92501 ' sHEE, ABOVE FINISHED GRADE. JF T.TI 11F.19 I _A n (909) 7B1-1930 6HF_ _l C- C N CV S CV N NA 0 0 9' OPE 1,920 SEE SHEET L-2 u u u I I— u Ll—,ow I� I r ICK IN SAND T` p.) T L-2 —DERS (TYl.) SHEET L-2 99 I 1„rATCHLINE A A X 1882.5 OA AQ' )O 1869.5 x 75. LANT D.G. SEE SHEET L-2 x 1870.3 -------------.----- rn.) L TREE LEG=END BOTANICAL NAME SYMBOL COMMON NAME SIZE SPACING QTY DETAIL/SHEET 1 CALOCEDRUS DECURRENS (EXISTING TREES) 6 MAGNOLIA GRAND (FLORA ' ST. MARY' 15 GAL 30' O.C. MAGNOLIA H l-5R(D CONSTRUCTION NOTES FOR STREET TREES 1. ALL STREET TREES ARE TO PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL 5E FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES "AY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED 5Y THE CITY INSPECTOR 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. R STORM DRAIN/UNDERGROUND UTILITIES DCR It MIN. w SIDEWALK ILTIY I vL: S.L CURB AND GUTTER f 10'-5` �) �k MIN. MIN ! \ * I SIDEWALK n — QFH DRIVE S.LAl d r x APPROACH C RB AND K 5 5' D' MIN. MIN. �c UNDERGROUND STRUC?L�RE eg. CATCH BASIN TRANSFORMER VAULT. NOTES: 'k 1. TREE SPACING SWILL CONFORM TO PLANS APPROVED BY THE CRY ENGTNEER 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTVIL NJTERSECTi0N5 PLACE 1st PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY OWNED WATER k SEWER LATERAL LINES. 5. TREES SWILL NOT BE LOCATED ON PROPERTY LINES. 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 7. STREFT TREES SWILL BE PLA'I'TED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. CITY OF RANCHO CUCAMONGA, CALIFORNIA By. STAOMD P Ni TREE PIACDq?KT 601 s�T 1 OF 1 CITY EN'.I /FFk DA. - Rre 24953 USE \RTS; siAll�AF.D SI`�3'��lUTldr':: Fmk P.lk'.A. WG^.✓,� COFSTF.UC;IBM EXISTTNG 20' DEDICATION -DECORATIVE BLOCK WALL PVC FENCE PER STD. DWG. 1010 CONCRETE HEADER — 4' DECOMPOSED GRANITE - PLANTER AREA PARKWA LESTONE 4ND STREET L CURB AND GUTTER 3' MINIMUM SAND BED UNDERNEATH COBBLESTONE B. COBBLE DETAIL V ( , I NOTES: 1. REMOVE NURSERY 5TA1(ES 2. STAKES TO BE PLUMB AND TAKE TRTR.STAKEl 3. SEE PERPENDICULAR TO PREVAILAiG WIND. N W E V 5 TDP TIE TO BE PLACED AS 7lOW AS POSSIBLE ON THE FLEXING OF'HOE TREE. BUT TIP OF STAKES BELOW NOT SO LOW AS TO LOSE HEAD OF TREE WHERE SUPPORT OR ALLOWSPECIES GROWTH HABIT PETM THE HEAD TO DROP. MAIN TRUNK �-- (]) SETS OF CINCH TIES SPACED 24' APART, ATTACH WTTH GALVANIZED SCREWS TO B' LODGE POLIS. 12' MAX. 2' Ak LODGE POLE PINE STAKES WITH WOOD PRESERVATNE STAIN, DRIVE A MINIMUS/ OF 6' INTO UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL o ARBOR GUARD IN TURF AREAS AND FRONT YARDS, TOP OF ROOTHALI TO EXTEND 2' ABOVE FINISH GRADE. TIGHTLY COMPACTED 3' BERM TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PLANT PIT. BFRMS IN TURF ARFAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE. — l�h�11-y NATIVE 901E UND Ail r. ISR1RBm TWCE ROOT BALL WIDTH cl CITY OF I RANCHOOCli CAMOIN GA,,CALIFORNIA APF -,.:VU, DY. DOUBLE 71iADTkr)R STANDARD PLAN 6 GAL — 24" BOX 602 C^Y EWIi EFR DATEUSE rill S1AJi�AP.� Sl".i":{GTiDRS FDk PUR.X Y4R✓� COp'S'f1L,'CSIOR Rf.F. _,._242,x_ WrET S nF 1 C' 20' 40' 60' '5,' 501, 502/ THIS SHEET M aTf OF CI* SNt LT O- E CL :h CppV CV co 2 ----------------------D I I -� l I� I lit Il l - 0 ILS �-�' I -., - - - - I _ -� AT 2 0 ,I i 1920.0 1920 i► 2' STEM WALL PER L__ ARCHITECTS PI -AN (TYP.) PLANTING DiG. TRAIL (TYP.) SEE SHEET L-2 RIVER IN SAND TYP-) SEE SHE�lrT L-2 BOULDjRS (4.) SEE SHEET L-2! - 4" D AIN EXi T. SCREEN HORSE T RIA!L AC I x-12 EQU STRIA CONE �ER (+'P_) SEE SHEET L -2f i 8' P RKV -4" D A I I` 11,11AT 4L IN . , A — A j o C. l PER _AN (TYP.) HORSE CORRAL RAMP RAMP-' HORSE CORRAL DAG. SEE SHEET L -2-- V 12' 2 2 a e W 11 D R A� V EXI T. SCREEN _WALL OPENING HO SE TRAIL A RI VE 1R GSAND TYP.) SEEN , tIL-2 f+ I II I BOULDERS , (.) SEE SH0,ET L-2 L � j1z 1 44 ER l J O� EXIST, SCREEN WAL OPE ING I HO ETR IL AC . Ie B , E5 EQU STRIA 2'° E� .ET ' B 4" IN i s I` Al1 3 ` 8' PA KVO 8. 6 I - --- - 15HRU5 L_FnFNF,) SIZE SPACING QTY DETAIL/SHEET ®RHAi=HIOLEPIS INDICA 'PINIG LADY' 5 COAL INDIAN HAUITHORN OMYOPORUM PAR1/IFOL IUM 5 COAL MYO]PORUM O NANDINA DOMESTICA 'NANA' 5 COAL DWARI= NAND INA NOTE. USE 4" LAYER OF CITRUS CHlf= MULCH IN ALL SHRUB AREAS_ SEE DETAIL 509, SHEET L-6. 5 O.G. 29 506/ THIS SHEET 8' O.C. ]8 506/ THIS SHEET 2' O.G. 30-1 506/ THIS SHEET XERISCAPE ASSESSMENT SYSTEM SUMMARY Points Claimed I. LANDSCAPE [Point Value] Water conserving plants. [20] 20 Turf limited to 25% (45% residential) [20] 20 Plants grouped by watering need [10] 10 Hardscape (non -irrigated) surfaces [10] 10 Permeable paving [5] 5 Low-water turf varieties [5] Mulch provided in non -ground cover areas [5] 5 Soil amendments [5] 5 Total Points Claimed: 75 [Minimum Points Required: 60] PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB -CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125 IBS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: EARTHWORKS SOIL AMENDMENTS (909) 270-0088, D' 20' X40' 60' 7 {..._J L� ._. TIGHTLY OoMPACTEo 3' em To FORw `i DEPRES50 WATEMNG BASIN. IDP OF R00'TIN41 TO 4' WOOD CHIP MULCH EXTEND 2' ABOVE `i 1 FINISH GRADE . 1 NATIVE BACKFRL NRH NO ROCKS GREA" T14W 3' DIAMETER. UNMMIRBED NATIVE Sort.. NOTA L. UNTANGLE MATTED ROOTS MY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL DO NOT CRACK ROOT BALL litCITY OF RANCHO CUCAMONGA, CALIFORNIA .2425.x CE. AF'i'RIVLD By, lTNtDARlD PLAN CONTAIN PLANTING 608 Ell Gt/:Eku DAT USE WITH STAN OA?O >�pFIGT1(W5 FOA PUBLIC C WpS CONS1AUCTI M SHEET 1 DF 1 _ 4' OF COMPACTED MOOD CHIP MULCH. HARDSCAPTNG (CONCRETE HEADER. FINISH GRADE CURB k CUTTER, SIDEWALK, ETC.) 12' .z I I- -III -Illi Iii �iil�iiiill- !IIT=,P!1iiili_ -�--T„-TTS--1 SHOVEL CUT EDGE COMPACTED NATIVE SOIL NOTES: I. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 2, MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT. m N CITY OF RANCHO CUCAMONGA, CALIFORNIA n AM'R�VLD 7YSTAKINAD PLN! MULCH IN�'!'ALLATION Sag S CRISTA EIK�?.EFF Dy USE WITHSTAMMRMD SPECLICA..TKOW FOR PURLX WORKS CONTrRUCTION i4CFT 1 ff 1 5HEET OF 5 B. C. SPRINKLER IRRIGATION SPEG!FICAT.ONS PART 1 - GENERAL 101 DESCRIPTION E. Equipment to be Furnished: A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furr!sh I. Supply as a part of this contract the following tools: and install the Irrfgatton Smysteas Shown on the Drawina,s and described herein. a. Two (2) sets of special tools required for removing, disassembling and B. Standards: All work and materials shall comply with eovernfre codes, safety orders, adjusting each type of sprinkler and valve supplied on this project. standards, and regulations, and meet the min?mum reouiremerts of the Standard b. Two (2) four -foot valve keys for operation of gate valves. Specifications For Public Works Construction CGree�^ Boom la teat edition. c. Two (2) keys for each automatic controller. 1.02 QUALITY ASSURANCE a R'=QU!R)=MENTS d. Ore (l) quick coupler key and matching hose swivel for every five (5) or A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required. B. Manufacturer's Dfrections: Manufacturer's directions and detailed drawings shall be followe in all cases where the manufacturers of articles used in this Contract Furnish d!rectlors covering points rot Shown in the Draw!nd_s and Specifications. C. Ordinances and Reoulatlors: All local, municipal and state laws, and rules and regulat(ons eoverniro or relating to any portion of this work are hereby incorporated into and made a part of these Speciffcatlons, and their provisions shall be carried out by the Contractor. Anythirg cortalned in these speciFications shall not be construed to conflict with any of the above rules, regulations, or reoufremerta of the same. However, when these Spec'f!cat!on and Drawings call for or desGrfbe materials, workmanship, or construct?or of a Vetter oue!ity higher standard, or larger size than 1s reouired by the above rules and regulations, the Provisions of these Speclficaticrs and Drawiros "if take p, ecedence- D. Explanation of Drawings: I. Due to the Scale of the Drawings, it IS not possible to indicate all offsets, fittiro, sleeves, etc., which may be recufred. The Contractor shall carefully irvestioate the structural and finished cordit!ons affecting all of his work and pian h!s work aGGOrdIn ,Iy, furnished such fittings, etc., as may be required to meet such conditions. Drawings are oereraliy diagrammatic and indicative of the work to be insta!'ed. The work Shall be installed in sari^ a manner as to avoid conflicts between, the frrioation System, planting and architectural features. 2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the apeclfiratlons. 3. The Contractor shall not willfully install the irrtgatfor System as ehown on the Drawiros when it is obvious in the field that obstructions, Grade differences, or discrepancies in area dimensiors exist that might not have beer considered in engineerfrg. Such obstructions or differences Should be brought to the attert!on of the City of Rancho Cucamonoa. In the evert this notlf!catlor !s rot performed, the Contractor shall assume Full responsfbllitg for any revision necessary. 1.03 SUBMITTALS A. Material list: I. The Contractor shall Furnish the articles, equipment, materials, or processes specified by name in the Drawings and SpeciFlcatfons. No substitution wit! be a I!oweo' without prior written approval by the Cftg of Rancho Cucamoroa. 2. Complete material list shall be submitted prior to performing any work. Materia! list shall include the manufacturer, model number, and description of all materials and ec!uipmert to be used. Although maruFactur�3r and other information may be different, the following is a guide to proper submittal format: Item No.Descriptlon^'anufacturerModel No - 1 Backflow Preventer Febco 825 -Y -BV 2 Automatic Controller Calsense ETi-DTR2 3 Master valve Clayvall36-ACSKC 4 Etc.Etc Etc. Irrigation submitta I must be Specific and complete. All Items must by listed and should include solvert, primer, wire, correctors, valve, boxes, etc. No copies of manufacturer's literature (cata!og cuts) are required as submittal lrformatlor. 3. The Contractor may submit substitutions for eouipmert and materials listed or, the Drawing bu Following procedures as outlined ?n Section 1.05 of the Irrloat!on io Specificatns. 4. Eaulpment or materials installed or furrlshed without prior approval or the City of Rarcho Gucamonga may be rejected and the Contractor may be reouired to remove such materials from the site at his own exoerse. 5. Approval of any ?tem, alternative or substitute Indicates only that the product or products apparently meet the reou!rererts of the Drawings and Specifications or the basis of the information or samP!es submitted. 6. Manufacturer's warranties aha!t not relieve the Contractor of his liabt'.?ty under the guarantee. Such warranties shall Prig suppler.ert the guarartee. RECORD DRAWINGS: 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid prints which shall be corrected daily, showing everycharge from the original Drawings and Specifications and the exact ?natalled !ocatfors, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site and aha!! be used Prig as a record set. 2. The Gortractor "it make neat and legible nota tlors on the record drawing progress sheets dally as the work proceeds, showing the work as actualiy installed. For example, should a piece of eoufpmert be installed In a locatfon that does not match the plan, the Contractor must indicate that egufpment has been relocated in a oraph?c manner so as to match the original sym!�ols as indicated in the irrfoatior legend. 'he relocated equipmert and dirr,ens(ons will then be transferred to the or?oina. record drawing plan at the proper time. 3. Before the date of the Final observation, the Contractor shall transFer all information from the "record drawing" prints to a sepia mylar or similar mylar material. Arrareements shall be made through the city for obtaining said septa mylar or similar mylar material. All work shall be in waterproof India ink and applied to the mglar by a technical per made expressly for use on my!ar material. Such per shall be similar to those manufactured by Rapldoora.vh, Kueffel t Esser, or Faber Castell. The dimersions shall be made as to be easily readab:e even on the Final controller chart (see Section G). The original mglar "record drawing" plan shall be submitted to the City of Rancho Cucamonga for approval prior to the completion of the controller aha rt. 4. The Contractor shall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, road intersections, etc., the location of the fo!!owTno iters: B. Connection to existing water lines. b. Correction to existfrg electrical power. c. Gate valves_ d. Routine of sprinkler pressure lines (dimension max. 100' along routing). e. Sorfnker control valves. f. Routine of control wiring and locations of all splice boxes. g. Quick coupl!no valves. K Stub -outs for future conrectTors. 1. Other related equipment as directed by the City of Rancho Cucamorge. 5. On or before the date of the final field observation, the Gortractor ahall deliver the corrected and completed sepias to the City of Rancho Cucamonga. Delivery of the sepias wI!I not relieve the Contractor of the responsibility or furrishfro required informetior, o that may be omitted from the prints. Cortro!!er Charts: 1. As-builts drawings Shall be approved bg the City of Rancho Cucamoroa before controller charta are prepared. 2. Provide one controller chart for each controller Sequence. 3. The chart shall show the area controlled by the automatic controller and shatt be the maximum size which the controller door will allow. 4_ The chart is to be a reduced drawing of the actual installed System. However, in the evert the controller sequence is not legible whey the drawira is reduced, t sha:' be enlarged to a size that will be readable when reduced. 5. The chart shall be a black line or blueline ozalid print and a differert rotor shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils. 1. These charts sha!I be completed and approved prior to the final field observatior of the irrigatfor system. D. Operation and Maintenance Manuals: 1. Prepare and deliver to the City of Rancho Cucamonga within ter calendar days prior to completion of construction, two hard -cover, three ring binders contairing the following information: a. Index sheet which slates Gortractor's name, address, and telephone number and which lists each Installed eou?pmert and material iter ?ncludine names and addresses of manufactures local representatives. b. Catalog and parts Sheets on every material and eouipmert item installed under this Contract. C. Guarantee statement. d. Complete operating and maintenance instructions on all major equipment. 2. In addition to the above mentioned maintenance manuals, provide the city's maintenance personnel with instructions For major equipment and show evidence in writing to the City of Rancho Cucamonoa at the conclusion of the project that thia service has beer rendered. fraction thereof of each type of qu!ck coupling valve Installed. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. Before final observation can occur, evidence that the City has received material must be Shown to the City of Rancho Cucamonoa. di -04 PRODUCT DELIVE=RY, STORAGE AND HANDLING A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading, unload?no, and storing PVC pipe and fittings. All PVC pipe shall be transported in a veh!cle which allows the leroth of pipe to ile flat so as not to subject it to under bending o a corcertrated external load at any point. Any section of pipe that has been dented or damaa_ed will be discarded, and IF installed, shall be replaced with new pipfno. sl -05 SUBSTITUTIONS A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, he may do so by providing the following inFormation to the City of Rancho Cucamorea for approval: 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper For each item to be submitted. 2. Provide descriptive catalog literature, performance charts and Flow charts for each item to be substituted. 3. Provide the amount of cost Savings if the substituted item is approved. B. The City of Rancho Gucamonea shall have the sole responsibility in accepting or rejecting any submittal item as an approved equal to the equipment and materials listed on the Drawings and Spec?flcatfors. 1.06 GUARANTEE A. The guarantee for the frrioation system shall be made in accordance with the attached form. The General Gonditlons and Supplemertary Conditions of these Specifications shall be filed with the Gltg prior to acceptance of the. frrioation system. B. A copy of the Guarantee form shall be included in the operations and maintenance manual. C. The guarantee form shall be re -typed onto the Contractor's letterhead and shall contain the following information: GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the irrigation system we have furnished and installed is Free From defects In materials and workmanship, and the work has been completed in accordance with the Draw?nos and SpeclFfcatlors, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair or replace any defects In material or workmanship which may develop during the period a one year from data of acceptance and also to repair or replace any damage resulting from the repairing or replaclne of suc;•i defects at no additional costa to the C!ty. We shall make Such repairs or reoiecements within a reasonable time, as determined by the City, after receipt of written notice. In the event of our failure to make Such repairs or repiacemerts within a reasonable time after receipt of written notice from the Citu, we authorize the City to proceed to have said repairs or replacem made at our expense and we will pay the costs and charges therefore upon demand. PROJECT: HAVE=NCRFST LOCATION: HAVEN AVENUE (SOUTH OF HILLSIDE ROAD) SiGNED: ADDRESSED: PHONE: DATE ACCEPTANCE: PART 2 - PRODUCTS 2.01 MATERIALS A. General: Use only new materials of brands and types noted on drawings, specified herein, or approved eouals. B. PVC Pressure Main Line Pipe and Fittings: I. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. 2. Class 315 pipe shell be made from an NSF approved Type 1, Garde 1, PVC compound conforming to ASTM resin specification D1184. All pope must meet requirements as set forth in Federal Specinc.atfon PS -22-10, with an appropriate standard dimersfon (SDR.) (Solvent -weld Pipe). 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound corforrine to ASTM resin speciffcation D1185. All pipe must meet requirements as set forth in Federal Specification PS -21-10. 5. PVC solvent-we!d fittings shall be Schedule 40, i1-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cerert and prime• for PVC solvent -weld pipe abcl fittings aha!! be of tope and installation methods prescribed by the manufacturer. 1. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size C. 561edule or class d. Pressure rating in P.S.I. e. NSF (National Saritatlon Foundation) approval f. Date OF extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. C. PVG Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC Schedule 40 with solvent -weld joints whey installed in planting areas. 2. Non -pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded joints_ 3. Pipe shall be made from NSF approved, Type 1, Grade If PVC compound conforming to ASTM resin specification D1184. All pipe must meet reouirements set forth in Federal Speciflcatior, PS -22-10 with an appropriate standard dimension ratio. 4. Except AS noted In paraerapha 1, 2, and 3 of this Section (2-015), all requirements for nor -pressure lateral line pipe and fittings shall be the same as For solvent -weld pressure main line pipe and flttfrgs as set forth in section 2-018 of the Specifications. D_ Brass Pipe and Fittirgs: I. Where ird)cated on the Drawlnos, use red brass screwed pipe conforming to Federal Specification OWW-P-351. 2. Fittfros shall be red brass conformine to Federal Specification 01=-P-460. E. Copper Pipe and Fittfnos: 1. Pipe: Type K, hard terpered. 2. F!ttina.s: wrought copper, solder joint type. 3. Joints shall be soldered with sliver solder, 45% silver, 151, copper, 161, zinc, 241, cadmium, solidus at 1125' F, and liquidua at 1145' F. F. valves- I. aIves:!. 56 11 Valves (1?" and smaller) a. Ball valves shall be a 125 Ib SUP bronze valve with threaded ends and shall be eoulpoed with a stainless steel handle. b. Ba!I varves shell be similar to those manufacturer by Nibco or approved equal. c. All Ball va Ives Shall be Installed per Beta 11. 2. Resfllent Wedoe Gate Valve (2" and larger) a. Reallfert Lledoe Crate valves shall be epoxy coated and equipped with a 2" operating nuts b. Resilient Wedge Gate valves shall be No. 403 RT -RW as supplied by Watts or approved equal. C- All Resilient Wedge Gate valves shelf be (nata!led per detail. G. Quick Coupling Valves 1. Quick coup!tng valves shall have a brass, two-piece body deaiered for working pressure of 150 P.S.!. 2. Quick coupling valve shall be operable with a quick coupler key. Key Size and type shall be as shown on the Drawlnos. H. Backflow Prevertlon Units: 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow prevention units in accordance with the Drawlnos. 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh morel screen and shall be similar to Balley 0005 or approved equal. 3. All pressure main line piping between the point of connect(on and the backflow Preventer shall be installed as reouired by local code. The Contractor shall verify with the local oovernine body as to material type and installation procedurea prior to start of construction. Submit shop drawing for approval. I. Check Valvea: I. Swing check valves 2" and smaller shall be 200 pound W.00s. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal 6pecfficatfor WW -V --51D, Class A, Type IV. 2. Anti -drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shat! be stainless steel and neoprene. Anti -drain valve shall be field adjustable aeairst drawout from 5 to 40 feet of head. Arti-drain valve shall be similar to the valcon "ADV" or approved equal. J. Control WirTno: I. Except as noted otherwise, connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring installed in control wire conduit within structure shall be made with AWG -TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacturer's speciFications and wire chart. in no case Shall wire size be less than 014. 2. Wiring aha l I occupy the same trench and shall be Installed a long the same route as pressure supply or lateral !?nes wherever possible. 3. Where more than one (l) wire ra placed in a trench, the wiring shall be taped together at intervals of fifteen 115) feet. 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the r surface without disconrecting the control wires. Control wires shall be laid loosely in trench without stress or stretchlne wire conductors. 5. All splices shall be made with Scotch -Lok 03516 Connector Sealing Packs, Ra?nbird Snap -Tile wire connectors., or approved equal. Make only one splice with each connector sealing pack 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of Rancho Cucamonga. K Automatic Controller: I. Automatic controller(s) shall be of size and type shown on the Drawings. 2. Final location of automatic controller(s) shall be approved by the city of Rancho Cucamonga. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller location is to be furnished by others. The final electrical hook-up shall be the responsibility of the Contractor. L. Electric Control Valves: 1. All electric control valves shall be the same Size and type shown on the Drawings. 2. All electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. M. Control Valve Boxes: I. Use 10" x 10-3/4" round box for all gate valves. Carson Industries nIC-125 with green bolt -down cover or approved equal. Extension sleeve shall be PVC with minimum Size of six C6) inches. 2. Use S-1/2" x 16" x 11" rectaroular box for all electric cortrol valves. Carson industries • 1419-128 with green bolt -down cover or approved equal. 3. Use b" diameter x 6-3/4" deep round plastic valve box For all quick coupling valves. Carson Industries 0 608-12 with oreer flex -lock cover or approved eoual. 4. Use S-1/2" x 16" x ll" rectangular box for all electric control valves installed within on -grade landscaped areas. Carson Industries 0 1419-125 with green bolt -down cover or approved equal. 5. Use 10" x 10-1/4" round box for all quick coupifne valves installed within on - structure landscaped areas. Carson industries No. 910-128 with green bolt -down cover or a pproved eoua I. ants N. Sprinkler Heads: 3-0 1. All sprinkler heads shall be of the same Size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified in these special provisions. 2. Spray heads shall have a screw adjustment. 3-0! 3. Riser units shall be fabricated in accordance with the details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. All sprinkler heads of the same type shall be the same manufacturer. O. Sleeving: 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shelf be Schedule 40 P.V.G. or approved equal. P. Vandal Resistant Controller Enclosure: 3.9 1. Controller enclosure shall be of size and type Shown on the Irrigation Drawings and Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and terminal strip. 3. A 111 volt duplex box shall be provided with an On/Off switch, and a iii volt receptacle. Metal conduit shall run from the 111 volt supply to the controller housing. 41 power within the housing shall be properly phased. 4. A terminal strip shelf be provided, clearly indicating the proper po!nts of connection of all appropriate wiring (Station valves, master valve, common, central control). Q. Miscellaneous irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. PART 3 - EXECUTION 3-01 OBSERVATION OF SITE CONDITIONS A. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive approval from the City of Rancho Cucamonoa prior to proceeding with work under this Section. B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall be resporslble for damages to utilities which are caused by his operations or neglect. Check existire utilities drawings for existing utility locations. C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference with utilities or other construction or d1fFiculty in planting trees, shrubs, and ground covers. D. The Contractor shall carefully check all grades to satiafy himself that he may safely proceed before starting 3.02 PREPARATION work on the irrigation system. A. Physical layout: 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and location of sprinkler heads. 2. All layout shall be approved by the Gity of Rancho Cucamonoa prior to installation. B. Water Supply: 1. The trr(gatton system shelf be connected to water Supply point(s) of connection as Indicated on the Drawiros. 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor chang C. Electrical Supply: es caused by actual site conditions. 1. Electrical connections For any and all automatic controllers shall be made to electrical point(s) of correction as indicated on the Drawings. 2. Connections shatt be made at the approximate locations) shown on the Drawings. The Contractor is responsible for minor changes cause by actual site conditlors. 3.03 INSTALLATION A. Trenching: i. Dig trenches straight and support pipe continuously on bottom or trerch Lay pipe to an even grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation Ilnes installed under paving or hardecaping. 3. Provide For a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) irches or larger in diameter. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of two and one half (21i2 ") inches or smaller 5. Provide for a minimum of twelve (12) inches for all non -pressure lines. 6. Provide for a minimum cover of eighteen (16) inches for all control wiring. 1. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. B. Backfilling: 1. The trenches shall not be backffiled until all reouired tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfillfng, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted In landscaped areas to a dry density eoual to adjacent undisturbed soil in planting areas_ Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface Irregularities. 2. A fine granular material backfill will be initially placed on all fines. No foreign matter larger than one-half (7) inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonoa. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, planting, or other construction are necessary, the Contractor shall make all required adjustments without cost to the City. C. Trenching and Backfill Under Pavirol 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, shall be backfilled with sand Ca fever four (4) inches below the pipe and six (6) inches above the pipe) and compacted in layers to e5% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to eoua I the compaction of the existing adjacent undisturbed soil and "it be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set in place, cap and pressure test all pipiro under pavfno prior to the paving work 2. Genera!iu, pipino under existire walks is done by iacklro, borino, or hydraulic driving, but where any Gutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Cortract cost. Permission to cut or break sidewalks and/or corcrete shall be' obtained from the Cftu of Rarcho Gucamonce. No hydraulic driving will be permitted under concrete paving. 3. Refer to City ,Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. D. Assemblies: I. Routing of sprinkler irrigation lines me Indicated on the Drawings Is diagrammatic. Install lines land various assemblies) in such a manner as to conform with the details in the Dra w ino s. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifications pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. 4. PVC pipe and fittings shall be thoroughly cleared of dirt, dust, and moisture before installatlon. Installation and Solvent welding methods shall be AS recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal, shall be used on all threaded PVC to PvC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be solvent welded. E. Line Clearance: 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (12) inches from lines of other trades, with the exceptfon of the control wire sleeva(s) which shall be Installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one another. F. Automatic Controller Assembly: Install as per manufacturer's instructions. Remote control valves Shall be connected to controller in numerical aeduerce as shown on the Drawiros. G. High Voltage Wiring for Automatic Controller. I. 120 volt power connection to the automatic controller shall be provided bg the Contractor_ 2. All electrical work shall conform to local codes, ordinances, and union authorities havire jurisdiction. H. Remote Control Valves: I. Install where shown on the Drawings. Where grouped together, a Ilow at least twelve (12) inches between adjacent valve boxes. Install each remote control valve in a separate valve box. I. Flushlro of system: I. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of Sprinkler heads, the control valves shalt be opened and full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has beer accomplished to the complete sattsraction of the city of Rancho Cucamonga. J. .Sprinkler Heads: I- Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized. 2. Spacing of heads "it not exceed the maximum indicated on the Draw[nos. In no case shall the spacing exceed the maximum recommended by the manufacturer. 4 TEMPORARY REPAIRS The City reserves the right to make temporary repairs as necessary to keep the sprinkler system eau!pment In operatlro condition. The exercise of this richt i EX!STING TRF'ES ht by the City she!] not relieve the Contractor of his responsibilities under the terns of the guarantee as herein Specified. Where It is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly fn the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarrfng or excessive drylno. Where a ditching machine Is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hourst and where this is not possible, the side or the trench adjacent to the tree shall be kept shaded with burlap or canvas. )6 FiELD QUALITY CONTROL A. Adjustment of the System. I. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as poss(ble. 2. If it is determined that adjustments in the irrfoation equipmert will provide proper and more adequate coverage, the Contractor shat! make such adjustments prior to plantingm . Adjustments may also include charoes in nozzle sizes and degrees of arc as reouired. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days after notification by the City. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. 5. Rain Bird EFB-CP valves will be set per manufacturers specification so that each lateral operates at clarion pressure. B. Testing of Irrloation System: 1. The Contractor shall request the presence of the City of Rancho Cucamonga in writiro at least 48 hours in advance of testing. 2. Test a 11 pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure or 150 pounds per souare inch and proven watertight prior to paving. 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the G!tg of Rarcho Cucamonga. No pipe Shall be backF111ed anti! it has been observed, tested, and approved in wrltino. 6. Furnish necessary force pump and all other test equlpment. 1system 1.5 When the irrigation syste1s completed, perform a coverage test in the presence or the City of Rancho Cucamonga to determine IF the water coverage for plartina areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequaciee of coverage due to deviations from the Drawfnas, or where the system has been willfully irstalled as indicated on the Drawinos when it is obviously inadequate, without bringing this to the attention of the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site reoulrements. 3.07 MA!NTENANCE A. The entire irrigation system shall be under full automatic operation for a period of seven (1) days prior to any plantino. B. The City of Rancho Cucamonga reserves the richt to waive or shorten the operation period. 5HEE 1 a LL C: .9 L_ Q L Cr Cc E_ .S� C C C L C T c O rJ11111111111111 SHE E T OF= a v N 0 3.03 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system In its entirety for the City of Rancho Cucamonga 103 Disposal and Clean -up - at time of final observation. Any items deemed not acceptable by the City of Rancho Remove all waste materials (including excavated material classified as uriaccentable soft material), Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Cucamonga shall be reworked to the complete satisfaction of the Gltu of Rancho Cucamonga. trash and debrisgenerated or encountered during the course of landscape construction, and legally Soil moisture shall be such that soil does not crumble when removino plants from container. B. The Contractor shall Show evidence to the City of Rancho Cucamonga that the Gltu has dispose of it. During the course of the work, remove surplus materials from the site and leave Reg planter areas after planting, to restore smooth finish grade and to insure proper surface received all accessories, charts, record drawfros, and equipment as reouired before Final site premises in a neat and clean condition. Glean up and remove all remainingdebris and surplus drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is observation car occur. materials upon completion of work leaving the premises neat and clean. The site shall be cleaned established. Watering shall begin immediately after mulching. CCsradino shall accommodate the 3.10 SiTE OBSERVATION SCHEDULE Inspector. upon the request of the ins p mulch) A. The Contractor shall be responsible for notifying the City of Rancho Cucamonoa In advance PART 2 - EXECUTION 5.0'1 Protection: Erect temporary Fencing or barriers to protect planted areas from damage prior to Final acceptance. for the following observation meetings, according to the time indicated: 201 Protection: PART 6 - WIFED ABATEMENT 1. Pre -Job ConFerence - 7 daus Keen all plant material delivered to site in a healthy condition For planting. Plants shall not be allowed 2. Pressure supply line installation - 24 hours to dry out. Bare root stock shall be separated and heeled -fn, in most earth or other suitable material 6.01 Scope of Work e 3. Lateral linand Sprinkler installation - 24 hours until planting. Balled and burlapped planta shall have root ball covered with moist sawdust, wood 4. Automatic controller installation - 24 hours 5. Control wire installation - 24 hours chi s or other suitable material until planting p p - Provide all material, eouipment, and labor necessary to perform all work as indicated on plane, as 6. Pressure supply lire and lateral lire testing - 48 hours 2.02 Installation: reasonably implied, and as delineated in the specifications. 7. Coverage test - 48 hours 8. Final observation - 7 days Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and City prior to planting. B. When, observations have been conducted other than the City of Rancho Cucamonoa, show Sol[ excavated from planting holes shall be amended to backrill around trees and shrubs using the evidence in writing of when and by whom these observations were made. following mixture: C. No site observations will commence without "As -Built" record drawirg.6. The contractor Native, On -Site Soil with rock nogreater than 3" in diameter 602 Quality Assurance: shall not call for a site visit without "As-5ullt" record drawings, without cgmpletTng Gro Power Plus, 5-3-115 lbe/cy previously noted corrections, or without preparing the sustem for said visit. Iron 5ulfate2 lbs/cy A. The Applicator of all weed control materials shall be licensed by the State of California as a (To be used for bidding purposes only, verify with Agronomic Soils Test.) Pest Control Operator and a Pest Control Advisor in addition to any subcontractor !tcerses CONCRETE SPECIFICATIONS After backFillino, construct a 3" earthen berm to form watering basin around each plant, to allow that are required. PART I GENERAL thorough water -1n and establishment. B. All materials and methods must conform to Federal, State, and Local Regulatfona. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. 1.01 Descriptio Berms in turn areas to be removed prior to City acceptance. 603 Submittal: For concrete information refer to the Standard Specifications for Public Works Construction (Green Book: Edition per the City of RarcJ^io Cucamonga). Refer to Sections 4, 201, 303, and 400, as well r r.� PART 3 - SOIL e ARATiON AND FINISH GRADING Prior to the installation of a weed control materials, the Landscape Contractor shall submit to the any p as any other sections related to the installation, per and post lrnStallation of concrete work, materials, Landscape Architect/C!ty a list of the weed control materi616 and quantities per acre intended for use labor, and clean-up. The Standard Specifications for Pubic Works Construction !s ava!Ab',e rrcm: 301 Scope of Work: in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Aovlsor shall furnish the Landscape Contractor and Lardscane Architect and BI Building News A. Provide all materials and equipment, and perform all work necessary for and incidental to the City data to demonstrate the compatibility of the weed Control materials and methods with the 3055 Overland Avenue soil preparation and finish grading of all planting and lawn areas as shown on plans, as intended planting and seed varieties present. Los Angeles, GA 30034 reasonably implied, or as delineated in the apeciflcatlore. (310) 202-7775 B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. 604 Responsibility and Coordination: 102 Scope G. Cleaning and finish grading of planters areas and planting areas. Furnish and install all concrete work complete As indicated on the drawinos or as speclF?ed, including, A. Landscape Contractor is responsible for the erection of all signs and barriers required to but not limited to the following: 3.02 Topsoil: prevent intrusion into the treated areas and to notify the public. A. Furnish and set all reinforcing stee., bolts, and anchors. A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. B. No material or methods shall affect the landscape planting or hydroseed oerr, Ination. No B. Install all items required by other trades which are to be cast into concrete. B. Topsoil imported to site for use as Fill, backfill in planters and moundino, shall be sandy - material or method Shall render the job site unusable for more than 10 days From date of G Goncrste mow strips, footings for walls, Fencing, posts, benches, etc., where applicable. textured. Silt plus clay content of this soil shall be no greater than 159. by weight. The boron million application. content of this soil shall be no oreater than 1 part per as measured on the saturation 103 Protection extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter 605 Non -Selective Herbicides: All finished concrete work shall be barricaded to pedestrian traffic For three (3) daus. Barricade shall at 25 G. In order to ensure conformance, samples of the imported soil shall be submitted to be placed imediately after concrete finishing. Contractor shall Furnish, place and remove all of his an agronomic soils testing laboratory, approved by the project Landscape Architect for Non-selective contact herbicide and/or non-selective systemic herbicides Cas recommended by the own barricades. Contractor shall be responsible for any damage to new construction ar,d replacement analysis prior to use. Result of testing to be delivered to City for approval. Soil test to Pest Control Advisor) or repair of the work shall be made without added cost to the Cfty. frclude analysis and recommendations. 104 Clear, -up 606 Selective Herbicides: Upon completion of all concrete work and before final acceptance, the Contractor shall remove a!! 3.03 Sol! Amendmd-ts: tools, surplus materials, apparatus, debris, etc. From the site and the site shall be left'n a clear., neat All soil amendments shall be as specified in the Agronomic 5uitabllity/Ferttlity soils report furnished Selective pre -emergent herbicides compatible with Beed mixtures Cas recommended by the Pest condition acceptable to the City. by the Contractor Control Advisor) 3.04 Soil Prenaration: 607 Weed Eradication: All work on irrigation system shall be complete and Tn6pected for recommended approval and, fine PLANTING SPECIFICATIONS grading completed, prior to rototfliiro and prior to soil amendment work IF In the opinion of the Pest Control Advisor, perennial grasses and weeds exlatTng to the planting PART I - GENERAL After rough grades have beer established, prepare all lawn and planting areas by tilling or cross areas will require control prior to removal, spray these areas per Pest Control Advisor's ripping to a depth of 12". All rock and debris more than 2" In diameter shall be removed From the recommendations. 101 Scope of Work: site, except for areas that are to be Sodded, in which all rock and debris more than V in diameter Contractor shall provide all materials, labor and equipment incidental to and necessary For comn!ettng shall be removed. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious all work, as indicated on the drawings, as reasonably Implied,, or as delineated in the Soecificatfons g y ��p' Apply spread, and rototTl in all soil amendments as recommended to a depth of 6". Water area p y• p � materials from planting areas. as follows. 102 Standards: thoroughly after rototilling Is complete. Incorporate evenly into the top 4" to 6" the following for Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a death of 1" - 2" below A!I work and materials shall comply with goverring codes, safety orders, standards, and regulations, each 1,600 square Feet of planting area: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. the surface of the soil. Physically remove all weeds from the site. and meet the minimum requirements of the Standard Sneciflcations For Public Works Cgnstruc_ion 200 lbs. of Gro -Power or approved equal. PART '1 - LANDSCAPE MAINTENANCE (Greer, Book) latest edition. The above soil conditioning are minimal qualities only and should be used only for bidding purpose, 103 Quality Assurance: because soil conditions may chance drastically From the time these Specifications were developed to 7.01 Scope of Work: the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own soils A. All Contractors performing Site Development work, must be licensed In accordance with the analysis at a rate of one per every 25000 square Feet of planted area. These soil tests shall be Provide all materials, labor and ectuipment necessary for, or incidental to, performing all maintenance laws of the State of California. conducted by an approved Agronomic soils testing laboratort approved by the project Landscape requirements as reasonably imp!ied'or as delineated in the speciFications inclublre, but not limited to B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors Arch!tect and City. Copies of the soil test to be provided During the Pre -construction job conference. the following: and Material Suppliers expected to be employed during the course of construction. 3.05 Finish Gradlno: J C. Contractor shall obtain and keep in force Pubilc Llab?Uty and Property Damage Insurance, durin ertlre course of the Construction Contract. The amount of insurance shall be After rototilling operations are complete, grade areas to establish finish grades for planting. All flow Maintain all plants and planted areas- Keep planted areas free of weeds and debris. deterrmired by City. lines shalt be maintained and proper tolerances shall be met after settlement at the end of the project Prune trees and shrubs. D. Prior to start of site development work the Contractor shall notiFy the Landscape Architect maintenance period. Fertilized all plants and planted areas. and city to give starting and completion dates. Contractor shat! also supply the Landscape Finish grading shall leave surface of the ground uniformly smooth and Free of abrupt grade charge. Irrigation. Architect and City with the name and telephone number of the person in charge of the wort. ~ 3.06 Coordination: Insecticide spraying. 104 Responsibilities and Coordination: Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil amendment work, and planting. (See Weed Abatement section). 7.02 Fertilizers: A. Permits: The Contractor shall obtain and pay For all permits and inspections reou?red by PART 4 - TREES AND SHRUBS A. Commercial fertilizers with an analysts of 5 -3 -1 -Gro -Power Plus, and 12-8-8 Gro -Power governing authorities for the work to be performed. Controlled Release Nitrogen, as designated herein, or approved substitute as required by the i,ty all conditions and dimensions shown on the B. Existing Conditions: The Contractor "It verify 4.01 Scope of Work: Agronomic soils report. Available from Gro Power (309) 333-3744. g plants at the site prior to coience Provide all materiel, equipment, and labor necessary to install all trees and shrubs as shown on plana, shall verify the location and depth of all underground utilities prior to start of wore as reasonably imp led and as delineated in the specifications. B. Ammonium Sulfate: Granular Form contalnTng not less than 21% nitrogen and 24% sulfur and C. Temporary Utilities: The Contractor shall apply for and pa al! cost incurred for all p y p' y y 402 Products shall be registered as an agricultural miner, with the State Department of Agriculture in "Fertilizer temporary utilities such as water, electrical power and gas as required bu him for the A. No-r.erclature - Plant names indicated on the drawings conform the "standard Plant Names" J compliarce with Article 2 - Materials," Section 1030 of the Aoricultural Code. J construction of the project. Temporary services shall be coordinated with the C!tu and other established by the American Joint Committee on Horticulture. Except for names covered contractors on the job site. therein, the established custom of the Is followed. e nurser y 7.03 General: D. Survey, Refererce Points, and Elevations: The Contractor is responsible for establishing all B. Condition - Plants Shall be summetrical, typical for variety and species, Sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal Maintenance shall start immediately after landscape irrigation and planting. Surveys, reference points and elevations required by him, and shown on plans for p -oiler root systems, well -filling their container, buy not to the point of being root bound. Plants execution of site construction. Shall not be pruned at anytime, and In no case shall trees be topped. Maintain all plants and planted areas on a continuous basis as they are installed during the progress E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours reouired of the work, and continue to maintain them until final acceptance of total project. Renlace any deadSCq by him for the construction of the project. All temporary traffic barriers and detours shat! G. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and shall be of the size and caliper normally associated with the or dying plants as directed by the Landscape Architect and City representative. T conform to all conditions reaulred by the Gttu or goverrino authcr't!es. - container size Specified on plans. Removal of all tags, labels, nursery stakes and ties From all A. Irrigation: Operate irrigation system on an established program to maintain all ptants and v 1.05 Defective and Unauthorized Work: plant material prohibited until the approval of the Landscape Architect or Gity. D. All plant material delivered to the site showing signs of cJamage or disease or is insufficient planted areas 1n a healthy condition. Irrigation system run-off shall be kept to a minimum. 'C� r r, All work which its determined by inspection to be defective in its construct o or de cent in any of the repuiremerts of the plans and specff!catlors, shall be reredied or removnd, and -solaced by the In size to carry out the intent of the planting plan will not accepted and will be replaced at Dama a to irrigation s stem resulting from maintenance and egulpmert and/or maintenance g y ersonnel, shall be restored to its ori final condition at no cost to the City. f=ailure of an art p g y y p ,, t t , , Co actor at his own expense in a manner acceptable o he Landscape Arch?_ec, and City, Contractor's exense. of the irrigation system shall be brought to the attention of the Cit No repairs other than g u g u �^ J'�, E. Sizes of Plants'- Sha!! be as stated on the Plan. Container stock Cl -pallor, 5 -gallon, and 15- emergency repairs shall be accomplished without written permission from the City. 4Tf 1.06 Inspections- p gallon) shall have been drown in containers for at least ore Ci) year, but not over two C2) OF'CA V The Contractor shall arrange for Inspections by nottfytng the Landscape Architect, GTtu and governing years. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areae at authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections sra''. be as F. Substitutions - Substitutions For indicated plant material will be permitted provided the intervals not to exceed 10 calendar days. listed below, but not necessarily in this order. Only the Tnapectlon pertaTning to the project scope of substitute materials are approved in advance by the City, and are made at no additional cost work will apply: to the City, Except for authorized variations, all substitute plant materials shall conform to The Contractor may elect to remove such concentrations of weeds manually or by an Rough Grading. the requirements of these specifications. approved herbicide prooram. Drain Lines and Gatch Basins. G. Plants Not Approved - Plants not approved are to be removed from site Immediately and irrigations (main line pressure, coverage t system operations test). replaced with suitable plants. The City reserves the richt to reject entire lots of plants C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as Soil Preparat?or and Finish Grading. represented by defected samples. may become necessary thereafter by an approved method of pest control, to keep all plants r: Plant t'!ater!al (delivery 4 p!aceert). H. Stake all trees, as per details immediately after planting to prevent wind damage. and planted areas Free of insects and disease. Method shall be reviewed by the'Gity prior to substantial Gomp!etlon Inspection Cat completion of landscape improvements) - 7 Daus. L Plant trees that are to be located in lawn or around cover areas after finish grades are first any applications. Pest Control shall include Gopher control. Final Inspection (after maintenance period) - 7 daub, established and allow at least 7 calendar days prior to installation of said lawns or ground The contractor shall arrange a P -on job conference with the Landscape Ach?tect and City cover to provide For thorough watering of trees. All planting holes shall be excavated as D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of a minimum of seven (7) days prior to the beoinn're work defined on appropriate details. p. mairterance program and continue to prure plants as directed or as may become necessary the CIiY DESCRIPTION OF REVISION DATE 1.07 Guaranties: 4.03 Soil Amerdmerts: until the end of maintenance program. APPROVED: A. Plant Mate-lals: All trees, shrubs, Around cover± bedding plants and lawn she! I be guaranteed SO!! amendments Shall be as recommended in the Agronomic soils report Remove trash weekly. Edge ground cover to keep in bouncla and trim top growth as i from date of Final acceptance of ardscape construction for pe. ;ods as fo,.ows: 4.04 Trees 5take6: necessary to achieve and overall even appearance. Exterminate gophers and molest repair CITY 0 RANCHO C U CAM 0 N GA Tree6 24" box 4 larger 1 year Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further damaoe. Trees 15 gal. 4 smaller) year TnFormatlon. Shrubs A![ s izes120 days PART 5 - GROUND COVER AND BEDDING PLANTS PART 8 - ACCEPTANCE OF PROJECT P R E M E R E rt O M f S Ground Cover120 days 501 Scope of Work: 8.01 General: t-tAVENGREST Bedding Fllart120 days Provide all materials and equipment and perform all work necessary For and incidental to installing Lawn (sob)120 days all ground cover and bedding planta, as shown on plana, as reasonably implied, or delineated in the Upon completion or installation, a maintenance period of a minimum of 180 days For all landscaped areas is TRACT #1024 Lawn (seed)120 days from first mowing Specifications. required prior to final acceptance of the work by the City. The Commencemert date For the maintenance Guarantees begin after the project acceptance by City and at the end or the 1180 -day 502 Bedding Plants: period shall commerce upon written approval for all phases of planting installation by the City f�ublic Works p RANO M0 GUGAMONGA malnterance period. Landscape Contractor aha!! replace and plant all materials which have died the Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of Inspector. Maintenance period shall be adequate to verify plant characterlstics and establishment. �1`�ih f fi��IC�4T f ONS within time span stated above, at no cost and within 5 days from recelv!nq written notice from y the species and variety shown on plans. A. Two inspectlons shall be made that affect the establishment period: The first after all the Landscape Architect or City. If dead material is not replaced and planted !thin. t=ens day period, '_anoscope 503 Ground Cover: planting have been completely installed in order to approve the begins?ro of the City may replace dead material with rew materia, and charoe :he i Cort,actor o, all expenses incurred. p Ground Cover: Provide around cover of the species shown on plans. Ground cover shall be establishment period, and the second at the end of the establishment perlod. If lanttnca are p p APPROVED BY: established and well rooted In flats or similar containers. not acceptable at the end of the 180 day period, due to defective maintenance, then continue DATE: ' l B_ Construction Materials: The contractor shall guarantee all workmanship and materials For all 504 Mulch: establishment until all work meets with the Specifications and can be approved. CITY ENGINEER ,_ .!_ / /, ,. jr RCE: 24953 site development, for a period of one year from date of final accen'tarce of nro ect. 108 Material and Labor Releases: Mulch: Shall be of compacted wood chip fiber. 505 Coordination: r A. Do not have plants delivered to the job site until site conditions are ready For planting. if B. At terminatio of establTshmert period all plant material shall be live, healthy, undamaged, and free of Tnfestatlon. Inferior plartinos shall be replaced and brought to a satisfactory condition DESIGN RECO M,ENDE 3612 ItISSION INN AVE - JE } Unor completions of the work, the Contractor shall preser, to the Citu, stoned copes of all labor and y V p lantlno is de a d, keen last roots moist and ace in a sheltered location rotected from ! ye p p! p before final acceptance of work wilt be made. All areae shall be neatly raked and free of RIVERSIDE, CALIFORNIA ' ttor materials re eas�s for all work ve .o .: ed urde 5lte D ve,c, .. :.. - the sur:, wind and other damaoird elemerts. weeds. ''"" - 92501F DRAWN SHEEI B. Sol preparation and. f',ne oroaino Shall be completed and trees and Shrubs installed prior to (909) 781-1990 J� bedding ptants and orouro cove- p!art'no. LIC. X1512 L -S OF 8 FAX (909) 686-8091 �_- 506 InstaPatior': Plant ground cover and bedding plants in moist soil and space as indicated on plans. CHECKED DRAWING NO. R.LA N0. �sT� C,de DATE 01/14/03 --FILE NO SHE E T OF= a v N 0