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HomeMy WebLinkAbout1448-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS TE RA ? - -- omes ITE 'A' RA VISTA PARK WAY . MED)IAN Is AT TRACT 13351 , SOUTHERN CALIFORNIA PROJECT MANAGER • TONS DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT NO. 4 1 15 6 N. MOUNTAIN AVE./P.0-BOX 670. : UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES t SHEET INDEX NO. DESCRIPTION NO. DESCRIPTION 12 TITLE SKEET 13 2 CONSTRUCTION PLAN 14 CHAFFEY 1 : IIEc1ONAL AAN_CMO Ct1CAM "GA CITY LIMIT rARK 4 1 C040A I r �7 C ONS �N DETAILS 15 r t J a ca.E« ; ; .� 1. M Poi ntft shaA be owned Rdn the City Ergine* prior b mmme" any work. �♦ 4 IRRIGATION PLAN 16'�\ t 2. M work shall be performed according to current City standards and the Standard Spec�ttcatbns for Public Wortcs Construction. ' -- PRdPOSED ---�---_ ISN ST FREEWAY i 3. At fin conclusion of rough grading. an agronomic softs report shall be hunishd to the City Inspector and all such recommendations s IRRIGATION DETAILS 17 "a ILM IMe � hom such a report shall super ade soft amendment recommendations shown on the plans. s IRRIGATION SPECIFICATIO 18 \ \C \ I W ?O�',► EcT s�T �� ; �A •,�.,,, 4. Upon completion of Instanarion, a maintenartos period of one honoree aro sightytll0) days Is ntiquhso prior to final acceptance of tfhe 7 PLANTING PLAN Foe I. �» I� work by the City. Maintenance shall Include mowing. weeding, Irrlgation, pruning, raising tree root balls which settle below grade, 19 o : Foor.XL 901AM" llrtlzing aro applying such sprays as are necessary for proper care and upkeep. Maintenance also Includes of repairs, replacement, 1PLAND W� � cleaning and adjusting necessary to keep the Irrigation system In good working order with proper coverage. Ccmencement date for 8 SPECIFICATIONS 20 �"art the into ance period shall lea anoroved In writing liar the CltX InsRec�y MINTENANCE PERIOD SHALL BE ADEQUAIE TO 1(ERIFIt. .. I A*�" MPMAaSMTR F" MAMT CHARACTERISTICS AND ESTABLISWEt(T. 9 21 S. Ona controller chart shall be provided for each controller. Controller chart shall be the maximum sire the controller door will allow Ir 5 I and shalt show Me area oorered by the automatic controller. The chart Is to be a reduced drawing of the actual as-built system. 10 22 1 i iHow"►er, In tate event Me controeer sequence Is not legible when the drawing b reduced. It shall be enlarged to a size that will be 1 readable when reduced. The chart shag be a bla&llne print and a different color shall be used to show the area of coverage of each 11 23 ` S""' .�'""'�"°"`""E milom When completed and approved by the Public Worcs Inspector, the chart shall be hermetically sealed between two pieces of o>rrARb , , plastic, each piece being a minimum of 20 mils. thick. The chart shaft be mounted using Velcro or approved equal type of tape. These charts must be completed and In place prior to final acceptance of work by the City. ONTARIO INTERNATIONAL AIRPORT S. r uncle it d' 0" concrete rrawsla shall be provided between all shruW"uroftover areas and turf areas. trips shall also be provided beneath metal fer►clrtg and where City maintained areas are agacent to privately maintained areas. 7. Sbowsgk layout is conoeptwl only. Approval of the Anal sidewalk lsTyout shall be made In the field and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP hole owxMions as avwowd by the Public Works Inspector and Project Planner prior to Anal construction. CONSULTANTS •. Appilcatlon of any chemicals shall be by State licensed personnel. All pesticide applications require PCA recb mefidatjort. 9. Any trees within Ave (S) het of waft, woks, cuths or other potentially root-damaged hardscspe shell be Installed with rooroontrd barriers. Prior to backAlting trees) planting, contractor shall have the City Inspect root barrier installation. 10. No trees shall be planted within three (3) Net of curbs. 11. AS tins are b be blued: ten be from any street light, power pole. or rainbrtxd coni ete box; Rte feet from any drive approach, Aro hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any water mew or sewer line. MADOLE AND ASSOCIATES. INC. I2. Grading standards fbr City in -iblained- Sreas, shalt be: OF SAN BERNARDINO COUNTY LTING CIVIL* Sidewalk max*mum 8.3% � - d d n0 CONSAND LAND PLANNING ENGINEERING * Maximum slopes' ln. turf' areas- b:l . f W * Maximum shopes. in.$round comet rbe-tweerrsi�dewalk and curs 4.1 IRRIGATION CONSULTANT S ` * ��� 545 N. Mountain Ave., Suite 105 V Z Maximum slopes, in ground cover areas beh3trd sidew0A 3:1 MISW.FOURTH STREET - SANTA ANA • CAlt7o1 W * -Maximum grade crossing (711)835.2353 UPLAND, CALIFORNIA 917861 4TRACT 14150 > PHONIC(714)946-2949 =STING MEDIAN ' � a TRACT 12670 was PM 12602 _ VISTA PARKWAY LANDSCAPE QUANTITIES G UCA TERRA m o c TOTAL ACRES IN R.O.W. 141 Z TRACT 14421 821 - W TOTAL SO. FT. MAINTAINED AREAS 9 ko. tCIT � DESCRIPTION OF REVISION DATE ArrROvED TRACT 13351 ..1 11 r � TOTAL TREES IN R.O.W, _ MI AG NOL lA C�RANt7l�I,ORA �5�►MVE L SoNtM�� � � g LANDSCAPE PLAN ; O CITY OF RANCHO CUCA MONGA PROJECT LOCATION TERRA VISTA PARKWAY SHRUBS 5 GAL 484 �C17 TERRA VISTA MEDIAN EAST PHASE 1 SHRUBS 1 GAL 166 TERRA VISTA PARKWAY MEDIAN` U � TRACT 13351 . TOTAL GROUND MOVER N RM 3848 ,51F. LEWIS HOMES TOTAL STAMPED CON�ETE N ROW. 2371 S.F *`� (jf6tilii (AN�s APPROVED BY DATE l-' SA �.�� CITY ENGINEER RCE NO 24953 O� DE51GN kfr 'MMENDED *)t-and Concem, Ltd Uc. Im. iTfl.3 l - � ---" 1750 EAST DEERE AVENUE HEFT T dig3- lo'gCI+AwN SM1TA ANA CA 92705 NTS GATE PHONE (714)250-4822 �_or _ • �• CHECKED RCE NO DRAWING NO - - - y• �� OF CAL�� ��•" DATE FILE NO- PROJECT O PROJECT SHEET NO. OF CAWSTRUCTION LEGEND A/C, ASPHALTIC CONCRETE C.J. COLO JOINT C� CENTER LINE CLEARANCE r CONC. CONCRETE r CONT. CONTINUOUS DIA. DIAMETER D. F. DOUGLAS FIR rn EA. EACH " .'. Z EQJ. EQUALSION JOINT EXIST. EXISTING FTG. FOOTING GALV. . GALVANIZED _ C H. B. HEADER BOARD _ rn M. B. MACHINE BOLT MAX. MAXIMUM Z MIN.I MINIMUM CNAT. NATURAL INS rn N. I .C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER T14150 - TRAC . P.A. PLANTING AREA h PROPERTY LANE fnD. RADIUS — (�• m R.S. RESAWN _ R. RISER R.O. S. ROUGH SAWN RKWAY .� <P pRWD. REDWOOD Now W ISTA � _ � SHT. SHEET S.L. SCORE LINE � gas - TERA - — ' SQ. SQUARE R Ito Y 0 v — > > S S SURFACED FOUR SIDES _ < _>< O �TP. STANDARD :.;: — r 41 °� LL T.f. TOP OF FOOTING 1� .. �A ? STARTING. [IGE .. F STAMPED r . r ; T.W TREAD WA '� I CONCRETE PAV NG _ T � NJ I = I z T rc4s' I M N � TYP. TYPICAL PLANTING EDGE W. . rA IN THE FIELD. WROUGHT IRON W.W.M. WOVEN WIRE MESH TYPICAL d PENNY (NAIL SIZE) — FA m - SECTION ......_ ........... woo ...................... rn _ - r _goo 1 low TRACT 1335 wlgoo . . ti.t{, ;tom-= rl�vij�m Ah A • • '� � �� ARKWALdo v ��7 j dw rn . iso " rw ,car 14 - woo tn Y k _ KEY MAP 1it rn o ............. ...::.: .:.... ............. • is, � - .......... r� � 4�p = �: 12 �A v Q E TVPICAI STARTING EDGE 0 3 SECTION � rn VERIFY 5' MIN. PLANTING EDGE IN THE FIELD 411 bow- O F STAI�PEO DESCRIPTION OF RE VIS ION DATE CITY ArRROVEO �N � �'• 3 CONCRETE PAVING 3CITY OF RANCHO CUCAMONGA OITA TERRA VISTA 0 o TERRA VISTA PARKWAY MEDIAN TRACT 13351 ' CONSTRUCTION PLAN _ `,,�►,►n tEWIS HOMES • 1"•20' �,. �.. ,<< • M• Sq;, APPROVED BY.' DATE: - CITY ENGINEER RC.E N0. 24953 DESIGN RECO MENDED - UC. N0. 1183 I o• S d Cawikm Ltd DATE DRAWN 1 T:A EAST DEERE AVENUE SHEET • SANTA ANA CA 92705 2 or$_ PHONE (714)250-4822 OF CAL�� CHECKED DRAWING NO Q KC E NO Q p� DATE FILE NO PROJECT SHEET NO. OF • t 1. STAY.E TREE PERPEIIDICULAR TO PREVP11.11'G I Ova %%a►1L oC urra. - $p0.C►t�p' MULCH w v F� PLACE 'EROa-POfrER` TA$S IN PLANT' T•e�v►�carna�.•M- CORTPPER PIOR TO PLfr!T!'s FOR OSSERYATIQN PURPOSES. r Km TO Fm DEPREssm WATERING BASIN TOP Of STAKES NOTE: . rii rlaxnc GUYING-OF MULTI-BRANC REES IS LEFT (Y) CINCH TIES SPACED 21" APART FOR TO THE CONTRACTORS RET ION DEPENDING CSCt CITY STREET TREES OR TO (8') I.000E POLES ON BRANCH STRUCTU ND WIND EXPOSURE. 'GLOW-POWER• PLANT TAISQt 120 XI ' "MANUFACTURER'S OECDMENDATIONS 2'! OIA. .L006E POLE STAKE5.8' LONfi� A" BACKFILL NIX PER SPECIFICATIONS WITH WOOD PRESERYATIME STAIR, , APPI:OCEO TREE STAUS CONTAINER PLANT HOOT BALL UNDIT .(P) DIA. GREEN GARDE;I HOSE /I sud A NI11lMUH OF 12" INTO `PER SPEC!riCATI011 URCED SOIL AND ALICll STAY.ES ROOR CL'ARD IN TURF A.^.EAS AND rRONT YARDS. , I/Z" DIA. WHITE POLY TUBING STAMPED CONCRETE PLANT PIT TO K :) TINES INE OUTSIDE ROOT BALL. 00�11%2"DN jSIIEDCCNU511E0 AGGREGATE CASE Fi�. 6r4U✓IMISpTURN9UCKLE Q RAND WIDTH Of THE BALL i 12' 10 I.ENCTII OF PIPE (LOCATE 18"FROM TRUNK) BELOW THE BOTTOM OF THE Root 10 GA: GALV l N I ZED GUY - rr BALL , �� WIRE 3 REQUIRED a,. ,r.. a..,,��•�.. ., FINISH GRADE � . NATirE SOIL '. ' .' • ffEP WT OR EQUAL COLI I PL.ANTEP. Y EQUAL •� — 22-29-IOP WHERE REQUIRED;OR 2 X 4 X 18" kEDWOOD DEADMAN 1• UITANHIIE IMTTEO ROOTS IT IOOltNINO All ROOTS AT EDGE OF ROOT WL'WITH WATER .. ; -' _ - APPROVED EQUAL. , EACH GUY WIRE • FROM HOSE. OA NOT CRACK NOT $AIL. "GROW-POWER" PLANT TA°S PER • F- FW'UfACTURERIS RECOI•IE,? :'= _ t. PLACE "GROW-POWER* TMS IN PLANT CONTAINER PRIOR TO PLANTING FOR OISERYATI011 8 =Illi♦ PURPOSES. c �� �y w �• °O —I"1 ACKFILL MIX PER SPECIFICATIONS z - ti _ ., 1111==IIi'.�''liiil • REFE TREE STAKING 1. ALL SHMI/GRDURD COYER TO M PLANTED AT EQUAL SPACING (TRIANGULAR) URLESS N _ NATIVE SOIL _ VIII DETAIL CANT IMG B AND VINE � `TWICE n T R�1LL DIA14F.TER� SANT P1T:�o DE (t� t11+Es THE PIT SPECIF IONS OTHERWISE INDICATED DM /CARS: SEE 1E0E1r0 FOR SPACING REQUUEMENTS. SHRU1110TH OF THE ROOT $ALL AND It" PLANTING DETAIL 2" 12" BELOW TIC BOTTOM OF TILE 010"Blll. TYPICAL do GROUND COVERNA SECTION SPACING CITY TREE STAKING TREE GUYING -.0 • ,, 't. PLAN VIEW - STAMPED CONCRETE BANDING ORIGINAL SOIL TO BE 1 • I REMAYED TO ALLOW R' NYLCN >ROM ►ICI it . UNGROUTED JOINTS s CDIA STAMPED "BOMACRON" PATERN, STACKED BOND GRANITE CONCRETE CDM _�_� SETTS. INTERGRAL COLOR "AUTUMN BROWN" BY L.M. ` SCOFIELD CO. 1JlbCm f � �u r •x � NATIVE !fL - ' �^ A' THICK 100L O• II=• MEDIAN SECTION PRE-SATURATED COMPACTED SUB-BASE SAND OR I BASE MATERIAL BY ENGINEER, IF SOIL REQUIRED AS DIRCTED EXPANSIVE. STAMPED CONCRETE _ I I • - - -7- --poll 11 7•_ OWN. OF as � DESCRIPTION OF RE IS ION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA TERRA VISTA PARKWAY MEDIAN TRACT 13351 PLANTING AND CONSTRUCTION DETAIL§ LEWIS HOMES APPROVED BY DATE ,... CITY ENGINEER RCE. W. 24953 DE5!0N RFC ` M tiDEI� &1TAire� __ Land Concern. Ltd. _ DRAww 1750 EAST DEERE AVENUE_ SHEET SANTA ANA CA 92705 3 PHONE (711025-0-4822 tif:KE: DRAWING NO RCE NO DATE —_ FILE NO _ ! PROJECT- SHEET NO. OF IRRIGATIQN EQUIPMENT LEGEND - _ _ SYMBOL MANUFACTURER MODEL 140. DESCRIPTION NOZZLE RADIUS G.P.M. P.S. I . PATTERN 0 RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 1211 12* r 1.3 30. HALF CIRCLE ' lb 1812-SAM-PRS 12T 12* 0.8 30 THIRD • 1812-SAM-PRS 10LA-H lO* C.8 30 HALF 1812-SAM-PRS VAN 12 :.1 30 ADJ. 0 1812-SAM-PRS 8FLT-H 8* 0.8 30 HALF Now 1812-SAM-PRS 8FLT-Q 8* 0.4 30 QTR. r r RAINBIRD "EFB-CP-PRS" SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE X VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. RAINBIRB 33-DLRC QUICK COUPLING VALVE KITH LOCKING VINYL COVER - 3/4" Z 3 i H NIBCO T-113 SERIES GATE VALVE WITH BRONZE WHEELHANDLE - LINE SIZE �-- -i BURIED PRESSURE MAIN LINE PIPING -AND PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES If" AND SMALLER - SIZE NOTED REFER TO DETAIII SHEET 5. ITI 14150 BURIED NOt�-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - cT SIZE NOTED REFER TO DETAIL SHEET 5. �� !• : CS, _ Q� a INDICATES FLOW IN G.P.M. FOR ELECTRIC VALVES. - INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER J ARKWA�� 1 INDICATES ELECTRIC CONTROL VALVE SIZE * SEE PRESSURE COMPENSATING SCREEN CHART FOR PCS SELECTION in R M PARKWAY y-4VISTAw 0 RA :T _ ................ .. ::... ...:: :.: N !9 ...::..:.............. .:..:.... ........... r _ ........... ::.:.:..... woo = L I N 1'11 � i••r N :... .. ....:.:.:.. iar KEY MAP ! V ' _ - It a ... N - Y; 4 : I Ila u II u - 2 ,I ►��' IIS 11� _ _ woo rPRESSURE CALCULATIONS 0 % WATER METER s SIZE 2_ \ H.G.L. loss TRACT 13351 ,300 � - PCS" NOZZLE SCREEN SELECTION GUIDE 3.58 X.433 - 165 P.S.I. low (EMOTE CONTROL VALVE 114 SIZE 1%" DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 _ GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 � MAXIMUM DEMAND 50 G.P.M. COLOR BROWN SILVER ORANGE BLACK HITE GREEN YELLOW W - ELEVATION 1306 FEAT SPRAY 8F-FLT - - 6- BUB. 2' BUB. 3' 5' +8' �- - 3'11601 PRESSURE 0 R.C.V. 152 P.S.I. 8H-FLT 4'-6' 7' _ 6T-FLT 4' 5' +8' - - - - 8Q-FLT 4'-5' +8' - - I GS-1 r r _ WATER METER 2.0 LOW ANGLE I OF4 A - 1' BUB 3' 4' 5' +10' - SPRAY 15 DEG 1OH-LA - 5' T +10' - - r r _ R.P.BACKFLOW DEVICE 11.0 TRAJECTORY 10T-LA 3' r T +10, - - - - 1004A 5' i' +10' - - - - - r _ GATE VALVE 0.1 _ _ - s- r STD ANGLE 12F - - - V BUB 2' BUB 6' 7' - MASTER VALVE 1.3 SPRAY 30 DEG 1 ZTQ - - - 8' +12' - r TRAJECTORY 12TT - - 4' 6' _ 8' t 1 Z' 8' dw _ 'CPRESS.REG.(FALL 4.0 - - 12H t 10' +12' so 12T - 8' 10' +12' r _ MAIN LINE LOSS 15.0 120 3' 4' r +12' i j . 4iso � r 1 X• REMOTE CONTROL VALVE 3.T � • Rp►C? 1 - �111IIfN RADIUS OF SPRINKLER HEADS,REQUIRED FOR PROPER COVERAGE,IS LESS THAN RADIUS SHOWN ON LATERAL LII 3.3 �'t,ENO, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD 'PCS- PRESSURE _ ' _ f r 1�COMPENSATING SCREEN FOR ROW AND RADIUS CONTROL. SELECT SCREEN ON CHART A$dVE FOR - fnPRYING LOSS(10%) 3.0 r FROP.RIATE RADIUS __ _ _ __.._•._ ELEVATION CHANGE (LOSS) 2.6 • A N N -'1 � .- .- .. . • . • S A A �NI �r l, : . � I _ TOTAL S YSTEM LOSSES 6.0 PRESSURE REQUIRED AT HEAD: 30.0 4' - InTOTAL PRESSURE REQUIRED. 76.0 �_,/ - j N )• a � X5.0 • . STATIC PRESSURE AVAILABLE• E R• N Iit �y�� = ----_._- --- G PRESSURE A BE tR -SET) 82.0 O RESIDUAL WATER PRESSURE: 16.0 _ WATER Jwl_ 2 CITY RESIDUAL� PRESSURE REQUESTED. :.....:........... 1 N Ile - = - A . CITY v 0 ! DESCRIPTION OF REVISION GATE APPROVED sCITY OF RANCHO CUCAMONGA 351 . . 0 0 c CT 13 9� TERRA VISTA top 0("'A LANDs� TERRA VISTA PARKWAY MEbIAN Z POINT OF CONNECTION - C014NECT TO EXISTING 2 p�'P M• SA TRACT 13351 CAPPED LINE, ONE COt1MOII WIRE AND TWO (2) ��• �,�` h'i CONTROL WIRES INSTALLED DURING PHASE I ,� �� �� IRRIGATION PLAN CONSTRUCTION AND EXTEND TO NEW ELECTRIC :W UC. NO. 1283 LEWIS HOMES _ CONTROL VALVES BI THRU B2. REFER TO PHASE 1 •/ "AS-BUILT" RECORD DRAWINGS FOR ADDITIONAL 10:20' DATE -' APPROVED 8Y: DATE. • �� INFOR14ATION. J THEN VERTIC/l OBSTRUCTIO14S (FIRE HYDRANTS, CITY ENGINEER RC.E No. .24953 STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE / D SPRAY PATTERF' OF THE SPRINKLER HEADS AS TO DEsIGN RECO LADE PREVENT PROPER COVERAGE, THE IRRIGATIO14 OF CALIF �fl d C:ooCe�.Ltd CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER DRAWN 1750 EAST DEERE AVENUE SHEET SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF NOTE: THIS IRRIGATION SYSTEM IS BASED SANTA ANA CA 92705 CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE UPON A MAXIMUM OF 3• WATER PER WEEK PHONE (714)250-4822 -4--Of --$- OBSTRUCTION -SO AS TO PROVIDE PROPER COVERAGE. APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A CHECKED DRAWING NO .ALL ADJUSTMEITTS SHALL BE MADE AT NO ADDITIO14AL WEEK. ( 9:OOPM - 5:00 AM ) RCE NO COST TO THE OWNER. (TYPICAL) V�'- DATE FILE NO - PROJECT SHEET .NO. OF GENERAL IRRIGATION NOTES ( s� . GR�OE 1. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS%L" ABOVE FINISH GRADE. , _ ,� — ROUND CONC. VALVE BOX & FIBERLYTE LID 2. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE MARKED "IRRIGATION GATE" "CHRISTY" FL8 IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. BOX & FLBD LID (OR EQUAL). ••� ry= CLEAN SACKFILL - SEE SPECS. FOR = I 3. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MiNiMUM OPERATING PRESSURE AND THE LEGEND MATERIAL. W% COWACTION REQUIREDN MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT .EACH POINT OF MULCH COVER. FINISH GRADE _ .. CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONC. CIRCULAR 'CHRISTY' VALVE m p o a' o a e e-• 8 „ o f • CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED,ON THE N o o BOX ILF8 WITH, IYFL8D FIBERLYTE LID .a •+ o o v dac o i eo DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO �' O 0,0 p' . ; °° EMBOSS IN 2" LETYERS: Q.C.V. o O� " ° THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT _ 1 c� 070 CDNONPRESSURE LATERAL LINE.SRP REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME of _� o o�� o p o o .� 9 p. ' o o ��o'�• MULCH COVER _ RO SCH. 40 SNAKE PIPE IN TRENCH. FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. O�'a ' a(:, v FINISH GRADE _ Ti( IIIi N 4. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE •� +-- —� QUICK COUPLER VALVE, SEE PLAN = — PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO =_ II = = IIII I�iI� AND LEGEND a PRESSURE SUPPLY LINE: SCH. 40/CL.315 J SNAKE PIPE IN TRENCHMAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. _ III II BRASS NIPPLE, `.-'' J WIi � i. 5. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR i LENGTH AS REQUIREDISI DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. -- 6" MIN. DEPTH CLEAN PEA GRAVEL �' BRASS GATE VALVE ��' ll - AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL WITH BRONZE HANDWHEEL ( PROVIDE Z• OF CLEAN BACKFILL FEATURES. --+ BRASS STREET ELL, TYPICAL BRICK STABILIZER, TYPICAL I 12" TYPICAL CONTROL VIRES - $ME AND TAPE 6. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM " (VIII o o,� , o_c �o `�� ova AT 15' O.C. AND INSTALL UNDER PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS" BRASS NIPPLE 6 MIN. LENGTH _ �» ��'�c"•��'• '� 3/4" WASHED CRUSHED TO PRESSURE SUPPLY LINE MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE /� © / -� PVC SCH 40 TEE OR ELL m ` o`. C59"o acs o be ,•, AGGREGATE BASE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. � I •. �b �0�. G 0.e I PVC MAIN LINE II II 7. DO NOT WILLFULLY INW STALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS 7c-- DEPTH AS REOUIREO / L OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA SCH 40 PVC MALE ADAPTORS� � . DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE. 36" MIN. LEGTH #4 REBAR NOTE: IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. STABILIZER, ATTACH W/TWO (2) NOTE: S. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR STAINLESS STEEL BANDS 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIKCTION. TEFLON N. PiPE DOPE ON ALL PVC MALE PiPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES - EXCEPT MARLEX FITTINGS. 9. R IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WiTH ALL O U 1 C K COUPLING VALVE GATE VALVE -3" or smaller TYPICAL T R E NCHIN G GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HI$ + 3 2 1 WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS,PAVING,STRUCTURES, ET , CONC. VALVE BOX & . FIBERLYTE LID 10. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION EMBOSSED "IRRIGATION RCV" IN 2" HIGH CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF LETTERS ("CHRISTY" 89 BOX & FL 9D LID) SUFFICIENT SIZE UNDER ALL PAVED AREAS. EMBOSS IN 2" LETTERS: R.C.V. & STA. NO. /2" ABOVE FINISH GRADE to SMIIIntR • NMI Pin A HI-POP SHRUB HEAD SKCIFItD KMN VITN 0S fit% fj1t SCN 10 PVC RAIL AWTOR FINISH GRADE ICN 10 PVC IIIt011 - SRAS! atPPLt _ �WAf�tltNo CONNECTORS I� ELECTRIC MT ROl VALVE o .• i SN iRAOt MULCH COVER. v ' G c e o o�• c.Q40 o� 4 •�Q•0 o d 3' s Pig TAIL EIPMSION LOOP (MIM. 24• IOIK) NON-PRESSURE LATERAL . PASS AfKIE flat LINE & FITTING SLIP BASE SOCKET OVER ENO OF WIRES _ *--FLOW ELL IAlrt V/UNION ^MARLEX 900 STREET s STEP l = IRASS Vim[(Tim ) STRIP wIRES APPROX. S/B' FROM ENOS-TWIST TOGETHER v 1/R• iUSMID CRUSHED APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL III AwtGATE CAVITY WITH SEALER SIN b PVC NiPPLE ♦ SCH 40 PVC 900 STREET ELL STEP 2 0--tONttOI i CO*CR rtRtS MARLEX 900 STREET ELL LOUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE AND CUT OFF EXCESS WIRE SCH 80 PVC NIPPLE - TYPICAL (2) PLACES —PULL BASE SOCKET OYER ENO AS FAR AS POSSIBILE i SCM 10 PVC SSBI TEE NOT ►RESSURE SU/PLT LINE ANTI-BRAIN VALVE AS REQUIRED STEP 3 I - ..,...,.....�...a..� VALVES A I. INSTALL CPUSH SEALING PLUG INTO BASE SOCttET 0RTa0l NtNIIVI OF 12' F04 STRUCTURES OR M>ZDSCAPIIIB. 2. INSTALL VALVES It RAIIT SEAS tR[RErta POSS11lE KEIT TO SIOEItS. EDGE OF LAWN.1. LOCATE HEAD 6" FROM WALKS, CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, ANDYA PUSH WIRES TO END OF SASE SOCKET TO ASSURE J. "t VALVE 101 AT IIWT AIKLtS TO STRICTURES OR NA110"IRi. 2. LOCATE STREAM SPRAYS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM ALL COMPLETE SEALING OF CON;+E:TION 1, PLACE ACCREGATE PtIOR TO INSTALLATiON OF VANE 101. STRUCTURES 1N SHRUB AREAS BUT 6" FROM ALL STRUCTURES IN GROUND COVER AREAS. STEP A S. ATTACH %WlSTT' VALVE IDENTIFICATION TAf VITN V"M IATt MMOLLER 00 3. USE TEFLON TAPE ON ALL MALE THREADS. RAINSIRO SNAP-TITS WIRE CONNECTOR VALVE NUPW R , TO CON T a0L vial. S REMOTE CONTROL VALVE WiTH SHUT-OFFVALVE 81 UNiON/ MASTER VALVE 5 Hi-POP SHRUB SPRAY 4 WIRE CONNECTOR a — _ i DESCRIPTION OF REVISION DATE CITY A►►ROVEO `P��EpRNIA (qa��C� CITY OF RANCHO CUCAMONGA TERRA VISTA W �'-pA�• '� s V1 TA LiC. No. 12x3 TERRA VISTA PARKWAY MEDIAN 13351 IMATiON DEALS E OF CAL1F� LEWIS HOMES APPROVED BY DATE — — CITY ENGINEER RCE NO _?L DES+GN RE C,'WAENDfD DP Land Concern. Ltd _ DRAWN 1750 EAST DEERE AVEFr,,'F SHE T d d Pagano 1?.P SANTA ANA ICA 92705 5 8 IRRIGATION CONSULTANT T" O PH OW (710250- 4822 109WEETPONITMT CHECKED aCE NIO DRAwiNG NO MO auaE-aa p/� DATE NO f �- HEET N . OF PRQJEC�,. S O . - - - - .l SPRINKLER IRRIGATION SPECIFICATIONS ADDITIONAL IRRIGATION SPECIFICATIONS - I PART 1 - aINF RAS 1.01 DESCRIPTION • A. Scope Of Mork: Provide all lasor. materials, transportation, and S. Th* chert shall be • blackltn* or blue line ozalld print dad 0 Brass ►tot and fittings: 0• NIfCellaNeeYf Irrlptlon Eplpment t. Sprinkler heeds shall be Installed only after flushing of the 02M IOMTM Tmtm services necessary to furnish and install tot Irrtgatton System as a different color shall be used to indicate the area of system has beth accomplished to the complete satisfaction of . shorn on the Drawings and OescrloN herein. coverage for lain station. i were indicated M the Drawings, use red brass screred pipe I. Refer to Irrigation Plans for fives sad types N the Ctty of Rancho Cucawbnga. �� conforwinq to federal Soecificatton stfe-►-351 miscellaneous trrtgatton equipment. 1.02 QUALITY ASSURANCE i REOUiREMENTS i When completed and approved, the chart shall be hermetically �, Emitters staled between two pieces of plastic, each piece being a t. ittttngs shall be red brass conforming to F Ntra 2. All Mtsc#1laneous irrigation equipment Shall be a Specified 2.01 MATERIALS A. Pentts and fess The Contractor Shall obtain and pay for any bpd dtntm,m 20 wits. Spfcit,tatton dWdn-P-160. or approved eowl. 1. Install aN WV*twv as hslgnst f on tem Drawings. K. AUTOMATIC CONTROLLERS' I - lll permits and all obserr+tions "s rgqutred. AN emitters to N Installed In this wont shell M 7. These charts shall be completed sod aporowN prior to final E. Copotr H pe and failings egniv+lent In all respects to those Itemized. , . /. Manufacturer's Directions: Manufacturer's directions aim detailed observation of the irrtgatton system. PART 3 - EYEQITION 1A1Rorftetle � *Md elle drawings shall 0! foll0rld iw all casae vne*t the manufacturers Of 1. Npe: Type K, Aard t#Mpt*N 2. Spacing Of Ensieerr Mall not #rceed the Mx1uuM lndicatN ep . NPe � On the articles used io this contract furnish directions covering points 0. Operation and Maintenance Nanuelf: 3.01 OBSERVATION the Orartngs. In no case shalt the spacing !.tete the drawings. Mt snows to the Dr+vingf ane Spetlflcattons. 2. sittings rrovglnt capplt, seeder j01nt type maximum recowmeneed by the manufacturer. 1. Prepare and deliver t* the City of bacrche CucamteNge within pp Conditions: C. Ordinances and Regulations: All local, municipal and state if". ten calendar days prior to completion of construction, two 7. JN pts shall be So10trN with salver fd10*t, 191 $elver, iSi 3.01 TE1PORAR► RE►AIRS L Rnd (fin of e$Konolle eantratbfs dull be approved by ft . and rules abed regulations laverning or relating to any portion of hard cover binders with throe rings containing the following coprr, Iii zinc. Zai cadent w, solidus at 11tS i. aim 1. All Scaled dimensions are ap►r"Ime tf. The Contractor shell My this work are hereby incorporated into and made a part of these lnfarmation: ltqu,dus at 1115 F. check and verify all site dimensions sad receive City of The City reserves the right to wake temporary repairs as wactis•ry to Of RanCfio Specifications, and their provisions shall be carred out 0 the Rancho Cucamonga's approval prior to proceeding with work keg the sprinkler system equipment in p Y 7 Nu operating condition. The 1, Contractor. Anything contained in these Specifications shall not A. Index shalt stating Contractor's addle$$ and t#lopinoll F. Gee Va1vH: Yoder tots Section. exercise of this right by the City shall not relieve the Contractor of >l. Uldele � M be construed to Conflict with any of the above rules and Number, list of equipment with past and addresses of his responsibilities sMQer the terms of the Gearantte as htreln DMrwktge, deo 1 2 voR• regulations or requirements Of the soma. However, when these local manufacturer's r*Preslntlttv#. 1. Gate valves 3' Md Similar shall be 12S IS. SW bronzt late 2. Erercls! lrtrfine tare IN #ruvating and working Near *listing specified. olectficai power to the alltoo ol'e cxm.troNm loceeon " be Spectficationt and Dr+rings tall for Or OfSCriOf materials, valve with screw-In bonnet, aearising stem and solid wtdgt utilities. Contractor shall be responsible for damages t0 workmansMp, Or CMstryttlOn Of a bitter /Ya11ty, nigher sbndard, b. Catalog •n0 parts !Mets Oa *very Mtaial end equipment disc. ut111ties which art caused by his operations Or neglect. 3.OS fzISTING TREfS fonlehed by otltefe, Teta fine doe al hook-up " be the or larger size than 1s required by the above rules and install N unOtr th11 Contract. Check existing utilities drawings for existing utility rftp*nsNfty Of f)}n Contrwtor. regulations, the provisions of these Specifications and Drawings 2. Gate valves 3' and taller shall herr threaded *Ms end Mall locations. Mere it I Necessary to tweavote adjacent to osittia" trees. tem Shall Uk* precedence c. Guarani!! fUtement. be W Food with a bronze handwh#e1. Contractor sacs!) use all possible care to avoid injury to trees aim 3. Coordinate installation of irrigiation materials including tree roots. Excavation in areas where two (2) inch and larger roots • 0. Explanation of Drarings: t. Commlete oiler+ting and maintenance instruction on all 1. Gate valves 3' aim amall#r $hell N flmllar td those pipe, so theft shall be l^ttrftrence with utilities or occur shall be done Oy hand. All roots two (2) inches and larger in M]or eputpment. manufactured by Nibco or approved equal. ether Construction or difficulty to planting trees, shrubs, diameter, except directly to the path of pipe or conduit, shall be 1. Due to the scale of the Drarings. It is not possible to end ground corers. tunneled under and shall be heavily wrapped with burlap, to prevent 2. In addltlon to the a00vf men n*# ma1NL n nce manuals, 1. All late ralvet shall N installed per installation #*tail. starring or excessive drying. Where a ditching machine is run close to indicate all a sets, fittings, sleeves. etc. which may he 1. The Contrattor.fhall cartfvl) reputrtd. The (.OhtraC(Or Shall Carefully investigate the provlet the City's malntenante Personnel with instructions y check •il "ravel LO !•!iffy tress havinq roots SM Ilex than two (2) inches 1n diameter, the ill Of structural and finished conditions affecting all of his work for major equipment and !nor evidence to writing to the City G. QvICk CouPling Valves: Quick coupling valves shall have a brass himself that he may safely proceed before starting work ob the trench adjacent to the trot' shall be hand trimmed, waking clean and plan his work lccordingly, Iurnlsnlnq such Ittttngs, etc. Of Rancho Cucamonga at the conclusion of the project that two-piece body designed for working pressure of ISO P.S.I. tfi! Irrlgatlon system. Cuts through. Roots one (1) Inch and larger in diameter shall be as M Df required t0 meet such conditions. Drlrin s +re this service n+s Deen ren0ered. operable with quick coupler. Key size and type shall be as shorn Painted with two coats of Trot Seal, or Y g peal. Trenches adjacent to ON plans. 3.02 PREPARATION tree should li capsid within tint four (21) hours; and where this is gwneraily dtagramwat(c ane tn01 uttve of the tort to be y installed. Tne work shall O* Installed in such a winner as to E. Egvlpment to be furnish*d: Not Possible, the side of the trench adjacent to the tri! shall N Rept A. ul Layout: shaded with bor canvas. avoid conflicts between the Irrigation system, planting, and N. backf Prevention Units: Myst urlap1. Supply as a part of this contract !fie /ollowtnq tools: architectural features. 1. /a ention units •scall be M faze and type t 1. Prior to installation, tem CartractOr fall stake tut all 3.06 FIELD QUALITY CONTROL i. All work tall N for On tot Drarings by notes or details shall a. Two (2) sets of special tools required for removing, on the too drawings. Install bsckfl Ion prfssurt Supply lines, routing and location Of sprinkler be furnished and installed whether or not spectftc+tly disassembling and adjusting each type of sprinkler aim units ,n ac ith to r heads. A. Mjuftment of the System: mentioned in the SDeci/lcattons. valve suDp!!ed on than Oro]ect. , t. aye strainers at Da even s shall nave a t. All layout shall be approved by City at Reocne Cwceeonga 1. The Contractor shall flush end adjust all sprinkler b -ds for 0. Two (2) four foot roars keys Lor operatioa Of OTe bronzed steered body wit screen and shall be prior t0 tnstsllatton. 3, The Contractor shall not willfully install the irrigation Optimum performance and to prevent aerspray onto woks, calves. f1m11ar to /+Ili #1OOg or 1. - - �- system as shown On the Drawings when it 1s obvious in int y • Hata SY►ply: roadways, and Ouiltings as much as Possible. field that obstructions, grade differences Or discrepancies C. Two (2) kt S for each awtgxgtic cOntrolltr. 3. All rtssure pin y o g between t Of Connection IN arra dimensions exist that might not have been considered 2. If it 1s dettrmtned that adjustments In tem ,rr,latlep and the backf rater sna11 Of instal vired by 1. (rrilattp► system shell N comeactN to water Supply paints IA engineering. Such obstructions or differences should be f equipment rill provide proper and more adequate coverage, the d. One (1) quick coupler key and matching nose swivel for Iota, c Contractor snail verify ri local a connection "s irdi a ted On the Drawings. brought to the attention of int City of Rancho Cucamonga. In *wiry scut tS) or fraction tntrtof pf each type Of quick gw oy as to material type and ins Contractor shall make such adjustments prior to planting. the *rent this nOttlttatlpn 1s not performed, the Contractor couDlinq valve install N. es prior to start of construction. Su wit 2 Connections shall be Mo* at approximate locations "s $no" Adjustments ay also Include changes in nozzle sites and shall assure lull r*sponsib111ty for any revision necessary. 'ng for approval. on the Drarings. Contractor Is rlsponsibl! Lor minor cAanpes degrees of arc as rtqulrN. 1.03 SUBMITTALS 2. The above mentioned equipment shall be turn*# ever to the cauSN Oy actual site caNdttions. 3. lowering raised sprinkler Mads by the Contractor small be City at tot conclusion of the project. /*fore final 1. Check Valvas: obsavtion can occur, evidence Mat the Owner has received C. Electrical Supply: accomplished within ton (10) days after notification by the A. Naterfal list: City. mattrlal wast bt shorn to the Ctty of Rancho Cuc+monga- 1. Swing check valves !' and salla SIto11 N 200 peuM N.O.G. 1. Electrical cotrttKttons fK wtomatic controller fall be mase 1. The Contractor shall furnish the articles, ggvlpment, bronze construction cath reptaceabit composition, Neoprene or to elfctrlc"1 1. All sprinkler heads shall be Set fcular to finished materials, or processes specified by name to the Drarings ane 1.01 PRODUCT DELIVERY, STORAGE AND HANDLING rubber dist and shall Met or exceed Federal Specification Drawings, points of connection as indicated on the grades unless otherwise designated on tthe Drawi s. Specifications. No substitution rill be allowed without Drior Wal-V-S10, Class A, Type IV. 9 N9 written approval by the City of Rancho Cucamonga. A. Handling o1 PVC Pipe aim Ftttfrrgs: TM Courtractot is cautioned to S. Min Bird EF CP-PRS calves will be set e■erctst care in hanQlinq, Ioading, Yaloadtng, aha storinq of PVC t. Anti-drain valves $hall be of heavy duty virgin PVC 2. Connections shall he Mde at approximate locations as shown O per manufacturers 2. Comp1lte material list shall be suDmlttld prior t0 perlorwtn pipe and fittings. All PVC pipe shall be trinsportf0 in a vfhiclf Construction with F.I.P. thread inlet and outist. Internal on tu.e Drarings. Contractor Is responsible for minor changes SpKification so that each lateral operates It design g which allows the length of pipe to lit flat so as not to subject Parts shall be statnllss steel and neoprene. Anil-drain caused Oy actual site conditions. pressur*. md modelny Material list shall include the manufacturer,el number and description Of all materials and equipment it to undue bending or concentrated external load at any pint. valve shall be field adjusta0lt against drawout from S to t0 3 03 INSTALLAr(ps /• T#sting of Irrllatton to be used. Although manufacturer and other information may Any section of pipe that has been dented Or damaged rill be felt Of head. Anti-drain valve shall be similar t0 tot System: be different, the following is + guide to proper submittal discarded and, If installed, small bt replaced with her piping. Velton 'AoV" or •pprorN equal. A. Trenching: 1. TM Contractor shall request tem presence o1 tem City's format 1.05 SUBSTITUTIONS Authorized Representative in writing at least N hours IN Control N1r1nq 1. pig trenches Straight aim Support pipe continuously on bottom advance Of testing. Item No. Description Manufacturer model N0. A. If the Contractor wishes to substitute any "wipmtnt or materials 1. Except as noted otherwise. Connectio"s between the automatic of trench. lay pipe to an even grade. Trenching !.c•vatioe t• Test all pressure lines medic Hydrostatic pressure of MIiO 1 B+tk/low Prfvfnttr Hilkins 575 R► for thOst equtpmtnt Or p ttrtals 1lsttd On tot Oravings lM controllers and the electric control valves shall be made !Hall follow layout 1nO1C+tf0 on Drarings and as noted pounds per square Inch, and Drove ratlrtiyht. Specifications, he lay do so by providing the following with direct burial topper wire AWG-U.F. 600 volt. Control 2 Automatic Controller C+Isenst 2000 Series Inforw+tton to tit City of Rancho Cucamonga for approval: wiring installed in control wire Conduit within structure 2. Provide for a minimum of tw#nty-four (21) Inches cover for shallbe made with ANG-TM solid copper wire. Pilot wires prlssurf matnllnet 3' aim 1. Prprldf a statement tndfclttnq tie reason for making the shall be a dtfffr*rat color rare for each "utometic larger. 3 Gate Valve Nibco T-113 Note: Testing of pressure mainlines shall occur prior to Installation of electric control calves. 1 Etc. Etc. Etc. su0stitutlon. Use a s#0+rate sheet of Paper for tach item to controller. Common wires shall be white with a different 3. Provide for a minimum of eighteen (1/) Inches cover for all _ color ttrlpt for Lath automattC COntroll*r. Install to vesture su 1 11nts be substituted. o pp y 1. All piping Vader Paved areas shall be tested under accordance with valve manufacturer's specifications and wire Irrigation submittal must be specs/lc and complete. All /. Provide for a minimum cover N twelve (12) inches for all h rostatic pressure of ISO pounds per square inch, •rd stews must be listed and should 1nc1u0e solvent/ rimer, w1rl, 2 Provide descriptive tatilOg literature. performance Ch+ref Chart In M Cas* Shall circ fate bf lass than I11. p lrd flow marts for taco stew to be suDstltutfe. non-pressur! 11nfs. proved wttrtlgAt, prior t0 paving. wire connectors, coact boils, etc. No copies o/ 2. Miring shall occupy the sawtrench and Shell be Installed manufacturer's literature (catalog tuts) art required •s 3. ►rorl0e the aMetunt of cost s+rtnps tf vhf substttutfd item is along the soma ►Dote as pressure supply or lateral liner f. Provide for • minimum Cover Of eighteen (1/) inches for all 1. Sustain pressure 1n lines for not less Man six (6) hours. Su0mlttal tnforpti011. approved. wherever pfst0ll. Control wiring. If leaks dtvtl op, replace ]o pts aim rape+t left rNt entire system is proven watertight. 3. int Contractor My su0mtt $uestttut/ons for eeviprent and ", The Ctty of Rancho Cucamonga Shalt *ave the felt rn penslblltty ip 3. Where more than dM (1) wire if plated in • trench, the I. backfilling: materials listed On the Drawings by following procedures of S. All hy#rOstlttc tests shat be made only to the presence of outllnN in Sectloa 1.05 of int Irrf atton Specifications. accepting a rejecting any substltuli item as an approved equal raring shall b! taped together at inttrv•lf Of fifteen (15) ft. g t0 roost lqutpment and materials listed on vhf Drawings an0 1. The trenthef Shall Net N backf111 N wttl •11 rfgtlrN tests tem General Contractor, tint Ctty of Rancfro Cucamonga. No Specifications. /. Aa ♦■pension Curl shall be provided within three (3) feet of art Nrform Tr#ncnes shall be carefully backfilled with pipe small be backfilled until it has been observed, tested 1. Equipment or materials installed or furnished without prior each wire connection. Expansion curl shall be of sufficient the tscavated materials approved for backfilling, consisting abed approved in writing. apo row 1 of the City of Rantno Cucamonga M y be rejected and 1.06 GUARANTEE ltngtA at tach splice connect!on at each electric control df NrtA, loam, Sa d claw sea, N other aprovN the Contractor required to remove such materials from the matfrlalt, Irte frem targe clods Of earth or stones. backfill i. ivrnlsA rdcessary force pump and all oth tett equipment. sift at n,f own fxDtnit. valve, s0 that in cast of repair, the valve bonnet may be A. Thf Guarantee for the irrigation system shall be mads fn brougi+t to the surface rttnout dtsconnectinq the control snail be Mch•ntcally compacted to landscaped areas to • dry accordance with the attached form. The General Conditions and vires. Control wires shall be laid loosely In trench without densltY equal to adjacent undisturbed 1011 to planting 7. MM the irrigation System is Completed, perform a Coverage S. Approval of any item, alternetf o• substitute indicates Only areas. /ackf111 rill conform to ad +cent wades rlth0yt test in the Presence of the City of Rancho Cucamonga, to that the product or products apparently meet the requirements SupD!tmentary Condlttons Of those Specifications %ha11 be fil N ttresf or ttretthtng Of control rift conductors. dips, sunken areas, humps or other surface trregut r 9 P 9 Of int Drarin s and Specifications On tnf oasis of tAt cath the Ctty prior to atCeptanCf of the ttrigattOn Srftem. q a {tits. determine If the ester corer+ t for lentln areas 1t 9 cotsplete and adequate. Furnish all materials and perform all 1nlormat,on or les submitted. S. Ail splices shall be mads with 2. A fine granular material baclfill will be initially placed on work required to correct any inadequacies of coverage due to /. A Cory Of the Guarantee fore shall Oe 1ntlTueN in the operations R+lnolyd Snip-Tete wire connector, or approved i. ,anytettura's warranties shall not relieve the COatractor Of and Mlnten+nte manual. e0 +` use one splits Dfr tonnlCtor Sealing pack all lines. NO foreign matter larger thin Ons-hall (t/1) loth deviations from plans, Or whir! the System Aas been willfully to tit! x111 0! ptrmittt0 fn the lnttiat backfill. installed as indicated on the Drawings when it is obviously . his liability undtr the "&rant!!. Such warranties shalt C The Guarantt! /ore shall be re-typedonto the Contractor's iNadequatt, without bringing this to the attention of the . emly fuPpllment the g&rantet. {. Ftetd splicer between tot automatic controller ln0 electrical Ittterntae an0 contain the following 1nfOrmitton control valves rill not be allowed without prior approval Of 3. Flooding 0/ trtntntt rill be ptr,eitt d Only with approval of City Of Rancho Cucamonga. This test shall be accomplished /. Record Orerings: tn• rttr or Ra�rnn lurawnnva the City of Rantno Cucamonga. before any ground cover is plantH. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1. Tht COtr+ctor shall 1: If settlgmu0nt Occurs and sues"uMt adjustments in pipe. /. Upon completion of each phase of work, entire system shall be p Provide and keep we to date abed complete 7. �al vilhhfg .whefnMe► dbewd wO be a eeperom dove ralvft, sprinkler beads, lawn or 1 a record sot of blue If"* ozalid prints which shill be WW# hereby gYlrantee that the irrigation System we bow* furnished D planting. Or other tested and adjusted to Met site requirements. corrected dailyand show ever change from the original •M install N 1s free free defects in materials aim workmanship, hams dot wad for inigntICH piping. construction are necessary, the Contractor shalt wake a1, droy ^9 9 aim the work has been cemmlfted la accordance with the Drawings requirte adjustments rttnout cost to the Ctty. 3.07 0INTt'NANCE locations, aim . and specifications and the *watt lastthese •Nd Spec,ficatioos, ordinary weer aim tear and unusual abuse, N "roostns, sizes, and kinds of equipment. Prints am these "roosts may N obtained Item the City of Rancho Cucamonga at neglect excepted. bet agrte to repair N rpiscf any defects 1n K. AUTOMATIC CONTROLLERS: C. Trenchtnq an0 backf111 Under laving: (All hardscapa *a. ctsb0le$tae) A. TM #Nt1rt irrilatton system shell be under cull artomat,c cost. This set of drawings shall be kept on tem Site aim material or workmanship which may develop during the period of dal op*ration (Ora period of strep (7) days Prior to any planting. g Shall bt used only as a record tet. year from date of acceptance aim also to repair K replace any 1. Trent Mf located carder areas char* pavfnq, asMaltlt coNcret! damage resulting from the repairing or replacing of Such defects M sitliiesnlll bsip$,len spoelflemilaw dile *Fleet. K concrete, will be installed shall as bckfiliN with Send /. The City of Rancho Cucamonga reserves the right to wire N 2. These drawings Shall also Serve as work progress Shoots and at M additional cost to the City. M! shall Mkt such repairs N (• layer six (6) inchts below the plot aim three (3) inches Shorten the operation period. ' shall be to* basis for measurement and Nyear+t for work replac~ts within a reasonable time, as determined by the City, "bfvt the PIP!) and compacted In layers to 95t compaction, . committed These drawings shall be available at all times after receipt of written Notice. In the tvent o/ our failure to r$1ng manual or Mtnanical tamping devices. Trenches for 3.0/ CLEAN-UP^g piping shall ►! Compacted to *foal the compecttoN e/ the for obsav+tioa aim shall N Rlpt in • location designated Oy mkt such repairs or replecfm#nts within • rNSonabl# time after - the City Of RanCM Cucamonga. Should the record blue line receipt Of written notice from the City, we authorize the City to 1. EI K tett Control valvtS: foisting adjacent undisturbed toil and Shall be left to a Cledn-Up shall be made as NCA Porn Of worn pro"rfss#s. Befus# aim record drawing progress tnttts not be available for•review or proceed to have said repairs or rtplacemeats made at our !opens• firm unyielding condition. A11 trMcnes shall be left flush #xc#ss dirt Mall be removed free the site, all calks ane paving Sha 11 . not be up-to-date at the time of lay observation (refer to and we rill pay the costs and charge( therefore upon demand. 1. All electric control valves shall be the soma fate and type with the adjoining grad! Tht Contractor shall set io place, be broom ed or washed down, and any damagt sustained on the work of Section 3.10 - Inspection Schedule), it wilt be assumed M Showa on Drawings. cap and Pressure test all piping order paving prior to the Ot*ors shall be repaired to Its brtgfn•1 tondltlon. work has been completed and the Contractor will N assessed paving work. the cost of that site visit at the current billing rate of PROJECT: 2. All . electric Control waives shad bei a maNwl flew 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE ' the City of RanChe Coca"&. me other observation( shall adjustMnt. • /letter 2. Generally piping uNde► e■IStltq maks ti dare by ]•cRtng. take place prior to paywen o/ loaf atsefsment. LOCATION' berinq er hylrlYllc driving, but where any Cutting or A. The Contractor shall operate NCA Syltee in its entirety for the 3. Provide and install one control valve bow for each electric breaking Of sidewalks "M/or cMcrtt* Is NKetsary, 1t shall City Of Rancho Cucamonga at time of the Final Observation. Amy 3. The Contractor shall make neat and legible notations on the SIGNED: control valve. be two and replaced by the Contractor as • part of the Items deemed not +tceptablt by the City of Rsnclro Cucamonga shall record drawing progress sheets daily as the work proceeds, eMtract cost. Permission to cut or break Sidewalks aim/er be reworked to the tompltt* satisfaction Of the City of Rancho . showing the work at actually installed. for trample, should ADDRESS: M. Control Valve baxet: *Merit* shall be obtained from the City of Rancho Cucamonga. a piece Of "MiPD"t be iNstalled in a location that does not CYcamnOnga. Mo Ay#rlvlic driving rill be permitted under match the plan, the Contractor Must indicate that equipment PHONE: DATE OF ACCEPTANCE: 1. Lad / 1/2• I.O. ■ 11 3/11 roeNd concrete wave boy with eencrett Paving. /. The Contractor shall show evidence to the City Of Rancho Cucamxrga has been relocated to a graphic manner so as to Match the •lockable lid fed all late valves. Extension sleeve from that the Clty has received •II sccessorfes, charts, record original symbols as indicated in the irrigation legend. The "lye Seel to gate valve shall be PK Schedule 10 - i" minimum 7. Provide fora m nlmum cower of tlghte" (1/) Inches betre" drawings, and equipment as required before Final Observation can , ►clot+Ste NylpMent aim dimensions will then be transferredPART 2 - PRO111CTS sir! Valve bex she'., be similar to Christy 'FB cox' valve tilt top Of the plot and the bottom of the aggregate bast for occur. t* the frtglnal record drawing plan at the proper t1ma. 2.01 MATERIALS Mw with Christy "FLM@" lid or approved equal. ON etectricd conduitsprtesure end non-pressure piping installed WMtde► esphahie concrete peeing. 3AO OBSERIFATION SCHEDULE 1. Before the data of the final observation, the Contractor 2. Use 1� 5 /" m !7 1/1 concrete rtctaNgular bot cath Lockable shall trinsffr ail ipfOrm•tlOn from tem 'record drawin A. Drawini: Lee oily Her materials ve Meeh amd types noted M ,. 0. Assemblies: /� Drawings. specified Aer#In, o► approved equ+if. lid ted all glectr control valves. Valve N■ shall N A. Contractor shill N r#spontfble for notifying the City of Rancho prints to a Septa mylar or similar mylar material procured sIM1,a• to CAristY '89 tow' with Christy "FL90" td N Cucamonga in advance Lor Me follortnq observation meetings, rpv-e level 1. Bevti" of sprinkler irrigation 11Mt as JW cated M tem •ccordin t0 the tame Indicate*: from the City of Rancho Cucamonga. All work shall be iw /. PVC ►retsure Main floe PIpa aim Ftttiurgs: app Ora Ings 1s diagrammatic. install lints (and vrlors g waterproof 1Mia INR aim apaliN to the mylar by a tfcAnic"1 "ss*mib 1*s) ted such a manner as to conform with the details W mad* expressly for use on mtyiar atrial. Such pea shall 7. INsta ' =aced reluote ;,uurtrol vl.re in • separate valve sex. 1. Pro-Jos Conference - 7 days 1. ►rttsurf main Ione piping fed sizes t' and larger, shall be 1n the Drarings. N stellar to those manufactured by RapidegrapA. Kwffell i PVC Class 315. Each r-.ve Ntamber shall N emnbosseQ on valve bow tap with Esser, N Faber Castell. The dia"Slons Shall be pd* to as 2' tali 'otters. Branding writ available from Nydroscape I. Install M alta 1# asteabllts la 2. Pressure suply Ilure Inst"Ilatton aim testing - q hours to be easily readable even M the final controller chart (see Products, inc., phor,* number (711) 639-11130 p Plastic 11^01. Provide . Section C). The original mylar •recoN drawing" ol"N chola N t. Class 71S plot shall be me" from as NSF approved Typo 1, each &$Softly with its own outlet. ). Automatic controller installation - N hours Sectined to tem Cit al yl&r Cuc Grads I, PVC cOmoerpe conforming to ASTM resin tpeclflcati0n N iekler N-ads: i y among• for approval prier 01781. All 1 f est matt r 1. Control vire installation - W hours - td the coaplettoa Of tem c*atrolltr chart. p p equlrlmtnts as eft forth In S. Ipstall all assemblies spK1f1N Mr*iN 1N accordance rima e Federal Specification K-2240, with an appropriate standard 1. Ail sprinkler heads shall be of the saw site, type, ata respective Nt•11. IN abstract *I " detail Drartrng or S. TWO Contractor Shall dimansiom from two (2) dIMn11oN (S.O.R.) (Solvent-weld Pipe). Specification ptrtafning to a specific item required to ' PtrmaNMt pints N11rer tem same rate of precipitation with the diameter (K S. lateral lino and sprinkler Installation - h hours radius) of throw, pressure. and discharge as shorty on ties Complete the work, perform such work to accordance with best of rHtrenc#, W11d1Ng cerhfrt, sidewalk, or road 7, Pressure Min line piping for flags 1-1/2' •M Smaller shall p 9 Standard practice with prior approval of the City of Rancho 1*tersectie^s, etc., tem loc+tten of the tellortng Itauot: be PVC Schedule 10 with solvent welded joints. drlwingl aim/pr •s Specllfed to these special orovlsions. Cucamonga i. Coverage test - N hours Beieginaing of establishment period a. Connection t0 #!,sting water lined. /. Schedule 10 pipe small be stet from NSF approved Type 1, !. Spr•y Abed$ small My* a screw adjustment. 1. PVC pipe and fittings $hall N thoroughly clean" of dirt, 7. f1ha1 DOserrltiON - 7 Nys . b. CepMctime to existing electrical power. Grade 1 PVC COmpouM Conforeing to ASTM resin spectficattem 3. Riser omits shell be fabricated fed cordaMe with the dust end mafStur! before tnttallatipn. Installation sem B. Mea observations have ►eta conducted by other thea tem City of 017BS. All Plpe Myst matt regvlrementt as sot forth iw solvent welding methods shall be as recommended b the pi p@ showed on tat drawings. y o N Rancho Cucamonga, show evidence In writing of wham aim by wham C. Cats valves. FNfrll Specs/lcatlon K-21-70. aim fatting manuflcturgr. these observations ver! mads. S. PVC solvent-wTd fittings $hall be Schedule 10, 1-2, TI-I NSF /. Riser stoles for all sprinkler Mals lata be the nowt size S. On PVC to metal connections, tit* Contractor Shelf work the MIL moww"' 00, d. Rout/ng N sprinkler Pressure lints (dtMntla ay. at the rifer oPgning In the sprl^klfr body• C. NO site observations rill comments ritAa►t •As-bah t' record44 CITY 100' along routing). "prow" conforming to ASTM test procedure 02166. metal Connections first. Teflon tape or aMrowN #goal, . shall be used on all threaded ►Mt to PVC, and on all drawings. In the !vent the Contractor tills for a sit# visit rai;2rro+ DESCRIPTION OF REVISION PATE A►PRIM0 {. Solvent Cement sem primer for PVC solvent-veld pipe and S. All Sprinkler heads of the same type-shell be of the fame threaded PVC to metal joints. light wrench pressure is all without "As-Built" record drawings, without Completing previously t. Sprink►tr Control r•lvn. fittl manufacturer. noted corrections, or without preparing the system for said visit, begs shall b! of type sem Installation metnON prescribed that is required. Mere tAreeeed PVC cONnectlons are manufactrrft, rNvlrtd, use threaded PVC adapters into which the pips ma A* shall t responsible ser cerates ar the (ort e, porta CITY OF RANCHO CMf. ReuttNg *I control wiring and locations e/ all splice O Identification Tags ly Cucamonga at his current billing rates p*r hour Portal to Portal 1� boxes. 7. All PVC pipe must bear the following markings: (plus transportation costs) for Inconvenience No further site �� �p� Iqqqqq� 1. I.O. tags for electric control valves shell be manufactured E. L1M C1NfaNt*: All I,ru*s small Mvt a Mntmuw t1Nr•act of visits will be scheduled until this charge has been paid and w1R g. QrtcR coYplfng valves. from Polyurethe"t Bahr Besepas. Use Christy's standard tag received. TERRA V��T •. Nansllcturer'f mem* twelve (12) inches Prow Seth other sem free IIMf of oth#r � l Mot stemmed with black letters ON yellow backlF, . Tela It. Nominal pipe size troths. Parallel lines shall not be Installed directly over one A. Stet-OWttt for future connection. fall be nummbfrN t0 match Provra�utNg tlnewp on the y it Schedule or class drewlASS. "ids One tag for each electric control valve. anethtr. d. ►restYre rating in P.S.I. F. Aetdmatic Controller , TERRA VISTA PARKWAY MEDIANS 1. OtA#r related efslpmeNt as dirKtN by tem C,ty of t. NSF (Nattoael altatlon Foundation) approval 2. Special order tags from T. Christy Entgrprlsts, 1211 Struck END Of SECTION b^cke Cucamonga. f. bat. of e■truf,dn AV~. Oran", CA 92667. Phone (711) 771-1112. TRACT 13351 Install •f pr wonufactern's /astrfrctieet. Sawet* temstrol wolves {. QN K NfOt• the daft of tem „mal observation. the 1. All material de shall N. the maapplicable stmt N tralemark, Vandal Rtststant Cerutroll#r Enclosure: shall N tetMtKtN to contra„tr ,N NMtNt.l f.,r.nte •$ $hdwN eN IRRIGATION SPECIFICATIONS Contractor sAall deliver the corrected aim completed fables atertal destgnatloa, Si:*, applicable I.P.S. fchflwle mad the Drawings. to the City 0f Rancho COCAM"q•. Delivery of the sep(as x111 NSF sNl Of aporNll. 1. roller #nclosurI shall be Of Site aim type Shawn Not relieve the Contractor of the responsibility from of #rarings aim irrigation "tall sheet. G. Nigh Volto"f IMring far Automatic CatrollK: hrnf$Altrg rpulrN iNler.atl« that may be emitted free tem C. PVC Non-h#sswrt l"tgrbl lima MpfN": I LEWIS HOMES pr,ats t. A back 1 be the c enc losure I. UO volt pear commectiee to tem detematic Controller fall T. Neer-►rtttwro Surfed lateral )in* piping M•11 be PVC SCMdwTO Aw$Inq to r e automatic be provided by the Contractor. APPROVED BY: DATE. `- C. Controller Charts: /0 w1tA folvMt-w 11 joints whim installed to planting areas. sorinkltr centro trim na 2. All union authorities Werk shall cearare in Idm'b) eedlBf, e,'#ittaects, CITY ENGINEER RCE. N0. 24953 1. Af-bent hwiN"s shall N approwN by tied City N RMstM !. Ren-prtsfur# Ilttral I1M ptolNg 1Nsta11N under party arNs 7. A 117 volt duplex box provided with and On/Off and union electrical Melts" jurisdiction. I Cocamonge before controller charts are prepared. shall be PVC Schedule /0 with Solvent welded **is. switch, and 117 vol tal conduit shall run from the 117 y to to Ilex housing. All N, bamgtt Control Valrtf: .an I i RECO MENDED u 2. Provide tae controller chart for Ned CA controller tuppltNPipe. J. Pipe N mads /wee 96F "proved. TyyPPtt I, Cade EI PVC pores rtthl Ing snag) De prop ed. DESIGN COflpOVfnd Carformi" to ASTM resin specificatioe e1784. Ali 1. install ether* shore 0x1 the Drawings, mann grouped topthoe, MC 3. The chart shall show Rita area Controlled by the set tic pipe most meet re"Iregents eft forth ,a fNgral /. A strip shall be provided, clearly the allow at toast twelve (12) inches between valves. Install and Concem, Ltd controller lad shall be the maximum six# which the controller Specification PS-22-70 with an appropriat# $tender# diarsiea points of connection of all aoproprIa NCh remote Control valve 1n • separate valve box. DRAWN 1750 EAST DEERE AVENUE SHEET door rill allow. ratio. atton valves, master valve, ctrufmon, central control I. FiN:hint" df system: IR!!K'sATION CONStXT/1NT LP SAMA ANA CA 92705 8 1. The cart Is to . a rhe event drawing co tem actwl leftue 9 IS t. all r as MtN to paragrbphl 1, 2 aim 3 N section 2.01/, Pf10PE (714 250-+822 �OF - metsysl Mewg.a, fed temawin thereduce controller 14*11 1t "l1 fittings shall b for non-as f rr# I solvent-weld 11M pipe •fe I. After .all New Sprinkler pip lines and risers ere lei place 104 w, FOURTH ST. Mt legible whim tem drawing is reduced, it small be ftttipgs shall N the two as for solvent-w1d prNsur* mels and cem+KtN, •11 Ntcess•r Mlargtd to a $40 that rill be readable whom reduced. 1t" pipe aim fitti"S a Sot forth in Sectfoo 2.01/ of these y diversion work Mf be" SANTA AMA -CALIFORNIA-911M CMECKEO DRAwIN NO Specifications. Completed, aim prior to installation of sprinkler heads, the tR CE LIC (7141*ed-2aa D.D. PAC3AN0 Q . ontro velvet !ball N Opened "M full Abed of water used GATE FILE NO /��u- / flush out the system. ., PROJECT SHEET NO, .OF TREE LEGEND SHRUB LEGEND QTY. SLZE 'o.C' BOTANICAL NAME COMMON NAME ' SYN. « S 1 ZE « �p�C N y BOTANICAL NAME COMMDN NAME SYN. SPAGI N� NIEWPORT ' MG I1 20' MAGOLIA GRANDIFLORA SAMUEL SOMMER EF 224 5 GAL t ESCALLONIA HYBRID DWARF ESCALLONIA "SAMUEL SOMMER" _ r "NEWPORT DWARF" r PTW 260 4 PITTOSPORUM TOBIRA WHEELERS DWARF q. own "WHEELERI" rn TJ 166 1 GAL 18" TRACHELOSPERMUM JAS141ROIDES STAR JASMINE 71 4. NoTp : 5+{2ug SQacI IVCD ►ion 'Qa .fl�c.E son C m PLANTING LEGEND PLANTING KEY TRACT 4150 - ESP. ESPALIERED GAL. CALLON CONTAINER C.C. GROUND COVER ` NT HEIGHT T SEE PLANT LIST OR ma c Q L.A. LANDSCAPE ARCHITECT LEGEND _ DD L.C. LANDSCAPE CONTRACTOR 5' I SIZE OF PLANT INTERIAL GALLON OR BOX SIZE �� AY MIN. MINIMUMRUNKEO ANTITY nF PLANT RK— pp � � � r < M.T. MULTI T • _ T p ON CENTER TERIA� 'S Q > Z RWO. REDWOOD _ R p _ N ' S.L.A. SELECTED BY L.A. TFR . A SPEC. SPECIMEN F _ • > SP. SPREAD NOTE:REFER TO SHEET #� FOR r = 5 t E r r r t _ PI ANT I NG DETAILS Z SHEET .8 — r t + r • m EOR PLANTING SPECIFICATIONS. I — x-5 + r + arr • J � � — + • + . r + t r i • , • • , • . * - PLACEMENT OF TREES SHALL BE APPROVED BY THE CITY INSPECTOR. �-� -r rn rr + + t r + t r + r ♦ t + rr 31 — • + r r r r . G Z Ia-S N _fn rn t t . + E F, Z-s 553 SOIL AMENDMENTS m - FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: 0 — ` AMT./1000 SQUARE FEET � 1 6 CU. YDS. NITROHEN STABILIZED ORGANIC AMENDMENT TRACT 1335 DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR NOTE: PLANT ALL SHRUBS SO THAT NOTE: ALL MEDIAN TREES ON THIS CEDAR SAWDUST. • SHEET SHALL BE PLANTED , AT FULL MATURITY, THEY 15 Les. 12-12-12- COMMERCIAL'FERTILIZER WILL NOT• ENCROACH -UPON WITH ROOT BARRIER PER STREET. ETC. CITY STANDARD; (605A) . THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: 6 PARTS BY VOLUME ON-SITE SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 LB. 12-12-12 PER CU. YD. OF MIX 2 LBS. IRON SULFATE PER CU. YD. OF MIX _ _ THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR _ BACKFILL PURPOSES. _ FOR BID PURPOSES, APPLY SOIL AMENDMENTS PER LAB REPORT PROVIDED BY LEWIS HOMES. LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC., SANTA ALMA OFFICE (714) 558-8333, LAB /98125 ON 3/27/87 FOR LEWIS HOMES, TYPICAL STREET L IGMT .. TENRA VISTA. Von r Nowson +. �— _ I Lid 3i- W I"IK.,,1. �iL-- Pu4^ITw&AREAS THE 0 JAYFEI2 of 4 " OF CCARSEGRIND SHREDDED r' 415 — �— !thy.. ' z .a ACT = '•- " z W ;: BYLBLUE 4RIBBON NURSERY, ORANGE, CA. Z r -- -,t-* �i (714) 633-3666. SUBMIT SAMPLE TO CITY goo .-� fi r. j `" -'` � INSPECTOR PRIOR T0. PURCHASING FOR 1 k-% " APPROVAL PURPOSES. � � ,...• . ARKWA� 1 J • • • - e AIR m _ 1 t r t .`•+• '� m %[A n'`'�; is ,-� •I 1 ...... Is 1 r. ,, E _ i. � — < Ll w STAMPED F g_� �� t• W 2-Is m i z- i i Iwo CONCRETE _ r WA MG F - KEY MAP N � • 2 15 - - _ Q 9-5 � DESCRIPTION OF REVISION ION DATE CITY � � N � APPROVED () C� / - '1 E TYPICAL • • 351 3 SECTION CITY OF RANCHO CUCAMONGA p ! � CT 13 TERRA VISTA - ?�i ! TERRA VISTA PARKWAY MEDIAN TRACT 13351 i PLANT N AN i ��ukNla LA,y L,EWI H�• ' `�� � APPROVED 8Y. DATE: 10:209 :20 M- soil CITY ENGINEER RC.E No. 24953 ` O Z DESIGN REC LADED °C LIC. N d Concern Ltd DATE ' DRAWN 1750 EAST DEERE AVENUE SHEET Q5 SANTA ANA CA 92705 7 S PHONE (714)250-4822 OF 4� OF CAL�� CHECKED RCE fro DRAWING NO DATE FILE NO / �o- 4 • PROJECT SHEET NO-. Of CONCRETE 10 .CONCRETE FINISHES E. Plant List - Is indicated on drawings. 14.PLANTING VINES, SNUBS, AND GROUND LONERS B. Fertilization - Fertilize three (3) weeks after planting with S 1, SCOPE Flat surfaces shall be screeded to the required levels and slopes and F. Sizes of Plants - Shall be as stated on the Plan. Container A. Vines and shrubs shall be planted in pits at least la" greater pounds 16-6-9 per 1,000 sq. ft.; fertilize thereafter every then any excess water and laitance removed: Concrete shall be compacted in diamter than their ball of earth and at least 12" below the thirty (30) days. acted with a prid tamper and then rloated to a true level surface stock lige on, 5-gallon, and (1)gallon) shall have been grown Furnish and install all concrete work complete as indicated on the 9 in containers for at least one (1) year, but not over two years. bottom of the ball. Compacted soil at bottom of pit shall be drawings and specified including:' within the tolerance of 1/8" along a 10" straight edge. looseded and the pit filled with "prepared soil" to the bottom C. Disease and Pest Control - For control of slugs and snails, of the ball. When the plant has been properly set, the pit appy pelletized trice cium arsinate 5% by weight and Ste plans for concrete finish in landscape areas. G. Substitutions - Substitutions for the indicated plant materials shall be filled to the required grade with "prepared soil" and metaldehyde 5% by weight as per manufacturer's recommendations A. Furnish and set all reinforcing steel, bolts, and anchors. will be permitted provided the substitute materials are approved in advance by the L.A. and the substitutions are made at no thoroughly settled by tamping and watering. All vines shall be two (2) weeks after installation. B. Install all items required by other trades which are to be cast into 11. EXPANSION JOINTS removed from stakes, untied, and securely fastened in an \ additions cost to the GitY Except for authorized variations, -- approved manner to the wall, fence, or other surface next to For control of cutworms and other soil insects. apply Netro ` concrete. Placement of expansion joints shall be as directed and determined by all substitute plant materials shall conform to the which they are platned. brand soildrin as per manufacturer's recommendations two (2) requirements of these specifications. If the accepted substitue + layouts of slab markings noted "E.J." on drawings. Expansion joint weeks after installation. This product contains Dieldrin. C. Concrete mow strips, footings for walls, fencing, benches. etc., material shall be Quick Joint, ora roved equal, or as noted in materials are of a less value than those indicated or specified, PP q B. Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate. where applicable. the Contract price will be adjusted in accordance with the Plans. plant. Water thoroughly. backfilling any voids with additional provisions of the contract. 2. GENERAL I prepared planting mix. Exterminate gophers and moles and repair damage. 12. PROTECTION M. Plants Not Approved - Plants not approved are to be removed from C. Ground Covers D. Prunin - All shrubs and trees shall be inch pruned as All requirements of subsection 3.31 standard specifications for Site immediately and replaced with suitable plants. The L.A. 9 p Public Works construction, shall apply except as specified herein. All finished concrete work shall be barricaded to pedestrian traffic necessary to encourage new growth and to eliminate rank Sucher PP Y P P for three (3) days. Barricades shall be placed immediately after and/or City reserves the right to reject entire lots of plants (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be *.i f d b y eecve samples. 3. MATERIALS concrete finishing. Contractor shall furnish, place, and remove all representedles. cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of of his own barricades. Contractor shall be responsible for any plants shall be planted in dry soil. the city maintenance inspector. A. Portland cement shall conform to ASTM-0150, Type I or Type 11. damage to new construction and replacement-or repair of the work 8, FERTILIZERS AND SOIL CONNDiTIONERS shall be made without added cost to the City. (2) Set plants in center of pits so that crown of plant will be E. Weeding - All planting areas including lawn, groundcover and Samples of all soil ammendments, sod and plants shall be submitted for level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times. Weeds shall B. Concrete aggregate shall conform to ASTM-C33. inspection and stored one the site until furnishing materials of is backfill and water. be dug out by the roots and disposed of off site. 13, PATCHING completed. Delivery may begin upon approval of samples or as directed by C. Mater Shall De clean, free from Strong acids, alkali, Oil Or organic � L.A. and the City. matter. (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Contracot If patching is necessary and permissible, a bonding agent such as 4" but not more than 6" in length. shall fertilize per i26 - Lawn Maintenance and /27 Groundcovers A. Organic fertilizer shall be processed sewage sludge with • D. Admixture for all formed concrete shall be SiKA Chemical Cor s Weld-Crete, or equal, shall be used. and Shrub Area Maintenance of these specifications. D' minimum content et od nitrogen and 2Z Phosphoric Acid similar to 15 TREES AND VMS OCCURING II LAWNS "Plastinient" or approved equal, applied in strict accordance with "Nita`^umus". Method of processing shall not destroy normal manufacturer's directions. 14. CONCRETE CURBS baste, al content. 26. GUARANTEE AND REPLACMENTS -. Trees and vines occuriniy in lawn shall be planted before final E. Reinforcement: reinforcingsteel ASTM-A15 and ASTM-A305. Construct concrete curbs at locations shown on Plans as detailed, preparatir•n of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as true to line and rade, as approved D the local Couat or Cit Use 8. Nitrogen stabilized sawdust shall be bulk, with the follow,n9 Wirefabric: ASTM-A185. 9 D y Y Y• to growth and health fore period of (180)days after natural re Portland cement concrete, 2000 psi compressive strength. nitrogen content based on dry weight: 16, CARE OF PLANTS AND DURING PLANTING D grey P P 9 Completion of the specified maintenance period, and/or final F. Forms Locate expansion joints as detailed or shown, and as directed, at acceptance by the city. All trees up to 20" box size shall be " intervals not to exceed fifteen feet (15'). Finish with steel 0.7% for Redwood Sawdust Plants shall not be allowed to dr out before or while beim planted guaranteed b Contractor to live and row in an acceptable T�LumDer shall be construction grade" apogees fir. 0.15 for Fir Sawdust Y 9 D 9 Y 9 D (2) Plywood used for forming shall be at least 5/8" thick, and edge trowel, then brush with bristle brush parallel to face or edge. Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of six (6) months after completion Y 9 9 1.Ot for Bark or Pine Bark or Mixurt all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance b sealed. 9 P 9 P P P D! Y The S T y it - at 1 5. CLEAN"'UP Salinity extract condu�tivfty Shalt not exceed except while being placed in the ground. Wilted plants, whether in place the City. Trees in 20" boxes or larger, and all field grown G. Expansion joint filler shall conform with ASTM-D1751 (premolded). 35 ili / at at 25C. or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in . Upon completion of all concrete work and before final acceptance, expense. an acceptable upright position for a period of one (1) year 4. CONCRETE Contractor shall remove all tools, surplus materials, apparatus, after completion of the specified maintenance period, and/or debris, etc. , from the site and the site shall be left in a clean, 17.WATERIIG BASINS city acceptace. neat condition acceptable to City. Commercial fertilizer shall bt delivered in sacks with manufacturer's A. !aIitY label showing weight and analysis attached to each sack. A. Construct a firmly compacted mound of soil around each tree and 8. All plants that show signs of failing growth at any time during (1) Contractor assumes responsibility for the design mix and 6. 8TAK ING MATERIALS plant to form a watering basin at the edge of and'following the the life of the Contract, includir. the maintenance period or guarantees the specified ultimate strength as indicated or w��n�+ w wt�T� ��s�w� shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for specified herein. .LANDSCAPE CONSTRUCTION nw 1 M r from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and A. Tree staking shall be as per detail. at least 4" high. Mounds for all other trees, vines or plants size at the expense of the Contractor. (2) Concrete, minimum 28-day ultimate strength shall be ?000 psi. 1. SCOPE (3) Ready-mixed concrete shall conform to ASTM-C94. B. Ties for holding trees shall be as per detail. not otherwise specified shall be at least 2" high. Excavated The work of this section includes all labor, materials and equipment earth, if capable of retaining water, may be used. Any C. Contractor shall. within 5 days notice by the City remove and B. Proportions and Consistency required to complete the work indicated on drawings. The work shall be 1 Q GRADING AND SOLI. �N PREPARATisettlement within the basins retaining water shall be refilled replace all guaranteed plant materials which for any reason fail performed in accordance with the best standards of practice relating to to the required grade with prep red soil, and additional to meet the requirements of the guarantee. Replacement shall be the various trades and under the continuous supervision practice a competent AContractor is to finish grade to within 1/10th of a foot or 1" nitrogen stablilized sawdust worked into the surface as required made with plant material as indicated or specified for the A.(1) The proportions of aggregate to cement shall provide a dense to restore the mulched condition. original planting, and all such replacement materials shall be mixture which will readilywork into all corners of the forms foreman, capable of interpreting the drawings and these spe, 'nations. below paving where paving exists. guaranteed as specified for the original guaranteed materials. and around all reinforcements without an segregation of the The work included in this section is as follows: YB. Moisture Content - The soils shall not be worked when the materials, cause excess free water to collect on the surface or B. At the end of the 180 day malntenante period all watering basins cause excessible bleeding of the forms. Finish grading for planting, soil presparation, fertilization, planting, moisture content when so great that u fbe compaction willst will form in the air in lawn areas shall be leveled to finish grade and the area 2 7. CLEAN-UP including lawn, maintenance, inspection and certifications, guarantees, occur, and not when ft is so dry thhatat ddushall be sodded with the specific sod. (2) The recommended practices of the American Concrete Institute clean-up, staking, guying, and esparliering, miscellaneous allowances. necessary that clods will not break readily. Water shall applied Upon completion of the work in this section, Contractor shall remove all necessary t0 provide ideal moisture content for tilling and for 113. WA rubbish, trash and debris resulting from the Operations; remove disused shall be followed in all applicable procedures. The maximum slump shall not exceed three (3) inches for footings, slabs Plantin g J�edlately after planting. Welter during backfUl ape, tion. equipment and implements of service; leave entire area involved in a neat ongrade, and mass concrete five (5) inches for foundation walls. 2. APPROVALS A. Water should be added at same time not to create any air and acceptable condition such as to meet the approval of the city. C. Preliminary Grading - Preliminary Grading shall be done in such pockets by means of a hose. Water shall be applied in a C. Control A. All sprinkler work shall inspected and approved prior to the start of a manner as to anticipate the finish grading. Excess soils shall be removed or redistributed before application of moderate stream in tete planting holes until the material ,, .,.,, , ..",.,. .,...,.,..... any work. about the roots are completely saturated from the bottom of fertilizer and mulch. Where soil is to be replaced by plants XERISCAPE ASSESSMENT' SYSTEM SUMMARYThe concrete quality, proportions, consistency, etc.. is subject to locate all and mulch, allowance Shall be mad! SO that when finish grading the holt t0 the top of the ground. approval of r_;1-Y. and no changes shall be made without his prior B. Prior to excavation for planting or placing of stakes, has begun, there shall be no deficiency in the specified depth - written approval. utilities, electric cables, conduits, sprinkler lines, heads, valves, of mulched planting beds. B. Plants which cannot be watered efficiently with tfi! existing and valve control wires, and all utility lines so that proper P 9 water system shall Dt watered by means of a hose. POINTS REFERENCE Cl-AIMED (Sheet M1Ref.M) D.IL FORMWORK precautions may be taken not to damage such improvements. in the L LANDSCAPE event of a conflict between such lines and plant locations, promptly Weeding - Before and during preliminary and finish grading, •11 C. Apply water tri sufficient quantities, and as often as seasonal (Point VaneI weeds and grasses shall be dug out by the roots and disposed of conditions re g A. Forms for concrete work shall be either metal or wood. Forms that notify the City Inspector who shall arrange for relocation for one quire, to keep the round wet at all times, well 1. Waterconservin ants. 7 are warped or that do not have a smooth straight upper edge shall not off site ( t those weeds and grasses not of the perennial below the root s 6 ] or the other. Failure to follow this procedure places upon Q system of grass and planting. Care is to be d be used. Forms shall be set with the upper edge of the board true to Contract.)r the responsibility for, at his own expense, making any and type, less than 2-1/2" high and not bearing seeds, which may be taken in watering slopes so as not to cause erosion damage. line and rade and shall be staked rigidly in lace with stakes set all repairs fo, damages resulting from work heroinder. turned under). Oats more than 2-1/2" high and not bearing seeds 2 Ttrtflimitedto23Yr(4396residential.(20I AQ 7 9 9 Y P may be turned under. Perennial weeds and grasses to be removed D. following the planting of ground rover plants furnished in 3. >!tartts poupd by watering need4101 /0 7 not more than four feet (4') apart so as to remain immovable include, but are not limited tothe following: flats, each plant shall be immediately and thoroughly watered by throughout the construction. All forms shall be approved by C(+Y means of a hose with a slow-running stream of water. 4, Wrdscape(non-irri`ated)aurfac4s.[10I /dP within a tolerance df one percent (tt). All materials shall be &allAWrMES AND TYPES Nut Grass Puncture Vint Dallas Grass Mustard Plant 10 TREESTAKiNG accurately and separately weighted and mixing shall continue until Alfalfa Johnson Grass Wire Weed Morning Glory • the distribution of material is uniform and the mass of concrete is Plant materials shall be furnished in the quantities and/or spacing as S. Pa.. able pavint.[3] St. Augustine Grass $take all. non-gaged trees at time of planting by placing-Rake homogeneous. shown or noted for each location and shall be of the species, kinds, �r /or described in the "plant Material in the prepared hale and driving it 18 into solid ground. Stake "• 6.'Low-water twfvarieties.[s1 sizes, etc., as symbolized ane B. Two and one-half (2 1/2) gallons of water per cubic yard, shalt be Legend". as indicated on the dors. The L.A. has prepared this list E. All planting areas shall be scarified to a depth of 12 inches should be placed in north-west orientation Outside root ball. withheld from the mix at the plant, and all or a portion may be added only as a convenience to Contractor and assumes no responsibility for its below grade with the spacing of the ripper teeth no greater than Fasten the tree to the upper end of stake yin at least three 7. Mulch provided in non-ground coyest .15] to the mix at the job site as directed D the Inspector. The accuracy. The Landscape Contractor is to verify all sizes and fe inches s. center prior to placing conditioner and places using stasis"ti'e 't.ee 'braces: "' ' "' r j Y D Y• fertilizers. All rock and debris more than 2" in diamtlr Shell B. Soil attlendmenu.[S] A concrete shall be mixed at least 5 minutes after such water is added qurntitir,. be removed from the site. 20.ESPALM91M VINES ..L- and not less than 3 minutes of this time shall be immediately prior All trellises and stakes are to be removed from plants and the plants IrcialPoints Claimed- to the discharge of the batch. Total mixing time after adding 4.VERIFICATION OF DIMENSIONS AND OUANTiTIES r. Trenches - if sprinkler system is installed after grading and shall be fastened and trained against fences or walls as directed by the original water shall be at least 15 minutes. ertilizing is completed, the upper portion of the backfill City [Minimum Pcints Required: 601 Dimensions „re approximate. Before proceeding with any work, Contractor - C. Concrete which is not placed within 90 minutes after the introduction shall verify all dimensions and quantities and Shall im ediately inform shall be retilled and fertilized to the depth specified for the i fi f •rad, to conform to the specifications.of cement and water, and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or ere -equ2 1.CERTIFICATES . Q IRR1GATfON[1holMV:^ituj after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 11 FINISH GRADING . where "iere is such a discrepancy until approval for same has been given In addition to any other certificates specified, Contractor shall furnish L-Low ptllonageirrigation srstem j%] 10 6. CONVEYING AND PLACING D T a certificate with each delivery of bulk material, stating the source, Y L.A. and city. When preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the 2. Automatic eoetroller.[20) 4 A. Before pouring, all forms shall be thoroughly cleaned and made tight. complete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the L The bottom of trenches shall be wet down before pouring footings; Q. WSPECTION lawn and planting areas shall be graded t0 the elevations indicated on Certificate Shall also State the volume, net weight, percent of Nitrogen 2, OCS1�LOpateiplant30�rwaleti.gneeds.[10] �f� T earth shall not be muddy at the time of pouring. Concrete shall not A. All inspections shall be made by L.A. and city. Contractor shall the drawings. Grades not otherwise indicated shall be uniform levels or and percent of Phosphoric acid. for each fertilizer and soil be placed until reinforcements, rough hardware, and forms are _ request inspection at least two (2) days in advance of the time slopes between points where elevations are given. Minor adjustments of conditioner, in containers, a similar certificate or invoice shall be A. Soil���sm,[I� �f� 4 approved by City. inspection is required. finish grades shall be made at the direction of the city, if required. furnished stating total quantities by weight and volume for each material. These certificates shall be submitted to the L.A. and city S, Ran sensors-[S] B. Inspection will be required for the following parts of the work: Finish grade shall be a smooth, even znd uniform plane without abrupt pripr to the start of the maintenance period. B. Before depositing new concrete against old concrete. all laitance change of surface. Soil areas adjace:it to buildings to allow a natural 2 A Wind seenors.[31 shall be removed, and the surfaces roughened to expose the embedded run-off of water, and surface drainage shall be directed as indicated on aggregate. The surfaces shall then be covered with cement grout, (1) During finish grading and Soil preparation. the drawings by remodeling surfaces to facilitate the natural "run-off" Contractor shall Carefully and continuously protect all areas included in 7. iensiave bs s1i ,e heUers.[3I using the specified mix with 1/2 of the course aggregate omitted, of water. Low spots and pockets shall be one inch below grade of the Contract, including plant materials, fences, supports, etc., until 1-1/2" thick. (2) Plants. after delivery to site and prior to planting. e D Reclaimed K !ed wates.[31 adjacent payment of an. kind. Grading shall be done when soil is at final acceptance of the work by the L.A. and city. � planting, but optimum moisture contra t for working. TiatalFWnt Claimed- separation C. Conveying and placing of concrete shall be done so as to prevent (3) When vines, shrubs, and trees are spotted for P separation of , and in no case shall the free fall exceed ingredients, planting holes are not excavated. 23, MAINTE NAN C E 9 (Minimum Points Required: 601 6 feet. Tremies shall be used as required. Surfaces of concrete 4 y• Contractor shall maintain a sufficient number of men and shall be kept reasonably level. with a minimum amount of concrete ( ) Specimen trees at source, before deliver 12 METHOD OF PLANTING AND WORK PROCEDURE ° being allowed to flow after being placed. Placing shalt be • adequate equipment to perform the work herein specified. Ilan Bing al d we a continuous operation until each section is completed. (5) Lawn areas prior to planting. maintenance work shall consist of applying water, weeding, P P op A. No planting shall be done until all operations in conjunction caring for plants, including groundcovers, shrubs and trees. 0. Concrete shall be spaded and vibrated with mtchanicai vibrators to (6) Planting areas prior to planting. with the installation of the sprinkler system have bee, edging, aerating, and mowing of lawns, fertilizing and control completed, final grades have been established, the planting areas (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of concrete by vibration will not be permitted. of pests and diseases. a maximum subsidence, without separation of ingredients. The moving calendar day maintenance period ("Final Inspection"). work approved by the city. B. Damage to any planted area shall be repaired immediately. T. GROUT (a) At completion of 180 calendar day maintenance period ("Final 8. The relative position of all trees and plants is subject to Depressions caused by vehicles or foot traffic shall be filled A. Grout shall b! composed of one art Portland Cement and two arts of Maintenance Inspection"). approval by the City and shall, if necessary, be relocated as with topsoil, leveled, and replanted. Exterminate gophers and mmD P p directed as part of the Contract. moles, end repair damage. fine aggregate by volume. Materials shall be mixed dry and water inspect, -!ports shall be made for each inspection by the C. The entire project shall be maintained for a period of 180 days (9) added just sufficient to make the mixture flow under its own weight. L.A. and . copy shall be submitted to city and Contractor. C. All plants shall be removed from tbier container and set so commencing from the time all items of work.have been complete to B. For dry tamp Cement grout, a minimum of water shall be added to the that, that thetlbore tto thehey anaturalr the agradelbeforeation tbeine required the satisfaction of L.A. and city. mix so that when wet sample is squeezed hard in the hand, surface transplanted.theyYEach plant shall be planted in the center of the moisture, but no free water, shall appear on the sample. Do not mix 4. CERTIFICATION D. The project shall De cared for in a neat, clean condition at all pit and backfilled unless otherwise specified, with the prepared tirrMs to the satisfaction of city and L.A. more than can be used ih 30 minutes. soil. No soil in muddy condition shall be used for backfilling. Prior to job acceptance, written certifications shall be submitted to the No filling will be permitted around trunks or stems. All broken S. CURING AND PROTECTION city for the following: 24.LAWN MAINTENANCE or frayed roots shall be properly cut off. A. All exposed surfaces of concrete shall be protected from damage due A. Fertilizer. and Quality of Commercial Fertilizer and Organic 0• L.A. andsw city shall supervise the placing and planting of all A. Waterer - Water every day once per day for two weeks and to temperature, elements, and construction operations. fertilizer. plants. the ref ter gradually redo.! frequency of watering to three times CITY 8. Curie B. Quantity and Quality of all Soil Amendments called for by Plans per week. Contractor sh..11 continue to maintain the lawn untilDESCRIPTION OF REVISION DAT E -9 E. In the event that underground construction work or obstructions final acceptance by the L.A. and city. APPROVED and Specifications. are encountered in the planting operation, alternate locations B. Fertilizing feet - Apply 16s of er the rate of 5 pounds per 1,000 media CITY OF RANCHO CUCAMONGA (1) All exposed surfaces of concrete shall be protected from for plant material will be selected by L.A. and city operation square feet three weeks after installation and water immediately premature drying and fresh! laced concrete shall be protected 7.MATERIALS D Y 9 Y P P will be done at no extra cost to City. thereafter. against wash by rain. All concrete shall be kept wet for a Plant materials indicated on drawings and herein specified shall conform period of ten days after placing. In order that curing water to the following: 13,PLANTING OF TRES EC. Diseases Pest Control - Two weeks after installatin of lawn, TERRA V1STA .Pay reach both surfaces of walls, the forms shall be loosened and water shall be poured over the tops of the walls and allowed A. Position plants in locations indicated on drawings and secure to run down between the concrete and the forms. A. Nomenclature - Plant mantes indicated on the drawings conform the apply a granular mercurial fungicide of 1.81• mercurous chloride tanrd P ant Names" established by the American Joint approval before excavating pits, making necessary adjustments as as per manufacturer's recommendation. daTERRA VISTA A PARKWAY MEDiAN Committee on Horticulture, Except for names covered therein, the indicated. D. Mowing - The lawn shall be mowed at a height of 1-1/2" with a TRACT 13351 (2) All liquid curing compounds shall be used in accordance with the established custom of the nursery is followed. rotary mower, equipped manufacturer's recommendations and shall not be used on surfaces y q piled with rollers, before it reaches 2" in B. All pits for trees shall be dug square with bottoms level. the height. Collect grass clipping during mowing operations and receiving concrete hardener. B. Condition - Piants shall be symmetrical, typical for variety length of sides and depth equal to two times the diameter of the remove from the site. SPECIFICATIONS O. DEFECTIVE CONCRETE and species, sound, healthy, vigorous, free from plant disease, tree ball. Compacted soils at sides and bottoms shall be insect pests, or their eggs, and shall have healthy, normal root loosened by scarifying or other approved method. Pits Shall be After each cutting, the edge of the grass shall be trimmed to a A. Concrete which is not in accordance with these specifications, out of backfilled with "prepared soil" to the required grade, and the LEWIS HOMES line, level or plumb; showing structural cracks, rock pockets. systems, well-filling their containers, but not to the point of neat and uniform line. The lawn edges shall be maintained D 9 PO being root bound. Plants shall not be pruned AT ANYTIME, and in balance of the pit filled with "prepared soil", thoroughly neatly at all times. �F 01 N(A LA /Y _ voids, spalls, honeycombing, exposed reinforcing or other damaged settled by water application. ' surfaces shall be considered as defective. no case shall trees De topped. Q,Q�" :fAPPROVED 6Y: DATE-?--A:7& C. Set plants in center of pit, an a vertical position, so that 25,G XXINDCOVERS AND SHRUB AREA MAINTENANCE - ��p ��z� M S,q�, f C. Dimensions - The height and spread of all plant material shall CITY ENGINEER GINE E R 8. Ail fins and irregularities shall be removed from exposed Concrete be measured with branches in their normal position, and shall be crown of ball will be level with finish grade anter allowing for RC.E NiO. N. watering - new planting shall be watered once per day for two F% surfaces while the Concrete is still green. Where patching is as indicated on the dra«Ings. The caliper of all trees shall De watering and settling and shall bear the same relationship to 2 weeks after installation. Reduce watering to every other ! S DESIGN i 7 a i� (��Y�L��� i TTS RE 0 MSN Df 0 P measured 4'-0" above the surface of the ground. Where caliper the finish grade that it did to the soil surface in the day for the next two (2) weeks. Water thereafter three (3) ;; LIC Mfi )?g3 ��/� D `JVlvm �, L1 L. required, all loose and unfirm concrete shall be removed prior to rn patching. Minor rock pockets end honeycombing shall be patched with of other dimensions of any plant materials are omitted for the container. times per week until final acceptance. r - dry pack concrete. "Plant n0", it shall be understood that these plant T IO� � L•ar�ds(�pe Al�elnlechne/Plain►mg materia shall be normal stock for type listed. D. Prepare depressed water Das as wide as plant balls at each ~ plant. Water thoroughly, ba( kfilling any voids with additional DARE D RAW N I ri SHEET ` 0. Inspection - All plant materials must have been previously prepared planting mix. Alta ARB, CA 92M5 8_OF inspected at the nursery by the County Horticulture] Department, ff ��P (�4t .,�f,�� Fax 2 an4 shall be subject to the inspection and approval of the L.A., ATE OF CA,10i CHECKED /L� DRAWING NO before planting. ' RCE NO DATE FILE 00 PROJECT SHEET NO. OF