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DEVELOPER/OWNER L CAP E U.-I.- RAL ANDS E ARCHIT CT PLANS THE LUNSFORD GROUP 139 E. HUNTINGTON DRIVE MONROVIA, CA. 91016 DR 89- 10 LANDSCAPE MAINTENANCE DISTRICT NO. 3 LOCATION MAP GENERAL NOTES SHEET INDEX C/TY OF RANCHO CUCAMONGA ARROW HIGHWAY L-1 TITLE SHEET < sl ss 9TH Sr. 15 L-2 LAYOUT/PLANTING PLAN o JE SE OE g FE B` °' L-3 DETAILS z< A.T. A ' S.F. R.R. aim ST. 1. An Enaosch ment Per., shat be obtained hom'ft City Engineer prior lo commenckg any work. L-4 IRRIGATION PLAN W2. AS work shah be performed according b Standard current City standards and the Specifications for Public Works ConstrLX11on. __ i W a _ L-5 IRRIGATION DETAILS - -< 6TH 3. At the boncluslon of rough grading, an agronomic sops report shall be furnishd to the City Inspector and all such recommendartions from such a report shall supercede softs amendment recommendations shown on the plans. L-6 IRRIGATION DETAILS X LD i Z a Y co 4. Upon mps~ of Instt*itltion. a maknteno period of one hundred and eightytrequired e0) days Is prior to find acceptance of ftL-7 TREE PLANTING AT LANDSCAPE SETBACK > work by the City. Maintenance shall kncksde mowing, weeding. Mrlgetlon, pruning, raising tree root belts which settle below grade. > r, irr k hrtllb b and applyhg such sprays as are necessary for proper care and upkeep. Maintenance also includes all repeirs, replsoement. 4 clevAing and aAusting rwc�esaary to Iwp the Irrigation system in good working order with proper Coverage. Qmncvff ant date tar L-8 TREE PLANTING AT LANDSCAPE SETBACK C/T Y O ON TAR/O .. . � tM,,.molcttltnlarlict sariod ■hall be inprovedln writing by the Clty InamipL Maintenance period shall be adequate to verify plant characteristics and establishment. L-9 CONSTRUCTION SPECIFICATIONS PROJECT SIT S. Ore controller chart shat be provided for each controller. Controller Chan Shan be the maximum etre the controller door will allow No chap show the area covered by the automatic controller. The chart Is to be a reduced drawing of the actual as-built system. lkwvvw. In the sent the oontroter siclk►enoe is not legible when the drawing Is reduc»d, h shag be enlarged to a size that will be L-10 CONSTRUCTION SPECIFICATIONS . reado:le ether reduced. The Chart " be a biackiMe print and a different color shell be used to shower the area of coverage of each 1O I station. When Completed and approved by the Public Works Inspector, the chap shall be herrmetica►ly sealed between two pieces of L-11 CONSTRUCTION SPECIFICATIONS _ _.-• plw d, each piece being a minimum o/ 20 mita. thick. The chart shall be mounted using Velcro or approved equal " of tape. These VICINITY MAP °!tans n%M be co^;4#lod and In Sam vrior b final acceptance of work by the City. L-12 CONSTRUCTION SPECIFICATIONS NOT TO SCALE 6. S' wide x Ir deep concrete mowstrlpe =hat be provided bei on all shrubNgroundoover areas and turf areas. Mowstrips shall allso be L-13 CONSTRUCTION SPECIFICATIONS provided beneath metal tenekg and where City maintained areas are adjacent to privately maintslrwd areas. 7. Sidewalk tryout le conoeptuM only. Approval of the final sidewalk layout shall be made In the Reid and ad)usted as necessary to meet MAINTENANCE RESPONSIBILITY MAP/VICINITY MAP n.bcon&tle-m as O1'b the Public Works Inspector and Project Planner prior to timet constructlon. CONSULTANTS 6. Appyanon of any chemicals shall be by State poensed personnel. 9. Any trees within five (5) feet of wafts, woks, curbs or other potentially root-damaged hardsic" shalt be Installed with nootcon" LANDSCAPE ARCHITECT: barriers. Prior to backfilling trees) planting, contractor shall have the City Inspect root barrier installation. 10. No Woes shag be planted within three (3) feet of curbs. THE S W A GROUP CITY MAINTENANCED •AREA 11. At urea are to be located: ton fast Mom any street tight, power pole, or reinforced concrete box: fire feet from any drive 580 S. BROADWAY, SUITE 200 6TH STREET approak�h, We hydrant, underground structure (e.g. catch baslns, vaults) and sewer lateral or clean-out; and three feet from any LAGUNA BEACH, CA. 92651 water meter or sewer kne. CIVIL ENGINEER: ___ __ __ _ FUSCOE, WILLIAMS, LINDGREN, AND SHORT F 2500 REDHILL AVE., SUITE 100 SANTA ANA, CA. 92705 I I LANDSCAPE QUANTITIES iJCAM Imo- STREET TREE AND SIDEWALK ) 0) D�l o rc I EASEMENT co � .4 I C: 6TH STREET MEDIAN ONLY I G) BOTANICAL NAME SIZE QUANTITY ' Q I I ' > TREE a/ C"' DESCRIPTION OF REVISION DATE CITY APPROVED .••o Z Lagerstroemia indica 'Rubra' 24" Box 18 CITY OF RANCHO CUCAMONGA M O O Z C: SHRUB ,� D , I M F- z LANDSCAPE AND IRRIGATION CI Nandina domesttca Harbour Dwarf 5 Gal 203 U � m DRAWINGS FOR 6TH STREET � Z GROUND COVER IMPROVEMENT PROJECT C I � rn Hypericum calycinum 1 Gal 927 I APPROVED BY DATE �<. �� � CITY ENGINEER E NO. X�' I Area (SF) under city maintenance: 5759 �=• �''�- !` DESIGN RfCNr"�ENOE" -' -" Area (AC) under city maintenance: 0.13 /^ rRS �- DRAWN ,NEE 1 RS 1 F 13 :y CHECKED - _ ---- - - R C E NO - - -- WAWi1J� - i —L /-3 5 -- MRM—-- DATE 103089 _ . E �E ren . - SHEET NO. 7 OF Iq GENERAL NOTES PLANTING NOTES 1. Base information including the location of property lines, easements, buildings, and roads and curbs have 1. Refer to civil engineers utility and precise grading plans for utility location and final been taken from the civil engineer's drawings. For additional information refer to civil engineering, drawings. grading. Ifactual site Conditions vary from what is shown on the landscape architects plans,the contractor shall contract the city and landscape architect for direction as to 11 d to proceed. w M For utility information including storm drain, sewer,water, electrical,gas,telephone and cable 1V,reTer to how Zt.g �Q �Q b 21� �lI the civil or mechanicaVetectrical/plumbing engineer's drawings. 2. Verify locations of all pertinent site improvements installed under other sections. If 6 3. Verify site information, including property lines, roadway curb and gutters, utilities and other information any part of this plan cannot be followed due to site conditions,contact the landscape affecting the scope of work included on these drawings. If actual site conditions vary from what is shown on architect for instruction prior to commencing work. the landscape architect's plans, the contractor shall contact the city and the landscape architect for direction on how to proceed. - 3. Exact locations of plant materials shall be approved by the City inspector in the field 4. Excavation in the vicinity of underground utilities shall be carefully undertaken with care. The contractor prior to installation. The city inspector reserves the right to adjust plants to exact bears full responsibility for this work. Any damage to utilities caused by any person, vehicle, equipment, or location in field. tool related to the execution of the contract shall be repaired immediately at no expense to the city. I GZ� 4. Contractor shall be responsible for verifying all plant counts and square footages. _�� 5. The contractor shall contact the underground service update (U.S.A.) 1-800-422-4133 for utility location and identification. Ouantities are provided as city on only. Cr Y ' DrrCH �% � - �Mlt�• �iJG • G 6. Refer to civil engineer's utility and precise grading plans for utility location and final grading. M 5. All trees to be planted a minimum of(3)feet from curb. �14X actual site �— �� i�X- conditions vary from what is shown on the landscape architects plans,the contractor shall contract the-city 2z>%and landscape architect for direction as to how to proceed. _ 6. Provide matching forms and sizes for all plant materials within each specie and size —� I 22 a'� X _ designated on the drawings. 7. Prune newly planted trees only as directed by the city inspector. 8. Align and equally space in all directions all shrubs so designated per these notes and LAYOUT AND MATERIALS NOTES drawings. 1. The contractor shall layout and verify an dimensions prior to construction.Any 9. AN trees in rows to be aligned. t,lSL.b L� discrepancies shall be brought to the attention of the landscape architect. o`r `ro 10. Finish grades of all shrub areas shall be(11/2") below adjacent pavement or header. 2. Verify locations of all pertinent site improvements installed under other sections. If any part of this plan cannot be followed due to site conditions, contact the landscape 11. Trees shall bear same relation to finish grade as at place of growth. architect for instruction prior to commencing work. 12. Finish grades of all ground cover areas shall be (21 below adjacent pavement or 3. For dimensions of buildings,parking lots, and related work, refer to the architectural header. drawings, and the civil drawings. Copies of these drawings are available from the city. 4. Written dimensions take precedence over scale. S. All measurements are to face of building,wail or other fixed site inlprovernent. Dimensions to center lines is indicated. 6. Install all intersecting elements at 90 degrees to each other unless otherwise noted. 7. Provide expansion joints where concrete tlatwork meets vertical structures such as I.A6 SNP L_3 - curbs. 8. Expansion joints in concrete header shaft be located(20'-0")on center maximum NY r GA unless otherwise rioted. 6TH STREET NAN PL9 3 5'31-oil 1��1I Z�l"�� d , it - l' � L-3 TfP _ 3-o Mif`l. cEtJTI� U r� � �` �'k=+-i woo r oo – -- – — – –----– -� – –-----– -31-oil L 4o o„ Get-1T i�l a�� r�l'T-G+I �It`1. TY P NOTE: Water at planting area to be collected at the "V" ditch then drained through natural perculation 1 PAVING PATTERN NOTE: SEE SHEET 3 FOR PLANTING/ CONSTRUCTION DETAILS H-11 I H I_ PLANT LEGEND REFERENCE IRRIGATION SHEET 4 0210 N KEY BOTANICAL NAME COMMON NAME SIZE QUANTiTY SPACING � LAG IND Lagerstroemia indica 'Rubra' Crape Myrtle 24" Box 18 20' O.C. ' SHRUB NAN DOM Nandina domestica 'Harbour Dwarf Heavenly Bamboo 5 Gal 203 24" O.C. CITY MAINTENANCE RESPONSIBILITY MAP GROUND COVER Tri-spacing 6TH STREET HYP CAL Hypericum calycinum Creeping St. Johns Wort 1 Gal 927 18" O.C. Tri-spacing r OATS CITY SHR MUL Top Dressing (medium DESCRIPTION OF REVISION grind) 2" Thick Shredded Mulch (at all planter) /►•RovED I;ZT CITY OF RANCHO CUCAMONGA Center line of 'V" ditch Property line LAYOUT/PLANTING PLAN Limit of work ,; The SWA group y Landscape Architecture 580 Broadway,Suite 200 Site Planning Laguna Beach,CA 92851 Urban Design 714.497-5471 I��-� �vi(� APPROVED BY f PATE ��� 4 I � CITY ENGINEER -- SCE NOl `�7 _lL�___ DESIGN -- RfC0 ENDE D RS DRAWN Sttf i RS 13 , CHECKED DRAWIN, No 0 /U 20 _. RCE NO ___ __ — MRM DATE 10-30-89 - r It t rife 3S�'L SHEET NO. 9 OF �9 _ - NOTE: P ING NOTE' 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER 1. STAKE TREE PERPENDICULAR TO PREVAILING FROM HOSE. 00 NOT CRACK ROOT BALL. WIND. 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION 2. PLACE 'GROW-POWER' TABS IN PLANT PURPOSES. CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. 3- P?�[� ,A ;e-jI•+ic4 _-44 h`D M GN �o� '� �551� STAKING PLAN PM2-C►J SvWLIES TOP OF STAKES (�i��6.33- 3 - G I'f`( /ShJ�(�, = MAIN TRUNK 000 (2) CINCH TIES SPACED 24" APART FOR CITY STREET TREES OR (1) 24" V.I.T TWIST BRACE FLANGES SCREWED 12" MAXIMUM TO (8') LODGE POLES WITH GALV• SCREWS 2" OfA_ LODGE POLE PINE STAKES B' LONG / •3" BERM TO FORM DEPRESSED WITH WOOD PRESERVATIVE STAIN STAKE A MINIMUM OF 12" INTO UNDISTURBED APPROVED TREE STAKES WATERING BASIN SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS ARBOR GUARD IN TURT AREAS AND FRONT YARDS. = y 6" DIA. PVC PERFORATED PIPE - FILL WITH J1 1/20 WASHED CRUSHED AGGREGATE BASE FULL LENGTH OF PIPE (LOCATE 18" FROM TRUNK) _ "GROW-POWER" ►WIT TABS PER MANUFACTURER'S RECOMENDATIONS BACKFILL MIX PER SPECIFICATIOEQUAL NS . .. DEEP ROOT OR EQUAL CONTROL PLUTER CONTAINER PLANT ROOT BALL 22-29-ISP WHERE REQUIRED OR ?awl �il ��� I I 1��� PLANT PIT TO BE (2) TIMES THE NOTE APPROVED EQUAL.See note below WIDTH OF THE ROOT BAIL 1 12" L "GROW-POWER" PLANT TABS PER BELOW THE BOTTOM OF THE ROOT 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS� MANUFACTURER'S RECOMENOATIDNS BALL OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ' BACKFILL MIX PER SPECIFICATIONS NATIVE SOIL M i •I • �-- NATIVE -SOIL TWICE ROOT BALL 01 TER PLANT PIT TO BE (2) TINES THE I WIDTH OF THE ROOT BALL i 12' • l BELOW THE BOTTOM OF THE ROOT BALL I DOUBLE STAKED TREE CONTAINER PLANTING &§HRU" GROUND COVER CITY STD. DETAIL NO. 60 A 2 SPA C I N G NOTE: Root barriers required whenever center of tree trunk Is less than 5 feet away from hardscape or walk of any kind NOTE: 1. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 2. PLACE 'GROW-POWER" TABS IN PLANT �� `'���F�-I��T Gb�l• ��� CONTAINER PRIOR TO PLANTING FOR STAKING OBSERVATION PURPOSES. TOP OF STAKES �� I �: rI�ER►.o�KiN�� f7AV R 'ro 81� c�►.�' �� -���► . z = MAIN TRUNK I IONII V'� �M A GO'V(A�ff� GDnG• N `G .o (2) CINCH TIES SPACED 24" APART FOR CITY STREET TREES OR �U 12" MAXIMUM (1) 24" V.I.T TWIST BRACE FLANdES SCREWED TO (8') LODGE POLES WITH GALY• SCREWS 2" DIA. LODGE POLE PINE STAKES 8' LONG WITH WOOD PRESERVATIVE STAIN ' ' STAKE A MINIMUM OF 12" INTO UNDISTURBED APPROVED TREE STAKES (v 61I �'$I 61 SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS - � ARBOR•GUARD IN TURF AREAS 6• DIA. PVC PERFORATED PIPE - FILL WITH000 I/2" WASHED CRUSHED AGGREGATE BASE FULL LENGTH OF PIPE (LOCATE 18" FROM TRUNK) �,-- �L "r �. F�s.. --���► Sp ��,� 3" BERM TO FORM DEPRESSED WATERING - - -- BASIN FOR GROUND COVER AREAS AND FRONT YARDS d G - CITY DESCRIPTION OF REVISION DATE ARPRovcc► - 2" THICK CHIPPER MULCH 6 --- =- - - _ CITY OF RANCHO CUCAMONGA • ' -- aCONTATNERR0 ROOT ' b 6 a s s 6 6 " 6 6 _ _ d . � _ .. PLANTING CONSTRUCTION GROti POWER PLANT TABS PER �J _ V , \MANUFACTURER'S RE COMENOATIONS 6 /.- �� r=- DETAILS t, �I BACKFILL MIX PER SPECIFICATIONS 6 The SWA Group f NATIVE -SOIL NO Landscape Architecturev. 580 Broadway, Suite 200 j li71 lt PLANT PIT TO BE (2) TIMES THE VIII W10TH OF THE ROOT BALI i 12" Ga�� � �1j Site Planning Laguna Beach,CA 92651 Urban Design 714-497-5471 BELOW THE BOTTOM OF THE ROOT , ,.Q . APPROVED 8Y ( DATE BALL CITY ENGINEER RCE NO <<J`-I % DESIGN RS K� DRAWN S►ef E T RS 3--^r 13 . CHECKED nRAwiN, No R C F VI) MRM — DATE 10-30-89 �t► f 3� �L 11- 0110M - SHEET NO. y OF i9 SYMBOL MANUFACTURER MODEL NO/DESCRIPTION GPM PSI RAD RAINBIRD 1812 SAM-PRS-1 OLA-H LOW ANGLE 0.8 30 10 DRIP IRRIGATION LEGEND: RENDITION ❑F TYPICAL 12" POP-UP HD-HALF 5 (HARD LINE: SCHEDULE 40 PVC PPE-SYSTEM REQUIRED) CALSENSE CONTROLLER INSTALLATION LATERAL e RAINBIRD 1812 SAM-PRS-I0LA-0 LOW ANGLE 50.4 30 10 LINES SCHEDULE 40 PVC 12"POP-UP HD-QUARTER ' SALCO PC6-1 (1 GPH) EMITTER, 3 DIST. TUBES PER SI-RUB RAINBIRD EFA-CP-PRS SERIES ELECT REMOTE CONTROL VALVE � � . • _- K SIZE AS NOTED 5 } RAINBIRD DRIP ELECTRIC REMOTE CONTROL VALVE PE SERIES © CALSENSE #2000-12 CONTROLLER: SALCO WYE STRAINER DYSFG-100 WALL MOUNTED INSIDE A FULLY ENCLOSED MYERS (1') MEUG I-M EDISON METER PEDESTAL EQUIP UNIT 6 6 W/A REMOTE INTERFACE - 4 " " CI RAINBIRD PRESSURE REGULATOR PRE-SET AT 20 PSI IPSI-HMB-20 6 / _ COMMON WIRE— \-VALVES 2 PIG TAIL BY RAINMASTER. - 1 INCLUDE PHONE CABLE TO ENCLOSURE. Q -RANVBIRD AUTO FLUSHING END CAP: SCF 517 G FOR INFORMATION, CALL (619)438-0525 6 oO CALSENSE MOISTURE SENSOR: MODEL NO. 1000-S 1S Cot1TRDL QUANTITY AND LOCATION PER MFG. REP.: (714)458-0129 6 1\4 CALSENSE D WIRES O CAL SENSE FLOW MONITOR: MODEL NO.FM-1 (11 INSTALLED � � IN A JUMBO VALVE BOX WITH MARKING T.S.'ON GPM THROUGH VALVE THE LID. INSTALL IN ACCORDANCE WITH THE WATER FLOW IN MANUFACTURER'S LATEST PRINTED INSTRUCTIONS. 2 VALVE SEQUENCE NUMBER4— FOR INFORMATION, CALL (714)458-0129 35 I Vii, 1100 GPH THROUGH DRIP VALVE SIZE OF VALVE 1' 1' HARDIE SERIES 102-11/2" MASTER VALVE (NORMALLY OPEN) M MASTER FLOW BACK-FLOW PRESSURE WATER ® RAINBIRD QUICK COUPLER VALVE:#33-DLRC ( 55 WATERING SCHEDULE: (PER APPROVAL OF CITY INSPECTOR) VALVE- SENSOR- P1/4" MFG. REDUCING S � FIA/RDS, (MFG. BY $Y F B�CO VALVE METER - 1' (BY —1114' DEVELOPER) FEBOO #825-Y-BV-11/d BACKFLOW PREVENTION ASSEMBLY >✓j SECTION TYPE TIME PER DAY AT 6 EVENINGS PER WEEK SERIES 102 CALSENSE 825Y-BV WILKM #x500 PRESSURE REGULATOR J 30" MAX. 30•M _WILKINS #500-11/x' 1 DRIP 120 MINUTES FOR TREES CALSENSE FORM =2 1.1ro1/88 _-� APPROVED BRASSY STRAINER W/60 MESH MONEL SCREEN NIBCO MODEL T-113 MANUAL GATE VALVE-LINE SIZE H � 2 SPRAY Za MINUTES FOR GROUND COVER : FOR ESTABLISHMENT PERIOD OF 3 MONTH © APPROVED 1-WATER METER(SEE CIVIL FOR LOCATION) 10 MIN. FOR GROUND COVER: AFTER ESTABLISHMENT PERIOD APPROVED SCH 40 PVC PRESSURE MAIN APPROVED SCH 40 PVC LATERAL LINE,EXCEPT 2"DIA. SHALL BE CLASS 315 APPROVED 4'DIA SCH 40 PVC SLEEVE S NOTE: MOISTURE SENSORS-A MINIMUM OF 2 REQUIRED; III 720 APPROVED 2"DIA GRAY PVC CONDUIT-SCH 80 LOCATION AND INSTALLATION PER DIRECTION OF MFG. 6TH STREET E REP.- GENTILE ASSOCIATES. PHONE: (714) 458-0129. POINT OF CONNECTION - =M 1074.59 T.C. ® PROPOSEDTREE _ I 1 NOTE: Locate Ines in plant bed (TYP) � JD 1075.67 T.C. C-T NOTE" FOR KEY MAP K W � , z � SEE SHEET 2 1" WATER METER - '� ! PEAK DEMAND = 31 GPM POINT OF CONNECTION FOR IRRIGATION SYSTEM- CITY POTABLE WATER SUPPLY _ C PRESSURE RANGE: 90 PSI (STATIC) DATE OBTAINED: 9/26/89 1" PRESSURE REGULATOR 1. This system design is based on 65 psi and a maximum flow of 31 gpm. PER CITY ENGIN. DEPT. I CONTROLLER Verify pressure prior to beginning any construction and report variances to City representative. 1" 'STRAINER , 1" � BACKFLOW PREVENTION ASSEMBLY, 2. All main line piping and control wires under paving shall be installed PRESSURE CALCULATION in separate sleeves. The sleeve size shall be as shown on the plan. 3. Pipe sizes shall conform to those shown on the drawings. No _ 1`__..._ NOTE: FOR IRRIGATION DETAIL substitutions of smaller pipe sizes shall be permitted, but NATER METER # INSTALLATION SIZE substitutions of larger sizes may be approved. All damaged and 11/2" MASTER VALVE H. G. L. 1285 (ZONE 1) SHEET SEE SHEET 5 AND 6 rejected pipe shall be removed from the site at the time of said rejection. 1" FLOW SENSOR ELEVATION 1285 - 1072.96= 4. Final location of the automatic controller shall be approved by the 212.04 X .433 91.81 P.S.I. City's authorized representative. 5. 120 Volt AC electrical ppwer source at controller location shall be REMOTE CONTROL VALVE SIZE ___-- 1 1 4 provided by the Developer. The irrigation contractor shall make the final connection from the electrical source to the controller. Connection MAXIMUM DEMAND G.P.M. ' shall be hard wired. - ELEVATION 6. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. PRESSURE ! R.C.Y. — -65-- P•S•I• 7. The irrigation contractor shall flush and adjust all sprinkler heads SIZE ITEM P.S.I. and valves for optimum coverage with minimal overspray onto walks, streets, walls, etc. - -t- - WATER METER 8. This design is diagrammatic. All piping, valves, etc. , shown within _j 1 4" _ R.P. BACKFLOW DEVICE ---�-Q-- paved areas is for design clarification only and shall only be 1�-" _ y0 installed in planting areas wherever possible. The contractor shall SATE VALVE locate all valves in shrub areas, whenever possible. _L112"_ _ MASTER VALVE 9. It is the responsibility of the irrigation contractor to familiarize 11/4" PRESS. REG. - �0 CITY himself with all grade differences, location of walls, retaining walls, /� DESCRIPTION OF REVISION OATS ,PRROVED g P MAIN LINE LOSS structures and utilities. The irrigation contractor shall repair or AL2.'_.. 250 L.F. replace all items damaged by his work, he shall coordinate his work LV CITY OR RANCHO COCAMONGA with other contractors for the location and installation of pipe �.t/4"- REMOTE CONTROL VALVE -- 5'9 j sleeves and laterals through walls, under roadways and paving, etc. _ --- LATERAL LINE __ 9.0 10. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstruction, grade -- - - -- FITTINGS LOSS (10x) _ 1,0 IRRIGATION PLAN differences or differences in the area dimensions exist that might not y'f ``� have been considered in the engineering. Such obstructions or -4--- - ELEVATION CHANGE -- 0. �r (;�'�1t'` differences should be brought to the attention of the City's authorized rou 38.8 The SWA O representative. In the event that this notification is not performed, TOTAL SYSTEM LOSSES p the irrigation contractor shall assume full responsibility for anyPRESSURE REQUIRED AT HEAD: 30 NOTE: FOR PLANTING PLAN Landscape Architecture 580 Broadway,Suite 200 revisions necessary. • Site Planning Laguna Beach,CA 92651 63_8__- nn Urban Design 714-497-5471 11. All sprinkler equipment not otherwise detailed or specified shall be TOTAL PRESSURE REQUIRED: -- SEE SHEET L APPROVED 8Y �'�� -�` ( GATE i//3�'8% installed as per manufacturer's recommendations and specifications. STATIC PRESSURE AVAILABLE: - 90 CITY ENGINEER - RCE NO. 22397 12. Refer to specifications for additional detailed information. REG. PRESSURE AVAILABLE (PRE-SET): - 85- DESIGN RFCC1mmENDE0 13. Do not install irrigation mains within the drip lines of existing RESIDUAL WATER PRESSURE: _ 16.2 . E(? /Ar- T - trees. Always trench radially toward the trunk of the tree when installing lines, if heads are to be located rithin the drip zones of CITY RESIDUAL WATER 15-20 PSI DRAWN SHE4 13 existing trees. PRESSURE REQUESTED: EG of regulator 85 si before be innin CHECKED DRAWING NO 14 . Install and adjust the pressureto beginning 7 PP RCE N0. 1 --- _ . . _ . . . . -- ------- --- operation of this irrigation system. Q /O 20 L/o MRMDATE 10-30-89 flLt nn . 35 SHEET NO. `0 OF l9 1. EQUIPMENT To K INSTALLED AT A MINIMUM Of 24• FROM ANY STRUCTURES OR mooscAP1111. Z. All ABOVE GR 0 ASSEMBLY SMALL RECEIVE (2) COATS OF REO PIIMER AMC (1) COAT EXTERIOR (AWL • COLOR AS SELECTED BY LANOSCA►E ARCHITECT. I. WWII UNIT IS REIT TO A STRUCTURE (10. WALL, BUILDING. ETC.) MOUNT TEST COCIS OR ROUND CONIC VALVE SOX A COVER OPEN OR NOR-ST/UCTIRE S10E. PARKED '1RRIGAT:04 GATE- "CHRISTY" FLB BOX A FLBO LID (OR EQUAL) ..................6,to----1ACXFtOW ►REVtNTOR ASSEMBLE 3 y A*.M AVER LINE SIZED BRASS � ~ IN PLANT dEJ$ CATE VALVE IRASS NIPPLE TYPICAL (4) PLACES FINISH GRADE /2' ABOVE FINISH GRACE BRASS 90• ELL - TYPICAL (2) PLACES III-POP SHRU1 HEAD c - - FINISH GRADE ------------- BRASS NIPPLE I _VIIIIk ri ; IRASS WYE STRAINER WITH 60 WSW BRASS UN[0 MDNEL SCREEN R IIJIiIi SLIP BASE SOCKET OVER ENO OF WIRES 4"THICK 112' VICE CONCRETE PAD co s (LENGTH VARIES PER MANUFACTURER) STEP l SLOPE TO OBAIM AT MINIMUM 22 WATER SOURCE FINISH GRADE I�) ; + I I( l BRASS GATE VALVE L—STRIP WIRES APPROX. S/1' FROM EMOS-TWISt TOGETNEi FROM II WITH BRONZE NANOWREEL : APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL +- P' 1 �/ Q _ CAVITY—WITH SEALER vt a �Lv 0 z l�l_ ctiu Y. • b .. y. ` _ _ ~ MOR-PRESSURE LATERAL ASTEi 2 LINE A FITTING LPUT CRIMP SLEEVE OVER WIRE ENDS-"IMP SLEEVE 1Ip ICnS�-- , BRASS NIPPLE - TYPICAL z I •foo 43 . o- -_,�II11III 3�4 WASHED CRUSHED AND CUT OFF EXCESS WIRE I I II _ (2) PLACES o `. �. • III' AGGREGATE BASE —MARt[2 90• STREET PULL BASE SOCKET OV:R END AS FAR AS POSSIITLE I' ELL W. CDM►KTta I2-.I2•:12• CONCRETE VIII _ I III STEP S _. _ THRUST ILDCXS - TYPICAL = REQUIRED � 1 (t) PIKES SCH 40 PVC MALE ADAPTORS 4 PUSH SEALING PLUG INTO BASE SOCEET VC MALIE ADAPTORS PUSH WERE$ TO ENO OF SASE SOCKET TO ASSURE I a TYH 40 P TYPICAL CES(2) PLA — COMPLETE SEALING OF CONNECTION p' I SCH AO PVC 90• STREET Ell STEP a �p LINE TO SYSTEMS NOTE: Fldir—i 'J MARCEX 90• STREET ELL __ . J• RA[NSIRD SNAP-TtTE WIRE COnNE:TCR -d �. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. IBRASS 90• [Ll TYPICAL SCH 10 PVC NIPvIE trvtCAt (2) PLACES• 1 ANTI-DRAIN VALVE AS REQUIRED WIRE CONNECTOR _ 1. LOCATE MEAD t• FROM WALKS, CunS, NARDKAPING, NOW STRIP. HEADER BOARO. AND . I EDGE OF LAWN. i I I 1 Z. LOCATE STREAM SPRAYS 6' FROM ALL STRUCTURES. ANO SPRAT MEADS 12' FROM ALL STRUCTURES IM SMRU1 AREAS BUT 6' FROM ALL STRUCTURES IN GROUND COVER MEAS. 7. USE TEFLON TAPE ON ALL MALE THREADS. TYPICAL WIRE CONNECTION BACKFLOW PREVENTION ASSEMBLY GATE VALVE- I �31� or stailer ' HI-POP SHRUB SPRAY I iqR -- IIII�IIII�h► �I�li �I(II =• Ila_ MARostAP)NC - III{I CLEAN BACKFILL - SEE SPECS. FOR rIIIIII MATERIAL. 90% COWACTION REQUIRED z RAIN RIRa33 DLRCWTTR YELLOW fTRt1CTVRt OR RUBBER CAr SURELY ONL KEr MABDSCAPING PER 12 QCV'S INCLUDINC ROSE NON-PRESSURE LATERAL LINE: SEN. 40 SWIVELS. SNAKE PIPE IN TRENCH FINISH CRAD[ - INSTALL IN� ;III�II It _ PLANTER IED ONLY 11^ Naxiw. PRESSURE SUPPLY LINE: SCH. 40/CL.315 I iAb 17� s CLEAR 1ACXFILL - SEF SPECS. FOR I4 i= - I _� �.iWSNAKE PIPE IN TRENCH ! # : = - f ,i MATERIAL. 90Y COMPACTION REQUIRED -> �� ` .� II(II _ _ ^' r `— t- )ry' L, '-` STAINLESS STEEL . . _ _I i iF^ �i�l I;I,_,lift '_I O III �y BRASS Nlrru 1 SCREW C1J1Mr PROVIDE 2" OF CLEAN BACKFILL BRAS$ !O' ELL MINIMUM (3) PLACES BRASS 10' STREET tLL -PRESSURE LATERAL LINE SLEEVE 12' TYPICAL IRAss NIPPLE - I^ LONG ►A RE&AR STAKE SIZE TWICE DIAMETER OF NON-vt(E$SURE CONTROL WIRES - BUNDLE AND TAPE ! &BASS 90' STREET ELL (24' LONG) LATERAL LINE AT 15" O.C. AND INSTALL ADJACENT i 1 CONTROL MIRE SLEEVE - SIZE PER PLAN TO PRESSURE SUPPLY LINE INSTALL ADJACENT TO PRESSWIT SUPPLY s ' LINE Iilllnn I It l� - IIII PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE DIAMETER OF PRESSURE WPPIr • TTP LINE I, IIT : NOTE: ,L PRESSURE SUPPLY s 1. ALL SLEEVES TO K SCM 40 In. II I. PIGTAIL AND LOOP CONTROL' MIRE AT 900 CHANGES IN DIRECTION. I LINE FITTING - 1 I - �—�--PRESSURE SUPPLY LINE ? I. [IITfiM All SLEEVES It" BErONO EDGE ON MAROSCAPIRIG AT W'T1i ENDS• I ' TYPICAL SLEEVING TYPICAL TRENCNIN� QUICK COUPLING VALVE WITH METAL STAKE ROUNp COHCRETt VALVE SOX A COVER MARrEO -PRESSURE REGULATOR' CONC VALR 102 1 C.L COVER BARRIO 1I111GAT1ON RCV• N DLAMT BEDS FINISH GRADE HFT AR •CMISiT•FL9 IDI IRP 111 ' I } Iilly (N -�-i r ITT To SPRINEL(I - APOL( PIPE IS II»I � SPECIFIED K WWI IS• t I s III ` CLEAN BACKFILL - ,SEE SPECS. FOR 111;U 11 I - 1 ` SCN 10 m RILE ADAPTOR II II� MATERIAL. 90% COMPACTION REQUIRED Illlu "� a Jlli sCN Be rrE ata w N I IRASS NINE m r. NON-PRESSURE LATERAL LINE: SCH. 40 = II 1. 1N LAWN AREAS 'tNAM�TAt�• CONNECTORS SNAKE PIPE IN TRENCH PIPE FROM METER PRESSURE REGULATOR 7• IN PLANT BEDS ELECTRIC CONTROL VALVE � I PIPE TO BACKFLOW FIRM GRADE PREYENTOR PRESSURE St1PPtY LINE: SCH. 10/CL.31S • ;! DESCRIPTION OF REVISION &)ATE CITY SNAKE PIPE IN TRENCH Flow-� �_ ---Plc TAIL ElrAxsla _ I APPROVED laor (MSN. 24• BONG) r = U i . VALVE ANGLE Sld1E CITY OF RANCHO CUCAMONGA VALVE W/uf BOR }� PROVIDE 2" OF CLEAN BACKFILL BRASS III ME 12' TYPICAL + �•: - •' '' ~�.� CONTRA YIDS - Ill AND TAPE 1 3/4' WASHED ENU51ttD IRRIGATION DETAILS AT iS" O.C. AND INSTALL ADJACENT AGGREGATE TO PRESSURE SUPPLY LINE lil ' �;1 4"II'' 1/4' WASHED CRUSHED AGGREGATE i ,I� :'��, SCH so rrt NIPPLE • BASE -- — -CONTRDt 1 CDM WINES The SWA Group Landscape Architecture 580 Broadway,Suite 200 SCH 10 IVC SASA1 TEE PRESSURE SVMT (INE Site Planning Laguna Beach,CA 92651 Urban Design 714-497-5471 9AT. , NATE: 1. INSTAL( CONTROL VALVES A M1R:11 1 Of Ir ►RDI( STRUCTURES OR RANW-011114. /j. `'° APPROVED BY _ l DATE / 1. PIGTAIL AND LOOP CONTROL HIRE AT 90� C1tAN6ES IN OTRECTION. 2. INSTALL TUTUS IN PLANT ZEDS WHENEVER POSSIBLE NEXT TO S10CWALAS. CITY ENGINEER RCE N0 1. "1 VALVE 101 At RIGHT ANGLES TO STRUCTURES OR HAAOSCAPING. � �O � � y%'. —4._"E AGGREGATE PRIOR TO INSTALLATION Of VALVE 101. �' v 0. "' '1� DESIGN RFC1'1`aMENDI P S. ATTACH 'CT111STY• VALVE IDENTIFICATION TAG WITH APPWII IATE CONTROLLER ANO �. _ ( __._�__ EG VALVE NUMIIR . 10 CONTROL WIRE. TYPOL TRENCHING PRESSURE REGULATOR VALVE ✓ YS EMOTE CONTROL VALVE WITH oRnwN SF1EE T HUT—OFF VALVE 81 UNION V�� M1 r\P EG _ 5 13_ I i k (/f CHl\tU� CHECKED RCE NO DRAWING NO - - - - ---- ----_- --- — -- MRM _ DATE 10-30_89 F It F 140 SHEET NO. OF /c/ I WALL MOUNT CIIMTROLLER NSIDE MYERS ENCLOSURE 0 WALL 'SNAP-TITS' CALSENSE K LOCK NUT ELECTRICAL CONNECTORS ,JUNCTION BOX . _ :•� 24V JUNCTION BOXFINISH GRADE RECOMMENDED FOR LARGER CONTROLLERS. SENSOR _"7.f = COMMON W[RE 120 VOLT WIRE - IN RIGID CONDUIT CONTROL— PER �' " VALVE CONTROL WIRE PER LOCAL CODES � BURY WITHIN Z E/CONTROL WIRES r�� �I'� C Er Tom•- C�� Wta — ROOT SYSTEM P • p SIN RIGID CONDUIT, ANY LENGTH �/ .f• 14 AWG WIRE A. V FINISH GRADE TO SENSOR • IIII IIII=IIII-1111 IIIEill- LAltq 111= =IIII- 6� III-III OF DIRECT BURIAL _ _ _ — 1�,4ssu2E -.�� C;�t3• pft—Nr-�tt�-�� s�•�co I � �1 �r�ss st>:���sdt,c �'8 r-IIII—IIII_IIII� _ _ _ WIRING TO VALVES � � IIII�IIii_1111.-1111) __ 'II_ IIII IIII=III i.�'f� 5"f�4AZ 6`�`I,co c?fs�t - loJ� a _ Saat_co PG6-L . M�-f 10 uL.L'f �r1rf c� I�/s o+1'(.,ETS �tJfl DIST ,vgl,,,E) =1111_1111=IIII—IIII—IIII_IIII_IIII_IIII_ — M�T1 W51 PPE I/:X IZN i5;+60 ✓C CALSENSE WALL MOUNT INSTALLATION (INSIDE ENCLOSURE CALSENSE MOISTURE SENSOR INSTALLATION ,� Ids-amu, I: >� � I��r- I��- � P ws� � � �P ��''� CALSEN E H 0010 11/01/88 CALSENSE FORM 0013 11/01/88 K1_"4-4Ut� �(G SGI-I•.40� �+ ?1f"o•G- Tlzl-S Pt.U4 ET �t Ltvj;, .it� . LrtAr-- Ewe- 3; - 449 -rIzm r*A o c,QP IIS c sr �- sAPAS - 3 'y. P )r - P -r r e e 11772 �v / 0 �' % • I s 1 C�-,4•LCA c -I?T � � T olz �a�L I Luh ? orl{� ,�. N� I�� � �T Y ep . e e r ' ' 1 �-- r-izrYV isH MIX C)S 10}1 ►:� �� P l i I E -T P — O ,I p"'. AREAS ACCESS SLEEVE14D1 m TURF v Box QQ VALVE-{ 1 •' — CF#tISTY COfVCR UB AREAS � 2' IN SHR 11 — WIIA 2-6' EXTENSIONS AND I i LOCKING COVER, BY AMETEK FINISH GRADE i — ACCESS SLEEVE:SA1D0 OAS- 8 OR EQUAL. END CAP RAID SCF 517 OF 14 tis EXTENSION _ lot, xaac . �� Ti.,1�I 1�• '� i� I � r'� I WATER PROOF — _ CONNECTIONS JUMBO BOX S L I - l.+S•• i 3/4•sct-L 4o PVC a0 _ �- a 5 PIPE 10 PIPE DIAMETERS I A / p — cK q' I RED I �`T�'L DIAMETERS tf 1 — 3 0 30 - — I r`� FLOW I. �a r 13!tJt>I*�� �11 I�r�5 �'c'�Gt•� S Si-}�1�1.. " MAINLINE + I I 7-r�Ft` 616 I r o EXTENSION i a ' sTS i1 - s S ia.� a 6 MIN. cl "�-•D `l" E� '�� �• �- "r C � PEA GRAVEL zll TF'IIG - � � '�' I'"I�I•lf+. i5�d'd 'dy DRAIN SUMP ISOMETRIC 2• ti . 60'MIN. .a � Y END CAP DRAIN (FLUSH DRAIN) CALSENSE FLOW SENSOR INSTALLATION SENSE FORM 0011 11/01/88 cAL NO SCALE T-Ti2' 1 . V A 3 _77'� F a \ gill I S s - - S r J N � 1 0 2 :11 i VIe • \ I tl AI I r - - _ DESCRIPTION OF REVISION DATE CITY = 7 1APPROYED I I II �� >� ►, CITY TY OF RANCHO CUCAMONGA 1. BRASS AMU VALVE VITTI UNION - SAME SIZE AS ICV 2. PVC VTZ STRAIN[A V1TI INTECRAL BALL FLUSH VALVE AND DOVN STREAM PRLSSURZ 6UACE. SALCO DTSTC - PLAN SIZED• I. rmum 3. REMOTZ CONTROL .ALVZ -RAIN 3I0 PE SENIES - PLAN SIZED IRRIGATION DETAILS 2. FINISH CRADE a. SCR. 90 CLOSE NIPPLE SAME SIZE AS !C 3. SALCO PC6-1 (T GP}Q EMITTM 3 DIST.TUBM PER SHVM 5. XFT I SLIP. FITTINC - SOLVENT VELD i. ACCESS OPENING FOR TUBES WITH EOCv•125' OUTLET CHECK VALVE AT ENDS.' •. SCII. 40 PVC E I S I T TU S. SALCO ?C6.1 HVLTI.OUTLET EMITTER WITH TORO 7. PRLSSURL SUPPLY LINK: The SWA group 710-07 THREADED ADAPTER FOR 1/2" DIAMETER SCH. 90 NIPPLE i. SCH. 60 PVC 11111►FLI • LUM SIZE AS tC7 •. 1/2" DIWTEI SCH. 30 NIPPLE - i" MIN. !. VVIP-1/2XMI2x6412 COMMON RED BRICK PER SIDE Landscape Architecture SBOBroedway,Suite200 « 10. 3/4" OR I"CLASS 200 WC LATERAL LIME t 2-C EA"ANQ BE•TwEEM Pop[ a "m Site Planning Laguna Beach,CA 92651 V OVE FINISH CRADE Urban Design 714-497-5471 1. SALCO DAS•6 ACCESS SLEEVE, SET LID 1 AD F 1 R T q S. .GRAVEL 3/4~ HASHED AGGREGATE OI41T 11.CONC E E VALrE IOX AND LOCXIMC COVES KARKID I C.:. - 1RAIGATION CON'TM VALVE CHRISTY B S BOX AND 93TL LID TRIPLE STREET Ell ITYP•J �� APPROVED 8Y DATE. 12. SOLENOID WIRES. PIC-TAIL LACY 35" LONG (XI, l , . ADJUST• IN F'ELD PER CITY APPROVAL. ` \ G, a ,� `i\ CITY ENGINEER RCE N0. 2737 o `� • SALCO PC6 1 EMITTER WITH ACCESS SLEEVE DESIGN RECOMMENDED•�� EG . REMOTE CONTROL VALVE FOR DRIP IRRIGATION _ __, � �� • N.T.S. H DRAwN 5 EE 1 EG atf Y --6—or 13 f (1f LA'Ov CHECKED DRAWING NO I MRM - -- - -- RCE No --- 10-s0-ss 13J�- L oat - - -- - - -- ILS Nn - •- - --- -- - -----.. f ' SHEET NO./� OF /`V 9' STREET TREE LEGEND CONSTRUCTION NOTES FOR STREET TREES KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY SPACING 1. All street trees are to be placed in accordance with City Standard 601. 0 Magnolia g. 'Majestic Beauty' Southern Magnolia 24"box 13 30'0.C. 2. All street trees shall be staked and planted according to City Standard Brachychiton populneus Bottle Tree 24"box 11 (65%) 20' O.C. 605A or 605B as proximity to hardscape dictates. Liquidambar s.'Festival' Sweet Gum 24"box 6 (35%) 20' O.C. 3. Backfill mixture of all street trees shall be per the recommendations of an agronomic soils report furnished to the City Inspector. 4. No street tree shall be planted where the center of the trunk is closer than three feet (3) to the face of curb, unless otherwise noted. 5. All street trees are subject to inspection and acceptance by the City Engineer. 6. Trees within 5 feet of hardscape shall be installed with root barrier per City Standard Detail No. 605A, typical. Q �X/ST/rVG ST�PE'ET Sr,C 7 445 40 G'O/VST.P (=TT0,1/ A,C7 f f?,%1` '1C) BE I NSTAT_II TD BY SaI111I-214 AND PAY i-r-)R CTX3-1, QF �. MILLIKEN AVE. T� ���`�,�G ------------ ---1 -- CC/•PB — CU�Pt/E �4 T�3 /Vo05 '� •� �Z �q tiJlL 4-IKE�t/.4 8� /00.00'80937 -7 " /4. 24 N! 01 � D �', Est'/✓fTG c2'/.�.��� m A �, -�.__�>.,•�.a-- --- B �¢ GUiPB �•4G� '. S4. 53�078� 9 EX/ST/NG W-4---s T S/X7, 7774Z7��T 14 62¢1x0"/8 8xS0 � a � crxrs rlcxr Ncrr��> r- C' r rr a T Vim' T> �..�"' \ CON=-& r 81 \ PCx b STS. NO. 303. I GVI'If32 PER CITY - Ct1RB ., - , �- /N iP "!' (�}`1 �' �- i.r�:._:.-�A_`'�:�.'��: .� '� �, ``� `,� � c. {, �:•.,:� K;, t� �;�,�. _ ��;. � �*" • � S'I'R()CP AC PAVF7dEM' OVER AB PEP SOILS TFST RET70VE 8 PCC CURB & GU= ONLY. iSEE SHEET 3 $ 4 HE Q t 7io ' FOR 6 f h STREET SAw-Cvr & RiveDaSIM c AC PAVEWxr As >�zRD.tl W - --�---- , V 9 RELOCATE FIRE HYEPAMr.. Q WW M RO T5 � I P VE EN - � I 1 M I v Q Nc IOEwALIC. U Exlsrl s �� so R11�VE Q � I t V t N CYDhtSIRCJCI' CURVILINEAR SIDEWALK AS PER CITY SIS. NO. 304. cc)NSITfd_;CF DJZ VE APPMACH & SIDEWAIX PER CITY SM. NO. 306 t4 N J �} � � $ $ CON-5TRLJCT (X2AtN P'Ert CITY 41111 NO. 0907 T PrEc09ATNE Pt Ael-A TRY W4J- NOTE: SEE SHEET 3 FOR PLANTING h h v �� �`� ,oA�PCEL 2 fit' SCALE - 40 P�cE� 4 �. o ti! CONSTRUCTION DETAILS _ Q � 4 Q DESCRIPTION OF REVISION DATE CITY Q Y,�,�,��.o;�A,-� ¢,.oM �% ���' CITY OF RANCHO CUCAMONGA STREET TREE PLANTING PLAN MEIN/.4�/ EXE✓'TeSF'S SES` 3'EE �/ /, / X I �►�w ¢ o •ho�y1 The SWA Group Landscape Architecture 580 Broadway,Suite 200 ,1( Site Planning Laguna Beach,CA 92651 Urban Design 714-497-5471 APPROVED BY: DATE CITY ENGINEER RC.E I Y2397 DESIGN RECOMMENDED TYPICAL MILLIKEN AVE. SECTION ,' { _ t RS ��,,,� J DRAWN SHEET of 13 N.T.S. to/ •�` d 9 // Rs CHECKED DRAWING NQ I MRM DATE 10-30-89 I. ✓5'�— SHEET NO. /3 OF Iq STREET TREE LEGEND CONSTRUCTION NOTES FOR STREET TREES KEY BOTANICAL NAME COMMON NAME SUE QUANTITY SPACING 1. All street trees, are to be placed in accordance with City Standard 601. • Magnolia g. 'Majestic Beauty' Southern Magnolia 24"box 13 30'0.C. 2. All street trees shall be staked and planted according to City Standard Q Brachychiton populneus Bottle Tree 24"box 11 (65%) 20' 0.C. 605A or 6058 as proximity to hardscape dictates. Q Liquidambar s. 'Festival' Sweet Gum 24"box 6 (35%) 20' 0.C. 3. Backfill mixture of all street trees shall be per the recommendations of an agronomic soils report furnished to the City Inspector. 4. No street tree shall be planted where the center of the trunk is closer than three feet (3') to the face of curb, unless otherwise noted. 5. All street trees are subject to inspection and acceptance by the City Engineer. 6. Trees within 5 feet of hardscape shall be installed with root barrier per City Standard Detail No. 605A, typical. M4, IRUCI'ION NOTES C ONSIid3CI' 8" PCC CURB & GMTI 2 PER CITY STD. NO. 303. 4t �� 2O OON.717RUCT AC PAVFIFM' OVER AB PER SOIL TEST. 61h STREET o REMOVE 8" PCC CUM b aux ONLY. SEE SHEET 4 FOR �• �I S CI FIRE ACC CLctI3 AS PH SEC ION A SHF-.T 3. A ttlo STq.5�t47&�as 'STiPEEr SAW-CW S R"IOVE EXISPiNG AC L'AVI•ME�T AS REX�UIRED. y, MEDIAN CONSTRUCTION ST,4 52e , -tlLO REIDCATE EIRE HYMVJI'. RH%VvE NG SI UEWALK. ',/r -""� _ .. _.__ _.__ _. __ _._. ..-.�:.....��—..— 11 CONS1lF4jCr CIJRVI LINEAR SIDEWAIX AS PER CITY SI"J. NO. 304. 457 CONS'IRUCI' DOUB[k. HANDICAPPED ACCEiSSRAND' PFR CITY STD. NO. 1028-0. - - xww�717 7777 s� 7-777` E.+'/5'T/ G ��F'�POtiE/`7 -A ��-�'I'�� �/07�- Q2,cS, ,�1� 0� � � Nom' fE� GrTY C�•P�1 w��vG'rte 1 . maxim= length of installation shall be 26 feet F R FIRE ASS LANES. /074.7/ AG ` ��1 n N Cl/rPE3 — eU.r?V, ��JTA 2. Min.i.mm length of transition frnrn normal curb to access curb shall be 1ia75�� � 1 00" 20=0" � 3 Q _ 0 ti tl I NEw c'U.PB r�.4GE f , feet � _.. 7- 5 L 3. Weakened plane joints shall be not more than 10 feet apart. N • r, �, b U � h i _ n1 _ _ 54.0 0245 U 4� O,9/ 4. All curts shall be in accordance with the latest edition W — we l/075.9/F3 R� Ct1 _ _ of the STANiT)ARL) SPECIFICATIONS FOR PUSL.IC WORKS )MON, unless /0 7 g 4 7aG — - - — ---- - i-_ -- otherwise irrlicatect. _ ___. __. ` � -- �}. 5. Place 1/411 dowel I l/D74 f3�F^� G I / puts at all expansion joints when flag line grade is N � v. �'� less than 0.408. 5 45 _ _---.-- --_—_. Nan,-,;:__ __ S'IRI I.IQfT Ct�NMIA)CTI ON �� .oQ,PCEG 1 6. 011ztis Shall be palated rte at both ends, and posted "NO PARKIIJG - ETRE I IQ C j +- $ (�. 1 INSTALL 2 2,000 L HI�V SIRF�T ISt�fI ON A TYPE 15 SIC2 tAI.'AND/OR IMF", per Foothill Fire District starx rds. j NA r( C ' x �y I\ Q aC ' Lica SlrlvtrA PIDU WI'Ili 15' I1AtINIAIRE ARM, 2" CONLL.IIT SWEEP, AND r � _ 41722 FC7L1N1aTIJti I'fIZ fltiil?ANS 5,�NIDt.L� i'L?W «E� Gn. LIJNLLNAIItE SIiAIL E1F SE'C'T/O/S/ A Q ►-o D ;` `� Q QIiC�E'F' 'I'�'I7L; WI'I1 i I'!iC7iC�[•:I fX I7LI C iJNIT. tt V 4L �2 DVrALL 22,000 HI'SV SI= LIGHT ON A TYPE 29-580 SIGNAL AND/OR i'n ► c �• \` y , %IQ �Y} Licari% STANCWtD POLI wrni 15' uxINAIRE ARM, 21' OW= SWEEP, AND FCxmYAT.TgN PI32 CAmyw4_S STANDARD L'I11N rS-GRA. 11RT A-TIU-1 SHAI1, M i =11' MT, WI'I1i AICENL--lZC` IC UNIT. � I tv �'O v I " �. � .► �� �:� � `t � ��� �� � `lt � N`►. � tTlf�ItN L'XIIS'I'ING STREET LIMEYS (9500 I114FN xPSL� TO BE DMA= BY Sd CAM FT3IWIAED ISON. DLVIIDPfR To ODOI�DINATE AND PAY FULL 00.S'T of 0 p o �C �` 'V �v INSTALLATION. -z *> CITY ' I DESCRIPTION OF REVISION DATE APP VD CITY 0 RANCHO CUCAMOKGA ` STREET TREE PLANTING PLAN w � N > I The SWA Group Landscape Architecture 580 Broadway,Suite 200 Y i Site Planning Laguna Beach,CA 92651 = V \ Urban Design 714-497-5471 • � y ; g , SEE SHEET 2 APPROVED BY: DATE: �► /� 3D CITY ENGINEER RCE N0. 223a7 DESIGN - RECOMMENDED. �1 RS NOTE: SEE SHEET 3 FOR PLANTING/ DRAWN RS SHE T 13 CONSTRUCTION DETAILS cHEcicEo DRAWING Na MRM 10-30-89 /35-6- L SKEET NO. l-q- OF /9 b. Connection to existing electrical power. A. General: C. Gate valves. 1. Grade smooth all planting areas after weeding, notification is not performed, the irrigation d. Routing of sprinkler pressure lines soil preparation, and soil conditioning have been contractor shall assume full responsibility (dimension maximum 100 feet along completed and soil has been thoroughly water for any revision necessary. routing) . settled. 1.03 SUBMITTALS: e. Sprinkler control valves. 2. Provide all grades for natural runoff of water LaNDSCAPI GRADING BHCTTOM 02215 without low spots or pockets. Accurately set flow A. Material List: f. Routing of control wiring. line grades at 2% minimum gradient unless otherwise noted in Drawings. 1. The Contractor shall furnish the articles, g. Quick coupling valves. PART 1 - GENERAL equipment, materials or processes specified by 3. Finish grades shall be smooth, even and on a name in the Drawings and Specifications. No h. Other related equipment as directed by uniform plane with no abrupt changes of surface. substitution will be allowed without prior the Landscape Architect. Slope uniformly between given spot elevations. written approval b 1.01 DESCRIPTION: y the Landscape Architect. 5. On or before the date of the final inspection, A. Related Requirements: Review the General Contract 4. Grades not otherwise indicated shall be uniform 2. Complete material list shall be submitted the Contractor shall deliver the corrected and Conditions and Division One, General Requirements, levels or slopes between points where elevations prior to performing any work. Material list completed mylars to the City representative. which contain information and requirements that apply are given, or between points established by walks, shall include the manufacturer, model number Delivery of the mylars will not relieve the to this section. paving, curbs or catch basins. and description of all materials and equipment Contractor of the responsibility of furnishing 5. Tops and toes of all slopes shall be rounded to to be used. Although manufacturer and other required information that may be omitted from B. Work Included: produce a P information may be different, the following is the prints. p gradual and natural-appearing transition a guide to proper submittal format: between relatively level areas and slopes. C. Controller Charts: Staking lines and levels , Subgrade Preparation B. Grades: Item Description Manufacturer Model No. Finished grading 1. Record Drawings shall be approved by the City representative before controller charts are 1. Tolerance: All planting areas shall be true to 1. Backflow valves ter Febco EFA Series prepared. C. Related Work in Other Sections: grade within 1 inch when tested in any direction 2. Control valves Rainbird EFA Series i with a 10 foot straightedge. 3. Quick coupling valve Rainbird 33DLVC 2. Provide two controller charts for each Earthwork - section Section 4. 6" pop-up spray head Rainbird 1806 controller supplied. (One for the controller Soil Preparation - Section Secti 2. Finished Grades of Shrub and Ground cover Areas: w/MPR nozzles enclosure and one to the City.) Trees, Shrubs, and Vines - Section 02950 1-1/2 inches below top of adjacent pavement, Irrigation submittal must be specific and D Work Under A Separate Contract: headers, or curbs unless otherwise indicated on complete. All items must be listed and shotild 3. The chart shall show the area controlled by the Drawings. include solvent/primer, wire, wire connectors, the automatic controller and shall be the Rough Grading valve boxes, etc. No copies of manufacturer's maximum size which the controller door will 3.05 CLEAN-UP: literature (catalog cuts) are required as allow. 1.02 QUALITY ASSURANCE: submittal information, unless requested. A Keep all areas of work clean, neat and orderly at all 9. The chart is to be a reduced drawing of the times. actual in place system. However, in the event A General: Perform work in accordance with all 3. Equipment or materials installed or furnished the controller sequence is not legible when applicable laws, codes and regulations required b Cit without prior approval of the City represen- the drawing is reduced, it shall be enlarged PP g q Y Y B Clean up and remove all equipment, deleterious tive may be rejected and the ContrActor of Rancho Cucamonga, California. materials and debris from the entire work area prior to tato a size that will be readable when reduced. Final Acceptance. required to remove such materials from the B. Review: By the City and Landscape Architect. site at his own expense. 5. The chart shall be a blackline or blueline „ HND OF SECTION 02215 ozalid print and a different color shall be Standard S cifications: Reference to Standard 4. Manufacturer's warranties shall not relieve used to indicate the zone of coverage for each Specifications of the State of California, Business and the Contractor of his liability under the station. guarantee. Such warranties shall only Transportation Agency, Department of Transportation, supplement the guarantee. CalTrans. 02810 - 5 C. Soils Report: 6. When completed and approved, the chart shall be 1. Title: Geotechnical Investigation hermetically sealed between the two pieces of plasti each piece being a minimum of 10 mils. 2: Date: May 24, 1989 7. These charts shall be completed and approved prior 3: Prepared by: Converse Consultants Pasadena final inspection of the irrigation system. A copy of this report is available at the IRRIGATION 1HCTION 02810 D. Operation and Maintenance Manuals: Architect's office for examination. 1. Prepare and deliver to the City representative D. Overcutting: Replace and compact all overcut material PART 1 - GENERAL B. Record Drawings: within ten calendar days prior to completion to required percent compaction. of construction, two hard cover binders with 1.01 SUMMARY: 1. The Contractor shall provide and keep up to three rings containing the following 1.03 LAYOUT AND SURVEY: date a complete record set of blueline information: A. Scope of Work: Provide all lacer, materials, ozalid prints which shall be corrected daily a. Index sheet stating Contractor's address and A. Licensed Surveyor or Civil En ineer: Employ ( an transportation and services necessary to furnish and show ever change from the original telephone number, list of equipment with name y g P y y and install irrigation systems as shown on the y g g P means deemed necessary) (a licensed surveyor or civil Drawings and described herein. Drawings and Specifications and the exact in addresses of local manufacturer's representati engineer) to stake out lines and levels. place locations, sizes, and kinds of B. Related Requirements: Review the General Contract equipment. Prints for this purpose may be b. Guarantee statement. B. Discrepancies: Landscape Architect reserves the right obtained from the Landscape Architect at Conditiorf§ and Division One, General Requirements, to make minor adjustments as necessary and if which contain information and requirements that cost. This set of Drawings shall be kept on C. Catalog and parts sheets on every material and discrepancies are found. apply to this Section. the site and shall be used only as a record equipment installed under this contract. set. 1.04 SITE MAINTENANCE: C. Work Included: Provide irrigation system, d. Complete operating and maintenance instruction complete, as shown and as specified. 2. These Drawings shall also serve as work all major equipment. progress sheets and shall be the basis for D. Products Installed But Not Furnished Under This measurement and payment for work completed. 2. In addition to the above mentioned maintenance manua A Standing Water: Keep site free of standing water at Section: The Contractor shall make neat and legible provide the City's maintenance personnel with all times. Provide and maintain (ditches) , grading or annotations thereon daily as the work instructions for major equipment and show evidence i proceeds, showing the work as actually writing to the Landscape Architect at the conclusion f pumping as necessary to prevent erosion, softening of Water Meter installed. These Drawings shall be available the project that this service has been rendered. compacted surfaces and formation of mud in trenches and at all times for inspection and shall be kept excavation. E. Related Sections: in a location designated by the Landscape E. Equipment to be Furnished: B. Dust: Assume full responsibility for all alleviation Grading of Planted Areas - Section 02210 Architect. Soil Preparation - Section 02920 1. Supply as part of this contract the following tools: or prevention of dust nuisance on or about the site. P 3. Before the date of the final inspection, the Lawns - Section and Vi P ' a. Two sets of special tools required for removing Trees, Shrubs, and Vines - Section 02950 Contractor shall transfer all information from P q 9 C. maintain and Shoring: Provide as necessary, and the record prints to an mylar photo , procured disassembling and adjusting each type of sprin r maintain temporary slopes during construction. Landscape Establishment - Section 02970 from the City Inspector. All work shall be and valve supplied on this project. 1.02 QUALITY ASSURANCES: neat, in ink and subject to the approval of the City representative. b. Two 30 inch valve keys for operation of gate PART T - PRODUCTS valves. A. Applicable Standards: Comply with the current 4, The Contractor shall dimension from two 2.01 TOPSOIL: Refer to Section 02920 - Soil Preparation. applicable provisions of the following, with permanent points of reference, building applicable codes and regulations of the City of Rancho Cucamonga and as specified. corners, sidewalk or road intersections, etc. , the location of the following items: PART 3 - EXECUTION "UPC" - Uniform Plumbing Code published by the Association of Western Plumbing Officials a. Connection to existing water lines. 3.01 GENERAL: "ASTM" - American Society for Testing and A. Verification of Previous Work: Verify that all areas Materials have been brought to the required finished subgrade prior to commencement of fine grading. B. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all inspections as B Erodible Slope: Perform grading operations so that no required. erodible slope areas shall be exposed at one time prior to Contractor beginning the planting operations. C. Manufacturer's Directions: Manufacturer's directions and detailed Drawings shall be followed C Suspension of Work: If grading is suspended, disturbed in all cases where the manufacturers of articles areas shall be brought to required grade and used in this contract furnish directions covering immediately planted. points not shown in the Drawings and Specifications. 3.02 MOISTURE CONTENT: D. Ordinances and Regulations: All local, municipal A. Inadequate Moisture Content: Add water and thoroughly and state laws, and rules and regulations governing mix until the moisture necessary is uniformly dispersed or relating to any portion of this work are hereby throughout. incorporated into and made a part of these Specifications and their provisions shall be B. Excessive Moisture Content: Aerate by blading or other carried out by the Contractor. Anything contained acceptable methods until moisture content is uniformly in these Specifications shall not be construed to reduced to achieve required compaction. conflict with any of the above rules and regulations or requirements of the same. However, 3.03 COMPACTION: when these Specifications and Drawings call for or describe materials, workmanship or construction of A. Percent Compaction: ASTM Test Method D 1557 maximum a better quality or higher standard than is dry density. required by the above rules and regulations, the provisions of these Specifications and Drawings B. Existing Subgrade: Compact fill areas by scarifying to shall take precedence. required depths. E. Explanation of Drawings: C. Paving Areas: CITE 1. Due to the scale of Drawings, it is not DESCRIPTION OF REVISION GATE APPROVED 1. Compact to 90% the top 6 inches of existing possible to indicate all offsets, fittings, subgrade and all landscape areas up to 3 feet sleeves; etc. which may be required. The below finish grade. Contractor shall carefully investigate the CITY OF RANCHO C U CA M O N G A 2. Compact to 95% all soils within 3 feet of the structural and finished conditions affecting all of his work and plan his work accordingly, finish grade of paved areas, except that no more furnishing such fittings, etc. as may be than 24 inches of existing subgrade must be required to meet such conditions. Drawings compacted. are generally diagrammatic and indicative of CONSTRUCTION S P E C I F I C AT I O N the work to be installed. The work shall be be D. Planting Areas: Compact landscape material to 85% installed in such a manner as to avoid compaction for the top 1't feet. conflicts between irrigation systems, planting and architectural features. The SWA Group 3.04 FINISH GRADING: 2. All work called for on the Drawings by notes Landscape Architecture 580 Broadway,Suite 200 or details shall be furnished and installed Site Panning Laguna Beach,CA 92651 whether or not specifically mentioned in the Urban Design 714-497.5471 Specifications. APPROVED BY DATE 3. The Contractor shall not willfully install the4. CITY ENGINEER - RCE NO' : 3`� 7 l irrigation system as shown on the Drawings o when it is obvious in the field that `^ " r DESIGN Rf r-OMMENDE D obstructions, grade differences or -}-- discrepancies in area dimensions exist that RS 1 _ might not have been considered in engineering. Such obstructions or differences should be DRAWN SHEEI brought to the attention of the the City's RS 9 1 3 authorized representative. In the event this °�y..; �;� OF t11,10,, CHECKED DRAWING NO _ _ _ R E No - 1?j 5.��-- MRM_ DATE 10-30-89- - tt E r4� -- SHEET NO. /-5- OF �� c. Two keys for each automatic controller. PART 2 - PRODUCTS brought to the surface without disconnection Contractor is responsible for minor changes 5. On PVC to metal connections, the Contractor d. One quick coupler key and matching hose 2.01 MATERIALS: caused by actual site conditions. of the control wires. Control wires shall be shall work the metal connections first. swivel for every five quick coupling laid loosely in trench without stress or Teflon tape or approved equal, shall be used valves installed. A. General: Use only new materials of brands and stretching or control wire conductors. C. Electrical Supply: on all threaded PVC to PVC and on all threaded types noted on , p herein Drawin s specified g e ein or PVC to metal joints. Light wrench pressure is 2. The above mentioned equipment shall be turned a 1. Electrical connections for automatic g approved equals. 5. All splices shall be made with Rainbird snap- all that is required. Where threaded PVC B. Testing of Irrigation System: over to the City at the conclusion of the P P- controller shall be made to electrical points connections are required, use threaded PVC project. Before final inspection can occur, B. PVC Pressure Mainline Pipe and Fittings: tite wire connector or approved equal. Use of connection as indicated on the Drawings. adapters into which the pipe may be welded. 1. The Contractor shall request the presence of evidence that the City has received material one splice per connector sealing pack. Use strap-type friction wrench only -- no the City Inspector in writing at least 48 2. Connections shall be made at approximate metal jawed wrench. hours in advance of testing. must be shown to the Landscape Architect. 1. Pressure mainline piping for sizes 1-1/2 inches and smaller shall be PVC Schedule 40 6• Field splices between the automatic controller locations as shown on the Drawings. 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING OF PVC PIPE AND with solvent-welded joints. and electrical control valves shall not be Contractor is responsible for minor changes G. Line Clearance: All lines shall have a minimum 2. Test all pressure lines under hydrostatic FITTINGS: allowed without prior approval of the City caused by actual site conditions. clearance of 6 inches from each other and from pressure of 150 pounds per square inch and 2. Pipe shall be made from NSF approved Type I, Inspector. lines of other trades. Parallel lines shall not be prove watertight for 6 hours. 03 EXCAVATING AND TRENCHING: installed directly over one another. The Contractor s cautioned to exercise care in Grade I PVC compound conforming to ASTM Resin 3. Note: Testing of pressure mainlines shall handling, loading, unloading and storing of PVC pipe and Specification 1785. All pipe must meet I. Automatic Controllers: fittings. All PVC pipe shall be transported in a requirements as set forth in Federal A. General: Perform all excavations as required for H. Automatic Controller: Install as per occur prior to installation of electric vehicle which allows the length of pipe to lie flat so Specification PS-21-70 (solvent-weld pipe) . 1. Automatic controllers shall be as indicated on installation of work, including shoring of earth manufacturer's instructions. Remote control valves control valves. as not to subject it to undue bending or concentrated the plan, banks, if necessary. shall be connected to controller in numerical external load at any point. Any section of pipe that 3. PVC solvent-weld fittings shall be Schedule sequence as shown on the Drawings. 3. All piping under paved areas or on structure has been dented or damaged will be discarded and, if 40, 1-2, II-I NSF approved conforming to ASTM 2. Final location of automatic controllers shall B. Trenching: shall be tested under hydrostatic pressure of installed, shall be replaced with new piping, test procedure D2466. be approved by the City's authorized I. High Voltage Wiring for Automatic Controller: 150 pounds per square inch and proved representative. 1. Dig trenches straight and support pipe watertight, prior to paving. 1.05 SUBSTITUTIONS: 4. Solvent cement and primer for PVC solvent-weld continuously on bottom of trench. Lay pipe to 1. .120 volt power connection to the automatic pipe and fittings shall be of type and 3. Unless otherwise noted on the lana the 120 an even grade. Trenching excavation shall controller shall be provided b the irrigation 4. Sustain pressure in lines for not 1 n plans, P Y 9 P ass than 6 A If the irrigation contractor wishes to substitute installation methods prescribed b the volt electrical follow layout indicated on drawings and as p, replace joints and P Y power to the automatic contractor. hours. If leaks develop, any equipment or materials for those equipment or manufacturer. noted. controller location shall be furnished by repeat test until entire system is proven materials listed on the irrigation Drawings and others. The final electrical hook-up shall be 2. All electrical work shall conform to local watertight (maximum allowable pressure drop is Specifications, he may do so by providing the 5. All PVC pipe must bear the following markings: the responsibility of the irrigation 2. Provide for a minimum cover of 18 inches for codes, ordinances and union authorities having 4 psi) . following information to the City's authorized contractor. all pressure supply lines. jurisdiction. representative for approval: a. Manufacturer's name 5. All hydrostatic tests shall be made only in b. Nominal pine size 4. Automatic controllers are to be mounted in 3. Provide for a minimum cover of 12 inches for J. Remote Control Valves: Install where shown on the the presence of the City Inspector or other 1. Provide a statement indicating the reason for C. Schedule or class fully enclosed Myers Meug I-M Edison meter all non-pressure lines. Drawings and details. When grouped together, allow duly authorized re resentative of the City. making the substitution. Use a separate sheet d. Pressure rating in psi. pedestals which provide for irrigation at least 12 inches between valves. Install each No pipe shall be backfilled until it has been of paper for each item to be substituted. e. NSF (National Sanitation Foundation) controller installation. Information is 4. Provide for a minimum cover of 18 inches for remote control valve in a separate valve box. inspected, tested and approved in writing. i i l twiring.all control approval available at (213) 724-0950. ag' Alig n all boxes in a row, 2, Provide descriptive catalog literature, f. Date of extrusion 6. Furnish necessaryforce um and all other performance charts and flow charts for each C. Backfilling: pump P J. Electrical Control Valves: K. Flushing of System: test equipment. item to be substituted. 6. All fittings shall bear the manufacturer's name or trademark, material designation, size, 1. All electrical control valves shall be the 1. The trenches shall not be backfilled until all 1. After all new irrigation system valves, 7. When the irrigation system is completed, 3. Provide the amount of cost savings if the applicable I.P.S. schedule and NSF seal of same manufacturer as indicated on the required tests are performed. Trenches shall pipelines and risers are in place and perform a coverage test in the presence of the substituted item is approved. approval, irrigation plans. be carefully backfilled with the excavated connected, all necessary diversion work has City representative, to determine if the water materials approved for backfilling, consisting been completed and prior to installation of coverage for planting areas is complete and B. The City's authorized representative shall have the C. PVC Non-Pressure Lateral Line Piping: 2. All electric control valves shall have a of earth, loam, sandy clay, sand or other sprinkler heads or emitters the control adequate. This test shall be accomplished P P sole responsibility in accepting or refecting any manual flow an t d adjustment handle and bleed cock approvematerials, free from large clods of valves shall be opened and a full head of before j p y turf or groundcover is planted. r _ earth or stone. Backfill shall be substituted item as an approved equal to those 1. Non pressure buried lateral line piping shall for manual operation. water used to flush out the system. equipment and materials listed on the irrigation be PVC Schedule 40 with solvent-weld joints. mechanically compacted in landscaped areas to 8. Furnish all materials and perform all work Drawings and Specifications. 3. Provide and install one control valve box for a dry density equal to adjacent undisturbed 9 P 2. Sprinkler head and emitters shall be installed required to correct any inadequacies of 2. Pipe shall be made from NSF approved, T each electric control valve. soil. Backfill will conform to adjacent onlyafter flushing of the system has been coverage. Grade II PVC compound conforming to ASTMResingrades without dips, sunken areas, humps or g y g 02810 - 7 other surface irregularities. accomplished to the complete satisfaction of 9 3.06 MAINTENANCE: 02810 - 1002810 - 19 K. Control Valve Boxes: 02810 - 13 02810 - 16 02810 - 21 Specification D1784. All pipe must meet 2. A fine granular material backfill will be the City Inspector. Reflush emitter lines A. The entire irrigation requirements set forth in Federal 1• All valve boxes are to bei Christy Concrete initially placed on all lines. No foreign after installation of emitters. g system shall be under full 1.06 GUARANTEE: q Specification PS-22-70 with an appropriate Boxes with locking C.I.lids. The valve number matter larger than 1/2 inch in size will be automatic operation for a period of seven days is to be embossed on the lid, prior to any planting. A. The guarantee for the sprinkler irrigation system standard dimension ratio. permitted in the initial backfill. L. Sprinkler Heads: L. Sprinkler Heads: B. The City Inspector reserves the right to waive or shall be made in accordance with the attached form. 3. Except as noted in paragraph 1 and 2 of 3. Flooding of trenches will be permitted only 1. Install the sprinkler heads as designated on The general conditions and supplementary conditions Section 2.1.0 all - of these , requirements for non shorten S q the operation Specifications shall be filed with the 1. All sprinkler heads shall be of the same size with approval of the Landscape Architect. the Drawings. Sprinkler heads to be installed pe ation period• City or his representative prior to acceptance of Pressure lateral line pipe and fittings shall type and deliver the same rate of in this work shall be equivalent in all the irrigation system, be the same as for solvent-weld pressure 4. If settlement occurs and subsequent respects to those itemized. 3.07 CLEAN-UP: with the diameter or radius of P mainline pipe and fittings as r precipitation ( ) set fo th in P P g throw, pressure and discharge as shown on the adjustments in pipe, valves, sprinkler heads, B. A copy of the guarantee form shall be included in Section 2.1.B of these Specifications. P g lawn or planting or other construction are Clean-up shall be made as each plans and/or specified in these special P g 2. Spacing of heads shall not exceed the maximum P portion of work the Operations and Maintenance Manual. necessary, the Contractor shall make all progresses. Refuse and excess dirt shall be removed D. Gate Valves: provisions. indicated on the drawings. In no case shall from the site required adjustments without cost to the Cit , all walks and paving shall be broomed or C. 4 ) Y• the spacing exceed the maximum recommended by the manufacturer. washed down and any damage sustained on the work of D. Trenching and Backfilling Under Paving: others shall be repaired to original condition. The guarantee form shall be retyped onto the 1. Gate valves 3 inches and smaller shall be 125 2• Spray heads shall have a screw adjustment. Contractor's letterhead and contain the following pound SWP bronze gate valve with screw-in M. Quick Coupling Valves: Install on a swing joint 3.08 FINAL INSPECTION PRIOR TO ACCEPTANCE: information: 3. Riser units shall be fabricated in accordance bonnet, non-rising stem and solid wedge disc. with the details shown on the plans. 1. Trenches located under areas where paving, assembly as detailed on the Drawings. asphaltic concrete or concrete will be 2. Gate valves 3 inches and smaller shall have 4Riser nipples for all sprinkler heads shall be installed shall be backfilled with sand (a 3.04 TEMPORARY REPAIRS: A. The Contractor shall operate each system in its . threaded ends and shall be equipped with a bronze handwheel. the same size as the riser opening in the layer 6 inches below the pipe and 3 inches entirety for the Landscape Architect at time of sprinkler body. above the pipe) and compacted in layers to 954 The City reserves the right to make temporary repairs as final inspection. Any items deemed not acceptable compaction, using manual or mechanical tamping necessary to keep the sprinkler system equipment in by the inspector shall be reworked to the complete 3. Gate valves 3 inches and smaller shall be 5. All sprinkler heads of the same t devices. Trenches for piping shall be o g condition. The exercise of this right by the satisfaction of the Landscape Architect. similar to those manufactured b Nibco or P type shall be operating Y compacted to equal the compaction of the builder/developer approved equal. of the same manufacturer. per shall not relieve the Contractor of existingadjacent undisturbed soil and left in p guarantee as B. The Contractor shall show evidence to the Landscape j his responsibilities under the terms of the O. Paint for Controller Enclosure: a firm unyielding condition. All trenches herein specified. Architect that the City has received all 4. All gate valves shall be installed per shall be left flush with the adjoining grade. accessories, charts, record drawings and equipment installation detail. The sprinkler irrigation contractor shall set 3.05 FIELD QUALITY CONTROL: as required before final inspection can occur. 1. General: Miscellaneous non-brass metal, in place, cap and pressure test all piping E. Quick Coupling Valves: exposed boxes, frames and pipes subject to under paving prior to the paving work. A. Adjustment of the System: 3.09 OBSERVATION SCHEDULE: City's approval, shall be painted. 2• Generally, i in under existin walks is done 1. Quick coupling valves shall have a brass two Y' P P g g 1. The Contractor shall flush and ad A. Contractor shall be responsible for notifying the ust all piece body designed for working pressure of by jacking, boring or hydraulic driving, but j Landscape Architect in advance for the following 2. Life of Finish: At the end of one ear, sprinkler heads for optimum performance and to g 150 psi operable with quick coupler. Key size Y ' where any cutting or breaking of sidewalks observations, according to the time indicated: and type shall be as shown on plans. colors of all surfaces finished under this and/or concrete is necessary, it shall be done prevent overspray onto walks, roadways and section shall have remained free from serious buildings as much as possible. and replaced by the Contractor as part of the 1. Prejob conference - 7 days fading;F. Backflow Prevention Units: g: no variations will be allowed. There contract cost. Permission to cut or break shall be no evidence of blistering, running 2. If it is determined that adjustments in the 2, Pressure supply line installation and testing peeling, sidewalks and/or concrete shall be obtained 1. Backflow prevention units shall be of size and P g, sealing, chalking, streaking or from the Cit representative. No hydraulic irrigation equipment will provide proper and PP y g P staining at the end of this period. Y P y more adequate coverage, the Contractor shall - 98 hours type indicated on the irrigation drawings. driving will be permitted under concrete make such adjustments prior to planting. Install backflow prevention units in paving. Compact all backfill to 95% dry 3. Automatic controller installation - 48 hours accordance with irrigation construction 3• Color and Materials: Color to be dark green. density and dispose of waste off site. Adjustments may also include changes in nozzle details. Submit specifications of int to the Cit sizes and derees of arc as required.gg Replacement pavement shall match existing in 4. Control wire installation - 98 hours representative prior to use City structure, material and appearance. 3. Lowering and raising sprinkler heads or any 2. Wye strainers at backflow prevention units other adjustments by the Contractor shall be 5. Lateral line and sprinkler installation - 48 shall have a bronzed screwed body with 3. Provide fora minimum cover of 24 inches hours standard mesh metal screen and shall be between the top of the pipe and the bottom of accomplished with ten days after notification similar to Bailey No. 100B or approved equal. the aggregate base for all pressure and non- by the City. 6. Coverage test - 48 hours pressure piping installed under asphaltic 4, All sprinkler heads shall be set perpendicular 3. All pressure mainline piping between the point 02810 - 14 concrete paving. to finished grades unless otherwise designated 7• Final observation - 7 days of connection and the backflow preventer shall 02810 - 17 on the plans. 02810 - 11 02810 - 8 PART 3 - EXECUTION 02810 - 20 02810 - 22 be installed as required by local code. The 3.01 INSPECTION: E. Conduit and Sleeves: - Contractor shall verify with the local governing body as to material type and A. Site Conditions: 1. Coordination: Sleeving will be existing only GUARANTEE !OR SPRINKLER IRRIGATION SYSTEM installation procedures prior to start of when installed under another contract. For construction. Submit shop drawing for all other installations, provide materials and PProval. 1. All scaled dimensions are approximate. The Contractor coordinate conduit and sleeve installation We hereby guarantee that the sprinkler irrigation system we a shall check and verify all size dimensions and receive have furnished and installed is free from defects in the Landscape Architect's approval pp prior to proceeding with other trades as required to facilitate materials and workmanship, and the work has been completed in G. Check Valves: smooth construction sequence. accordance with the Drawings and Specifications, ordinary with work under this section. wear and tear and unusual abuse, or neglect expected. We 1. Anti-drain valves shall be of heavy duty 2. Exercise extreme care in excavating and working near 2. Conduit: Furnish and install conduit where agree to repair or replace all defects in material or virgin PVC construction with F.I.P. thread control wires pass under or through walls, workmanshipwhich may develop during the existing utilities. Contractor shall be responsible Y p g period of one year inlet and outlet. Internal parts shall be for damages to utilities which are caused by his walks and paving. Conduits to be of adequate from date of acceptance and also to repair or replace all stainless steel and neoprene. Anti-drain size to accommodate retrieval for repair of g g p valve shall be field ad g operations or neglect. Check any existing utility damages resulting from the repair of such defects at no adjustable against draw- drawings for existing utility locationswiring and shall extend 12 inches beyond edges additional cost to the City. We shall make such repairs or . out from 5 to 40 feet of head. Anti-drain of walls and pavement. replacements within a reasonable time, as determined by the valve shall, be similar to the Vale-on "ADV" or 3. Coordinate installation of irrigation materials, City, after receipt of written notice. In the event of our approved equal. including pipe, so there shall be NO interference with 3. Sleeving: Install sleeves for all pipes allure to make such repairs or replacements within a utilities or other construction or difficulty in passing through or under walks and paving as reasonable time after receipt of written notice from the planting trees, shrubs and groundcovers. shown on the Drawings. Sleeving to be of adequate size to accommodate retrieval of City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs 4. The Contractor shall carefully check all grades to wiring or piping for repair and shall extend and charges therefor upon remand. satisfy himself that he may safely proceed before 12 inches beyond edges of paving or other PROJECT: starting work on the irrigation system. construction. H. Control Wiring: 3.02 PREPARATION: F. Assemblies: LOCATION: 1. Connections between the automatic controllers A. Physical Layout: 1. Routing of irrigation lines as indicated on and the electric control valves shall be made the Drawings is diagrammatic. Install lines DESCRIPTION OF REVISION DATE CITY with direct burial copper wire AWG-U.F. 600 1. Prior to installation, the Contractor shall stake out (and various assemblies) in such a manner as APPROVED volt. Pilot wires shall be a different color all pressure supply lines, routing and location of to conform with the details per plans. CONTRACTOR/COMPANY: LICENSE wire for each automatic controller. Common sprinkler heads. CITY O F RANCHO � C U CA M O N G A NO: wires shall be white with a different color 2. Install NO multiple assemblies on plastic stripe for each automatic controller. Install 2. All layout shall be approved by Landscape Architect lines. Provide each assembly with its own ADDRESS: in accordance with valve manufacturer's prior to installation. outlet. specifications and wire chart. In no case shall wire size be less than No. 14. B. Water Supply: 3. Install all assemblies specified herein in CONSTRUCTION SPECIFICATION PHONE: accordance with respective detail. In absence 2. Wiring shall occupy the same trench and shall 1. The irrigation system shall be connected to water of detail drawings or specifications be installed along the same route as pressure supply points of connection as indicated on the pertaining to specific items required to DATE OF FINAL supply lines only. Drawings. complete work, perform such work in accordance ACCEPTANCE: with best standard practice with prior The SWA Group 3. Where more than one wire is placed in a 2. Connections shall be made at approximate locations as approval of Landscape Architect. Landscape Arcn Lecture 580 Broadway,Suite 200 SIGNED: DATE: trench, the wiring shall be taped together at shown on the Drawings. Contractor is responsible for Site Planning Laguna Beach,CA 92651 intervals of 10 feet. minor changes caused by actual site conditions. 4. PVC Pipe and fittings shall be thoroughly Urban Design 714-497.5471 cleaned of dirt, dust and moisture before 4. - An expansion curl shall be provided at each installation. Installation and solvent v `A. APPROVED 9Y DATE //73 kJ2 major change of direction and within 3 feet of welding methods shall be as recommended by the each wire connection. Expansion curl shall be pipe and fitting manufacturer. Install no ' 0� `- CITY ENGINEER R C E NO 9 7 of sufficient length at each splice connection assembly into a trench which has standing o� at each electric control valve, so that in water. s' .� DESIGN RECO MMENOfD case of repair, the valve bonnet may be 02610 - 18 RS 02810 - 12 - -- - --'--- DRAWN SHEE T 02810 - 9 .: S 1-0, 13_ r t,�r, V. CHECKED DRAWING NO R C E wo MRM --- DATE 10-30-89 - - r tt F r4r) . -- SHEET NO. /& OF lcl Pasadena, Ca. 91105-2501 I B. When observations have been conducted by other than (818desiccant. Apply an adequate film over trunks, )440-0800 C. Gypsum: Agricultural grade product containing 808 the City Inspector, show evidence of when and by � minimum calcium sulphate. branches, twigs and foliage. ' whom these observations were made. E. Testing of Existing Topsoil: The contractor shall B. Detrimental Drainage, SotIs and Obstructions: C. No observation will commence without the record authorize the project soils consultant to perform D. Iron Sulfate (Ferric or Ferrous) : Supplied by a 1.07 ANALYSES OF SAMPLES AND TESTS: agricultural soils analysis, at contractor's cost, commercial fertilizer supplier, containing 203 to 1. Notification: Submit in writing all soils or 1. An Annotated Checklist of Woody Ornamental drawings. In the event the Contractor calls for an of existing topsoil prior to soil preparation. 308 iron and 358 to 408 sulphur. drainage conditions considered detrimental to A. Sampling: Right is reserved to take and analyze observation without record drawings, without Test results shall be provided to City Plants of California, Oregon and Washington, Y completing previously noted corrections or without representative for finalization of soil preparation growth of plant materials. State condition and (Number 4091), McClintock and Leiser, Division samples at materials for conformity to preparing the system for observation, he shall be specification. D. Sul-Fe/ Sulphur: As supplied by Red Star submit proposal and cost estimate for correcting of Agricultural Sciences, University of specifications at any time. Furnish samples upon Fertilizer. condition. California, 1979. request. responsible for reimbursing the Landscape Architect • at the hourly rate in effect at the time of the 1.06 FINAL ACCEPTANCE E. Sulphate of Potash: Agricultural rade containing 2. Correction: Submit for acceptance a written B. Rejected Materials:. Remove rejected materials observation portal (plus transportation costs) for p g g g P 2. American Standard for Nursery Stock, 1980 j A. Acceptance: Work will be accepted b the Cit 508 to 53% of water-soluble potash. proposal and cost estimate for the correction Edition, American Aesociation of Nurserymen, immediately from the site at Contractor's expense. Pay cost of the inconvenience. No further observations will be p p y y before proceeding with work. Y testing of materials not meeting b Inc. g P 9 9 scheduled until this charge has been paid. Inspector upon satisfactory completion of all soil specifications. tions. . F. Single Superphosphate: Commercial product P preparation work. containing 208 to 258 available phosphoric acid. 3. Obstructions: If rock, underground construction g 3. Hortus III - 1976 Edition, Bailey Moratorium, SND O!' SECTION work, tree roots or other obstructions are Cornell University. 1.08 ESTABLISHMENT PERIOD AND FINAL ACCEPTANCE:See Section B. Notification: Notify Landscape Architect for G. Ammonium Sulphate: Commercial product containing encountered in the performance of work under this 02970 - Landscape Establishment review of soil preparation � remove the p p on prior to proceeding with approximately 218 ammonia. section submit cost required to remo C. TestingAgency: L.L. Complete P g PP Y q Angeles, CA 90025. Tel. (213) 475Q3664�aMr.oGarns 1.09 WARRANTY PERIOD: • planting operations. obstructions to a depth of not less than 6 in. H Ammonium Phosphate: Commercial product containing below the required soil depth. Wallace. W: approximately 188 ammonia. A. Warranty: arrant that all trees, shrubs, and PART 2 - PRODUCTS 3.04 CLEAN-UP 1.03 SUBMITTALS: vines planted under this Contract will be healthy I. Ammonium Nitrate: Commercial product containing and in flourishing gcondition of active growth one 2.01 TOPSOIL approximately 348 ammonia. A. Keep all areas of work clean, neat and orderly at all A. Samples Submit prior to delivery to site. Attach year from date of Conditional Acceptance. times. product name, address of manufacturer and/or A. Definition: Topsoil shall be defined as an on site J. Calcium Nitrate: Agricultural grade containing 15- supplier to each sample. B. Delays: All delays in completion of planting soil material that could be used in the planting 1/28 nitrogen. B. Clean up and remove all deleterious materials and operations which extend the planting into more than mixes for backfill of r debris from the 1. Tree and Shrub _ one planting season shall tree, shrub and roundcover entire work area priorto Final ub Plantin Fertilizer: One-half P g extend the Warrant 9 P 9 Y planting pits Provided it can be made to conform to K. Urea Formaldehydede (N-Hro-Form) . Granularnular Acceptance to the satisfaction of City Inspector. (1 2) Pint (Plant Period correspondingly. the provisions included under the title "Topsoil". commercial Product containing 388 nitrogen. SHD OF SYCTZOyI 2. Tree Braces: One (1) for each type (sample) C. Condition of Plants: Planta shall be free of dead. B General Qualifications: Topsoil shall be fertile, L. I.B.D.U. (Iso Butyldiene Diurea) : Commercial or dying branches and branch tips, with all foliage friable, well-drained soil, of uniform quality, •B. Product Data: Manufacturer's current of a normal density, size and color. product containing 318 nitrogen. free of stones over 1 inch diameter, sticks, oils, specifications. Catalog cuts, data sheets and chemicals plaster, installation instruct D. Replacements: As e toxic substances concrete n ions. p noon as weather conditions P . , e a d M. Soil Sulfur: Agricultural grade sulfur containing o s other deleterious materials, as a planting permit, replace, without cost to the City all dead medium a minimum of 968 sulfur. for the project. C. Test Reports: One copy to be sent by testing plants and all plants not in a vigorous, thriving N. Iron Sequestrene: Geigy Iron Sequestrene 330 Fe. laboratory directly to Landscape Architect. condition, as determined by City representative 1. Grading: O. Gro-Safe: Herbicide absorbant as manufactured by D. Submittal Schedule: All products in this section during and at the end of warranty Period. Sieve Size Percent PassingAmerican Norit Company of Jacksonville FL. which is required for submittal shall be included in E. Exclusions: Contractor shall not be held P Y Sieve one Division 2 submittal package. responsible e for failures due to neglect ct bY the P. P.A.M. Soil Drain: Available from the Complete City, vandalism, etc., during Warranty Period. 25.4 mm (1") 95 - Green Co., of Los Angeles, CA 90025. Tel. (213) 1.04 WORK SCHEDULE: Proceed with the work as rapidly as the Report such conditions. site becomes available consistent tent with normal seasonal 9.51 mm 3 8 - 475-3669. limitations for planting work. , 1.10 REPLACEMENTS: ( / ") 85 100 2.05 WATER: Clean, fresh and potable, furnished and paid for 1.05 SELECTION, TAGGING AND ORDERING OF PLANT MATERIAL: A. General: 53 Micron (270 mesh) 10 - 30 by the City. 2. Chemistry: - Suitability Considerations: 2.06 SOIL MIXES A. Documentation: Submit documentation within thirty 1. Plant materials exhibiting conditions which (30) days after award of Contract that all plant are determined as being unacceptable due to 02920- 3 materials have been ordered. Arrange procedure for 02810 - 23 02920- 6 review of plant materials at time of submission. 0295 4 1. Salinity: Saturation Extract Conductivity A. Backfill Mix for On-Grade Plant Pits: Thoroughly mix BOIL PREPARATZAit a r•Tinx 02 20 g y B. Review: Submit a written re (ECe x 103 @ 25 degrees C.) less than 9.0. the following components into one (1 cy) cubic yard of quest for review of backfill mix: (For bid purposes only) plant materials and quantity at place of growth at PART 1 - GENERAL 2. Sodium: Sodium Absorption Ratio (SAR) least ten (10) working days prior to shipment to less than 9.0. Amount per cubic yard site. The City Inspector reserves the right 1.01 DESCRIPTION to refuse review at this time if, in hid judgement, 3. Boron: Saturation Extract Concentration 708 by volume of on-site soil a sufficient quantity of plants is not available. A. Related Requirements: Review the General Contract less than 11.0 PPM. 308 by volume of "True Co-Compost" 2 ounces (1/2 cup) P.A.M. C. Tagging: Landscape Contractor shall accompany the Conditions and Division One, General Requirements, 4. Reaction: pH of Saturated Paste: 5.5 -7.5. plants at place of growth and upon delivery for apply to this Section. 3 pounds of Sul-Fe / Sulfur Landscape Architect for all reviews and tagging which contain information and requirements that 2 pounds of Commercial Fertilizer (6-6-6) conformity to specifications. 10 Pounds of agricultural gypsum B. Work Included: 3. Parasites: Test all soils which have been used P.A.M. Soil Drain solution per manufacturer's directions. D. Distant Material: Submit photographs with a person for agricultural purposes within the prior 12 adjacent to plants for preliminary review. Such months for parasitic nematodes.It shall be review shall not impair the right of review and Provide planting media amendment acceptable if the parasitic nematode rejection during progress of the work. Provide testing and/or certification of soils Amending of existing for planting population is less than 200 per 50 cubic Mixing of planting mediums. centimeters of soil.Do not artificially dry PART 3 - =XICUTZON E. Unavailable Material: If proof' is submitted that soil prior to testing. any plant specified is not obtainable, a proposal Testing of amended mediums. Transporting and storage of soils and plantipg 3.01 SOIL PREPARATION will be considered for use of the nearest equivalent size or variety with corresponding mediums. 4. Herbicide: Perform a radish/ryegrass growth Machinery and loading restrictions. trial if herbicide contamination is suspected. A. General: adjustment of Contract price. Substantiate such Consult with City representative prior to proof in writing no later than thirty (30) days C. Related Work in Other Sections: testing. 1. Moisture Content: Do not work soil when moisture after award of contract. Landscape Grading - Section 02215 C. Existing Soil to be Amended: Inspect existing soil content is so great that excessive compaction will and do all work necessary to bring it to standards occur, nor when it is so dry that dust will form F. Special Conditions: The above provisions shall not Irrigation - Section 02810 in air or that clods will not break readily. relieve Contractor of the responsibility of Trees, Shrubs, and Vines - Section 02950 specified under "General Qualifications" above. Apply water, if necessary, to bring soil to an obtaining specified materials in advance if special Landscape Establishment - Section 02970 Amend as specified herein. optimum moisture content for tilling and planting. growing conditions or other arrangements must be 1. Areas of existing soil to be amended shall be made in order to supply specified materials. D Work Under Another Contract: g 2. Clearing of Debris: Clear all planting areas of all areas to be planted. stones 2 in. diameter and larger, weeds, debris 1.06 PRODUCT DELIVERY, STORAGE. AND HANDLING: Rough Grading of Landscaped Areas and other extraneous materials prior to amending 2.02 ORGANIC AMENDMENTS existing soil. A. Labeling: Furnish standard products in 1.02 QUALITY ASSURANCE manufacturer's standard containers bearing original A. Peat Moss: Finely shredded, brown in color, labels legibly showing quantity, analysis, suitable for horticultural purposes and frequently B. Preparation of Existing Soil: genus/species and name of manufacturer/grower. A. Certificates of inspection: Provide those required referred to in the trade as "greenhouse" or "coarse by law for transportation, with invoice. File grind". 1. Verification of Existing Grades: Verify that copies of certificates with City representative grades are within 1 in. plus or minus of the B. Storage: Store products with protection from after acceptance of material. Inspection by required finished grades. Report all variations weather or other conditions which would damage or 1. Measurement: Measure peat in air dry to the City representative. impair the effectiveness of the product. Protect governmental officials at point of origin does not condition, containing not more than 358 metal containers from sun during summer months with preclude rejection of materials at project site. moisture by weight on an "as-received" basis. 2. Clearing of Debris: Clear all planting areas of temperatures above 80 degrees F. B. Intent: The amendments and quantities included Ash content shall not exceed 108. stones 2 in.diameter and larger, weeds, debris and herein are approximate and are for bidding purposes other extraneous materials prior to amending C. Handling: Do not lift or handle container plants only. Following an on-site soil analysis b the 2. Physical Properties: existing soil. g Y Y g by tops, sterns or trunks at any time. Do not bind project agricultural soils consultant prior to soil or handle plants with wire or rope at any time. preparation, composition of amendments may change. Percent Passing Sieve Size 3. Cultivation: Rip or cultivate all planting areas Contract price shall be adjusted accordingly. " to a depth of 12 in. immediately prior to amending D. Anti-Desiccant: At Contractor's option, spray all 95-100 9.51 mm (3/8*) existing soil. Rototill to reduce soil clods to a evergreen or deciduous plant material in full leaf 02920- 1 02920- 4 maximum diameter of one (1") inch in the top six immediately before transporting with anti- (6") inches. 3.02 SOIL CONDITIONING TREES, SHRUBS, and GROUND COVERS SECTION 02950 02950- 3 1.03 SUBMITTALS 0-90 500 micron (f35, 32 mesh) A. Amending of Existing Soil: PART 1 - GENERAL A. Samples and Product Data: Prior to delivery to 3. Organic Content (dry weight basis) : 90-1008 site, submit samples(S) certification(C) and 1.01 DESCRIPTION: manufacturers' literature(ML) for the following 4. Chemical Properties: 1. Verification: Do not commence amending of items: existing soil prior to acceptance by City A. Related Requirements: Review the General Contract 1. Organic Amendments: S oPt.for each type,C f 1 Nitrogen (dry weight basis) : 0.6-3.08 Inspector of soil preparation. Conditions and Division One, General Requirements, or HL which contain information and requirements that Salinity:Saturation extract conductivity 2. Application Rate: Apply to all planting (and apply to this Section. 2. Soil Mixes: S of 1/2 pound for each type and 0.0-3.0 millimhos/cm 2 25 degrees C. lawn) areas at the following rates per 1,000 square feet: (Forbid purposes only) 'B, Work Included: C. pH: 3.0-4.5 4 cubic yards "True Co-compost." E�ccavation of plant its and beds • 3. Chemical Additives: 8 of 1 pint for each P P type,C and ML. 5. Acceptable Substitute: Ground redwood bark by Provide related items Lindauer Products, Santa Rosa, CA, per 35 pounds commercial fertilizer. Provide plant materials and related items specifications for peat moss. Install plant materials 40 pounds of aul-Fe / Sulphur. Finish grading of planted areas � B Test Data: Submit all laboratory test data for all g g P materials. B. True Co-compost: Natural organic soil conditioner Provide concrete headers from any of the following manufacturers: Nutri- 20 pounds of P.A.M. soil drain. Warranty and replacements C. Submittal Schedule: All products in this section mulch, manufactured by Red Star Fertilizer, 17132 which is required for submittal shall be included Hellman Avenue, Corona, Ca., 91720. Tel. 3. Incorporation of Amendments: in one Division 2 submittal package. (714)597-4801; Gro-life, manufactured Wilbur C. Related Work in Other Sections: Ellis; or Gro-Mulch, manufactured by Kellogg logg a. Thoroughly rototill amendments into the soil to a 1.09 PRODUCT DELIVERY, STORAGE AND HANDLING Supply. six (6") inch depth. Do not work soils under Landscape Grading - Section 02215 muddy conditions. Soil Preparation - Section 02920 CITY DESCRIPTION OF REVISION OAT[ 2.03 COMMERCIAL FERTILIZERS Lawns - Section 02930 A►PROROVED A.. Labeling: Furnish standard products in unopened b. Wet the soil to a six (6") inch depth. manufacturer's standard containers bearing original A. Pre-Plant Fertilizer: Mixed by a commercial Landscape Establishment - Section 02970 labels showing quantity, analysis and name of fertilizer supplier and consisting of the following C. When the soil has dried sufficiently to work, manufacturer. percent by weight: thoroughly re-rototill the top six (6") inches. D Work Under Another Contract: CITY OF RANCHO - CUCAMONGA B. Storage: Store products with protection from ** 4. Leaching: Immediately after completing soil Rough Grading weather or other conditions which would damage or 6-20-26 (N-P-K) General Use o Y P 9 g 18-18-6 (N-P-K) **Lawn Areas conditioning, leach excess soluble salts from the impair the effectiveness of the product. soil by repeat cycling of the irrigation system by CONSTRUCTION SPECIFICATION 2.04 CHEMICAL ADDITIVES: The following additives may or may applying irrigation water for about ten minutes 1.02 QUALITY ASSURANCE: 1.05 ANALYSIS OF SAMPLES AND TESTS not be used depending on the outcome of the soils each hour, until at least six (6") inches of water report. has been applied and passed through the soil A. Certificates: P A. Sampling: City representative reserves the right profile. After soil has dried sufficiently to 1. Submit certificates of inspection required by to take and analyze samples of materials for A. Ground Limestone: Agricultural limestone work, bring amended soil to finish grades and The SWA Grow conformityto specifications at an time. Furnish elevations shown on the drawings. law for transportation of each shipment of p P Y containing not less than 858 of total carbonates, g plants along with invoice. samples upon request by City representative. ground to such fineness that 508 will pass #100 P g Landscape Architecture 580 Broadway,Suite 200 sieve and 908 will pass #20 sieve. Site Planning Laguna Beach.CA 92651 B. Rejected Materials: Remove rejected materials 3.03 DRAINAGE OF PLANTING AREAS 2. File copies of certificates after acceptance Urban Design 714.197-5471 immediately from the site at Contractor's expense. of material. Inspection by Federal or State _ B. Dolomite Lime: Agricultural grade mineral soil conditioner containing 358 minimum magnesium A. Surface Drainage: Governments at place of growth does not `A, 11 APPROVED BY ( DATE if preclude rejection of plants at project site. y . , C. Testing: Pay cost of testing of materials not �.� carbonate and 498 minimum calcium carbonate, 1008 ;:`�C' \ CITY ENGINEER - RCE NO. 97 meeting specifications. „ 1. Discrepancies: Provide proper surface drainage of ,. passing #65 sieve. Kaiser Dolomite 65 AG as Planted` areas. Submit in writing all B. Applicable Standards: APP1Y standards for plant manufactured by Kaiser, Inc. Mineral Products materials as described in the following: .� = J DESIGN - RECOMMENDED D. Project Soils Consultant: discrepancies in the Drawings or Specifications, (� 1 Department, or equal. Converse Consultants Pasadena or prior work done by others, which Contractor . RS ��S 67 West Bellevue Dr., Ste. A, feels precludes establishing proper drainage. ---- 02920- 5 02950- 1 1 h / 4A - DRAWN SHEET 02920- 2 2. Correction: Include description of work required RS 1 1 1 3 for correction or relief of said condition. 0� t �F ,VQ rCHECKED DRAWING NO __ R C E No __-_ J 3 MRM _ DATE-- 10-30-89 FILE NO . - -- -- ---- - SHEET NO. 17 OF Iq A. General: 3.02 DRAINAGE OF PLANTING AREAS: 3. Trees supplied with well-tapered, strong trunks 1 .04 PROJECT CONDITIONS which will stand alone may be staked with two 3.02 TREES, SHRUBS AND GROUNDCOVERS E. Staking of Trees: 1. Plant materials exhibiting conditions which are A. Surface Drainage: Maintain positive surface drainage (2) stakes and tied per this section. A visit Site Visit: walktthebeginning with the establishment period, A. Watering Basins: P g of planted areas as established under Section 02215 - y q 1. Inspect stakes at least one a month to check determined as being unacceptable due to representative to clarifyscope of work and for rubbing that causes bark wounds. workmanship by the Contractor shall be repaired Landscape Grading. 4. Tree support, if required, shall be done as understand existing project/site conditions. 1. Maintain all watering basins around plants so and/or replaced at no additional cost to the outlined on the following tables. that enough water can be applied to establish 2. Conform to the recommended procedures of City. B. Discrepancies: Submit in writing, all discrepancies g PP staking as outlined in the University of obstructions on " inches in B. Documentation of Conditions: Document general moisture through major root zones. g Y in the Drawings or Specifications, 11 trees under three (3 ) in gkin Stake a _ B. cal g n of existing trees shrubs vines California Publication AXT 311, "Staking condition , hers which e. g the site, or prior work done by of caliper in accordance with the following table: a Trees." 2. Closely match replacements to adjacent specimens Contractor feels precludes maintaining proper groundcovers and lawn recording all plant materials 2. In rainy season, open basins to allow surface Landscape of the same species. Apply all requirements of drainage; include description of all work required which are damaged or dying, if any. drainage away from the root crown where excess this Specification to all replacements. relief of said discrepancies. Tree " Y g for correction or r water may accumulate. Restore watering basins P Number Caliper Q de 3.03 INSECTS, PESTS, AND DISEASE CONTROL Size C. Irrigation System: Document general condition of at end of rainy season. B. Replacement Quantities: Contractor shall be held Above Grade Stakes existing irrigation system, making sure that fault C. Detrimental Drainage, Soils and Obstructions: g g Y g Y responsibles b oke or ino erable s lemental hand waterin of waters n A. Inspection: Inspect all plant materials for signs for a maximum of two replacements for electrical controller r n 3. For u 9 g each failed tree, shrub and vine, and same area of To 1 3/4" 2 2 Diameter x 10 Min P of stress, damage and potentialtrouble from the 1. Notification: Supply written notification of sprinkler heads are reported. basins, use a water wand to break the water g Po following: groundcover 1 Do not permit crown roots to become g g planting after final acceptance during force. warranty period. all conditions detrimental to growth of plant material.. State condition and submit proposal 2" to 3" 2 3 1/2" Diameter x 10' Min 1.05 SCHEDULING exposed to air through dislodging of soil and 1. Presence of insects, moles, gophers, round estimate for correcting condition. mulch. g g PART 2 - PRODUCTS and cost e g A. Perform all establishment during hours mutually squirrels, snails and slugs in planting areas. 2.01 PLANT MATERIALS: 2. Testing: Test drainage of plant beds and pits 1. Locate stakes in a line with trunk of tree, agreed upon between the City and Contractor. 4. Maintain originally called for depth of mulch by filling with water twice in succession. Give perpendicular to prevailing wind and as close to to reduce evaporation and frequency of Discolored or blotching leaves or needles. A. General: written notification of conditions permitting the main trunk as is practical, avoiding root B. Work force shall be present at the project site at watering. the retention of water in planting beds for more Drive stakes at least twenty four (24") least once a week and as often as necessary to 3. Unusually light green or yellowish green color P 9 injury. Dri inconsistent with normal green color of leaves. 5. Check for mo g perform specified establishment in accordance with moisture penetration throughout the than twenty four (24} hours. inches into firm round. P P P g Y in 9 00 1. GrowingConditions: Plants s the roved establishment schedule. root zone at least once per week. , a hall be nursery PP P B. Personnel. Perform s rr. in for insect est and grown in accordance with good horticultural P y g P 3. Correction: Submit for acceptance a written 2, Remove tree from nursery-supplied stake and tie disease control only by qualified, trained practices under climatic conditions similar to proposal to new stakes using two accepted tree ties. B. Resetting: Reset plants to proper grades or upright personnel. (Upon ro osal and cost estimate for the correction PART 2 - PRODUCTS position. P P approval of City Inspector) those of project for at least two years unless before proceeding with work. Find proper heightfor pointoftree ties and C. Application: Spray with extreme care to avoid all otherwise specifically authorized. attach as follows: 2. Appearance: All plants shall be exceptionally 4. Obstructions: If rock, underground construction C. Weed Control: Ppe P P Y heavy, symmetrical, work, tree roots or other obstructions are a. Hold trunk in one hand, pull top to one 2.01 ACCEPTABLE MANUFACTURERS hazards to any person or pet in the area or adjacent areas. (Upon approval of City Inspector) y, y trical, tightly knit, so trained or encountered in the excavation of plant its, favored in development and appearance as to be P P aide and release. Height at which trunk 1. Control weeds, preferably with pre-emergent superior in form, number a of branches, alternate locations may be used as directed. will snap back to upright is Base Height. A. Fertilizers: herbicides and with selective systemic compactness superior in and symmetry. Where locations cannot be changed, submit cost Attach tree ties to trunk six (6") inches herbicides. 3.04 IRRIGATION SYSTEM Y ry' Hei ht. Sierra Chemical Company above Base g 2. All areas between 1 A. General. 1001 Yosemite Drive plants, including watering 3. Vigor: Plants shall be sound, healthy and required to remove the obstructions to a depth CA 95035 basins, shall be weed free. b. Screw V.I.T. brace ties to stakes per Milpitas, vigorous, well branched and densely foliaged of not less than six (6") inches below the 1. Repair without charge to the City all damages when in leaf. They shall be free of disease, required pit depth. Proceed with work after manufacturer's most recent published (408) 263-8080 insect pests, y instructions. Cut off any remaining stake 3. Use only recommended and legally approved to system caused by Contractor's operations. p , eggs, or larvae. The shall have acceptance. "Gro-Power" herbicides to control weed growth. Perform all repairs within one (1) watering healthy, well-developed root systems. Plants after total seto within two (2") period. shall be free from physical damage or adverse 3.03 LAYOUT AND EXCAVATION OF PLANTING AREAS: inches of upperr tree ree tie. Southern California Or ganic Fertilizer Company 4. Avoid frequent soil cultivation that destroys conditions which would prevent thriving growth. E1 Monte, CA,91734-0907 shallow roots and breaks the seal of pre- 2. Report promptly to the City all accidental A. Layout and Staking: Lay out plants at locations 3.07 CLEAN UP: Tel. (714) 750-3830 emergent herbicides. damage not resulting from Contractor's 4. Container Stock: Verify that all container shown on Drawings. Use color-coded wire flags for stock has been grown in the containers in which each specie of plant material. Stake each tree, vine A. Keep all areas of work clean, neat and orderly at all negligence or operations. W. R. Grace and Company D. Pruning: (Per approval of the City Inspector) delivered for at least six (6) months, but not and major shrub. Outline shrub and groundcover beds times. Agricultural Chemicals Group 3. se not run the irrigation system during rainy over two (2) years. Samples must prove to be with lime. Locations of plants will be checked in ve all deleterious materials and Memphis, Tennessee 38101 1. Prune trees to select and develop permanent season. Set and program automatic controllers free of kinked, circling or girdling roots and the field and will be adjusted to exact position B. Clean up and remo with no evidence of a pot-bound condition. Do planting g g debris from the entire work area prior to Final scaffold branches that are smaller in diameter for seasonal water requirements. before lantin begins. Right is reserved to refuse BFC Chemicals, Inc. than the trunk or branch to which they are 4. Twice a month, use a probe or other acceptable review at this time if, in his opinion, a sufficient Acceptance. attached, and which have vertical spacing of 18 not install container plants that have cracked P Wilmington, Delaware 19805 P 9 tool to check the rootball moisture of or broken balls of earth when taken from quantity of plants is not available. in. to 48 in. and radial orientation so as not representative plants as well as the container. B. Herbicides: (Upon approval of Cit Inspector) . to overlay one another. surrounding soil. B. Plant Pits: Excavate the planting pits for trees and END O! SECTION ( P PP Y P g B. Measurements: shrubs which shall be twice the diameter and twice Chevron Chemical Company 2. Prune trees to eliminate diseased or damaged B. Cleaning and Monitoring the System: the depth of the root ball. 575 Market Street growth, and narrow V-shaped branch forks that 1. General: Measure plants when branches are in LANDSCAPE ESTABLISHMENT POR 180 DAYS SECTION 02970 San Francisco, CA 94105 lack strength. Reduce toppling and wind damage 1. Continually monitor the irrigation systems to their normal upright position. Height and 3.04 CONCRETE HEADERS: (415) 894-0880 by thinning out crowns. verify that they are functioning properly as spread dimensions specified refer to main body of plant and not branch tip to tip. Take A. General: Install headers prior to installation of PART 1 - GENERAL Rhone-Poulenc Chemical Company 3. Prune trees to maintain growth within space changing fieldecondgitionsdjustments required by caliper measurement at a point on the trunk six adjacent sprinkler irrigation system. Agro Chemical Division limitations, maintaining a natural appearance 1.01 DESCRIPTION and balancing crown with roots. (6") inches above natural ground line for trees P.O. Box 125 g 2. Clean pump filter and strainer once a year and up to four (4") inches in caliper and at a point B. Headers: Install headers true to line and grade as Mon Mouth Junction, NJ 08852 twelve (12" g up") systems free ) inches above the natural ground shown on the Drawings. Align header edges and set A. Related Requirements: Review the General Contract (201) 297-0100 4. No stripping of lower branches ("raisin ") as often necessary to keep the irrigation e of sand and other debris. line for trees over four (9") inches in caliper. flush with adjacent paving. Conditions and Division One, General Requirements, of young trees will he permitted. which contain information and requirements that Ciba-Geigy Corporation 3. Prevent spraying on street by balancing the 3.05 PLANTING OPERATIONS: apply to this Section. Agricultural Division 5. Retain lower branches in a "tipped back" or throttle control on the remote control valves P.O. Box 1830 pinched condition to promote caliper trunk and the adjustment screws on the sprinkler 2. Size Range: If a range of airs is given, size. not A. General: B. Work Included: Provide 180 Day Landscape MaWenance growth (tapered trunk) . Do not cut back to j P use plant materials less than the minimum size. Greensboro, NC 27419 � heads. Do not allow water to atomize and Establishment, complete as specified. fewer than six buds or leaves on such branches. drift. Not less than forty (90�) percent of the plants (919) 292-7100 Only cut lower branches flush with the trunk 1. Protect plants at all times from sun or drying shall be as large as the maximum size specified. 3.05 THE 180 DAY ESTABLISHMENT PERIOD The measurements specified are the minimum size winds. C. Related Work in Other Sections: Elanco Products Company after the tree is able to stand erect without acceptable and are the measurements after 740 S. Alabama St. staking or other support. pruning, where pruning is required. Plants that 2. Keep plants that cannot be planted immediately Irrigation - Section 02810 Indianapolis, IN 46285 A. Preliminary Review: As soon as all plantings are meet the measurements specified, but do not upon delivery in the shade, well-protected and Soil Preparation - Section 02920 (317) 261-3638 6. Thin out and shape evergreen trees when completed per Contract Documents, hold a Trees, Shrubs, and Groundcovers - Section 02950. necessary to prevent wind and storm damage. Do preliminary review to determine the condition of well-watered. the work with the City representative. primary pruning of deciduous trees during the possess a norma balance between height and The DOW Chemical Company P Y P 9 g spread shall be rejected. B. Handling of Plant Materials: 1.02 QUALITY ASSURANCE P.O. Box 1706 dormant season. Do not permit any pruning of 3. Substitutions: Substituted plants shall be true Midland, MI 48640 trees prone to excessive "bleeding" during B. Date of Review: Submit a written request to the to species and variety and shall conform to 1. Remove canned stock carefully after cans have A. Requirements of Regulatory Agencies: (517) 636-0236 growth season. City representative at least five (5) working days . prior to anticipated date of review. 1. Perform all work in accordance with all 7. Prune damaged trees or those that constitute C. Beginning of the 180 Day Establishment Period: The measurements specified except that plants larger been cut on two sides with accepted cutter. Do not use spade to cut cans than specified may be used if accepted. Use of 3M Company-Agri Chemicals Project g such plants shall not increase Contract price. applicable laws, codes, and regulations 3M Center, Bldg. 223-6SE health or safety hazards at any time of year as date on which the City representative issues a If larger plants are accepted, increase the ball 2• Lift and handle plants only from the bottom of required by authorities having jurisdiction St. Paul, MN 55144 required. letter of Preliminary Acceptance to the Contractor. the ball. If rootball is cracked or broken over such work. (317) 261-3000 of earth in proportion to the size of the plant. during handling, plant shall be rejected. 8. Make all cuts clean and close to the trunk, 3.06' FINAL ACCEPTANCE 2, Provide for all inspections and permits without cuttinginto the branch collar. C. Pruning: Do not prune plants before delivery. For required by Federal, State, or local 2.02 MATERIALS "Stubbing" pruning after installation, see Section 02970 - C. Installation: g" will not be permitted. Cut smaller A. Acceptance: Landscape Maintenance. equipment,authorities in furnishing, transporting, and A. General: All materials and a ment, unless branches flush with trunk or lateral branch. 1. Positioning: After removing plant from installing of all agricultural chemicals. g P otherwise indicated, shall be provided by the 1. Work will be accepted by the City represen- D. Condition: Trees which have multiple leaders, unless container, scarify side of rootball to prevent Contractor. Make larger cuts (1 in. in diameter or larger) tative upon satisfactory completion of all root-bound condition and position plant in 3. The County Agricultural Commissioner's Office parallel to shoulder rings, with the to edge specified, or damaged or crooked leaders, will be P P g P g work, including establishment period, but rejected. Trees having a main leader shall not have planting pit. must, by law, be given a monthly record of all B. Water: Clean, potable and fresh, furnished and paid of the cut at the trunk or lateral branch. exclusive of replacement of materials under herbicides, insecticides and disease control been headed back. Trees with abrasions of the bark, chemicals used. for by the City. 9. Branches too heavy to handle shall be precut in the Warranty Period. sunscalds, disfiguring knots, or fresh cuts of limbs C. Fertilizers: three stages to prevent splitting or peeling of 2. Submit a written request to City over three-quarter (3/4") inch which have not B. Applicable Standards: Apply standards as described bark. Make the first two cuts 18 in. or more representative for review for Final Acceptance completely calloused, will be rejected. in the following: 1. Tightly-compressed, slow-release and long- from the trunk to remove the branch. Make the at least five (5) working days prior to 2.02 BACKFILL MIX FOR ON-GRADE PLANT PITS: See Section 02920 - third cut at the trunk to remove the resulting Fertilizing Woody Plants, University of California, lasting complete fertilizer tablets bearing g anticipated Final Review date, which is at the Soil Preparation. Cooperative Extension Leaflet 12958, September 1979. manufacturer's label of guaranteed analysis of stub. end of the Establishment Period. chemicals present. 10. Do not prune or clip shrubs into balled or B. Corrective Work: 2.03 TREE, SHRUB AND VINE PLANTING FERTILIZER: "A riform" 21 g p y boxed forma unless specifically called for by g Pruning Landscape Trees, University of California, gram tablets with 20-10-5 (N-P-K) formula as manufactured 2, PAM Soil Drain I 2, Balanced, once-a-season application controlled-Procedure: Cooperative Extension Leaflet 12574, January 1979. design. 1. work requiring corrective action or y Sierra Chemical Company, Milpitas, California, release fertilizers with a blend of coated Telephone X408) 263-8080, or accepted equal. a. Berm: Make a four (4") inch berm around C. Work Force: replacement in the judgement of the City prills which supply controlled-release 11. Clip shrubs to be hedged when branches project inspector shall be performed within ten (10) nitrogen, phosphorus and potassium, and 2 in. beand limit of clipped hedge shown on 2.04 P.A.M. "SOIL DRAIN" SOLUTION PREPARATION each planting pit twelve (12") inches uncoated, rapidly soluble prills containing Y PPe g calendar days after the Final Review. wider than the ball diameter for trees 1. Experience: The landscape establishment firm nitrogen and phosphorus. the Drawings. A. PAM "Soil Drain"' shall be 250 PPM solution. and six (6") inches wider for shrubs. shall have a full time foreman assigned to the 2. Perform corrective work and materials job for the duration of the contract. He shall 3. Top Dress Fertilizer: "Gro-Power" 5-3-1 and replacement in accordance with the Drawings and 1. Tank Method: Two (2lbs.) pounds "Soil Drain" per have a minimum of four years experience in Gro-Power Control Release 12-8-8. Specifications, and shall be made by the 1,000 gallons of water. b. Add prepared backfill mix to the bottom of landscape establishment supervision, with the planting pit and blend into the experience or training in turf management, Contractor at no cost to the City. 2. Barrel Method: One-quarter (1/4) cup "Soil existing soil. After placement of the entomology, pest control, soils, fertilizers D. Herbicides, Insecticides, and Fungicides: Drain" per 30 gallons water. rootball and concurrent with backfilling, and plant identification. 3. After corrective work is completed, the drench backfillmix with PAM Soil Drain 1. Obtain best quality materials with original Contractor shall again request a Final Review B. Mixing: Solution at the rate of ten gallons per 2. Labor Force: The landscape establishment manufacturers' containers, properly labeled for Final Acceptance as outlined above. cubic yard. Sufficient solution should be firm's labor force shall be thoroughly familiar with guaranteed analysis. 1. Add "Soil Drain" powder slowly into stream jet placed in the backfill mix that the and trained in the work to be accomplished and of water into partially filled container. solution rises to the pop of the berm after perform the task in a competent, efficient 2. Use non-staining materials. Agitate continuously while filling with hose. completion. manner acceptable to the The city. E. Annuals/Perennials: Nursery-grown in 6 in. pots, 2. After container is full, continue to agitate C. Caution: Do not place PAM Soil Drain 3. 1 Supervision: The foreman shall directly employ full, healthy plants just ready to bloom. solution in container for complete dissolving. treated soil mix on top of the backfilled and supervise the work force at all times. soil. Do not irrigate for 24 hours. Notify The City of all changes in supervision. F. Lawn Sod for Resodding: (Match existing sodded 2.05 STAKING MATERIALS: awn) . 4. Identification: Provide proper identification A. Tree Stakes: 10' Lodgepole Pine with ten (10") 3. Staking and/or Guying: Stake or guy as at all times for landscape establishment firm's G. Replacement Tree Guys, Stakes, Ties and Wires: inch tapered driving point and chamfered top, outlined below, labor force. Be uniformly dressed in a manner Match existing materials on the site (Provide treated with copper napthanate or pentachloraphenol satisfactoryto the City. detail(s) in 8-1/2 in. x 11 in. format if to heartwood, green color, as manufactured by C6Enecessary) . 4. Fertilizer Tablets: Place evenly distributed Lumber Company of Pomona, CA. Tel. (714) 626-3591, in plant pits when backfilled 2/3 according to 1.03 SUBMITTALS or accepted equal. the manufacturer's schedule. T - EXECUTION A. Submit to City representative for approval, two (2) copies each of the following items: (when requested) 3.01 GENERAL 1. Schedule of establishment operations and A. Duration: Continuously maintain each plant and each CITY B. Ties: Thirty six (36") inch brace type. V.I.T. monthly status report including list of all portion of groundcover area after installation, DESCRIPTION OF REVISION DATE APPROVED Company, Inc. 15561 Product Land, D-4, Huntington equipment and materials proposed for the job. during progress of work, and for a period of 180 days Beach, California 92649. Tel. (714) 891-8338. D. Adjustment: Adjust planta so that after full after completion of all planting work until Final settlement has occurred, the natural grade at the 2. Written application recommendation by a Acceptance. 2.06 WATER: base of the plants is two (211) inches above the licensed agricultural pest control advisor for CITY OF RANCHO C U CA M 0 N G A adjacent planting finish grade. all weed, pest and disease controls restricted B. Protection: A. Clean, fresh and potable, furnished and paid for by by the Director of Agriculture proposed for City. E. watering: water all plants immediately after this work. 1. Protect all planting areas from damage of all CONSTRUCTION S P E C I F I C AT I O N planting. kinds from beginning of work until Final B. Transport as required. 3. All licenses and insurances required by the Acceptance. City of Rancho Cucamonga, the State or Federal PART 3 - EXECUTION F. Labels: Remove all nursery-type plant labels from government pertaining to this work. plants. 2. Establishment includes temporary protection 3.01 PREPLANT REVIEW: fences, barriers and signs as required for 4. Monthly record of all herbicides, insecticides protection. The WA Groupand disease control chemicals used for the Landscape Arcnitecture 580 Broadway,Suite 200 A. General: Do not commence planting work prior to 3.06 STAKING: project. C. Replacements: Site Planning Laguna Beach.CA 92651 acceptance of soil preparation. Urban Design 714-497-5471 A. General: B. Finish Grades: Finish grades for all planting areas 1. Immediately treat or replace all plants which �`�'' shall have been established in another section. 1. Trees shall be able to stand upright without 1' ` N APPROVED BY DATE l Verify that all grades are within one (1") inch plus support, and shall return to the vertical after become damaged or injured, as directed by City their tops have been deflected horizontally and representative at no additional cost to the CITY ENGINEER NO �ii�� or minus of required finish grade and that all soil P Y 1 Vit. amendments have been installed as specified under released. Stake or guy trees which do not meet Cit �s DESIGN Section on Soil Preparation. this qualification. All plant materials shall RfC `M MENDED remain plumb and straight for all given 2. Replacement plants shall ep ofaab a size, i RS conditions from installation through the condition and variety acceptable to City ; C. Notification: Submit written notification of all Inspector. ' conditions inconsistent with specifications for soil guarantee period. t /QQ Q' 1 DRAWN described in Section 02920 J' ��, StIEE T preparation and mixing as RS 12 OE 13 _ Soil Preparation. 2. Use either staking or guying method at Contractor's own option, subject to acceptance. L ,t `' CHECKED R DRAWING NO MRM C E No ___ 13 _ DATF 10-30-89- _ - �,L r r4t� -- SHEET NO. /9 OF M 1 4. Continue establishment of all landscaped areas until such time as all corrective measures have 2.05 WATER: Clean, potable, concrete mixing water free from been completed and accepted. C. Variation from the Level or from the Grades shown injurious amounts of salts, oils, acids, alkalis, organic 3.06 EXPANSION JOINTS: i per Civil- Engineer Drawings: materials or other deleterious matter. C. Conditions for Acceptance of Work at End of A. Locations: Provide joints at locations and , Establishment Period: 1. In pavements, tops of walls: 2.06 EXPANSION JOINT MATERIALS: intervals shown on the Drawings, and where concrete y paving abuts buildings, curbs, or other structures. 4 1. Each plant shall be alive and thriving, showing a. In any 10 feet, 1/4 inch A. Joint 'Sealant, Primer and Backer Rod: signs of growth and no signs of stress, B. Placement: Place joint materials with top edge 1/2 disease, or any other weaknesses. b. In 20 feet, maximum 3/8 inch 1. "PRC-Permapol-270" with backing as distributed inch below the paved surface. Securely hold in by Products Research and Chemical of Glendale, place to prevent movement. plants not meeting these conditions shall et or more 3 4 inch 800 257-8454. 2. All pia g C. In 40 feet / CA 91209. Tel. ( ) be replaced and a 90 Day Establishment Periodt C. Forming: Form joints and other edges in the fresh commenced for such plants. 2. For exposed joints and other conspicuous lines: 2. Color: To matchpavement color. concrete using an edging tool to provide a smooth � all edges before and uniform impression. 9 w h it P D. Final Acceptance Date: The date on which the City Strike a Inspector/representative issues a Letter of Final a. In any 20 feet, maximum 1/4 inch 3. Backer Rod: Closed cell foam backer rod of the after brooming. Acceptance. Upon Final Acceptance, the Cit will size recommended by the Manufacturer for the City curing period, carefully clean re 2 inch D. Sealing: After the cu y assume responsibility for establishment of the b. In 40 feet or more, 1/ joint sealant. 4 g P work. expansion joints and fill with joint compound to 1/8 D. Variation in the Sizes and Locations of Sleeves and B. Premolded Joint Filler: Closed cell plastic joint inch below adjacent paved surface. Avoid spilling 3.07 WARRANTY PERIOD AND REPLACEMENTS OF PLANT MATERIALS Wall openings: Plus or minus 1/4 inch. filler, containing no impregnated petroleum on paved surfaces or overflow from joint. products. A. Specific Requirements: Refer to the following E. Variation in Cross-Sectional Thickness of Slabs and 3.07 PROTECTION AND CURING: sections: Walls: C. Bond breaker tape to be as recommended by sealant manufacturer. A. Protection: 1. Irrigation - Section 02810 1. Minus 1/4 inch e PART 3 - EXECUTION 1. Protect concrete work against rapid drying and 2. Lawns - Section 02930 2. Plus 1/2 inch damage by rain. 3.01 GENERAL: s- Section 02950 or t least seven days. and Groundcover Keep concrete moist f a 3. Trees Shrubs a 2. K Y F. Variation in Radii: P A. Surface Drainage: Protect with wet burlap, canvas covering or 1. In radii of less than 10 feet: liquid-curing compound. Use a covering that SND OF SECTION 1. Provide for positive drainage on all concrete will not stain or discolor finished concrete a. In any 5 feet, 1/8 inch paving surfaces. surfaces. Secure acceptance of proposed method. During g curin period, maintain b. In any 10 feet, 1/4 inch 2. Report in writing any discrepancies or concrete above 70 degrees F. for at least three omissions on drawings and conditions on the days or above 50 degrees F. for at least five 2. In radii of 20 feet: site which would prevent proper drainage. days. a. In any 10 feet, 1/4 inch 3. No "birdbaths" or other surface irregularities B. Spraying. Spray concrete during the curing period , will be permitted. Properly correct as frequently as drying conditions may require. b. In any 20 feet, 3/8 inch irregularities. � C. Curing: Cure concrete in accordance with the ACI SITE CONCRETE SECTION 03310 3. In radii of 30 feet or more: B. Securement: Use templates for all anchor plates, Manual of Concrete Practice. bolts, inserts and other items embedded in concretd. a. In any 20 feet, 1/2 inch Accurately secure so that they will not be displaced D. Damage and Defacement: Protect all concrete work PART 1 - GENERAL during placing of concrete. against damage and defacement during subsequent b. In any 30 feet, 1 inch construction operations until Final Acceptance. 1.01 DESCRIPTION: C. Electrical Conduit: Do not embed piping, other than G. Testing Laboratory Services: electrical conduit, in structural concrete. Locate A. Related Requirements: Review the General Contract conduit to maintain strength of structures at 3.08 CLEANUP: Conditions and Division One, General Requirements, 1. Perform all required tests and coordinate all maximum. Verify size, length and location of which contain information and requirements that efforts with the designated testing laboratory. electrical conduit. A. General: Upon completion of work, immediately apply to this Section. remove from the premises all surplus materials, 2. Cooperate with testing laboratories to permit 3.02 BASE COURSE: Compact as per Soils Engineer's tools, equipment, rubbish aind debris resulting from B. Work Included: proper testing and inspection procedures. recommendations. the work. Concrete mow strips H. Responsibility of the Contractor: The Contractor 3.03 CONCRETE MIXES, FORMWORK AND REINFORCEMENTS: shall be solely responsible for the structural SND OF SECTION 03310 C. Related work in other Sections: adequacy of the forms, ties, shoring, and bracing. A. Standard Specifications: Applicable requirements of Any requirements given herein are minimum for Section 51, "Concrete Structures, " and Section 90, i Landscape Grading 02215 appearance purposes only, not to be considered as "Portland Cement Concrete" exceptt as modified structural .desl9 nDa roofin material: 12 inch herein. mPP g D. Work Under A Separate Contract: X 12 inch sample panel. B. Concrete Strength: Minimum 28 day compressive de strength of 3 000 psi. Underground by Civil and Mechanical I. Test Data: Submit copies of all laboratory tests g Rough grading and reports of all materials. 9 9 Po 3.04 FORMWORK: 1.02 QUALITY ASSURANCE: 1.05 ANALYSES OF SAMPLES AND TESTS: R. Ga tabct forms accurately to dimensions, plumb A. Applicable Standards: All references to the A. Samples: Select a qualified testing laboratory to and true to line and grade. Use forms that are "Standard Specifications", "ASTM", or "ACI" manuals take samples for testing during the course of the substantial, mortar tight, braced and tied so shall mean the current or latest editions as work as considered necessary. as to maintain position and shape during described below. placing of reinforcing and concrete. B. Cost of Testing: Paid for by the City. Standard Specifications - Standard 2. Wavy surfaces and bulged walla or slab surfaces Specifications of the State of California, C. Notification: Notify the designated laboratory in resulting from settlement or springing of Business and Transportation Agency, Department sufficient time to allow taking of samples at time formwork will be rejected. of Transportation, CalTrans. of pour. 3. Carefully verify and check all forms for ASTM - American Society for Testing and D. Rejected Materials: Remove off the site all alignment and level as the work proceeds. Materials. concrete below specified strength. Promptly make all needed adjustments or additional bracing. ACI - American Concrete Institute, Manual of E. Cost of Removal and Retesting: Pay for full costs Concrete Practice. of removal of rejected concrete and its replacement B. Construction Joints: Construct and assemble forms with concrete of specified strength and retesting. in such a manAer that joints occur at accepted B. Percent Compaction: ASTM D1557, percentage of the locations. Thoroughly clean forms before pouring maximum in-place dry density of the same material as 1.06 FINAL ACCEPTANCE: concrete. determined by Soils Engineer. A. Review Date: Make a written request for review for C. Details: Take extreme care in all details of C. Coordination: Final Acceptance at least five (5) working days in forming, setting and reinforcing. Except where advance. tooled corners are indicated, provide all exposed 1. Coordinate all items of other trades to be concrete finish work with smooth, even surfaces of furnished and set in place. B. Completion: Work will be accepted upon satisfactory dense concrete with clean sharp arises and outside completion of all site concrete work. corners. 2. Insure that such portions of their work are all or in part embedded, built-in, attached to, C. Responsibility: Upon Final Acceptance, the City D. Earthforms: supported by or covered over by the concrete will assume responsibility for maintenance of the work are executed by them in ample time that work. 1. As accepted, use earthforms for footings only progress of the work is not delayed. where soil is firm and stable and concrete will not be exposed. Cut excavations neatly with 3. Do all cutting or patching made necessary to PART 2 - PRODUCTS accurate sizes. comply with above injunction. 2.01 PORTLAND CEMENT, AGGREGATES AND REINFORCEMENTS: Except as 2. Extend wood forms for all exposed concrete at 4. Coordinate proper installation of all modified herein, conform to all applicable requirements least 6 inches below finish grade. accessories embedded in the concrete and for of Section 25 "Aggregate Subbases", Section 26 "Aggregate the provision of holes, openings, etc. , Bases", Section 52 "Reinforcement" and Section 90, 3. Do not disturb earth at bottoms of excavations necessary to the execution of the work of the "Portland Cement Concrete" of the Standard for footings or foundations; maintain these trades. Specifications. areas free of water, properly cleaned and leveled off. D. Lines and Levels: A licensed surveyor or registered 2.02 BASE COURSE: Class II as per Standard Specification. q, Compact per requirements of the ACI building civil engineer shall layout and establish all lines, levels, grades and positions of all parts of the 2.03 FINE AGGREGATE code. Do not place concrete on uncompacted work. fill. A Descr ption: ASTM C33, clean, hard and durable 1.03 SUBMITTALS: sand. Do not use sand coated with injurious E. Coordination: After forms have been placed and amounts of silt, loam, clay or other deleterious accepted, insure that all other trades have been A. Samples and Product Data: Submit samples and matter. properly notified and are given sufficient time to manufacturers' latest catalog cuts and complete installation of their work. specifications of the following materials. B Gradino: F. Recesses and Openings: Provide as shown on the 1. Jobsite flatwork panel: One 12 foot X 12 foot Percent Passina Sieve Size Drawings or as may be directed at the site. X 4 inch for each type of concrete finish and G. Reinforcing Steel: Install progressively with work color. Include required joints and treatment. 45 - 70 f 17 of other trades. Coordinate each other's schedules 15 - 30 +f 50 so as to avoid disturbing or moving work already 2. Jobsite vertical concrete panel: One 8 foot 3 - 8 ;100 long by required height for each finish and ' installed by one trade to admit the work of another. color. Include required joints- and treatment. 2.04 REINFORCEMENTS H. Responsibility: Each trade shall be entirely � 3. Color samples: Grout and expansion joint responsible for proper installation and securing of i during compounds. A Reinforcing Bars: ASTM A615 Grade, 60 deformed the workg Placing of concrete. billet-steel bars, clean and free from rust, scale, I. Prior to Pouring Concrete: B. Test Data: Submit copies of all laboratory tests or coating that will reduce bond. and reports of all materials. B Welded Wire Fabric: ASTM A185. Leave tags 1. Thoroughly clean out all forms to be used. 1.04 TOLERANCES FOR EXPOSED CONCRETE: designating wire size and spacing on each roll until 2. Thoroughly wet wood forms as required where DESCRIPTION OF REVISION DATE A►CIT Yt0 A. General: Variations below list the maximum ready for use. CITE form coatings are not used. permissible deviations from established lines, C ASTM A615 smooth Dowels or Expansion on o n s: grades and dimensions for all exposed concrete. billet-steel bars. J. Removal of Forms: B. Variation from Plumb: D Tie Wires• 18 gauge minimum black annealed. 1. Do not remove supporting forms or shoring until CITY OF RANCHO ' C U CA M 0 N GA concrete has sufficient strength to carry its 1. In the lines and surfaces of walls and own weight and other loads upon it. pavements: In 10 feet, maximum 1/4 inch 2. Remove forms only after concrete has properly CONSTRUCTION S P E C I F I CAT I O N 2. For exposed corners, control-joint grooves and set and without damaging concrete. other conspicuous lines: 3.05 REINFORCEMENTS: a. In any 20 feet, maximum 1/4 inch - The SWA Group A. Supports: Accurately and securely fasten or support p b. In any 40 feet or more, 1/2 inch reinforcements to prevent displacement before or Landscape Architecture SW Broadway,Suite 200 during pouring. Hang footing bars from forms. Site Planning Laguna Beach,CA 92651 Support wire mesh with pp i h suitable metal cradles. Urban Design 714-497.5471 B. Placement: Clean, bend and place reinforcement per , APPROVED BY u ACI Manual of Concrete Practice. ,� � GATE i.. CITY ENGINEER RCE -N0. 27.3 7 C. Reinforcement Splices: DESIGN RECc'MMENDEO yj. Welded wire fabric - one mesh minimum. RS Reinforcing bars - 29 bar diameter minimum except • - •--- �as otherwise noted. DRAWN SHEET f.. O o, RS or 13 _ CHECKED DRAwiNG NO 01 i' - - -- - - -- RCE NO 1 -1 MRM _ DATE .10-30-89 SHEET NO. l lOF P9