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HomeMy WebLinkAbout1365-L DEVELOPER/OWNER PLANS LANDSC-1 APE ARCHI . ,,-, . CT RAL R - P tWELOPrW�- ff DR 88- 13 3188 PULLMAN AVENUE COSTA MESA CALFORN A 92828 (714)751-4594 LANDSCAPE MAINTENANCE DISTRICT NO. 3 VICINITY MAP GENERAL NOTES SHEET INDEX T-I TITLE SH M- 7 L-1 RRIGATION PLAN PROJECT �LOCATi01� L-2 PLANTING PLAN 6T 1. M Encroachment PenTtft shall be obtained from the City Engineer prior b rrcommencing any woAk. L-3 IRRIGATION DETAILS a TRADEMARK $i > 2. AM work shah be performed according to current City standards and the Standard Spectflcations for Public Works Construction. L,-4 IRRIGATION & PLANTING DETAILS •>c a: BENTLE ST 33. At the conclusion of rough grading, an agronomic soils report shall be furnishd to the City Inspector and all such recommendations y,� from such a repos shall supersede soils amendment reoommendatbns shown on the plans. L-5 SPECIFICATIONS LL TRADEMARK > co w z _ cO 4. Upon oompletbn of Installation, a maintenance period of one hundred and eighty180) days Is required prior to Anal acceptance of the L-5 SPECIFICATIONS O U > work by the City. Maintenance shall lndude mowing, weeding, Irrigation, pruning, raising tree root balls which settle below grade, co fertfiltring and apptyfing such sprays as are necessary for proper care and upkeep. Maintenance also includes all repairs, replacement, 4TH z I cle-Nng and adjusting necessary to keep the irrigation system in good working order with proper coverage. f&n_Vf1 gffVMLAIts for > JbgL-=1n1enPnGa tserlldahall be apRrgved In wrltlnp by the City JnlvacloL Maintenance period shall be adequate to verify L-7 SPECIFICATIONS plant characteristics and establishment. z S. Orn controller chart shall be provided 1Dr each controller. Controller chart shall be the maximum size the controller door will allow L�„Q SPECIFICATIONS W and aha!! show Me area covered by the automatic controller. The chart Is b be a reduced drawing of the actual as-built system. V z However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be rowWde when reduced. The chart shall be a btackline print and a different color shall be used to show the area of coverage of each L-9 SPECIFICATIONS SAN BERNARDINO FWY ststlon- When completed and approved by the Public Works Inspector, the chart shall be hermeticalty sealed between two pieces d pW tic, each piece befog a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be oompleted and in place prior to Anal acceptance of work by the City. 6. r wide x 6' deep concrete mowstripa shag be provided between all shrutYgroundoover areas and turf areas. Mowstrips shall also be provided beneath metal fending and where City maintained areas are adjacent to privatety maintained areas. N.T.S. 7. Sbvwsac layout Is conoeptual o*. Approval of the Anal sidewalk layout shall be made in the Reid and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP A.id oDrxRtioce as approved by the Public Works Inspector and Project Planner prior to final construction. CONSULTANTS S. Application of any chemicals shall be by State licensed personnel. CIVIL ENGINEER: MADOLE AND ASSOCIATES 9. Any trees within Ave (5) feet of watts, waNks, curbs or other potentially root-damaged hardscape shall be Installed with rootcontrol 1820 E. 16th STREET barriers. Prior to backfilling tree(s) planting, contractor shall have the City inspect root barrier Installation. SANTA ANA, CALIFORNIA 92701 10. No trees shall be planted within three (3) feet of curbs. (714) 835-2548 _ 11 . All tees ars to be looted: ten feet from any street light, power pole, or reinforced concrete box; five feet from any drive . •,,-� 1 ; . . , ; , approach, fire hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any water meter or sewer One. CLOSSON & CLOSSONL A N D S C A P E ARCHITECT U RE 1855 W. Katena Ste. 230, Orange, California 92667 (714)639-2252 U =3 �• 7 — 111 I . 1 . 1 t �ail i r F� _ I •-,..• — - ---• LANDSCAPE QUANTITIES - AJCAM G O . u MEDIAN AREA ONLY O (� • = 1. :20 ACRES IN R.O.W. ': • , _ - 2. 8800 SQ. FT. IN CITY MAINTAINED ARE4 - 3. .0 SQ. FT. OF GROUND COVER & 8800 SQ. FT. OF TURF CITY \ . ii I •i I i , i , 4. 16 TREES IN R.O.W. a/ r DESCRIPTION OF REVISION DATE PRO ® APPROVED. 5. BENTLEY STREET 2-36" BOX PINUS ELDARICA �- .,. T � � CITY OF RANCHO CUCAl1�ONGA TOTAL: 8 TREES 1-24" BOX PINUS ELDARICA O ` 2-24" BOX EUCALYPTUS SIDEROXYLON " _ 1-15 GAL EUCALYPTUS SIDEROXYLON F" Z THE GA � SWAY II MEDIANS \ _ 1-24" BOX PLATANUS ACERIFOLIA t J 1-15 GAL PLATANUS ACERIFOLIA v E ':, RANCHO 0.JCAMONGA. CA. PAR:`r_L 2 MAP NO. 9498 '-� �> - -- �- , . , N.T. -- I•' '� , RtNKER-REITER DEVELOPMENT 318(! Rts_.LMAN AVE i.OSTA MESA CA. 92!;26 "'i4)751-4594 'VIE" 6. TRADEMARK PARKWAY 2-15 GAL PINUS ELDARICA APPROVED 8Y ( DATE r TOTAL: 8 TREES 1-24" BOX PLATANUS ACERIFOLIA CITY ENGINEER RCE NOg? 3-15 GAL PLATANUS ACERIFOLIA �. '. �_ �� DESIGN kE1 YV Eti—' P 2-15 GAL EUCALUPTUS SIDEROXYLON DkA*N SHE T II 22 -- --- - - _� Or 1d _ 88-041 .02 HE CKE D — — DN�w 'v NO kCE NO —,�fl — — — -- DATE — — — FILE NO — Project O —Project Sheet No. `7 of A� DESIGN CRITERIA AND CONTRACTOR RESPONSIBILITY Pressure Calculations Irrigation Notes City static water pressure : 110-115*Hydraulic gradient - HwL: 1285 NATER METER # - --N/A-- `_ SIZE 1- 1/2' Diagramatic Plan GOA-AG'�O D LoG I� �I�Ld SCIS I� Eievation of water source (top of curb ) : N A 12135 I "` G. This system is diagrammatic. All pipe, valves, etc. shown within paved I�lLN Gw mer4 i 601 1��OI, �, Je4r-s �V- U6015 ELEVATION _ _ _ areas are for design clarification only and shall be installed in I Meter size: 21' Service size: 2" x .433 = P.s.t. planting areas wherever possible. Name of water supplier- Cucamonga oomty Water District required rerinkler adjustment REMOTE CONTROL VALVE 6 SIZE 1 1/2 S p � q Pressure data given by: Russel Silva MAXIMUM DEMAND 58 G.P.M. The irrigation contractor shall flush and adjust all sprinkler heads for optimum performance and prevent overspray onto walks and roadway as much Phone no . : 987-2591 ELEVATION as possible. This shall include selecting the best degree of arc to Contractor is to verify static water pressure with water supplier before PRESSURE E R.C.Y. P.s.I: fit the existing site conditions . installation . If different from noted above , contractor is to notify SIZE ITEM P.S.I. Field conditions owner for instructions . Failure to do so could result in contractor 1 1/2ff WATER METER 6.T -4 being responsible for changes that might occur . - Do not willfully install the sprinkler system as indicated on the 1 1/2 R.P. BACKFLOW DEVICE 9.0 drawings when it is obvious in the field that unknown obstructions or Irrigation system has been designed for a minimum of 75.20P .S. I . pressure 1' GATE VALVE .30 grade differences exist and should be brought to the attention of the 1 � �a� at maximum Bb GPM. owners authorized representative. In the event that this notification VQ 1 1/2 MASTER YALYE 4.0 is not performed , the contractor must assume full responsibility for � 2 PRESS. REG. 10.0 revisions necessary .egulatel system to 115fw/ back up pumip systgn. i 315' MAIN LINE LOSS L3.2 Swing joints . ►� ` , o ,i �� ��' 1 1/20 REMOTE CONTROL VALVE 4.0 Install all heads with 'I"FI rL� swing LATERAL LINE 2.5 joints , using two street ells , as per detail . 1 \ + yam p���`�4) FITTINGS LOSS (10%) .5 JA 3, „ �ti r ,��1+ Ap�V m / `�� ELEVATION CHANGE Coordinated work ' It is the res y g TOTAL SYSTEM LOSSES 45.20 ponsibilit of the irri ation contractor to familiarize himself with all grade differences , location of walls , etc. He shall 1 coordinate his work with the general contractor and �A U' ` PRESSURE RE AT HEAD: 30 other subcontractors , for locating pipe sleeves through walls, under roadways TOTAL PRESSURE REQUIRED: 75.20 paving, etc. i TR STATIC PRESSURE AVAILABLE: 110 s'�'�!1�►..,� �� , ��± ` REG. PRESSURE AVAILABLE (PRE-SET): 90 Minimum pressure & Maximum gallons required \ f2 ` The sprinkler system design is based on a minimum operation pressure and f, �► RESIDUAL WATER PRESSURE: 14,80_ p a maximum demand at the point of connection as noted on plan. Before Q • CITY RESIDUAL WATER � )f�r PRESSURE REQUESTED: 15-20 PSI installing system check point of connection and immediately notify ! GIT-f if presssure is not as noted or gallon per minute is not available . r �2 Water line under paving O7ec ��4 *� A - All mainline under paving shall be installed 24" deep. All lateral P lines under paving shall be SCH 40 PVC and installed 24" deep . EXTEND ♦ Ii � rI ��� 3 SLEEVE 12" BEYOND HARDSCAPE ABOVE BOTH ENDS -�s,Ss � • r �♦ 4, Irria- ation Le end 1 . C V • \ = " <` ,0. flu \ SYMBOL MANUFACTURER MODEL NO DF_SCRIPTION RADIUS GPM PSI I � 1C! J`� �r �vL ® RAIN BIRD '1806-SAM-PRS-15F LAWN POP-UP 15' 4.0 30 �� •♦ {..�/ ♦♦♦ G 'j" �-1" '� E /� rillls"r�Pl4 ��` \ 11Z" ` RAIN TRD 1806-SAM-PRS-10H•LA LAWN POP-UP 10' . 65 30 ` \ I - r GLoK e- - �.l� OL L Ti L#� 11.I - '� �4' N` 1%101%10♦� � \� � \ ��I �HAE a- I1Z © p V RAIN Blkv♦♦ r1806-SAM PRS-lOQ-LA LAWN POP-UP 10' 1. 3 30 f�' 1j14! \ Zo0�4 �OLLrtg e0C-LO5L1F-e k]iTN C/^L- GeOsr- „ Ir I/Z PJUM3IPD 1806-SAM-F ISS-10T-LA LAWN POP-UP 10' .52 30 ♦ \ '/`� s RAIN BIRD 1806-SAM-PRS-15Q LAWN POP-UP 15' 1.0 30 \ Zt7X12 ST Tl L`} GOf-)Tg- r-, OFJd G 1�}TIzOLJ f2- � 3 L � RAINBIRD 1806-SAM-PRS-1 LAWN POP- 5'I UP 2 �I 3 15 1. 0 11 .� - - \ t�!� ^ � � I,,�ILL 6E k11R-gyp To Of'E�,ATE ice-{ PN ASE I d Z \ !/Z \ � �L RAIN BIRD 1806 SAM PRS 15H * LAWN POP-UP 15 2.0 30 \!. VALVES /�GIF�/INST�Lt- 2� ('G fF�F'AN�NT � \ RAINBIRD 33DLRC QUICK COUP E R INSTALL 6" FROM HARDSCAPE OR HEADER IN TURF , \ \ FEE � CONT" rY;TA4I_ TI:Lr.I'H�IE ABLE Q \ �4 ` AREAS INSTALL IN VALVE BOX (PER SPEC. ) \ RAINBIRD EFA-CP-PRS AUTOMATIC VALVES - SIZES NOTED FuTuR� � \ \ �/��' � \ \ �t.Lpu�T ( MODEM 110 Vo LT GONTI OOL -- \ - \ \ 1/Zr �1� \ ►� LINE SIZE- GATE VALVES NIBCO T-113 YoW E fz. SEE �MGL a'SEA PET,4I I�. \ y r � \ QBACKFLOW PREVENTION DEVICE _ FEBCO 825Y 1 1/2 3�" L ���� ,<U' ♦♦ © WATER METER - REFER TO CIVIL PLAN (1 1/27 �J" �3 r ♦ ® CONTROLLER: CAL SENSE 2000-12 STATION MOUNTED N A MEYERS-MEUG -1-M-285 ENCLOSURE \ LATERAL LINE. 12 COVER IN P.A. SCH. 0 PVC SCH 40 LA 4 18 COVER UNDER \ ♦ PAVING - SIZES NOTED. ti � PA IN \ � ♦ `Q/ � WILKINS 500 SERIES PRESSURE REG=JLATOR - LINE SIZE PRE SFT a 90 psi M- oil � ♦ PVC MAINLINE. SCH, 40 11�'AND SMALLER CLASS 315 2 A ' ND LARGER 18' ♦♦♦ nn��QJ COVER IN P .A . , 24 COVER IN PAVING - SIZES NOTED \ ® ` ♦♦ V 4 A ♦ � PVC ;SCH. 40 WIRE SLEEVE 1 ` '� '' ♦ �, _= PVC SCH. 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE.' 5 0 ♦ -.r & CAL SENSE # 1000S - MOISTURES SENSOR;PER DIRECtift OF MANUFACTURER 1 ^ \ 1 i CAL-SENSE 2' n+-2 FLOW SENSOR t I 1 © Harcle102 MASTER VALVE. PER CAL-SENSE MANUFACTURER'S RECOMMENDATIONS 1 INDICATES STATION NUMBER 1 NOTE. INSTALL ALL CAL SENSE & DATA INDUSTRIAL EQUIP. INDICATES CONTROLLER 1 �� ►�zr OER MFGS.' SPECS. & RECOMMENDATIONS. FOR ADDITIONAL 0— INDICATES GPMINDICATES VALVE slzE 1 l � HELP OR SERVICE, CONTACT TOM GENTILE AT GENTILE U, � P o 'ect Limit L ASSOC.S PHONE * (714)458-0129. MANUFACTURERS REP. -- 1 Q �N �� ,,�,�,,,,,.,�,�„„�,�,,,,�� ,,,.�„��,, � � ��� ������ WILL DIRECT INSTALLATION OF MOISTURE SENSOR UNDER ,3c _ 1 THE APPROVAL OF THE CITY INSPECTOR. USE ONE CAL-SENSE �= oc9 c MOISTURE SENSOR FOR EVERY FOUR VALVES. � I NOTE: INSTALL CONTROLLER, BACKFLOW PREVENTION DEVICE U' 9 4 c 0 gF_ V- M�fry ¢ 6000 T O P4� 1 , 1��l.cX �o12I110 -s�o � BENTLEY �3 8 - STREET s ' AND OTHER EQUIPMENT IN R.O.W. PER CUCAMONGA COUNTY co�l' oLL�� U / c 1 ice`' '�� pc�ErE WATER DISTRICT. ��.,' �C�}f:� DESCRIPTI of RF vISICN DATE �' T ���' �✓/¢n� Jnu \ ' % ^- F APPROVED 1 14 NOTE: INSTALL WITHIN MEYERS ENCLOSURE: RAIN MASTER \ — - -- ------ ;,z„ rZ ® � CITY OF RANCHO CUCAMONGA 24PC PERMANENT REMOTE CONTROL PIGTAIL & TELEPHONE Ile --�-Z II /_V-AL v �� _ CABLE FOR FUTURE MODEM. r D S A A 6 ,� �,s} — -r• ro THE GATEWAY II MEDIAN OF CAO RANCHO CUCAMONGA. CA. PARCEL 2 MAP NO. 9498 RINKER-REITER DEVELOPMENT 3188 PULLMAN AVE. COSTA MESA CA. 92626 (714)751-4594 wii ���i��iii ��i��siiw���.w►s�s�w��w.��►ii„�►s�►ii�swiww� �i�wi��si�wii�iiii��.iwi��.�lr-_ APPROVED BY DATE Project Limit Line Plan Cross References CITY ENGINEER RCE NO g DESIGN For notes & legend, see sheet L-1 Scale - -� - --- - // i Dkt*N FLEE T For details, see sheet L- 3 11/=20/ For specifications, see sheet L-4 -- -- --- --2—OF 1- CLOISSON & CLDSSON 1-0 -010 1�-I -.,ECwE -,k4* N', NO LANDSCAPE ARCHIT ECTURE For corresponding plant plan, see sheet L-2 lo-�*- g� �_ ��- _ - _ _ . PC E No -. - - -J, 1856 W. KATELLA - STE. 230, ORANGE, CA i2E6T .714)Q39-2252 88-'Q�} 1 .02 �1-26 P� � P _JLJ���----- DATE FIDE r�C _ — • Project Sheet No. 2� ofi Planting Notes Now Weed control Where perennial weeds exist on site at the beginning of work, clean and I remove these existing weeds by mowing or grubbing off all plant material . Upon completion of soil preparation and planting of all I specimen trees begin weed abatement program by applying 100 pounds of a commercial fertilizer 46-0-0 per acre, per manufacture's instructions. Water all areas four (4) times daily for fourteen (14) consecutive days until weed seeds have germinated. Cease watering for three (3) days. Spray a non-selective, non-residual, systemic herbacide to eradicate ' germinated weeds. Let the weeds die without irrigation for a minimum of i seven (7) days. Rake or hoe off all dead weeds to a minimum depth of 1/4 inch below the surface of the soil. If stubborn and residual weeds !����►�►���,_ (i.e. Bermuda) persist eradication procedure should be repeated. The type of weeds that exist should be indentified and coordinated with an approved licensed control 1 ®ice pchemical and seasonoftappli application. Do not useensure mater a compatibility or mth d that would adversly effect new plantings. -6Y✓TEr'IQTIG {-}E� .iIDo1_ SP�•YIN�a PF_ Z� ,IP_p by 4, C.&w F. LIGEr16E0 PEST/ SEED 6,0HTFZAGT0fZ ONLY WITH GI's`( Mfz� 16151014. Soil test After all soil has been imported to the site but before soil c -•-: q `�� ��'l �V ��' preparation, the contractor shall furnish a copy of soil tests for agricultural suitability and fertility (prepared by a California Association of Agricultural Laborabories member) to the G I-7Y . 1Gi 'C r L • Ati �� �'*b.% Soil preparation Rototill the following amendments into the soil at rates indicated per D�� = 1000 sq. ft. . 1 4 cu. yds. Nitrogen stabilized sawdust --�!! r 150 lbs. Gypsum sw��`��` � 2 . • � ` 12 5 1 b s. Gro-Power Plus `�� ` �� • NOTE: Soli report to supercede soil amendment eedommendations. NOTE: CITY TRAFFIC ENGINEER TO APPROVE TREE LOCATIONS FOR �'0 • a'` �� • SIGHT LINE VISIBILITY WHERE * IS SHOWN ON PLAN C � t ��� DOTE: HAND WATER TREES DURING WEED CONTROL PROGRAM \104 _� � ,•� Le end, Plant Palette ccee .. ,(V = 4 7.48 F S. J TREES �� minimum stopping distance SPACING 0 \ A Eucalyptus sideroxylon Red iron Bark 13' line��. """""""-' ne of sight B Pinus eldarica Mondell Pine 12 i � . -L'^d',;.• \ . . - � \ --- C Platanus acerifolia California Sycamore 14' \ \ - TURF HYDROSEED MIX \ \ •• + • • '. ^ Rebel II fescue 210 lbs\acre Apache fescue 210 lbs\acre \ !� 2 \ \ \ Kentucky blue 50 lbs\acre Conwed or silva fiber 2000 lbs\acre \ \ U \ Ecology controls M-Binder 75 lbs\acre \ \ \ • .�-•�. * \ . To be tilled into soil prior to hydroseeding: ( PER SOILS REPORT ) Sta-Grow 17-13-3 400 lbs\acre \ 7 ` �0\ �� Seed mix available from: Xk PECOFF BROTHERS NURSERY - (619) 744-3120 \e ee NOTE: Berm all turf areas with a 5:1 max. slope, refer to `�� ���e engineers plan for swale. `� •� �Gr Install "Deep Root" barriers stem per manufacturers 2 \ specifications on Pines and other trees within 5'-0" of curb. AD trees in turf areas to have arborgaurds or approved equal. 11 � CLOSSON & CLDSSON L A N 0 5 C A P I A R C H I T E C T U R E p \ I � • *�3 �\ -,,_ P -r 1565 W. KATELLA - FTE. 230, ORANGE CA 92887 714)839-2252 o�ect LimitSizing Legend - I - ,1 �►wwa�is��w� w.•�w►�I►i�rw���aw�iwi�wsi� - �sir.►�ws�wwwrw►.s . w—w.�..1•.w�w� R 1 39 1 Gallon �- 30" Box 1 �,o s. � s • Q � BENTLEY � "R 9T STREET �,� C 5 Gallon 36 Box - - i >\ * CJy DESCRIPTION OF RE VIS „N DATE APPROVED * - = 15 Gallon 42 Box �- Q- CITY OF RANCHO CUCAMONGA 1 G4 24' Box indicates quantity 1 1 indicates specie's o -- TIDE GATEWAY II MEDIANS 1 z 2 I -� - - ��` 1 \ 1 a�� 1 \ A v� 1 \f�ql Q��P RANCHO CUCAMONGA. CA. PARCEL 2 MAP NO. 9498 i of RINKER-REITER DEVELOPMENT 3188 PULLMAN AVE. COSTA MESA CA. 92626 (714)751-4594 ����iiw�.���i����ii���ww���wi�w.��iww�w��wsw�w►s��ss��►®�i��I.sew...w��������iiw.�.�w���iiww��w�w� APPROVED BY DATE Project Limit Line y, Plan Cross . References CITY ENGINEER RCE NO DE51CN 1, For notes & legend, see sheet L-2 Scale -- -- -- - - -- ---For details, see sheet L-3 1"=20' °`' "HE E z For specifications, see sheet L-4 M --- - -- _ __of __1 __ +E�wE _ For Corresponding irrig plan, see sheet L-1 �_ �� _ RCE NO -'kL* N� "0 - -- - - - - --- 88-041 .02 J ii - — DATE - - - - FILE NCJZ- 5 Project Sheet No. q of 1(e -- CONC- VALVE 10X•1 C.1. COVER NOTE: PARKED '1RRIGATION RCv• � 1. ca1Pmm >o r INSTALLED At A NiBp OF 14• FROM my STRUCTURES HA ucTvlts IlDSCAPttK.. *CMR ISTY• LOX i LID CHRISTY CONC. ' t. Au AIM BOOM ASSMT SMALL RECEIVE (2) COATS OF RED PRIMER ANO (l) COAT TO SPRINKLER • ANCLE PIPE TO E1TECOR DtAMLL • COLN AS SELECTED IT L41IOSCA►E ARCNITtCT. VALVE BOX ROUND CONC. VALVE BOX 1 COVER SPECIFIED DEPTH WITH 45• ELLS J. 1Rt* REIT li RtXT r0 A STRUCTURE (1•. WAIL, WItOIIK. ETC.) MDUlItT TEST COCKS 011 W/ C.I. LID PARKED "IRRIGATION GATE• SCH 40 PTC HALE ADAPTOR WD N 8011-STRUCrM SIDE. 'CHRISTY• FL8 BOX 1 FLSO LID (OR EQUAL) I- IN LAW AREAS SCH so PTC (plot ----•-----•-----•--•• ---BACKFLOW ►REVELATOR ASSEMBLY PRESSURE REGULATOR FINISH GRADE 3• IN PLANT BEDS FINISH GRADE BRASS NIPPLE � WITH GAUGE LINE SIZED BRASS � ' GATE VALVE BRASS NIPPLE - TYPICAL (4) PLACES >u 1' IN LAWN MEJLS 'SNAP•TITE' WTERPROOF CONNEC70Rs MALE ADAPTOR ail+ BRASS 90• ELL - TYPICAL (2) PLACES = �Ilj �1 till 30 IN PLAi1T BEDS ELECTRIC CONTROL VALVE 150 ELL = k - ` III =;i. l• I�; FINISH GRADE ----------- BRASS NIPPLE BRASS WYE STRAINER WITH 60 MESH MAINLINE � BRASS UNION "EL SCREEN w ��; �a. fl� ••c: ' ~ � £k--k PIG TAIL EIPIWSION G"THICK x 12" WIDE CONCRETE PAD 18 MIN. COVER LOOP (MIN. 24. 1010• _ (LENGTH VARIES PER MANUFACTURER) BRASS GATE VALVE • r BRASS ANGLE GLOBE 12" SLOPE TO DRAIN AT MiNI1TJM 21 )1.><_ WITH BRONZE HANOVI¢FL �_- VALVE W/UNIOR o = FLOW CI I --FROM WATER SOURCE FINISH GRADE - +- ,--mss NIPPLE °G r�. _ rr''II'' ffII • j o . s �•� -—3/4• WASHED CRUSHED • v 4 3/4. VAM CRt>>51tED .• ' o •o ° - AGGREGATE BASE AGGREGATE 11121 -, Till, � _ uu = Ili' I lil dill UIIII iiia BRASPLACES LE - TYPICAL Q j •� o • I!I I I i IV r'F SCH 80 PW NIPPLE ^ - � vm 12"r12'�1 R T 2 ONC90: COKPACTIpN THRUST C - TYPICALCONCRETE SCM 40 PY,C IMIE ADAPTORS � _ �--=- ----�--- - . __ .,; - .. ,��M i ColtJN MIRES REQUIRED US BLOCKS l (2) PLACES m _ SCH 40 PVC KALE ADAPTORS SCH 40 PVC S�cSsT TEE Ott) TYPICAL 2 PLACES( } �: PRESSURE S{I►PLT LINE LIME TO SYSTEMS COMM I. PLACE AMIGATE PRIOR TO INSTALLATION OF VALVE BOX. � COMMON BRICK 1. INSTALL ut cpNTRoI turfs A MINnUM _ FLOW---� Oi lr FROM su=ms oR wtRoscAr LNG. 1/ 2 CU. FTP :. INSTALL EA GRAVEL FurEs IN PLANT BEDS R - MtE fYER 1'OSSItIIE XT -- BRASS 90 ELL TYPICAL NE TO SIDEWALKS. J _ (z) PLACESMANUALLY COMPACT ALL SOIL AROUND BOX s• PLACE VALVE pox AT RIGiR A1KLfs TO sTRUCTu(Es OR ItARascArlN6. 4. PLACE AGREGATE PRIOR TO INSTALLATION OIF VALVE 101. S. ATTACH •CHRISTY• VALVE IDENTIFICATION TAi WITH APP10PRIATE CONTROLLER An VALVE NUBER . TO C0IITROL WIRE. REDUCED PrUIESSUPtE BF. PRESSURE REGULATOR GATE VALVE REMOTE. CONTROL VALVE NOTE : - ROUND CONC. VALVE BOX b COVER MARKED "QUICK COUPLER'. USE 'CHRtSTY' FLS BOX HARDSCAPING I. LOCATE HEAD 2" FROM IMLKS, CURBS, NAROSCAPING, NOW STRIP, HEADER IUARO, ANO AND FLN30 UD OR EQUAL EDGE OF LAWN. 2. LOCATE STREAM SPRAY/BUBBLERS 6- -FROM ALL STRUCTURES. AND SPRAY HEADS 12" FROM ALL FINISH GRADE STRUCTURES IN SHRUB AREAS OUT 6" FROM ALL STRUCTURES IN GROUND COVER AREAS. 2. USE TEFLON TAPE ON ALL RALE THREADS. STRUCTURE OR _ _ RAIN BIRD S LRC WITH YELLOW RUBEER CAP - SUPPLY ONL KEY HAItDSCAPING — —� -� r 4. INSTALL HEADS WITH INTERNAL CHECK VALVE ANO/OR PRESSURE COMPENSATING FEATURE AS PER 12 t?Cv's INCLUDING HDSL PER THE IRRIGATION PLAN. SWIVELS. 1/2" ABOVE FINISH GRADE P- NR AG ►EMISII GRADE INSTALL IN 18• , POP-UP U6 HE AG IED ONLY Maximum -III z t CLEAN f MILL • SEE SPECS. FOR f1N1SN GRADE � � MATERIAL. 90% COWACTION REQUIR:: r CLEAN BACKFILL - SEE SPECS. FOR s ^ =- _ do .- .I =I ='1 �IIIE MATERIAL, 9010 COMPACTION REQUIRED _ � T - NON•MtESSUR T - � : SAND _ E U ECTAL IN , i M _ _ - LINE II• il � _ — I � Ii �. ;ILII -- _ ll ;Ill STAINLESS STEEL BRASS NIPPLE scttEW CLAMr � SHAKE PIPE IN TRENCH BRASS 90' ELL MINIMUM (3) PLAcEs - NON-PRESSURE LATERAL LINE SLEEVE tt11 BRASS 90' STREET ELL SIZE TWICE DIAMETER OF NON-PRESSURED BRAss lltrrLE - 6" LONG — P4 REBA,R sTAlc£ -- LATERAL LINE _ , I CONTROL WIRE SLEEVE - SIZE PER PLAN ! `3 CONTROL VIRES IUtOIE AND TAPE = e BRASS !W' S'T'REET ELL (24" LONG) 1 e - AT 1s O.C. AM NTA 0 INSTALL ll AOJAC !1' INSTALL ADJACENT - E DJ CENT TO PRESS SUPPLY URE SU L �• �r N _ - SCH G t30 PVC NIPPLE � B �� �-: TO PRESSURE SUPPLY lr LIN - z _ LINE � ,� �� E a _ - � _ SCH 40 PVC TXT 9d'ELL = H Pr N - - i SC SO C I F PPLE P ' ----- RESSURE SUPPLY LINE SLEEVE - - �'•_ • 6" LONG MARLEX 9d'STREET ELL S E SIZE PROP BOE r of GLEAM eAcK�nl TWICE DIAMETER OF PRESSURE SUPPLY • LINE ► - 6 TYPICAL X= TYPICAL -- PRESSURE SUPPLY LINE: sC►+.40/C1.2tS SNAKE PIPE IN TRENCM _ NOTE !TE. -PRESSURE LATERAL LINE 9 FITTING 1. ALL SLEEVES TO BE SCH 40 PVC. PRESSURE SUPPLY = I. PIGTAIL AND LOOP CONTROL WIRE AT All 909 CHANGES IN DIRECTION. . LIKEFITTING -- • I „ MARLIX 90 STREET ELL 2. EXTEND ALL SLEEVES EES 12 BEYOND EDGE OF HARDS AP C INC AT BOTH ENDS. . PRESSURE SUPPLY.LINE TURF POP-UP' HEAD QUICK COUPLER TYPICAL SLEEVING TRFNCHING DETAIL Hruc•1•M 4B5 ENCLOSUW ELECTRIC METIER ' p� COLOR COD[D MAP FOR VALVE CL OSSON & � OSSO V LOCATION INSIDE (tFiR. SPEC'S.) L A N D S C A P E A R C M I ' E C T U R E SLIP BASE SOCKET OVER END OF W — ——1 I �` el-sense 2000(PLAN SItED) WALL MOUNT COWMLLER - T655 W. KATELLA - STE. 230, O R.NGE, CA 92997 (714)939-2252 MOUNT WITRIN ENCLOSURE. 120 VOLT MIRE 1N RIGID STtEL STRIP WIRES APPROX. 5/8' FR DS. CONDUIT (n a LOLL COD[) ST TWIST ENDS TOGETHER ON-OFF SWITCR AILD 110 VOLT _ RETIERIOR OUTLET TO Be P2O1IM BT APPLY SEALER TO OUT z OF CONTRACTOR. SE ' ' t,PLL C _ Y W1 SEALER F NI I COM" VIRE/CONTROL VIRES IN sw - v + _ 1 ._ $CBE. 60 PVC CONDUIT f � CRIMP SLEEV °� ER WIRE ENDS. 6w �- 2' lI 2' E 4" CONCRETt FOOTING SLEEVE CUT OF EXCESS WIRE MIM. ? INSTALL A MINIMUM 0► )" ABOVE CITY STEP2 A +' •01 d : CRADE AILD SLOPt TOP TO DRAIN DESCRIPTION OF REVISION DATE APPROVED IIu 4 "?► AT A MINIMUM 0► 2% PULL s ;KET OVER WIRE „ ,I I• .. I ' END AS °�:S POSSIBLE - II - �I� �� t� �� �P 12 DIRER 6�RIAL WIRING TO CITY . OF RANCHO CUCAMONGA _ VALVESa BUNDLE AND TAPt tVLRY 15 R. O.C. INSTALL WITHIN MAIM LINE MYCH. EALING INTO BASE SOCKET REItR TO DETAIL 00. � ,p S Ca STEP 4 THE GATEWAY II MEDIANS Notts /O G�-GSSGn :ASH WIRES TO E � BASE SOCKET TO ASSURE PCONNECTION i. muLL eormourt Ptt wt. PRINTED INSTRUCTION: MVD VER LOCAL oDDts !�' ' COMPLETE S� RIG OF LOCATION TO BE APPROVED IN ►tELD BY TILE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTIOV \ RAh1G'NO Cl1CAAAOtVGA CA. PARCEL 2 MAP NO. 9498 FINISNr 2 COATS ENAMEL PAINT - COLOR PER CITY AMWER-REI DEVELOPtENT 3188 PLN_LMAN AVE COSTA MESA CA. 92626 (714)751-4594 2. COKMOIN WIRE TO It WNITT AND CONTROL WIRE TO BE UO IN COLOR. WIRE CONNECTOR l- NO SPLICES SHALL It MADE BETVEIN CONTROLLER AND REMOTE CONTROL VALVE. 4. CONTROL WIRINC SIQUtNa CORRISPONDS TO OPtRATING SEQUtNCt 0► REMOTE CONTROL EP. APPROVED BY , DATE VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUtNCt. \ �'_ '� — RAIN — SIQUINCE SHOWN ON DETAIL IS FOR RETELENCt ONLY _ SEE IRAIGAT100 PLAN ►OR ,V� -� �. �,'e CITY ENGINEER RCE NO." 22397 BIRD PEN TITS r r CORAtCT VALVE SEQUENCE. DESIGN M �. f S R M ti C EC S. RUN ONE EXTRA WIRE (COLOR; ORANGE) TO FARTHEST RCV roe ►UTUR! USt. :=x �s� (j INSTALL-A 'RAIN GUARD' RAIN SHUT OFF. — - - 7 INSTALL A -RAINMASTER" REMOTE CONTROL PIG TAIL 0 R A w N SHE E T 88-041 .02 -- ; - A_OF - WIRE ,f�•� CHECKED DQAw�NG NO CONNECTION � RCE NO___ _____ __ _ 3 L Y. DAT - __ _ fl N z� �� Project Sheet No. l0 of II - �-alo , WALL MOUNT N ENCLOSURE 1' IN TURF AREAS CHRISTY CONCRETE VALVE BOX iJ P�Cc :+ a WITH 2-6' EXTENSIONS AND° �� ���� __ 'SNAP-TITE' LOCKING 2' IN SHRUB AREA ELECTRICAL COVER. FINISH GRADE xr. / CONNECTORS CALSENSE � LOCK NUT UF14 JUNCTION BOX '`' _ = FINISH GRADE WATER-PROOF — rou►ac / EXTENSION 24V -JUNCTION BOX �. — _ I %'• L — — — — COMMON WIRE VALVES — COMMON WIRE SENSOR CONNECTIONS JUMBO BOX 1 • • • • • • S PIPE BLACK RECOMMENDED FOR CONTROL � I DIAMETERS — RED 10 PIPE DIAMETERS ~� LARGER CONTROLLERS. VALVE CONTROL WIRE BURY WITHIN 30° MAX 30° MAX FLOW 120 VOLT WIRE / ROOT SYSTEM — I II IN RIGID CONDUIT �.f- CONTROL PER LOCAL CODES ° WIRES \ 2 1/2■ MAINLINE COMMON WIRE/ CONTROL WIRES ANY LENGTH 2 1/2° IN RIGID CONDUIT. CALSENSE 14 AWG WIRE - TO SENSOR c 2 2 2 6c� FINISH GRADE WATER FLOW IN EXTENSION �— 2 1/r 2 ,/r 777 4 M ..'. PEA' GRAVEL 1111-1111=1111-IIII III-IIII. 6' MIrt o o . . --1111= 6, III—III 0� Q '� .r� p DRAIN SUMP OF DIRECT BURIAL 2. _1111 IIII____.IIII IIII=IIII=IIII=IIII-1I - I WIRING TO VALVES MASTER VALVE FLOW BACK—FLOW WATER METER HARDIE 102 SENSOR PREVENTER 1 1/2' 60' MIN. =1111=I I I I=IIII.IIII-1111=IIII.IIII -III(=I I(I-IIII.III CAL-SENSE FEBOO 825Y 2" 1 ,/r y - ' SURE REGULATOR • Wilkens 500 series 2,/r WALL MOUNT INSTALLATION CONTROLLER FL W INSTALLATI N MOISTURE SENSOR INSTALLATIONO O SENSOR INSTALLATION , DOUBLE STAKINC 2 CINCH TIES OR 16" V.I .T. twist brace, flanges screwed to lodgepole pine stakes with galy. screws alio -MESS IN '((�2� � S t0 1 2" dia. ksdgepole pine stakes 100 long (2) with wood preservative stain. stake a miniMum i-WVC AqLnoF - I1 of 12" into undisturbed soil and align stakes C�4Frf�S , O Z- parallel to center line of street. (use 12' stakes for Eucal tus) LOOQi►Ott TO 99 TRWATCO. II p_Ae_e0 1i 4 gravel backfill I 1 finished grade r Deep root or equal control planter 22-29- 11-P where required or approve4 = equal T L � sck fill free of rocks 1" in dia. or greater CITY STANDARD 605 a) _ TV*" ROOT V►u OriWTt:Jt � FERTILIZATION 5' min. GRO POWER TREE STAKING-V.I.T. TWIST BRACE DESCRIPTION OF REVISION DATE CITY APPROVEo CITY OF RANCHO CUCAMONGA USCQPf , !q •, c,LOSSO,���C'y, THE GATEWAY II MEDIANS RANCHO CUICAMONGA. CA. PARCEL 2 MAP NO. 9498 RINKER-REITER DEVELOPMENT 3188 PULLMAN AVE COSTA MESA CIE 92626 (714)751-4594 APPROVED BY PATE CITY ENGINEER RCE N0 L 9-7 DESIGN ENG DRGwN SHIFE T Of CHEP�-1 DPA*ING NO -- _ ----- -- RCE NO_ 88-041 .02 � � DATE _ --- ----- - FILE NOProject Sheet No. // of CONDITION IRRIG- ATIO.,-, N G. FNFRAL PFCIFICATION 1 , Contract Documents: Shall consist of specifications and its general I Scope of Work: III Materials: conditions and the drawings. The intent of these documents is to include all labor, m9terials, and services necessary for the pr6per execution of the work. The Sprinkler materials and equipment shall be of type size and location as noted and The Contractor shall provide all labor, tools, machinery, and processes necessary to documents are to be considered as ne, and whatever is called for by any part shall indicated on the drawings. Unless permission to change is granted from the Landscape be as binding as if called for by aN parts. install a complete irrigation system as shown on the plans and/or specified Architect or Cit s Representative, materials are to be new an in herein. When completed the irrigation system shall be a 100% coverage system in .y p � d perfect condition., No total functioning manner. deviations from the specifications shall be allowed. The decision of the Landscape Architect shall be final in the determination of the quality of ma 2. Verification: The Contractor shall verify measurements �n the drawings hihterials._ before beginning work. -In case of error or discrepancy in the drawings or specifi• 11 General Requirements: cations or in work of others affecting his work, he shall notify the city IV. Installation representative immediately. The Contractor shall be held responsible for any damage or loss due to his failure to observe these instructions. A. Verification of Dimension: All scaled dimensions are approximate. Before . proceedingwith an work the Contractor shall carefully check and verify all A. Excavation. Y Y fy 3. Material, Machinery, Employees: Except as otherwise noted, the dimensions. Spacing of sprinkler heads, location of valves and vacuum breakers, and Contractor shall provide and pay for all materials, labor, tools, and other items proposed P.O.C. shall be as indicated on the drawings. Any deviation from the-plans 1 . The Contractor shall verify exact locations of all existing subsurface utilities necessary and incidental to completion of *his work. must have the approval of the City Representative or the-f-andscape Architect. (mechanical and electrical) prior to :excavation. Any utilities, A.C. paving, concrete work, etc., destroyed or damaged by any work under this contract 4. Surveys, Permits • , Regulations. The owner shall furnish an adequate B.B Verification of Finish Grade: The Contractor shall inspect the site and shall be repaired or replaced at the Contractor's expense. survey of the property. The Contractor shall obtain and pay for all permits and comply check all finish grades within the work area in order to insure the proper soil cove-age 2. Trenches for pipe shall be cut to required grade line at a true gradient to with all laws and ordinances bearing on the operation or conduct of the work as drawn (as specified) of sprinkler system pipes. provide uniform support for the full length of pipe. and specified. If the Contractor observes that a variance exists therewith he shall promptly notify the city representative in writing, and any necessary changes 3. Depth of trenches shall be sufficient to provide a minimum cover above the shall be adjusted as provided in the contract for changes in the work.; C. Water Supply: The Contractor shall verify and be familiar with the source of top of the pipe as noted on the drawings. 5. Protection of Work, Property and Person: The Contractor shall water supply to the sprinkler system as indicated on the drawings. B. Joining Pipe: adequately protect the work, adjacent property, and the public, and shall be D. Permits and Fees: Theacto ntr r shall apply and pay for all necessary responsible for any damage or injury due to his act. Co s a permits and fees required in the pursuit of his work as required by the governing 1 . The Contractor is responsible to be familiar with the methods of assembling, • codes. 6. Changes In the Work: The city may order changes in the work. The joining, and installing the various type of pipe to be used. He will adhere in _ strict accordance with the manufacturer's recommended procedures. contract sum being adjusted accordingly. All such orders and adjustments plus E. Care of ExistingBuildings nSite: Th n r h I 'claims by the Contractor for extras must be made in writing before executing the g a d a Co tactors a I be heed . work involved. responsible for the care and preservation of all existing buildings and structures on2. No PVC pipe shall be threaded and all transition from PVC to metal piping the property and adjacent premises and contiguous property. Any part of them shall be by PVC male, thread adaptor fitting. injured, damaged or disturbed because of his work shall be repaired, replaced, or 7. Correction of Work. The Contractor sha�re-execute any work that fails to cleaned by him at his expense. C. Backflow Preventer: The backflow prevention device specified herein conform to the requirements of the contract and shall remedy defects due to faulty shall be verified with Local Plumbing and Health Codes. In the event of any conflict materials or workmanship upon written notice from the project manager for a period F. Review of Drawings: It is the Contractor's responsibility to review on the device or installation methods the Landscape Architect shall be notified of jlinety days (90) from date of completion of the contract. The irrigation system irrigation drawings and note any areas he believes additional heads or valves are PRIOR TO BID OPENING. shall carry a one year guarantee. The above paragraph applies to the work of required prior to submitting a bid. If no changes are submitted, the Contractor is subcon-tractors as well as employees of the Contractor. responsible for full coverage of the sprinkler system and providing additional D. Tests: equipment as necessary at the Contractor's expense. 1 . All main lines which have glued joints under paving in the 8. dSea pe—Cro-Ord i n a �tat-11S dinator tem shall be capped d and pressured tested at 125 psi. Ys pp ins as the aWhori•zedrepresentative of the---pity --+n conjunction with the-project- G. Governing Regulation: All local, municipal and state laws, rules and s a�the authority to acceptor reject materials or workmarrstYipand tQ- regulations governing or relating to any portion of this work are hereby incorporated 2. Pressure shall be sustained in the lines for six hours. If leaks p develo the joints shall be replaced and the test repeated until the entire make-make-+ninof changes--tri-work -not involving extra Bost. He will also interpret the into and made a part of these specifications, and their provisions shall be carried out by a�eanino,-Gfthe-eontraot ,ntsendnraystop-thework-4 necessary to insurerits the sprinkler contractor. system is watertight. � . •propeF-execution: 3. Tests shall be observed and approved by Citys repre�ntative prior to H. Diagrammatic Design: 4. When the sprinkler system is completed (and before planting backfill. . is. begun) the g 9. Clarification of Drawings Before Bidding: After reviewing the n . � 9 This .irrigation ,plan is diagrammatic only. All irrigation Contractor,, in the presence of the City" representative, shall test the drawings thoroughly it is the Contractor's responsibility to clarify with the Land- lines and appurtenances are to be installed behind the property coverage of water afforded the lawn and planting areas as complete and ,scape Architect or City's Inspector any questions the Contractor may -line outside of public right-of-way. At .no tine will irrigation lines cross a public street . adequate. The Contractor shall furnish all materials and perform all work have regarding the method of construction, quantities, or quality of materials indicated required to correct any inadequacir►s of coverage disclosed. . or called out. If the Contractor cannot contact the Landscape Architect or City's y L. Installation. All irrigation materials shall be installed in accordance with the 5. The Contractor shall inform the Cit s representative of any deviation from Representative, the Contractor must qualify his bid or accept the interpretation of the techniques and specifications set forth by each respective manufacturer. All. the Ian required b wind lantin soil or site conditions that bear on resent P q bywind, 9. p Landscape Architect or the Citys Inspecstor/Rep. on the questionable areas as they pertinent.descriptive literature issued by these manufacturers becomes part of coverage. develop during construction. these specifications after having been approved by the City authorized _ , representative. Such installation practices shall be followed only if the directions of ;`�:::� . ;E . CITY OF RANCHO COCA NIONGA the irrigation drawings and specifications do not thoroughly and completely order 4 10. Samples: The city reserves the right to take and analyze samples of materials for conformity to specifications at any time. The Contractor shall the methods or techniques to be followed. Install all equipment and materials as THEGATEWAY II MEDIANS furnish samples upon request by the city Rejected material shall be sown in details. v 1k. RANCHO CUCAMONGA. CA. PARCEL 2 MAP NO. 9498 immediately removed from the site and replaced at Contractor's expense. The cost of � � �- �- f D- -:�/_ ROWER-!LEITER DEVEIOPMRFNT 3188 PULLMAN AVE COSTA - 4594 J. Site Problems: The irrigation contractor shall not willfully install the �s� ��__ MESA CA. 92828 (714)751 testing materials not meeting specifications shall be paid by the Contractor. F r,� ` � _ sprinkler system as indicated on drawings when it is obvious in the field that there are unknown obstructions, grade differences, and/or discrepancies in the area � CITY APPROVED ENGINEER � R c E DATE 1 J_j_Q__ � 1 . Pre-Construction Conference: Schedule apre-construction meeting - - �-ala with the city at least 7 days before beginning work. The purpose of dimensions until such conditidns are brought to the attention of the Landscape X0. 18 51 DESIGN REC Ethis conference is to review an Architect, or City's authorized Rep.y questions the Contractor may have regarding the DRAWN SHEE Twork, administrative procedures during construction and project work schedule. 88-041 .02 oCHECKED DRAWING NLAND • CA / E ARCHITECTURE RCE NO_1&65 M. KATELLA - sTE "0. ORARM CA SM7 (714)630-2262 DaTE _ _ FIlE NO _ Project Sheet No. /ekof �(, E. Sprinkler Head Installation: V. DRAWINGS OF RECORD (AS BUILTS): C. Instruction: Aft r a the system has been completed and the connections made the Contractor shall instruct the City representative, in the operation and 1 . Shrubbery or groundcover. spray heads adjacent to curbs or walks shall be A. General: maintenance of the system. 1 installed 6" away from the curb or walk and the nozzle shall be12"above finished grade. The Contractor shall provide and keep up to date, in accordance with section "Projects D. Temporary Repairs: The City reserves the right to make temporary 2. Shrubbery spray heads adjacent to buildings, fences r similar Records," a complete set of record "as built" black line ozalid prints which shall be repairs as necessary to keep the sprinkler system equipment in operating condition. 1 g , o sim a structures The exercise of this right b the Cit shall be installed 6" away from the structure and the nozzle shall be12 above corrected daily and show every change from the original drawings and specifications responsibilities g y Y shall not relieve the Contractor of his finished grade. Shrubbery sprayheads not near paving or structures and the exact "as built locations, sizes and kinds of equipment. Printsforthis purpose under the terms of the guarantee as herein spee"fi ped. p g shall be set12"above finish grade. may be obtained from the City . This set of drawings shall be kept on the site and shall be used only as a record set. These drawings shall also serve as work progress 3. All sprinkler heads are to have swing joints as detailed. sheets and the Contractor shall make neat and legible notations thereon daily, as the PLAN or-"" I N G� PE., CIFICA 0 work proceeds, showing the work as actually installed. These drawings shall be I N 4. Install all sprinkler heads per- details. available at all times for inspection and shall be kept in a location designated by the Landscape Architect. F. Sprinkler Head Adjustments- I . Scope of Work: B. Required Notations. 1 . The irrigation contractor shall flush and adjust all sprinkler heads for optimum A. Furnish all labor, materials, and equipment necessary to provide and install plant performance and to prevent overspray onto walks and buildings as much as 1 . The Contractor shall dimension from two (2) permanent points of reference, possible. This shall include selecting building corners, sidewalk or road intersections, etc., the location of the materials as shown on the drawings or as specified herein. c g the best degree of arc to fit existing site situations. following items: ' a. Gate Valves 3 Work Included in this SectiooT (items included but not limited to): G. Closing In Uninspected Work: 1 . Grade, including mounding, molding and shaping surfaces of all planting b. The routing of the sprinkler main lines. areas as indicated including the removal of existing vegetation unless other The Contractor shall not allow or cause any of his work to be covered or enclosed wise specified. until it has been inspected, tested and approved by an authorized representative c. Corrections to the existing waterlines. of the City Should any of his work be enclosed or covered before such 2. Prepare and till soil in palnting areas including furnish of all soil amendments inspection and test, he shall uncover the work at his own expense and after it has d. The routing of the control wiring. as specified been inspected, tested, and approved, shall make all repairs with like materials necessary to restore all his work and that of other Contractors to its original e. Sprinkler control valves. 3. Furnish and planf all plant materials as indicated by the drawings and condition. � specifications. , f. Quick coupling valves. H . Backfilling: f sizes, materials and manu- 4. Perform all pruning as required. 2. The drawing shall show approved substitutions o s , facturer's name and catalog number. , 5. Stake and tie all plant material as specified. 1 . Backfill shall not be placed until the installed sprinkler system has been inspected and approved pproved by the Cities representative. C. Deliveryof Drawings Record. g 6. Provide for the maintenance of the planting until acceptance of the job by the City for 180 days 2. Trenches shall be backfilled with a minimum of 4" of fine, granular materials The contractor shall delivery the corrected and complete blacklines to the Land- to protect the pipe from the clods or rocks, the remaining excavated dirt can , scape Architect and City for approval. The information shall be transfered onto be used as backfill. The Contractor shall not place detrimental subsoil in the mylars obtained from Landscape Architect. Then give to city prior to final inspec- 7. Dispose of all debris and surplus materials. top 6" of backfill. tion. Delivery of blacklines will not relieve the contractor of the responsibilit of furnishing required information that may be omitted from the prints. Reduced as—built color chart sized to controller enclosure with sealed lamenated sides 8. Clean-up. 3. If settlement occurs and adjustments in pipes, valves, sprinkler heads or sod and velcro backing. Shaul be_ rO�-Pi'XPc4 -fir imide, OF'ccr miler CAHM-t . g. Guarantee. are necessary to bring the system to proper working order, the Contractor VI CLEAN-UP: shall, as a part of the work undE�r this contract make. all the necessary 10. Maintenance. adjustments without extra cost to the City A. Scope and Frequency: After all installation operations have been complet- ed, remove all trash, excess soil and rubbish from the property. All scars, ruts or other I . Automatic Controller and Valves: marks in the area caused by this work shall be repaired and the ground left in a neat and orderly condition thoughout the site. The Contractor shall pick up all trash resulting from this work no less than each Friday before leaving the site, once a week 1 . A 120 volt electrical power outlet to the controller shall be provided by and/or the last working day each week. All trash shall be removed completely from the others. The irrigation Contractor shall be responsible for making the hook-up site. from the outlet to the controller. Vil GUARANTEE : 2. All wire from the controller to electric control valves shall be solid copper U.F. #14=600 volt direct burial. Use white wire for common, blue for lawn systems, A. Scope: The entire sprinkler system shall be guaranteed by the Contractor aS to black for shrub systems and red for irrometer common control wire. material and workmanship, including settling of backfilled areas below grade for a Install in common trench with main line pipe where possible. Provide minimum 18" cover. period of one (1 ) yearfollowing the date of final acceptance of the work. If, within one DESCRIPTION OF REVISION DATE ciTr i year from the date of completion, settling occurs, and adjustments in pipes, valves, and APPROVED 3. Wire connections shall be made with Snap-Tite wire connector, sprinkler heads, sod or paving is necessary to bring the system, sod or paving to the CITY OF RANCHO CUCAMONGA proper level of the permanent grades, the Contractor, as part of work the under this contract, shall make all adjustments without extra cost to the City , including the SCAP 4. There shall b complete restoration of all damaged plantirg, paving or other improvements of any /�PHo a F THE GATEWAY II MEDIANS JSP\A e a control wire from each control valve running to the controller, kind. /�1`•\o�. and each control valve shall be connected to the common ground. ,� RANCHO CUCAMONGA. CA. PARCEL 2 MAP NO. 9498 RINKER-REITER DEVELOPMENT 3186 PULLMAN AVE COSTA MESA CA. 92626 (714)751-4594 5. All electrical work shall comply with applicable codes. B. Responsibility: Should any operational difficulties in connection with the — sprinkler system develop within the specified guarantee period which is in the �� APPROVED BY c GATE Y p g CITY ENGINEER RCE NO �97_ 6. Install all valveser details. opinion of the City inspector due to inferior material and/or workmanship,Pt . 01 DESIGN _ kf'� 'a-aEtiDE , J Calsense Moisture Sensor Said difficulties shall be immediately corrected bythe Contractortothe satisfaction Pressure Reducinq Valve- W ilk ens 500 Cal-sense Controller 2000 Of the City at no additional cost to the City , including any and all � , �-�o DRArrN ,,E E T Master Valve- Hardie 102 Cal-sense Moisture Sensor 1000s other damage caused by such defects. ��- �81 -- - _�OF (�'� DECKED O IRA*,NG No Sensor- Data Industrial 220p Flow Sensor Rain Master- 24PC Permanent Remote Contron Pig-Tail R c E L 88— � .�L --- - --- DATE ---- -- -- _ FILE Nr� - --- � — Project Sheet No./_3 of /� . II . Verification of Site Conditions : 6. The caliper of all trees shall be measured 4 above the surface of the ground. R Additional Requirements: For additional weed killing, refer to Planting Notes on the Planting Plan. 7. Where caliper or$ther dimensions of any plant materials are omitted from the � A. Excavation : The Contractor shall verify exact locations of all existing sub- I plant surface utilities (mechanical and electrical) prior to excavation. Any utilities. A.C. �t shall be understood that these plant materials shall be normal stock for typee listed. VII SOIL PREPARATION : listed.Paving, concrete work, etc., destroyed or damaged by any work under this contract shall be repaired or replaced at the Contractor's expense. r 8. Plant material shall be symmetrical, typical for variety and species, and shall A. Soil Report. Before starting soil preparation the Contractor shall submit asoil con>!oTm•,io measurements specified in the plant list. repo# to the city �` {� � B. Sub-surface Drainage or Soil Conditions: Should sub-surface drainage or soli conditions be encountered which would be detrimental to growth or 9. Plant material larger than those specified may be supplied if complying in all .�ert�►L survlval of plant material, the Contractor shall notify the Landscape Architect in other respects, and at no additional cost to the City , upon approval of the i writing, stating the conditions and submitting a proposal covering cost of correction. If Landscape Architect. &yl CII the Contractor fails to notify the Landscape Architect of such conditions, he shall be B. Compacted Areas: Soil areas that are compacted to more than 92% responsible for plant material under the guarantee clause of the specification. 10. All plant materials must have been previously inspected at the nursery by the during site preparation shall be ripped to a minimum of 12 19 2" prior to beginning soil County Horticultural Department, and shall be subject to acceptance as to preparation. These areas shall be defined by the Landscape Architect and be quality by the-Landscape Architect aro Ci+� billed as an extra if the unit price is quoted in the bid. C. Dimensions: All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, 11 C. Method of Mixing: If the slope is under 2'/2 to 1 the soilre aration p p and shall Immediately Inform the Landscape Architect of any discrepancy between the materials should be broadcast uniform) over all landscape areas and worked to a Substitutions will be permitted only as indicated, or if proof is submitted that any y p information on the drawings and actual conditions; refraining from doing any work in depth of 6" by a rototiller or other acceptable mechanical means to obtain a uniform said areas until given approval to do so by the Landscape Architect. plant specified is not available, a proposal will be considered for the use of the blend to the soil. If the slope is rester than 1 nearest equivalent size or variety with an equitable adjustment of the contract P 9 t a 2 /i to 1 the amendments shall be hydraulically applied lied for areas over 1000 square feet and raked in for small 111111 . Materials: price. areas. For the e soil amendment mix refer to the Planting Notes on the Planting Plan. 12. Quantities shown on the call outs on the Planting Plan are for the convenience A. Soil Amendments: of the �ontractoronly. Quantities drawn on the plan (whether by circles or dots), D. Extraneous Material: In addition to the work specified above the are the final authority and shall be furnished and installed as drawn. Contractor shall remove all extraneous material that is exposed on the surface, and Rototill the following amendments into the soil at rates per 1000 sq. ft.: grade to facilitate run-off of surface water. D. Seed Materials: E. DeliveySlips: Supply delivery slips from the supplier for the soil amend- 4 cu. yds. Nitrogen stabilized sawdust 1 . Seed shall be clean, fresh, ments to the site (Bulk loads from the Contractors' and will n c ea esh, new crop seed and shall be the mixture as noted In y of be accept- 150 lbs. Gypsum g the General Notes on the Planting Plan. ed. Supply empty bags for fertilizer to the Superintendent of the job.) 125 lbs. Gro—Power Plus 2. Seed shall be mixed by a dealer and furnished with the dealer's guaranteed VIII SHRUB AND TREE PLANTING : statement of composition and percentage of purity which shall be furnished to the Landscape Architect. A. Correlation : Trees and shrubs shall not be planted until all operations in E. Stakes: All stakes shall be as per details. conjunction with the installation of the sprinkler system have been completed, fina, NOTE: Soil report to supersede soil amendment recommendations. gradles have been established, and the planting beds properly prepared by cultivation and fertilization as covered iAhese specifications. IV OBSTRUCTIONS BELOW GROUND: B. Plant) ng Tl me: No planting shall take place during extremely hot, dry, windy A. Contractor's Responsibility: The Contractor is responsible for verify- or freezing weather. ing the location of all utility lines and other underground obstructions so that proper precautions may be taken not to disturb or damage such improvements. In the event C. Locations: Relative position of all plants and trees is subject to approval of of a conflict between such lines and plant locations, the Contractor shall promptly the city inrWhr and they shall, if necessary, be relocated at his direction, B. TOp SOLI: notify the Landscape Architect, who shall arrange for the relocation of one or the as part of this Contract. other. Failing to follow this procedure, the Contractor shall at his own expense make any and all repairs for damages resulting from his work. • 1 . Topsoil shall consist of a fertile, friable natural loam, of uniform quality; free from D. Distribution: No more plants shall be distributed about the landscape area subsoil, hard clods, stiff clay, hard pan, sods, partially disintegraded debris, or than can be planted and watered on the same day. any other undesirable material. V FINISH GRADING : 2. Topsoil shall not contain obnoxious weeds, such as morning glory, sore), oxalis, E. Container Removal : Plant containers shall be removed when planting spurge, annual poa, nut grass or Bermuda grass. A. Tilling: Till all planting areas as herein specified. theplants. Cans shall be split on both sides. An axe or spade shall not be used. All, containers shall be removed from the site. C. Plant Materials: B. Uniform Grade: After tilling, all areas shall be brought to uniform grade by floating or hand raking. 1 . Plant names used in the Plant List conform to "Standardized Plant Names" by American Joint Committee of Horticultural Nomenclature, except in cases not C. Grade Relationships: Finish grade of planting areas after application of covered therein. In these instances the established custom of the nursery trade soil amendments shall be 1 " below top of concrete walks and curb grades and 6" below j is followed. finish floor of building or as noted by spot elevations. I DESCRIPTION OF REVISION DATE CITY I 2. Plants shall be sound, healthy, vigorous, free from disease, insect pests or their i APPROVED ., D. Slope from Buildings: Soil areas adjacent to buildings shall slope away � eggs and shall have healthy, normal root systems, well filling their containers, from the buildings at 2% minimum for 10 feet, and shall continue to slope ata minimum CITY OF RANCHO CUCAMONGA but not to the point of being root bound. of 1 % until water drains to street or storm system. F� `°JS° THEGATEWAY IIMEDIANS 3. Plants shall not be pruned prior to delivery except as authorized by the ' E. Rocks OrClods: No rock or clods over 3/4" in diameter shall be on top of Giand Landscape Architect. In no case shall trees be topped before delivery. r� RANCHO C;UCAMONGA. CA. PARCEL 2 MAP N0. 9498 prepared planting bed. ;� = --_ {� RINKER-REITER DEVELOPMENT 3188 PULLMAN AVE COSTA MESA CA. 92626 (714)751-4594 4. All plant material shall be subject to approval of size, health, quality, character, �, - �,Q etc., by the Landscape Architect& City. _ C` ' APPROVED BY /� DATE VI WEED CONTROL: ��f� z CITY ENGINEER RCE NO 'IJ97 DESIGN f4f yy NC-E 5. The height and spread of all plant material shall be measured with branches in their normal position. A. - Killing Weeds: -- -- ---Contractor shall germinate and destroy existing weed seeds i ,�,�IO [�kA�N ,HEE T before preparing areas for planting. Sufficient water shall be applied to cause weed _$ oF 1Q seed to sprout. Young weeds shall then be destroyed and removed before they have _1131 —6-- HECKED RCE NO :PA* NG NO opportunity to set seed. 88-041 .02 --- - - DATE --- -- - - FILE NO Project Sheet No./4 of /0 . F. Planting Pits: All tree and shrub pits shall have a diameter of at least twice Y. SEASONAL COLOR : N/A No Seasonal Color X11 SEED LAWN PLANTING ( IF APPLICABLE) : the diameter of the root ball. Pit depths shall be minimum 12" deeper than the root ball for trees and 8" deeper than the root ball for shrubs or as per planting details. A. ference: Refer to Paragraphs V, VI, VII, for finish qrading, weed ntrol, A. Re Ce; Referto Paragraphs V, VI, VII, forfinish grading, control, and � 9 9 9 an oil preparation. soil prepay A -. G . Placing: Plants shall be placed and held during backfill in an upright position in the center of the pit. Plants shall be held at, or slightly above nursery level. The B. SOLI aration: Prepare the soil as per these spe .,ations and the B. Preparation: Cu to to a depth of 2" be _- Knish grade, remove stones, earth ball shall be kept intact. Any exposed roots shall be spread. Injured roots Planting No on the Planting Plan. foreign growth of any kind a xtraneous r and grade to remove ridges and shall be pruned. depressions so that areas afters " - 9Y II conform to the finish grade. Rolland • rake lightly r-�til the surface is s i viable and of uniform fine texture. C. Grading. Area . hall be raked and floated s _� h to provide a true and 9 Y H . Backfill: Plant pit backfilling soil shall consist of 1 part nitrogen stabilized uniform surface. sawdust - 2 parts topsoil. Materials shall be thoroughly mixed before placement. In C. Sowing: Sow lawn in the area designa n the drawings at the rate as addition to backfill commercial fertilizer 20-10-5 Gro—power tablet's shall be add— D. Quality of Plants: PI . shall be thy annual plant material in 4" pots designated on th tenting notes. Sow the lawn in 'rections. ed to plant pits at the following rates . in bloom. 2-3 Tablet per 1 gallon plant 69 Tablets per 5 gallon plant E. Plant Pits ar. p p J Fertlliz h plant it for seasonal color shall be D. T ressi ng: Rake ` lightly, spread 1/4" of Par-5 top dres _ with a 12- 15 Tablets per 15 gallon plant 6"x6"x6" with one teaspoon I one mea ix into- the backfill mix. (Use shrub Mechanical spreader, roll with 200 Ib. roller and water with a fine spray. 14-16 Tablet per 1/2" caliper tree trunk backfill mix). Do not use A 0arm plant table for specimen plants larger than 15 gallon XIII HYDROSEEDING SPECIFICATIONS ( IF APPLICABLE) : F. Spacing: Plant spacing and in areas indicate n the drawings. Soil shall 1 . ' y pp , es sol ovoe o . Watering: When the pit has been backfilled to threequarters of its depth, be firmly and each and the excess med from the crown. A. General: The hydro-mulch shall be applied in the form of a slur consisting of water shall be poured about the roots. Air pockets shall be eliminated and backfill slurry g wood cellulose fibre, seed, chemical additives, commercial fertilizer and water. When continued until the backfill is brought to the grade level. G. Waterl Each section of seasonal color shall be immedi ly watered upon hydraulically sprayed on the soil surface, the hydromulching shall forma blotter like II comple m of planting, and watered thereafter as required. ground cover impregnated uniformly with seed and fertilizer and shall allow the I J . Compacting : Backfill shall not be compacted around the roots or ball of the absorption of moisture and rainfall to percolate to the underlying soil. plant during or atter planting. The backfill on which the plant ball rests shall be H . acing from Edge: The first row of seasonal color should a ys be lightly compacted. within 6" of the planting of the edge g g area. B. Equipment: Hydraulic equipment used for the application of the fertilizer, seed, and slurry of prepared wood pulp shall be of the "super hydro-seeder" type as K. Settlement: Plants which settle shall be raised to the required level- or XI SOD LAWN MATERIALS & PLANTING (IF APPLICABLE) - approved by the Landscape Architect. replaced at the option of the Contractor. Raised plants which fail to grow shall be replaced. D. Application : The operator shall spray the area with a uniform, visible coat by Quality. Sod shall be #1 Grade, machine cut at a uniform thickness /899usingthe green color of the wood pulpas a guide. The slur shall be applied in • _xcluding top growth and thatch, weed free and shall be no less than e�gh onths g g slurry pp a L. Staking: Stakes shall be driven to sufficient depth to hold tree rigid. Tree shall sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers be supported by at least two ties. (See details) r more than sixteen months old. to build on each other until a good coat is achieved and the material is spread at the � required rate per acre. B. i g: Installation shall take place within 24 hours after ha sting. M . Pruning: Limbs, branches, canes and runners which require trimmingshall be removed to leave a clean cut flush with trunk. (Pruning only as directed by the E. Time Limit: All slurry mixture which has not been applied to the slopes within Landscape Architect). C. Refer e: Refer to Paragraphs V, VI, VII, for finish gr ng, weed control, four ,hours after mixing will be rejected and removed from the project 21t the and soil pre s ation. Contractor's expense. F. Protection: Special care should be exercised by the Contractor in preventing N . Planting Beds: Planting beds shall be edged and cultivated to the line any of the slurry being sprayed inside any reservoir basin or onto drainage ditches shown. Beds shall be brought to a smooth even surface conforming to established f i irrigation water. An slur grades after full settlement has occured. D. Preparation: area prior to planting shall b oiled lightly and watered to and channels which may impede the free flow o ran ory ry spilled into restricted areas shall be cleaned up at the Contractors expense to the a depth of 6 the day pri o planting. If any air poc s are found, the area shall be IX GROUND COVER AREAS : regraded as necessary. L tly water the area t e planted just prior to planting. satisfaction of the Landscape Architect d4lCity. G. Maintenance and Irrigation :ation : Once the slurry mulch has been applied g and allowed to set for one day, the slopes shall then be irrigated. There is no set A. ference:Refer to Paragraphs V VI VII for h r E. Installation: Sod shall b id in a sta . ered pattern, with tight joints and in irrigation requirements in gallons per minute. Duration of time and number of o s g ading, weed I trot, and the same direction each time. On I slop sod shall be installed from the bottom soil -� aration. gallons to be applied to the slopes will vary from day to day and system to system up and the newly laid sod should b r cted by walking on boards as installer depending on the rate of growth and climatic conditions encountered. As a rule of moves upward. On slopes, pin the so own with wooden pegs. No metal staples thumb the soil surface must be kept moist at all times, particularly during the B. Soil Pre . 1.Dation: Prepare the soil as per these cifications and the will be allowed. No sod of less than -length will be allowed. seedling germination period (30 days). Planting Notes o � � _ e Planting plan. H . Reseeding: All bare spots shall be reseeded (sodded, if hydroseed is turf C. Grading: Areas s be raked and floated Booth to provide a true and F. Joints: Adjoin the section od firmly t ether. If air spaces occur between mix), by the Contractor within 45 daysyproviding the lack of cove or- urr mulch is uniform surface. sections f sod the must b e with n v h relaid. t due to inadequate sprinkling or erosion caused by excessive watering by the 0 0 o y e d sad ave the sod no Corr��rfrr, D. Plant Pits and Fertilize , ing pits for groundcover shall be 4"x4" G. Rolling: Roll sod wi an adequately weighte Iler to smooth out the sod i I or adequate to accept material fr Vats without crushing or deforming the bed. rootball. Place a 20-10-5 Agrif 5 gr fertilizer tablet in each groundcover ' hole. • H . Protection Edges: Re rade to protect the es from drying if CITY g g p 9 ry g DESCRIPTION OF REVISION DATE APPROVE!) E. Spacing: Plant at s ngs and in areas in ed on the drawings. Soil shall mowing edge is t used. _ be firmly pressed aro P. each plant, and the exces .. it removed from the crown. �' CITY OF RANCHO CUCAM�ONGA .a-� •..�f`C Wateri n After installation sod must be kept thoroughly wa ed to a depth '� g• ach'section of ground cover shall be imm '�ately watered upon of 6 . No t traffic should be allowed for 2 to 3 weeks from the date installation. F. Watering: ,-, �� THE GATEWAY II MEDIANS completion planting, and thereafter as required. J. Ins ction bSupplier: If there Bre any questions re a r the ` ^\ f-f•' , � � RANCHO CUCAMONGA. CA. PARCEL 2 MAP No. 9498 RINKER—REITER DEVELOPMENT 3188 PULLMAN AVE COSTA MESA CA. 92626 (714)751-4594 G. Sp ng from Edge: The first row Of grounecover shoul ays be qual' of sod installation a representative of the supplier (Nunes Tu =£ ass , ►in 6" of the edge of the planting area. N eries, Inc.) shall be requested to inspect the installation and the Contra r "s'` Jr APPROVED BY ( DATE ed out by the supplier's representative. CITY ENGINEER - RCE NO '2 ? DESIGN E� 88-041.02 OF CLOISSON & CLDSSON CHECKED QAw,N', N0 LA N D S C A P E A R C M I T E C T U R E R C E NO / 1855 W. KATELLA - STE. 230, ORANGE, CA 92887 (714)639-2262 -__- _ _ DATE __ _ FILE NO Project Sheet No./& of /(o X I V REPLACEMENTS: XVIII MAINTENANCE : 2. If the work is unsatisfactory the'bask maintenance period will continue at no additional expense to the City until the work has been completed, inspected and approved by the Landscape Architect. A. General: The Contractor shall immediately replace any and all plant materials A. Scope: After all work indicated on the drawings or herein specified has been which for any reason die or are damaged while under his care. Replacements shall completed, inspected, and approved by the City or his - representative, the r specified for the C. Failure to Pass Inspection: If work fails to pass final inspection, any be of made with plants of Ike kind and size �n the same manner as spec ed o Contractor shall maintain all planted areas by means of continuous watering, subsequent inspections must be rescheduled as per above, and will be charged to original planting, (see guarantee "C" for definition of replacements.) weeding, rolling, mowing, reseeding, edging and/or any other operations neces- the'Contractor at the prevailing hourly rate of the Landscape Architect. sary for their care and upkeep for a period of not less than 180 days. At the XV CLEAN -UP: end of the maintenance period, all plant materials shall be in healthy, growing condition. A. General: After all installation operations have been completed remove all B. Weed Control: All planted areas shall be kept free of debris and shall be trash, excess soil, empty plant containers and rubbish from the property. All scars, weeded at not more than ten (10) day intervals. Areas that do not have a pre- ruts or other marks in the area caused by this work shall be repaired and the ground emergent weed killer shall also be cultivated at not more than ten (10) day intervals. left in a neat and orderly condition throughout the site. Contractor shall pick up all trash resulting from this work no less than each Friday before leaving the site, once a week and/or the last working day each week. All trash shall be removed completely from the site. C. Fertilizing: All planted areas shall receive a fertilizer application of 20 pounds per 1 ,000 square feet of Gro-Power 58 days following the beginning of mainten- B. Top Soll: Excess topsoil shall be removed from the site. ance. Water in thoroughly after application. (Gro—Power formula 5-3- 1 ) C Neatness: Leave the sidewalks and streets in a neat and clean condition at the D. Condition of Site: During the maintenance period, keep the project neat• and free from debris at all times. Obtain the Cities approval for onsitb stora p of end of each working day. 9 equipment or maintenance materials. i D. Removal of Tags: Remove all tags, labels, nursery stakes and ties from all plants unless otherwise directed, only at the end of all installations. XIX FINAL CONSTRUCTION INSPECTION AND FINAL MAIN- XVI PROTECTION : TENANCE INSPECTION : A. Final Construction Inspection: A. General: At all times during construction, adequate protection shall be provided for all planted areas against damage of any kind, until final acceptance by When all landscape improvements have been installed in accordance with the the Landscape Architect. plans and specifications, the Contractor shall notify the City inspector and request a "Final Construction" inspection. If the City inspector determines Slopes in Turf Areas - B. Responsibility: The Contractor shall be held responsible for the care and the work to be substantially complete and in conformance with plans and specifi- 2it minimum preservation of all existing buildings and structures on the property and adjacent cations, the Contractor will be advised that the basic maintenance period is started. 5:1 maximum premises. Any part of them injured, damaged or distrubed because of-his work shall * Occasional slope variations of up to 4:1 will be permitted in be repaired, replaced or cleaned by him at his expense. 1 . In order to be substantially complete, at least the following must have been localized areas. finished: Slopes in Shrub/Ground Cover Areas - between curb and sidewalk/trails XVII GUARANTEE : 2% minimum a. All fine grading, including elimination of low points that hold runoff. 4:1 maximum b. A complete and operable irrigation system. Slopes ;n Shrub/Ground Cover Areas - behind sidewalk/trail A. Sh rubs: All shrubs shall be guaranteed as to growth and health for a period of c. Installation of all plant materials. d. Seeding � mmum ninety days after completion of the specified maintenance period and/or final g of all seeded areas. 3lmax * Occasional sloe variations of u a6ceptance by the City. P p to 2:1 will be permitted in 2. Minor pick-up items may be completed during the basic maintenance period localized areas, provided that such slopes over 3:1 do not exceed 12' in vertical height. SUCK as: B. Trees: Trees shall be -guaranteed to live and grow in acceptable upright Deviations from the above criteria will be considered on a case by case position for six months after the specified maintenance period and/or final a. Resodding of bare spots in lawn. basis and will require approval of the City Engineer. acceptance by the City . The City must provide adequate maintenance to insure b. Replacement of damages or non-comforming plant material. the extended guarantee on trees. c. Re-staking or tying of trees. d. Lowering of sprinkler heads to grade after turf has established. C. Definition of Death: Plants which die or lose more than 30% of their e. Filling of settled areas caused by application of normal watering. original leaves shall be replaced. f. Replacement of unauthorized substitutions. D. Replacement: The Contractor, s of written notification B. Final Maintenance Inspection: At the end of the maintenance p within seven 7 days period and when round covers and turf have established and all by the City , shall remove and replace all guaranteed plant materials which, for g pick-up items any reason, fail to meet the requirements of this guarantee. Replacement shall be have been completed, the Contractor shall request a final maintenance inspec- made with plant materials as indicated orspecified for the first planting, and all such tion. The Contractor will be advised by the City inspector at the final replacement materials shall be guaranteed as specified for the original guarantee inspection that work is or is not statisfactory. i DESCRIPTION OF REVISION DATE CITY material. APPROVED i 1 . If the work is satisfactory, the basic maintenance period will end on the date of the final inspection. CITY OF RANCHO CUCAMONGA THE GATEWAY II MEDIANS �o c,�osso Q 6 r RANCHO CUCAMONGA. CA. PARCEL 2 MAP NO. 9498 ci M RtNKER-REiTER DEVELOPMENT 3180 PULLMAN AVE COSTA MESA CA. 92626 (714)751-4594 APPROVED 8Y DATE CITY ENGINEER RCE NO` ' 3 97 SOF 01,`' vJ{: •,, DESIGN HFI ' AEN't: DRAwN T 12-18-59 - —!0 Oi10 W- 04 CHECKED DIR4w,NG NO - - - - - R C E NO -- 88-041 .02 --- - DATE --- --- - - FILE NOProject Sheet No. 4e of 1(v