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HomeMy WebLinkAbout1424-L DEVELOPER /OWNERwis es _ U AL LANS LANDSCAPE ARCHITECT — R P TERRA VISTA • P_ ■ ■ 10547 SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT NO . 4 1 1 56 N. MOUNTAIN AVE./P.O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX NO. DESCRIPTION NO. DESCRIPTION 1 TITLE SHEET 13 SPECIFICATIONS JJ �� 2 CONSTRUCTION PLAN 'l 3 IRRIGATION PLAN ►ROPOSED CHAffEY REGIONAL ►ARK RANCHOCUCAMONGACITY IIWT 4 PLANTING PLAN �..�..�..�.. .. CwArr�r .•wfUi ST l J C°"" 1. M Ertloroachntent Permit shall be obtained from the CMI► Engineer prior to oanmenchtq am work. 5 CONSTRUCTION PLAN _ _ -.. __ _.__ ___ pe ng Try Specifications -.........._-�:-� _.. .-- - -- .- _-- -_-�• - _-- — .---.-----_:� --_�_ 2. A� work spa be performed according a current c standards and the standard lcatbns b Public work, Co structb 6 WALL CONSTRUCTION • n rm r rr h f r I n n NSTRUCTION --_---------- PROPOSED fCXJTHIII FREE1k<,r / 3. At the conclusion of rough grading, an agronomic soils report shall be furnishd to the City Inspector and all such recommendations SASE LOW ROAD from such a report shall supertede soils amendment recommendations shown on the plans. 7 IRRIGATION PLAN ..:+ .....r t W to`'''•, e. Upon completion of Installation, a maintenance period of one hundred and eighty190) days Is required prior to Anal acceptance of the f'Rd�f SITE; Cr iOKTANA •��,, wick the C Maintenance shall Include mows weeding, Irr► ation, pruning, raisin tree root balls which sent below rade. 8 PLANTING PLAN � > loft AY n9• 0• 9 fx 0 17 0 roOrHRL ■vo io .�..�L .M,E'A.0 ferinq ing and apptysuch sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement. CONSTRUCTION & UPLANDUPLANDtftzcleaning and sojustalg necessary a keep the irrigation system In good working order with proper coverage CQmencement date for 9 PLANTING ETA L the nuinlenmnsa aarlRd shall be approyad In writing bX the CIu InaQecto(, MAINTENANCE PERIOD SH„ _ ADE _:ITC AT041%0k •ne.AS%aTA FE VERIFY PLAN' ESTABL7—HMINT. 10 IRRIGATION DETAILS _ S. Om oontrolbr chart shall be provided kir each controller. Controller chart shall be the maximum size the controtter door will allow and shalt show the area covered by the automatic controller. The char, Is to be a reduced drawing of the snail .s-louin system. 11 IRRIGATION DETAILS j g € however, In tho event the controller sequence Is not legible when the drawing is reduced. It shall be enlarged to a size that win be ti ! readable when reduced. The chart shall be a bLw*lino print and a different color shall be used to show the area of coverage of each 121 IRRIGATION SPECIFICATIONS station. When completed and approved by the Public Works Inspector, the chart shall be hermetiCaly sealed between two paces of ONTARIO plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These Charts must be completed and In place prior to ftnat wooptance of work by the City. ONTARIO N.T,,% INTERNATIONAL AIRPORT S. Q' wide x 6' deep concrete rrnowatrtpa shall be provided Oetween all ihrublgrourldoover areas and turf erode. fNowstrips small also be pro+►tAsQ beneath metal fencing and where City maintained areas are soacent to prtvatety maintained areas. 7. Sidewalk Tryout is o«nceptual only. Approval of the final sidewalk layout shall be meds M the Held and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP Ae1d conditbns as approved by the Pudic Works Inspector and Project Planner prior to Anal construction CONSULTANTS 8. Applicarion of arty chemicals shall be by State licensed personnel. 9. Any trees within five (S) feet of waft, walks, curbs or other potentlalty root-damaged hardscape shall be Installed with rootoontroi Land Concern, Ltd barriers. Prior to backfilling tree(s) planting, contractor shall have the City inspect root barrier installation 1750 EAST DEERE AVENUE SANTA ANA CA 92705 10. No trees shall be planted within three (3) toot of curbs. PHONE (714)250-4822 11 . AN titles we to be bated: ten feet from any street Vt. power pole, or reinforced concrete box, Me feet from any drive PROJECT A �� approach. fife hydrant• underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out. and three feet from any LOCATION So° wmew « lune sew.. MADOLE AND ASSOCIATES, INC.VILLA CAPWater mew p,Ma 10547 12. SLOPES SHALL NOT EXCEED 3:1 GRADE. I Of SAN BERNARDINO COUNTY � 13. THE CITY HAS EXTREMELY LOW WATER PRESSURE WHICH PRESENTS UNIQUE PROBLEMS AND SOLUTIONS. THE CONTRACTOR SHALL ENSURE THE CONSULTING CIVIL ENGINEERING IRRIGATION SYSTEM OPERATES AT THE DESIGNED PRESSURE. SHOULD THE DESIGN NOT MATCH THE ACTUAL FIELD PRESSURE, NOTIFY THE AND LAND PLANNING END OF PROJECT - EVERGREEN CITY AND LANDSCAPE ARCHITECT IMMEDIATELY. FAILURE TO DO SO,WILL BE THE CONTRACTORS RESPONSIBILITY. IN THE EVENT THIS Pagano545 N. MOuntaln Ave., Suite 105 NOTIFICATION IS NOT PREFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. APARTMENTS 14. A COMMON USE AGREEMENT WITH SAN BERNARDINO COUNTY FLOOD IRRIGATION CONSULTANT UPLAND, CALIFORNIA 91786 B lV� TERRA G TRACT 1 2 6 7 3 CONTROF OL DISTRICT I ITR I CT SHALL BE IN PLACE PRIOR TO CITY ACCEPTANCE 106 W FOURTH STREET 835 2 SANTA ANA CA 92701 PHONE (714)946-2949 353 PROJECT n VISTA � _ LOCATION ti CHURCH ST. MEDIAN LANDSCAPE QUANTITIES a -OFFICE LANDSCAPE PLAN C\}CA11�0 PARK TERRA P.M. 9897 VISTA 1;1 AREA A B TOTAL 0 C P.M. 10547 a TOTAL ACRES IN R.O.W. . 124 .71 34 "� �• W BUSINESS ° v ` 54 20689 PARK P M 9897 TOTAL SO. FT. MAINTAINED AREAS — - ___ -_ _ 25__ __ _____26114 �' '� E DESCRIPTION OF REVISION DATE CITY APPROVED W N �/T TOTAL TREES IN R.O.W. _ z F � SSSS > O� ��\_ MAGNOLIA GRANDIFLORAIS�N'�El.` 48" BOX 13 - _ -29 .__- 4_� � � Q 42-- MAGNOLIA 48" BOX 2 2 1 CITY OF RANCHO CUCAMONGA 2ALBIZIA LAGERSTROEMIA INDICA 24" BOX 8 8 �,. /� TERRA VISTA MAGNOLIA GRAND I FI ORA ',SM1utt-WMM9.K'�15 GAL. 12 113 L M&&Ntx.tA 0kAAwpF= P4A LoMNES'n L IDT( 15 GAL. 4 4 C—' P.M. 10547 BRACHYCHITON POPULNEUS 15 GAL. 12 12 "EM' TOTAL 48" BOX - 3 TOTAL 24" BOX - 8 TOTAL 15 GAL. - 29 J TOTAL SHRUbS IN R.O.W. 1081 .2578 3659 COVER ` NANDINA DOMESTICA 15 GAL. 4 4 L�WIS HOMES PITTOSPORUM TOBIRA 15 GAL. 9 g PITTOSPORUM TOBIRA 5 GAL. 165 165 k,KiA LA APPROVED BY U�PV DATE U ESCALLONIA HYBRID 5 GAL. 136 136 `P`�E NOf�, �� ��► -�,.z AGAPANTHUS AFRICANUS 5 GAL. 48 48 ��O ��� M. S'4 q.�F. CITY ENGINEER _ �� RCE NO N.T.S. RAPHIOLEPIS INDICA 5 GAL. 44 44 O� ~F� �Pn :'E SIGN kFr MMEti E� ABEL TA GRANDI FLORA 5 GAL. 328 328 z � Land Concern, Ltd TRACHELOSPERMUM JASMINOIDES 1 GAL. 780 2145 2925 UC. N0. 1283 - - - 1750 EAST DEERE AVENUE ( AE f 1 TOTAL 15 GAL. - 13 TOTAL 5 GAL. - 721 TOTAL 1 GAL. - 2925 O � kAN SANTA ANA CA 92705 TOTAL SO. FT. TURF IN R.O.W. 3970 3970 ° j PHONE (714)250-4822 _ ---OF TOTAL SO. FT. GROUND COVER IN R.O.W. 2900 16719 19619 FCf 7kAwING NO k� E NO lqac-� IS OF CAIIE� ,� — ATF r L E NO- 1 PROJECT SHEET NO. OF • Cr CONSTRUCTM LEGFNMD Q• 0 A/C ASPHALTIC CONCRETE LU C . J . COLD JOINT CENTER LINE CLEARANCE TRACT 13664 04 ^^ Q CONIC . CONCRETE / �l - CONT. CONTINUOUS DIA. DIAMETER � / Q D . F. DOUGLAS FIR / ACV i 0 3 EA. EACH WCC 1 ": 20' �r - E . J . EXPANSION JOINT ' = O EQ . EQUAL / IM EXIST. EXISTING__ J FTG. FOOTING W HABV . GALVANIZED L HEADER BOARD W / // a V o�� _ M. B . MACHINE BOLT W� MAX . MAXIMUM o b F- LU MIN . MINIMUM NAT. NATURALCHURCH STREET ndZ N . I . C. NOT IN CONTRACT N . T. S . NOT TO SCALE O . C. ON CENTER _ '^ -- -- P . A. PLANTING AREA PA -- - PROPERTY LINE STARTING EDGEN STAMPED _� (j,J LD . RADIUS R . S. RESAWN VERIFY 5" MIN. CONCRETE PAVING R . RISER 50, PLANTING EDGE ' R. O . S. ROUGH SAWN IN THE FIELD. _� RWD . REDWOOD Z � � , Z SHT. SHEET 1_ `iIW S . L . SCORE LINE SQ . SQUARE > _ / _ S4S SURFACED FOUR SIDES STD. STANDARD T. W. TOP OF WALLING _ T. TREAD , TYP . TYPICAL = W . I . WROUGHT IRON W . W. M . WOVEN WIRE MESH / �� / d PENNY (NAIL SIZE) o BARRINGTON COURT _ GAINEY r _ COURT _ a - S T � a - a - 100 �... - H STAMPED -- PA 9 CONCRETE PAVING TRACT 13191 i..-�--�-�- ` �� > > STARTING EDGE VERIFY 5" MIN. a PLANTING EDGE X00 1Z��-`Y� '}S IN THE FIELD. cc -_ PA - h-- �+ PA. / I TYPICAL .. 9 SECTION �c ✓' PROJECT A y, 0CITY 1� LOCATION 0 VILLA CAPRI DESCRIPTION OF REVISION DATE APPROM 0 \ P.nn, 10547 L r " CITY OF RANCHO�i END OF PROJECT - - _ : _x E ^;Wft!N SCALE 1 : 2 C COCA MONGA I O , - APARTMENTS 0 Q '�� / �``Q TERRA �� TRACT 12673 TERRA VISTA 0� 0 �.� Z VISTA G9C, CHURCH T AN P.M. 10547 ` '� > -OFFICE LANDSCAPE PLAN PARK TERRA VISTA P.M. 9897 CONSTRUCTION PLAN P.M. 10547 Q PARK BUSINESS 'LEWIS HOMES P.M. oVk.M. 9897 NIA LAr,, i - > o`HN cFNT�R p�Ph� ;q .G`�a� APPROVED 8Y: U��v y DATE: - _ �� ��,� ' � CITY ENGINEER RC.ENO. 3 47 DESIGN - - • RECOMM N ED uC. rrrt?Ps LAND CONCERN, LTD /i r &),m-; '� A LandsWAnchitectuneftaning { DRAWN _) SHE E T � 1750 East Deere Avenue ��� 1�• O� f &nta Ana, CA 92705 2 of 1_ /F ��(L�t CHECKED Y, (714)250-4822 Fax(714) 752-246 DRAWING NO �f �� RCE NO N.T.S. DATE FILE NO I ya -4 PROJECT SHEET NO. OF v' FOR CONTINUATION SEE IRRIGATION FOR INSTALLATION OF MAIN PRESSURE DRAWINGS FOR SECONDARY GATEWAY AT SUPPLY LINE AND CONTROL WIRE CONDUIT EXISTING BRIDGE WALL AND DEER CREEK REFER TO DETAILS NO. 1 AND 2. THIS i HAVEN AVENUE AY N •Q SHEET O CHANNEL. 1/8 X 3*. ZED SERVICE ROAD STEEL STL - 10, D.C.O v W6ALAYNIZED STEEL VIRE CONDUIT _ _ SHEEP ELLS TRACT 13664. (� - - _i_ �4' � pISMI tM fRt Rtihll 3AASR[SW tiCtl O ce.KCTUcs OM 4RlDATWOM MIMLIMI AND"LTAME[(D a _ N =11-II. = 1- it = -1q srul oaaR tmwr DDa scar o' CK U. • —I — i m.tCTM WALL K OPMP/CO SAM a n o i 4 / 4 -_- � — DwAADIMO CO.RT FlADO OOMTAOI►IsI1ttCT AMC All — ' — 41110EN WANCI[S 110111116 JWISDICTIOM. SCALE:_ 1" : 204PRESSURE a SUPPLY - - - - — + CONTROL WIIRE COMMI Nli SUPPLY LINE GALVANIZED PRE E _ W LO cc ON OTHER SIDE OF CHANNEL - /2 P N LINE 2 1/2' GALVRN SSUR •, / �+ �2 1 VC MAI C IF 3 ALL IRRIGATION WORK IN REFERENCE TO a DEER CREEx CRANE CROSSING CROSSCNG DEER CREEK CHANNEL SHALL BE Z I''I / / / I� I II (J O APPROVED BY AND PERFORMED IN W ` •` 0 ACCORDANCE WITH ALL APPLICABLE CAL- �'� \� W REFER TD PIPE ANCHOR DETAIL FOR FBRTHER INFORMATION. TRANS AND CITY OF RANCHO CUCAMONGA / / / L I � � STANDARDS. a CHURC � � JIQ � � STAINLESS STEEL,BRAIDED FLEX i // % u ,' H STREET W 1. DEERCREEK CHANNEL IRRIGATION MAIN LINA . CONNECTOR AVAILAkE FROMANA, MANUFACTURED BY OME, �� � I W & CONTROL WIRE CROSSING �' c"" B22-H1o71. . 4 SLEEVE MODEL DM-S-2 1/2' X 12'. - - - ---- -- ----- -- -4 -- - —� - - - EXISTING BRIDGE IIAII -- - - FRI 6" SLEEVE - I 11� / 3 3� _ IS I I � � W ATTACH STRAP TO PALL WITH 1/2' I 2 �I � INSTALL SPLICE BOX FOR WIRE / Z CAPSULE ANCHOR BOLT DR STUD � ANCHOR AND LOCK MASHER Z 4" SLEEVE II�6" J�LEEVE SLEEVES AT INTERSECTION. %/ Al2 = J Fil GALVANIZED CONTROL i __._-�---� VIRE CONDUIT _ GALVANIZED IRRIGATION' I / — �,. MAIN LINE _ PRESSCRE C!•.LCULA'i:�KS �� REFERENCE � � WATER METER p _ SIZE 2" R / � � �./0 � — = V H.c.L. _141.1 / POINT OF CONNECTION - CONNECT TO NEW 2 WATER 1 _ _ REFER TO SHEET # / EOR IRRIGATION DETAILS 1/s' X 3' AFTER STRAP - lO o.c. REST STRAP ON EXISTING LYANiZE AFTER FABRICATION BRIDGE RAIL ELEVATION 1250 METER FOR IRRIGATION. THE CONTRACTOR SHALLLENGTH OF STRAP AS REQUIRED = P.S.I. Q MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE 153 Y..433 AND SHEET #/r-FOR SPEDIFICAT•IOhS� -. -bo----- QINSTALLATION OF NEW WATER METER. CONTACT THE REMOTE CONTROL VALVE A-14 SIZE ])�' CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND 1. DEVELOPER SHALL TRIN ALL NEEDED RIGHTS OF ENTRY AND/OR v CONSTRUCTION PERMITS, PRIOR TO CONSTRUCTION FROM FLOOD CONTROL. — QMAXIMUM DE!-AND 28 G.P.t•1. INSTALLATION PROCEDURES. 2. ALL HOLES SHALL BE DRILLED WITH A MON-PERCUSSION TYPE DRILL TO � i EXISTING WATER PRESSURE: 66.0 P.S.I. NOTE BE APPROVED BY THE ENGINEER. ELEVATIOtJ 1zs� , NOTE: FOR CONTINUATION OF IRRIGATION SYSTEM DESIGN PRESSURE: 50.2 P.S.I. W Q 3. HOLES SMl►LL Bf RELOCATED IF REINFORCING STEEL IS ENCOUNTERED. PRESSURE @ R.C.V. 68 S.1. MAINLINE, LOCATION OF POINT OF CON- PEAK IRRIGATION DEMAND: 44.0 G.P.M. THE ABANDONED HOLES SHALL BE FILLED WITH PCC MORTAR. SIZE 3 METAL'. OF THE STANDARD!WATER METER ITEF1 P.S.I. NECTION, AND AUTOMATIC CONTROLLER ALL IRRIGATION WORK IN REFERENCE TO 4. 1/2' CAPSULE ANCHOR BOLT OR STUD ANCHOR (CONCRETE ANCHORAGE 0. NOTES. SEE PLANS PREPARED BY, CROSSING DEER CREEK CHANNEL SHALL BE DEVICE) SHALL CSTANDA D SECTION 75-1.03, 'MISCELLANEOUS BRIDGE -- APPROVED BY AND PERFORMED IN RD SPECIFICATIONS. 2" C ti 2" R.P. 37-.CKFLO!J DEVICE _10_0_ 5. ANCHOR EMBEDMENT SHALL BE A MINIMUM OF EIGHT TIMES THE DIAMETER — ACCORDANCE WITH ALL APPLICA3LE CAL- Y0 - PLANS PREPARED BY: OF ANCHOR BOLT OR STUD ANCHOR. ] 1 CATE VALVE __q-,o= ._ _ _ LAND CONCERN LTD, TRANS AND CITY OF RANCHO CUCAMONGA 6. REFER TO DEER CREEK CHANNEL IRRIGATION MAIN LINE 2" BASTER VALVE 1.o SHEET -7 OF 13 TERRA VISTA STANDARDS. CROSSING DETAIL FOR FURTHER INFORMATION. __ PRESS. PEG. __ PM 10547-TRIANGLE, IRRIGATION PLANS. 1N� 2. PIPE ANCHOR DETAIL - - SHEET 3 OF It TR 13664 DEER CREEK A _2 1/2" MAIN LINE Loss 1-•RCHANNEL._ �� V 1 1/2" REMOTE CONTROL VALVE 2.7 OU LATERAL. LINE 1 9 -- FITTINGS LOSS (101) _ .4 _ -- ELEVATION CHANGE (GAIN) <.4> TOTAL SYSTEM LOSSES _17.1 _ � •• NOTE: THIS IRRIGATION SYSTEM IS BASED PRESSURE REQUIRED AT HEAD: 30.0 W ----_ — TOTAL PRESSURE REQUIRED: 41.1 UPON A MAXIMUM OF 3" WATER PER WEEK Q. pW APPLIED BETWEEN THE HOURS OF 9 PM _ STATIC PRESSURE AVAILABLE: 66.0 AND 5 AM / 6 DAYS PER WEEK. 4" REG. PRESSURE AVAILACLE (PRE-SET): -- SLEEVE _STREET �cn _ RESIDUAL WATER_AVAILADLE:- 18.3 CITY RESIDUAL WATER _ PRESSURE REQUESTED: 15-20 P.S.I. 4" SLEEVE W ALJ A >9 W TRACT 13191 H.G.L. WATER INFORMATION , Q Z ATTAINED 12-08-89 FROM JOHN OO KNAPP OF THE RANCHO CUCAMONGA D� WATER DISTRICT4 �0 A rG > H 14 Gul _ . v DESCRIPTION OF REVISION DATE CITY APPROVED v� IRRIGATION LEGEND PROJECT n -7- v� LOCATION o VILLA CAPRI SCALE : I" : 20' CITY OF RANCHO CUCAMONGA ���c, SYMBOL MANUFACTURER/DESCRIPTION MODEL NO. FULL HALF QTR. PSI RAD. P.M. 1o5A7� 19 20 0, � �- SEND OF PROJECT• �' TERRA VISTA A / ,d V V RAINBIRD POP UP SHRUB HEAD 1812-10 PRS-SAM-CV 719 � '•b 10 EVERGREEN RAINBIRD REMOTE CONTROL VALVE EFA-CP SIZE AS NOTED ON PLAN �Q � � APARTMENTS P.M. 10547 /��� Q RAINBIRD QUICK COUPLING VALVE33DLRC-1"W/ LOCKING VINYL COVER V ST� � G9 TRACT 12673 Z C, d d Nagano /� Q -OFFICE y CHURCH ST. MEDIAN IRRIGATION CONSULTANT H IRRIGATION PLAN NIBCO GATE VALVE T-113 LINE SIZE PARK TERRA LANDSCAPE PLAN 106W FOURTHSTREET • SANTAANA • CA92701 P.M. 9897 0� P.M. 10547 VISTA (710835-2353 LEWIS HOMES i Lu IIIIIIIIIIIIIII BUSINESS rIM4 APPROVED BY'. - DATE c-4-A,7E-4T— ~ Z P.M. 9897 y' • i PARK 1 1�. CITY ENGINEE RC.E NO.Z4IT3 AS APPROVED CL.315 PVC PRESSURE MAIN LINE DEPTH TO BE 18" a VI CFN -- ` � ,�p�N TF � � � � DESIGN RECOMMENDED f/ I AS APPROVED PVC 3CH 40 NON PRESSURE LATERAL LINE DEPTH TO BE 12" a R !t 40 JLand Concern, Ltd � = AS APPROVED PVC SCH 40 SLEEVING FOR PIPE AND WIRES UNDER PAVING , , NOTE: �� TWICE THE SIZE OF INTERIOR PIPE. DRAWN 1750 EAST DEERE AVENUE SHEET MOISTURE SENSORS FOR CALSENJEDENOTES VALVE STATION NUMBER i N.T.S. Ao SANTA ANA CA 92705 �_ _ ► CONTROLLER TO BE INSTALLED BY ��DENOTES GALLONS PER MINUTE DEMAND PHONE (714)250-4822 OF CHECKED DRAWIRG NO THE CALSENIBE CO. PH. # (619) 438-0525ggENOTES VALVE SIZE RCE NO INSTALL INSIDE OF MYERS ENCLOSURE 1- 24PC PERMANENT REMOTE CONTROL PIGTAIL. DP DATE FILE NO 141L1— V- ar PROJECT SHEET NO. OF PLANTING LEGEND cc O ESP . ESPALIERED GAL . GALLON CONTAINER 0 W_ G. C . GROUND COYER HT. HEIGHT TRACT 13664 o L . A. LANDSCAPE ARCHITECT / V 0 p MINIMUM CONTRACTOR MIN . / Q J M. T. MULTI -TRUNKED I / V O . C . ON CENTER _ - ALE 1' a 0 RWD . REDWOOD s T --— -,-- -- - S. L.A. SELECTED BY L.A. i T T - T - SPEC. SPECIMEN t SP . SPREAD Im z � 3 w O PLANTING KEY > Q CHURCH -� STREET w L-1- SEE PLANT LIST OR LEGEND SIZE OF PLANT KATERIAL GALLON OR BOX SIZE QUANTITY nF PLANT 1 _ - XERIAL _ LU ` Z w —a NOTE: REFER TO SHEET 9 FOR PLANTING DETAILS a SHEE# > i 'i _V FOR PLANTING S PEC I F I CAT I ONS. Q — PLACUIENT OF TREES SHALL BE T APPROVED BY THE CITY INSPECTOR, film .- - RUB LEGEND �, Q SYN. 9TY. SIZE O.C. BOTANICAL NAME COMMON HANE l 2.5' NEWPORT DWARF �� T O 1� EF 136 5 GAL ESCALLONIA HYBRID 0 O BARRING PTW 165 R.5' PITTOSPORUM TOBIRA WHEELERI WHEELERS DWARF COURT W W TJ l80 1 GAL 18" TRACHELOSPERMUM JASMINOIDES STAR JASMINE C _ GAIN C' E 0 Q TREE L.EG ND SYM. QTY. 4. 4SI 4 O.C. BOTANICAL NAME COMMON NAME 1 ESHEET IAN TREES ON THIS 1 HALL BE PLANTED MG 1 1 20' MAGNOLIA GRANDIFLORA SAMUEL SOMMERS OT BARRIER PERIWfvSAMUEL SOMMERS' D. (605 a) � : 1__�� - a, . . ,: .• .MG 12 12 20 MAGNOLIA GRANDIFLORA SAMUEL SOMMERS STREET 'SAMUEL SOMMERS' 'T'RACT 13191 r =_ w -r� Q Z - Zld�, �A OOOIR SRO011, do do �- Q aw G _ W DESCRIPTION OF REVISION DATE CITY APPROVED o t��r . �s4 SCALE 1"920 ' CITY OF RANCHO CUCAMONGA PROJECT A / LOCATION o VILLA CAPRI TERRA VISTA p.M, 10547 J �•� P.M. 10547 - END of PRa.�Ecr �� rvim / - = APARTMENTS PLANTING PLAN ARRA TRACT 12673 GROUND . COVER LEGEND wlvsrA CH!lRCH ST. MEDIAN LEWIS HOME S +� F NO APPROVED BY DE f a. lFfIGE LANDSCAPE PLAN GONIA LA �� ARK A PX. 9897 c,P sc rP � DATE USE A 4 THICK COVERING OF a tltSTTA �c tti� M Sq 9�0� CITY ENGINEER _ RC.E NO.31 ?j "MEDIUM GRIND SHREDDED MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON •M. f454� $S � i NURSERIES, ORANGE, CALIFORNIA (714) 633-3666, OR CITY APPROVED BUSME 0 �`r �n DESIGN' REc MMN D WE WE EQUAL: NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR BARK `` LIC. N0. 1?83 : APPROVAL BY CITY INSPECTOR. �. arM. 9897 c �' 4 o m Land Concern, Ltd. _ WE LAMDS LANDSCAPE BE REQUIRED TO REMOVE 5" OF SOIL AND > R , , ,� DATI -' DRAWN 1750 EAST DEERE AVENUE SHEET J ♦ C , E CONTRACCTOR WILL B Q �� SANTA ANA CA 92705 REPLACE -IT 14IIH IP' OF SHREDDED MULCH. _� N.T.S. jw D6 PHONE (714)250-4822 `ST,�JE OF (��/� CHECKE+j RCE NO- DRAWINGNO A / DATE FILE NO PROJECT' 'SHEET N0. OF I I I i i � I HAVEN y AiENUE (A h th f {Zb m eta^^ EXISTING ,,TREES TO REMAIN PROTECT IN PLACE "DNCRETE MOW STRIP IIn 2 Or � / O � 3 � y Y EM UE EXISTING GROUND COVER, WEEDS, ETC. k NOTE:CORE CURB TO INVERT DRAINLINE O _., f' INTO FLOW LINE OF STREET �; ''••!,i� /� — -- — _ ` Stix �b� 3" PVC DRAINLINEC? E TRY LIGHT W/ENCLOSURE J� • ••'x: TURF .Y, " 3 (3 1/2 CURB CORE T LET-IN DRAIN PIPE) e f • \ - ENTRY SIGNAGE SEE �• •��// _ FOR CONSTRUCTION 1,000, T To '!c;•/ s�trl4 s+ TURF SIGNAGE LIG T - ' EXISTING DRIVEWAY 'n,��•. ITION LEGEND . -- • ••''•� \� ��-P,rbv ' ' o ,�(.(�' C. J .J . PHALTIC CONCRETE \ ASL D JOINT ROOT PRUNE AND INSTALL A R00T �`'•,,� � �� �Q CENTER LINE BARRIER PANEL BETWEEN NEW '''�.. ���� �G. �� _ � CURB AND OLD ROOT BALLCC CLEARANCE�~`• \ CONC . CONCRETE `'`~••• I CONT. / CONTINUOUS �••'� \ \� \ � 6' �►,. - � DIA. DIAMETER Cn DOUGLAS FIR \ EXISTING EDISON VAULT EA. EACH r` 'p E . J . EXPANSION JOINT OF �• EQ.EQUAL ..� XIST. EXISTING .`1 EXISTING TREE .- FTGFOOTING 7- rr-''v'4t4, GALV . GALVANIZED ��� ••,�•. I ' H. B . M. B . HEADER BOARD •- \, MACHINE BOLT �00 �'•�.. ` MAX. MAXIMUM O C \ MIN. MINIMUM j NAT. NATURAL �� �4•�•..• \\ • C . N. T, S NOT IN CONTRACT �� •� NOT TO SCALE O. C . ON CENTER PLANTING AREA PROPERTY LINE �- hD. RADIUS I '+..�• \ R . S . RESAWN R •3: R. O. S . RISER ROUGH SAWN '• \� RWD. TO- FOLLOW EXISTING DRI EWAY \ RWDREDWOOD �•' SHT. SHEET ` I SQL. SCORE LINE 1 ' S4S SURFACED FOUR SIDES EXISTING CHAIN LINK FENCE '`� "`��` STD. STANDARD T. F. TOP OF FOOTING T. W. •.� TOP OF WALL T' TREAD •'2Y4" CRUSHED AGGREGATE ROCK � TYP . TYPICAL 6" DEPTH W. I . WROUGHT IRON .�. W. W.M. d WOVEN WIRE MfSft - -- PENNY (NAIL SIZE) The following slope criteria is to apply EXISTING RETAINING WALL LIMIT n-01OF WORK landscapes, including parks, parkways, medians, EXISTING DRIVEWAY trai1slandCre atednareas. Slopes in Turf Areas • o � 2% minimum o° VILLA CAPRI 5:1 maximum END OF PROJECT- EVERGREEN _ APARTMENTS PROJECT - B W �� TES RAA syG TRACT 12673 Slopes in Shrub/Ground Cover Areas between curb and sidewalk/trails LOCATION w �y c CHURCH ST, MEDIAN Q OFFICE 2% minimum PARK TEMA LANDSCAPE PLANP•pI. 9897 4: 1 maximum P.M. 10547 Q V4STA DESCRIPTION OF REVISION CITY Slopes in Shrub/Ground Cover Areas behind sidewalk/trail p�lS1NESS � DATE~ APPROVES PARK P.M. sss 3: 7 SCALE 1 °;20' minimum �o , o�NrFR 3:1 maximum CITY OF RANCHO C UCAMONGA Q TERRA VISTA P.M. 10547 CONSTRUCTION P LAN N.T.S. �0i� LEWIS HOMES t7� L APPROVED BY: DEP Ty . �,�� s`4�!►` CITY ENGINEER DATE: 1l-B- 90 NOTE DESIGN R.C.E No, /479 CONTRACTOR TO TAKE ALL "NECESSARY UC, W RECO D PRECAUTIONS TO INSURE SURVIVAL OF '- D�N Land concern. std. - EXISTNG TREES AS NOTED ON PLAN. ; 1 . 50 EAST DEERE AVENUE S1 SANTA ANA CA 92705 HEE OF�r4 � C►tEC►cE0 PHONE (714)250-4$22 �OF -1 _ - �--- RCE NO DRAWING No _ FILE NO / 4/— PROJECT SHEET NO, OF , i GI61>•.I LFTTw—s MF(,D AULA(vN >% mr) 1NSYAu rD �' +4EIbHr Z=3" 1'-Z" IIS 2� I'- ' -�' I �Mo�,yw•s IMblU�Trl=Ql.`rt.,laro Vrr N FU1[P'1F�ao�1G.FILL, SFi�PLa "`7 TERRA VIS �` N 2d"S tZEj5f'9 TIES- t�fC,r. & 't- 1rJ41, u/ ZIooT+l ,X}1N'rs MONUMENT SIGN ELEVATION . BLOCK WALL ELEVATION I H sICIN WAU, f;46H [ilk cl P I A �.�. I I ! a �I s� o =`7��11 9ALlep0LA0rr=p_E __"ooLj 5I x ell.Ibu P'z.E✓�I pN LCX.K. I I° ' -� EbEHTdN t�D�.� Z' 'r0 N 1 a I�4 t� I fit_O a 11811 SMOOTH JOlw75 � MA:f'Ck4 "ATW_T�E;,� ;,lZ,:J7 ALL SOL15� II 1 $fZ IGK. II Q Jt' Tr-l" AT STfJG;,Ci TF-t 1 ti, 1;, II v; @ CD��F =� I 62 �1� � �iNI�� ~��-�� i .• I�d ! '� �1N1SN l��I '� I I MONUMENT SIGN PLAN VIEW 11 T__ 4 ro� k�allo� . OL DL l i c 114 = COW—. t'.t7T-1 N a s I e f 4 A a r + �A II 4" Gtr. 24 MONUMENT WALL BPILASTER -I -o S e Tor of r rrr 1�-2p l�-19 \N TOP OF r90r'{utl N B L �N CITY �- PotNT of F�16Ffir: _ I _ 51 ,4LIlsNN1�NT a� DESCRIPTION OF REVISION DATE APPROVED t�IN fix No 20 61�, � (q — X511 CITY OF RANCHO CUCAMONGA TERRA VISTA - R=6" N P.M. 10547 8'x '�o« I(b' i I ; I � WALL CONSTRUCTION � I IRWA LA LEWIS HOMES :AL EiNF I I C,P��4U h1• S Rp��ti APPROVED BY DE�v7` DATE. _ �� D, G, I N ���� A�(r ``� CITY ENGINEER RC.E N0.3/4 7� C) DESIGN RE�� tN LIC. N0. 1293 - �.1 __Lo L� Land Concern, Ltd. Y DALE DRAWN 1750 EAST DEERE AVENUE SHEET - SANTA ANA CA 92705 �� 1 CAP DETAIL PHONE (7?4)250-4822 of MONUMENT CAP SIGN DIMENSION ��,f cAt '_` CHECKED ._ _ RCE NO_ _ DRAWING NO DATE FILE NO � / - 4- PROJECT SHEET NO. OF "PCS" SCREEN CHART PRESSURE CALCULATIONS o VILLA CAPRI DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 WATER METER 0 SIZE 2" .Qv GPM 0.2 0.3 0.4 0.6 0.9 1 .25 1.75 2.6 II.G.L. - _14.11 END OF PROJECCOLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE ELEVATION 1258 - T - _-.. EVERGREEN - - - __->s3 x.433 66 P.S I APAR NTS FLAT SPRAY 8H - 3' (160') 4'-6' 7 ' 8' PROJECT B w ��Q TERRA ��yGq TRACT 12673 8T 3' 4' 5' 8' - - - - VISTA 8Q 5# 5' 8' - - REMOTE CONTROL VALVE A-5 SIZE 2" LOCATION W ti CHURCH ST. MEDIAN - - - a' -OFFICE LAi4DSCAPE PLAN LOW ANGLE lOf - - 1 ' BUB. 3' 4 ' 5 ' 10' - MAXIMUM DEMAND - 42 G.P.M. PARK TERRA - VISTA P.M. 9897 SPRAY IOH - - 5' 7' 10' ELEVATION 1254 - - _ PRESSUPE 2 P.C.V. 68 P.S.I. P.M. 10547 c - LOQ 5' 5' 10' - - - - S17F ITE'.' ,.S.Z. - F- BUSINESS , ' , ' W - - - PARK SPRAY HEADS 12F - - - P.M. 9897 1 BUB. 2 BUB. 6 1 12 -_-2" WATF,P "ETF.P --_-1.4 Z �`F 12H - - 8' 8' 10' 12' - - - a ZO�N �TFA - - p' 7 P.P. BACKFLOhI DEVICE B.Q 12T 12Q 3' 4' $' 12' 10' 12' 2 1'2" GATE VALVE 0.0 = - - - 2" MASTER VALVE 1.0 N.T.S. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE , IS LESS THAN RADIUS SHOWN ON LEGEND, THE PRESS. PPG. CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND 2 1;2" MAIN LINE. LOSS 1.0 RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR APPROPRIATE RADIUS. I 1 ,2•• RFM^TE ----3 L HAVEN- -- --- LAT l.,A! ..:..I 3.0 AVENUE FIll:NGS LOSS ( 11% .4 -- ELEVATION CHANGE (GAIN) 2.0> TOTAL SYSTEM LOSSFS 10.J PRFSSUPF rFQIIiFF.0 AT HEAD: 35.0 TOTAL PPE.SSURC REQUIRED: _51.0 _ a TATIC PRFSSUPF AVAILABLE: 66.0 THIS PROJECT REQUIRES ONE (1) CALSENSE MOISTURE SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES, E.G. , PPSIDur,I. wnTEr' AVAILABLE: ls FFG. PRESSI'NI AVAILABLE :PRE-SET): 15 '1 C �' A CALSENSE MODEL 2000-32 STA REQUIRES 8 MOISTURE I A 2 ZSENSORS. PLACEMENT OF MOISTURE SENSORS SHALL BE .o !! n `}' CITY PeslDunL WATER< .,V C REQUFSTEU: P,6.I. THE RESPONSIBILITY OF THE MANUFACTURER. FOR � ; A3 47 v �' 145 42 A7 3qTHE AND PURCHASE�I= �y U SE INFORMATION CONTACT: _]_�-.ZO 0 • IM ''14 r p Iti \ r+ ,I 3 ' RICH MURRAY -, _ 1 70 O ' n CALSENSE -- - 2075 CORTE DEL NODAL, SUITE J / r r CARLSBAD, CALIFORNIA 92009 h IM. iIr (619) 438-0525. y2 /S _yllII 44 • WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, •• •• '' • • •� �\ • 1'4' I+ I' \ STREET LIGHTS, TREES, ETC. ) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO •'�� �q a ++ '�. •\� \ 1 �4I• I• � 9� AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER n • q r „ wy 1 _ 3� 0� �� �� �• 1r CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE - �Jr PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE �•`~ =- Jr x N yu �• „ ' MADE AT NO ADDITIONAL COST TO THE OWNER. 4" SLEEVE - BURY 36" BELOW FINISH '''�, =Y I rr A a (TYPICAL) GRADE TO TOP OF PIPE. EXTEND 12" BEYOND AGGREGATE ON BOTH SIDES. ~' II NOTE: THIS IRRIGATION SYSTEM IS •� A IRRIGATION LEGEND BASED UPON A MAXIMUM OF 3" WATER PER WEEK APPLIED FOR 8 HOURS A ���•~' Irr ��� �� iq SNIGHT / 6 DAYS A WEEK. YMBOL MANUFACTURER MODEL N0. DESCRIPTION NOZZLE RADIUS G.P.M. P.S. I. PATTERN A C ~'`•., .-� , � TORO " ` 1- r r f� �� ar/` H.G.L. WATER INFORMATION ® XP-300HP 12 POP-UP SYREAM R010R 01 36** FT. 5.7 35 FULL CIRCLE �: I� ATTAINED 12-08-89 FROM JOHN XP-300HP INSTALL SPLICE BOX FOR WIRE KNAPP OF THE RANCHO CUCAMONGA XP-300HP 01 36** 1.4 35 QTR.� 07 36** 2.8 35 HALF �OO '�•,. ' /" SLEEVES AT INTERSECTION. MATER DISTRICT. -.,,• • XP-300HP 05 28** 4.0 35 FULL O Q1 XP-300HP 05 28** 2.0 35 HALF /Yiq� ��'''''.,.`•• in XP-300HP 05 28** 1.0 35 QTR. 316-12-02 02 21 3.4 35 FULL RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD .15F 15 3.8 30 FULL ~��`•.: � 2 r ( FOR LUN'IINUAIION SLE iRRIbAIIUP .d ~••..'1812-SAM-PRS 15H 15 1.9 30 HALF DRAWINGS *Fir. 0> Of 1°S �+ � �4. A ==1___- - ___ _ tIL 1812-SAM-PRS 15Q 15 0.9 30 -' �• �j,� y 1812-SAM-PRS 10T-LA 10* 0.5 30 TTHIRD CALSENSE MODEL "FM" SHALL BE INSTALLED IN-LINE, ONE ••-•~•`''-..�.• \ '\ ?�'a �„ ��as��' d 1812-SAM-PRS 8H-FLT 8* 0.8 30 HALF (1) PER WATER METER, AS PER NOTES, WITH "10" - b 1812-SAM-PRS 8T-FLT 8* 0.5 30 THIRD DIAMETERS OF SENSOR-SIZED PIPE UPSTREAM OF FLOW -�- (�"� i µ , << POINT OF CONNECTION - CONNECT 10 NEW 2" WATER 0 1812-SAM-PRS 8Q-FLT 8* 0.4 30 QTR. SENSOR AND "10" DIAMETERS OF SENSOR-SIZED PIPE \ - 7 METER FOR IRRIGATION. THE CONTRACTOR SHALL DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). \ MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE 1806-SAM-PRS 6" POP-UP SPRAY HEAD FLOW SENSORS SHALL BE INSTALLED MINIMUM TEN (10) +t, INSTALLATION OF NEW WATER METER. CONTACT THE 1806-SAM-PRS 15H 15 1.9 30 HALF SENSOR-SIZED DIAMETERS UPSTREAM OR DOWNSTREAM FROM ''•�•:,a CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND 1806-SAM-PRS 12H 12 1.3 30 HALF ANY VALVE, FITTING, METER OR BACKFLOW DEVICE. WIRES _ INSTALLATION PROCEDURES. 1806-SAM-PRS 12Q 12 0.6 30 QTR. FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE EXISTING WATER PRESSURE: 66.0 P.S.I . [� 1806-SAM-PRS 10H 10* 0.8 30 HALF (1) BLACK AND ONE (1) RED STANDARD #14 IRRIGATION __ v��/ SYSTEM DESIGN PRESSURE: 51.0 P.S.I . . 1806-SAM-PRS lOQ 10 0.4 30 QTR. VALVE WIRES. FLOW SENSORS SHALL BE HOUSED IN A VALVE k PEAK IRRIGATION DEMAND: 41.0 G.P.M. 0 1806-SAM-PRS 8H-FLT 8* 0.8 30 HALF BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED • 1806-SAM-PRS 8Q-FLT 8* 1 0.4 30 QTR. ON PLANS AND MARKED "F.S." FLOW SENSORS AVAILABLE drys FROM RICH MURRAY FROM CALSENSE LOCATED AT 2075 CORTE '••. O 1404 PRESSURE COMP. BUBBLER - - 1.0 30 FLOOD DEL NOGAL, SUITE J, CARLSBAD, CA 92009. HE MAY BE •••'' REACHED AT (619) 438-0525. LIMIT OF WORK L� CALSENSE 2000 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MEYERS MEUG-I-M 285 ENCLOSURE - SIZE NOTED 0e R.AINBIRD 100 PE SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE VALVE - SIZE ONE (1) CALSENSE 2000-32 - 32 STATION AUTOMATIC NOTED - INSTALL• INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. SPRINKLER CONTROLLER, MOUNTED WITHIN A MEYERS: MEUG-I-M COMBINATION ELECTRIC METER AND CONTROLLER 0 RAINBIRD "EFA-CP" SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLF VALVE - SIZE VANDAL RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY FOR NOTED - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO 0 RAINBIRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COVER - 3/4" BE DETERMINED IN THE FIELD BY LANDSCAPE ARCHITECT AND CITY OF RANCHO CUCAMONGA AUTHORIZED REPRESENTATIVE. ■ WILKINS 575RP REDUCED PRESSURE TYPE BACKFLOW PREVENTER - 2" DESCRIPTION OF REVISION DATE CITY APPROVED H NIBCO T-113 SERIES GATE VALVE WITH'BRONZE WHEELHANDLE - LINE SIZE NOTE : CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING WITH A CAL SENSE REPRESENTATIVE CITY OF RANCHO CUCAMONGA CALSENSE 1000-S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR AMOUNT AND LOCATION AND A STAFF MEMBER OF THE CITY MAINTENANCE 19 HARDIE 102 NO. MASTER VALVE - PROVIDE ANY RELAYS AND WIRING REQUIRED FOR AUTOMATIC DEPARTMENT. ,- TERRA VISTA OPERATION BY ANYONE OR ALL CONTROLLERS cp P.M. 10547 E CALSENSE FM FLOW SENSORS - 11" CI. d. Pagano IRRIGATION CONSULTANT IRRIGATION PLAN ---�-� BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2 AND LARGER AND PVC SCHEDULE 40 FOR SIZES 1}" ,� SANTAA WFo"",..5,"E�l 5""'^""" C"92'0' ,7tn1 835.2353 AND SMALLER - SIZE NOTED 1 ":20' LEWIS HOMES BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED A II, NF1 I, "`��,. APPROVED BY. DEp Q DATE. �1-B' 90 __•_� PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED �`�� ��� `�` `T CITY ENGINEER - ,/� . 1 .3/479 RGE NO. DESIGNRECOMMEN Df.D IRRIGATION CONTROL WIRE CONDUIT INSTALLED-UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED I;� r;,, I �i LAND COW ], Y !lo cl oP V' LandscapeArchitec&&Tanning f INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES * SEE CHART FOR PRESSURE COMPENSATING SCREEN "PCS" u °A DRAWN js " UM East Deere Avenue SHEET Santa Ana, CA 92M5 7 -of �_ INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER ** ADJUST RADIUS OF STREAM ROTOR SPRINKLERS FOR HEA (714)250-4822 Fax(714) 752-2469 - INDICATES ELECTRIC CONTROL VALVE SIZE TO HEAD COVERAGE. �e Of Ct.V� CHECKED DRAWING NO RCE NO p� DATE FILE NO "PROJECT SHEET NO. OF TREE LEGEND SHRUB LEGEND PLANTING LEGEND SYM. QTY . SIZE BOTANICAL NAME S. COMMON NAME SYM. QTY. SIZE BOTANICAL NAME S. COMMON NAME BP 6 15 GAL BRACHYCHITON POPULNEUS,ZO'BOTTLE TREE AA 48 5 GAL AGAPANTHUS AFRICANUS 2' OLYdf *01.151- ' LI 6 24"13 - QUEEN kNN ND 4 15 GAL.OX LAGERSTROEMIA INDICA 15'CRAPE MYRTLE NAADINA DOMESTICA 3' HEAVENLY BAMBOO ALL SHRUB AREA TO BE UNDERPLANTED "u•T�.w�aP r+v�ri A4 2 48"BOX ..ALBIZIA, JULIBRISSEN -54w -74?,0, - W/FI ATTED GAZANIA UNIFLORA GLUMI MULTI ' ' rw�,NNTtc1011,wffY PW . 9 15 GAL PITTOSPORUM TOBIRA 3' WHEELER'S DWF. hIHITE @ 8" O.C. TRIANGULAR M(.M 4 15 NL. K46MXIA 66M01PLMA NO LO �,N4l SPACING. MG 1 15 GAL MAGNOLIA GRANDIFLORA 20'SAVLEE „SOMMER WHEELERS DWF. 'SAMUEL SOMMER' MAGNOLIA RI 44 5 GAL RAPHIOLEPIS INDICA 4'• INDIA HAWTHORN "SPRINGTIME" TURF - HYDROSEEDED, SEE NOTES NOTE: PLANT ALL SHRUBS SUCH AG 5 GAL ABELIA GRANDIFLORA 4.! EDWARD GOUCHER THAT WHEN MATURE THEY WILL "EDWARD GOUCHER" ABEL IA NOT ENCROACH UPON SIDEWALKS, 0 STREETS, TURF AREAS, TREE, TJ 2145 1 GAL TRACHELOSPERMUM IS STAR JASMINE PLANTING LEGEND ETC. (EXCEPT STAR JASMINE) . JASMINOIDES ` AA> 604w sfbo ) AVENUE ESP. ESPALIERED HA�/ENALL EX�STMIQ RANT GAL . GALLON CONTAINER MATERML 18 TO WMAIN OR TO BE ------ �---- _-- TRANSPLANTED. G.C. GROUND COVER CONTRACTOR SHALL TAKE ALL NECEESA"PRF-CAUTION HT . HEIGHT TOIN$lW *!RV NAL.�pPER DIRECTION 00 L .A. LANDSCAPE ARCHITECT CITY REPRESENTiVE•- L .C. LANDSCAPE CONTRACTOR MIN. MINIMUM M.T. MULTI-TRUNKED O.C. ON CENTER 4-I RWD. REDWOOD ��� QT'S DP S.L .A. SELECTED BY L.A. NPEC. SPECIMEN SP. SPREAD s. SPACING 3Z Ea. PLANTING KEY 00 -LI� Ll1 T ., of— Ar " A, -r SEE PLANT LIST OR � 1 l .1 �,% -� � (.; .� ; � " ,� { 4 x .:• � - ~- ': �U�rtl " I PLANT MATERIAL � , 5 SIZE OF �•'' / • x • GALLON OR BOX SIZE • �i B QUANTITY OF PLANT \ y x ' _ -z-.Y x � •,}. MATERIAL 10� ui / x x .c ! F .! -K �► x A xk ", x x ! '� HYDROSEED NOTES • ..•~• ''-. �' K • ' t " x k t a 6 p�' •'.'i • 1. ALL TURFGRASS AREAS AS DESIGNATED ON THE PLANS SHALL BE 9• " 'd0't • IV *e t - /�D\ Cn 1 HYDROSEEDED AS FOLLOWS: 44 Ar •'••.; Y + " # t t (' t 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE. i ��"'• ' '` x � i + + SMOOTH ALL SURFACES FINISH GRADE TO 1" BELOW ADJACENT WALKS, ��`'`• t Y { (' I' I �J I � �� 1��, �, DRIVEWAYS, ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS / •c x x Iii r �_,` I I _I>J SURFACE IRREGULARITIES. FILL LOW SPOTS AND EVEN I IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. ~w•'w,r�, .K •` * t ` I' I'i it I�I• I �t i�, ' + x } L.�� OWNER SHALL APPROVE FINISH GRADE PRIOR TO PLANTING. •�~' { }'t t r * 3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED MIX I ✓ P'tA1 N SSE ti Is 5 OF •'',� r o {' „';,., t •r Y ,- ; I� _ t, � 'r II''�I �� • � ' � TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: C •`��"• -. + { X 1'A. �� x t }U ri t + r i � _ CELLULOSE FIBER 30 LBS/1000 S.F. 16-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. P4jc Ar. oO t t i- fli �i IBDU 31-0-0 SLOW RELEASE 7 LBS/1000 S.F. C q •�''�.�; F• 111 I: I 4f SOIL SULFUR 3 LBS/1000 S.F. !`•• �, 'I II AG. GYPSUM 25 LBS/1000 S.F. N� •�-... ��I a SEED MIX PER LEGEND 12 LBS/1000 S.F. �~''•- 1+4 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS �•' —� ��' THE DAY Of THE HYDROSEEDING TO THOROUGHLY SATURATE THE SOIL. I •,��'• AFTER THE FIRST IRRIGATIONS, WATER SHALL BE APPLIED AS OFTEN I �•~•r... U I AND 1N SUFFICIENT AMOUNTS AS CONCITIONS MAY REQUIRE TO KEEP `'•..�•. �- THE SOIL MOIST ABOVE. AROUND AND BELOW THE SEED/ROOT SYSTEMS AS MAY BE NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. S. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGERMINATING erm OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDING. TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2" , BEGIN MOWING AT A MINIMUM HEIGHT OF 2". REFER TO MAINTENANCE NOTES FOR ADDITIONAL MOWING REQUIREMENTS. 7. REMOVE ALL ROCKS 3/4" DIAM. AND LARGER IN TOP 2" OF SURFACE SOIL IN AREAS TO BE SEEDED WITH TURFGRASS. ••���'••..• 8. TURF MIX TO BE COMPOSED OF; (90% FESCUE) 45% REBEL, 45% •_��� ���� APACHE 10% A-34 BLUEGRASS LIMIT OF WORK 41 NOTE.: CONTRACTOR SHALL PLANT TREES WITH SOIL AMENDMENTS 0 � BARRIERS PER CITY STD. DETAIL (605 A) . ANY TREE WHOSE TRUNK CENTER IS WI'CNIN FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS NOTE: REFER TO SHEET FOR 5ft bF HAROSCAPE SHALL BE PLANTED WITH SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A PLANTING DETAILS a SHEET 15 ROOT BARRIER A�vIF0 BY THE CITY I NSPECTORL MI NIMUM 6" DEPTH BY MEANS OF ROTOTI LLER OF EQUAL: FOR PLANTING SPECIFICATIONS. PLACEMENT OF TREES SHALL BE AMT./1000 SQUARE FEET APPROVED BY THE CITY INSPECTOR. 6 CU. YDS. MITR04EN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR CEDAR SAWDUST o°VILLA CAPRI 15 LBS. 12-12-12 COMMERCIAL FERTILIZER DESCRIPTION OF REVISION DATE CITY EVERGREEN THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN APPROVED Erro OF PROJECT` - -- APARTMENTS TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: CITY OF RANCHO CUCAMONGA TERRA �y TRACT 12673 6 PARTS BY VOLUME ON-SITE SOIL PROJECT - B- D VISTA G9C, CHURCH S.T. MEDIAN 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT LOCATION _ONCE LANDSCAPEPLAN 1 LB. 12-12-12 PER CU. Y0. of MIX TERRA VISTA a PARK TERIAA P.M. 2 LBS. IRON SULFATE PER CU. YD. OF MIX • VISTA THE 10547 P.M. 10547 BUSINESS OLPURPOSES ELS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR BACKFILL SCALE 1-:20' PLANTING PLAN RAMC P'll. 9897 ° c�N ANT LABORATORY INC. SANTA ANA LEWISWIS HOMES ? LAB WORK PERFORMED BY SOIL AND PL OFFICE (714) 558-8333, LAB #98125 ON 3/27/87 FOR LEWIS HOMES, APPROVED BY' l DATE' 114-919 TERRA VISTA. ��t WL ��` CITY ENGINEER RC.E N0.3147? DESIGN REC�MM ND D u. � o Land Concern, Ltd. ' , 'r DRAWN 1750 EAST DEERE AVENUE SHEET � .P5 SANTA ANA CA 92705 ♦ 3 N.T.S. PHONE (714)250-4822 �OF _1_�_ � CHECKED DRAWING NO RCE NCI- DATE CIDATE FILE NO - PROJECT SHEET NO. OF PLAN VIEW -- - — - - -- •. sr� Stacked 8wnd,Grantti Sats C`ty,RB�, _ 4 p I IH s±t1 --FLONI INE It Klll,. 1. S1AA( TIC( P[APCNOICVLAA TO ritVAIIINC • ' IGH POINT INC.W 4 AREA DRAIN / ATRIUM CONTAINER ►R101 i0 PLANTING r0A r 2. ►LACE •OROV-nVCI' TAIL IN PLANT - DRAIN TYPE GRATE- on(ArA"O: ry:POSCI fl STARING PIAN TOP Of STA{($ TO SIGN MAIN TRUH9 _ 2X6 C1r' R Or r- (2) E ^' UNGROUTED JOINTS ( ) CINCNSTTIESACCTSTACti {• APART FOR 4' -;0-12• 4• 1/2• BULLNOSE EDGE TYPICAL 12• „a1„�, - MITX12 E SPACE AS NEEDED ��••__'''' STAMPED "BOMACRON" PATTERN, STACKED BOND GRANITE 1 4'IAT�i SETTS. iNT;GRAL COLOR "AUTUMN BROWN" BY L.M. FINISH SURFACE _,-_ —4 n Rf11NR STN WAYS 0 24.O.C. 2' DIA. LOOCE POLE PIN( STARES /' LONG 1 SCOF1ELD CPL �b WITN WOOD PRESERYATIY( STAIN, STAR[ A N1 Nl N;;N OF IVINTO UNDI$TUROEO APPAOr(0 [AI( STALES .{ F STAMPED CONCRETE CURB SOIL MO ALICN $TAXES OVTSIO( ROOT /All. (21 ICA SPECIFICATICNI 'S \ --ems FLUORESCENT FIXTURE L16H'C ' A1/01 GUARD IN TVNT Anal AND FRONT YARDS. =Q BANDPAVEMENT \ e�SEE PLAN A LEGEND FOR (• olA. .rC FuroRAT(o rn( . PILE v11N 7 WASN[0 CRVSN(0 A6UEOAT( IAS( fLILI h A N \\ LOCATION. 1/2'ON. IEXCIX Of PtPC (LOCATE II' fROM TRVNI) - �• RETURN MALL AT EACH END - —sxk FINISH SURFACE - �1« ,a I �9 klu -�I -*SLOPE DRAIRL INE 1T h1N. Y v t Y {�' OCCP ROOT OA CAVAL COWTVI, P1AXTCI e ' .s y I Y , it•29•IRA 1fN[Rl RtQVIRID OR - _ 1. Ih APPAOYED COUAL. T a 41OV-KNER' PLANT TRIS PER A. bm�,fdSII+ v 4 APPROVED CONDUITY 1L NAXunttulu s RECOM(XOATIONS = �• NOTE: ij IACUILL NI: PER $P(C(rICATIDNI I� JUNCTION BOX 'TO BE LOCATED OFF TO I NATIVE 401L SIDE A NOT i� ( ✓�_= PRE-SATURATED COMPACTED SUB-BASE SAND OR AT BASE Of FIXTURE. ( rvic( ROOT But olAxTaR Imo_rtAXt rlt to IC ttl TI.VS is1E -- ' v1CTN Of TME ROOT TALL 1 12' 'ALL THE IOTTOK Or TN2 A001 • BYSENGIMEE�IfISOiLL $EISEQXPAN�IyE•DIRECTED Y , ' Y , BALL TYPICAL ENTRY LI HT SECTION STAMPED ENCLREC N RETECITY : WOOD HEADER -V SCORE AT-2O'IMTERYALS — 811 j __ I ✓'- —� 112' BUTA NOSE EDGE j _►fit► �I' + ' / FINISH GRAN/AMD. COVER 40 . .r. I Jr + ;TT+'- J-• M3 RE DAR CONTINUOUS ig IF - '} -------*SATURATE AND COMPACT EQUAL i s : h w •y'� GUBGR,!-E TO 90% PRIOR ( TO PCuR NOTE: � I 1. ALL SHRUBS/GROUND COYER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 4 GROUND COVER SPACING MOW Sc ty of rancho cc�Gamangs DRAWING 7' BERM TO FORM DEPRESSED WATERING BASIN •ST � INS # 12GAUGE W ! � _ 3 N SCREW ' 6! ' ' 5/a SCRcrI E : T wITH ,� -- 6 t (5 GRAMS) � f � 1 /2 " LEAUL I 'GROW-►OWER• PUINT TABS PER i/ D R I L L E DU I R E D ) irEKTArALIc MANUFACTURER'S RECOMENOATIOMS S.L. ` BACKFILL NIX PER SPECIFICATIONS t ° ° 11EtER—�- ° r Irl I `!. ;I I — CONTAINER PLANT ROOT * r PLANT PIT TO BE (2) TIMES THE Q `��? �( _ _ __ ___ • __ WIDTH OF THE ROOT BALL B 12" BELOW THE BOTTOM OF TIC NOT ` = ADD EYE BOLTS FOR FUTURE USE. socwAu ��'�� NATIVE SOIL ' 40TE: •; ° oRmt A►►°O�p1 I ° ` e r ` ���� ° Oft 1. UNTANGLE MATTED ROOTS BY 1005EN LNG All ROOT FROM HOSE- DO NOT CRACK ROOT SALL. S AT EDGE OF ROOT BALI WITH MATER \tea ' ; " - i 'i U R R Y TAP f9+rn s' s fA. 2. PLACE "GROW-POWER* TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION 7 ` 1 ` ` `'',-A T 1 C 'I PURPOSES. . st'RLlCtlAtt •�. NR B AND VINE LME ATTACH N T .TREE PLACEMENTP1 11 p T TO "/ ALL DESCRIPTION OF RE '0SiON DATE CITY APPROVED i ,CCANI'A LA CITY OF RANCHO CUCAMONGA TERRA VISTA W Lx No 1213 - P.M. 10547 JflTI y ti'a - It CONSTRUCTION DETAILS E Of cjk r LEWIS HOMES APPROVED BY 17 DATE 11440 3� _ CITY ENGINEER /f'p� /,T9 RCE N0 ¢7� ^E SIGN RE C 'MMENOE C Land Concern. Ltd. — - 0PA*N I 1150 EAST DEERE AVENUE SHEET SANTA ANA CA 92705 �' 1v� - - PHONE (710250-4822 of =HE ME^ RCE NO ORAW,NG NO • _ _ _ _— I 41 - DATE - -- -- riLE NC -- - 1 PROJECT SHEET NO. OF I (OVI►KNT TQ 9( INSTALL(/ AT A NIN1mp 0/ 24- PREM MY STRUITURES OR MARO"IN4i. t All AIOr( CAOlNp ISSEMBl7 Scull N(C[IY( (2) COATS Of RED ►RIMER Apo (I) COAT TF, UIERICi! ENM(l • COL31 AS SELICT(D IT T••ERO•�ND CONC VALVE BOX a COVER3EMARKED •1RR!GAT DM GATE- 1. WHEN UNIT IS NETT TO A STRUCTURE (11. WALL, IUIL01N6, ETC.) MOUNT TEST COCKS 04 — ISI 'C>tals'Y• ilB Loi A FlBD LID (OR EQUAL) OPEN OR "-S1R6KTUA( SIDE. I „I :� r'_A;• BBID CLEAN BACKFILL – SEE SPECS. FOR IN AVN AREAS FINISH GRADE ,------------------III, 99LFLOW PREVENTOR ASSVWLY ROUND CONC.VALVE BOX & COVER LINE SIZED BRASS = MUITERIAL. 90S COMPACTION REQUIRED z — (N _ "CHRISTY" FL8 BOX & FL 8D LID CATE VALVE BRASS NIPPLE - TYPICAL (4) MACES = I • OR EQUAL CRASS 90- Ell TYPICAL (2) PLACES -- ° ulVl _ _ - — _'-- -.-.. � _ _�,,�,_—I,I„ ,,. -1�,1� .,�,�__ _ LINE. SCH. 40 NON PRESSURE LATERAL +� �T!'= �=!( �, NOTE: NOTE: 1. LOCATE MEAD b" FROM WI',KS, CURBS, MARDSCAPING, MOW STRIP, HEADER BOARD, AND I. •LOCATE HEAD 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND EDGE GF LAWN. 1/2' ABOVE FINISH WADE EDGE OF LAWN. 2. LOCATE HEAD 12" FROM ALL STRUCTURES. /—H1-POP SHRUi HEAD 2. LOCATE HEAD 6' FROM ALL STRUCTURES. r-FINISH GRADE 3. USE TEFLON TAPE ON All MALE THREADS. 3. USE TEFLON TAPE ON All MALE THREADS. ' 4. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. HARDSCAPINc ilii; _ �,it -- XiI IFLUSH F M N POP-UP TURF MEAD 1' IN SOD POP-UP TURF ROTOR 112" :N SOD 1' IN SEED FINISH GRADE w FINISH GRADE R,-, t-11:71- E3 � ill ' r NON-PRESSURE LATERAL -- liLINE 1 FITTING - w du li III CLEAN BACKFILL - SEE SPECS. FOR MATERIAL, 90% COMPACTION REQUIRED — MA1:LE3 90' STREET z Jr ELL — ti SCH 80 PVC NIPPLE MARLEX 90• STREET ELL SCH 80 PVC NIPPLE N _ (MINIMUM4 NG SANG MARLEX 90 STREET Ell (MINIMUM 1 LONG) LONG) NON PRESSURE LATERAL LINE SLEEVESCH 80 PVC NIPPLE SCH 80 PVC NIPPLE TYPICAL (2) PLACES SCH 40 PVC TxT 90' ELL SIZE TWICE DIAMETER OF NON-PRESSURE (6" LONG) SCM t0 PVC TxT 90' Ell LATERAL LINE SCH 40 PVC 90• STREET ELL l i CONTROL WIRE SLEEVE - SIZE PER PLAN � _ INSTALL ADJACENT TO PRESSWRE SUPPLY 1IM"111111 HI—' _ LINE MARLEx 909- STREET Ell ��� PRESSURE SUPPLY LINE SLEEVE - SIZE SCH 80 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE A FITTING TWICE DIAMETER Of PRESSURE SUPPLY ANT1.OIUIN YAIYE AS REQUIRED ANTI-DRAIN VALVE AS REQUIRED 6' TYPICAL NOTE: HARLEX 90• ELL LINE MAR LEX 90' STREET ELL 1. LOCATE HEAD f' FROM kALKS, CURDS, MARDSCAPING, MON STRIP, HEADER BOARD. AND NON-PRESSURE LATERAL LIKE i FITTING NOTE: EDGE OF U11A1. 1. ALL SLEEVES TO BE SCH 40 PVC. Z. LOCATE ST11EA14 SPRAYS 6' FROM ALL STRUCTURES, AND SPRAY HEADS 12' FROM ALL STRUCTURES IN SMAUS MEAS BUT 6' FROM ALL STRUCTURES IN GROUND COVER AAEAS. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF MARDSCAPING AT BOTH ENDS. • 1. USE 1EF1011 TAPE ON All MALE THREADS. I TYPICAL SLEEVING - 1 HI - POP SHRUB SPRAY POP-UP TURF SPRAY HEAD 9 POP-UP TURF ROTOR 12 - 1 10 _ r i I i i 30' TO MASTER VALVE 30' TO BACKFLOW DEVICE i I " 'SNAP-TITE' ELECTRICAL 1' [N TURF AREAS CONNECTORS JUMBL CONIC. , VALVE BOX --- WITH 2-6° EXTENSIONS AND 24 IN SHRUB AREAS -- FINISH GRADE LOCKING COVER. BY AMETEK - FINISH GRADE COMMWIRE - - � VALVES — � OR EQUAL. _ � - COMMON WIRE SENS[]R _ UF14 ! �- "" - -- EXTENSION - CONTROL--- EEE % % E WATER-PRIM j SLAM CONTROL VALVE - CONNECTIONS O CONTROL WIRE WIRES BURY WITHIN I I — _) I �� - JUMBO BOX ROOT SYSTEM 13 PIPE — i CALSENSE \ ANY LENGTH DIAMETERS — IL- ..r,�,��J REDIA „ � � 10 PIPE DIAMETERS —_�1 14 AWG WIRE = I ) ( ���* IV M(N f FLOW --- WATER FLOW IN TO SENSOR MAINLINE i f.M eIoal ttnsor •''J 2yz' ZV� � v • • �, -- EXTENSION MASTER FLOW BACK-FLDW WATER - a VAL VE SENSLIt _ PRE VENTER METER 2" HARDIE 1','CALSENSE 2" FEBCO 2" 6' MIK ��•�•o•r.r��� '• � - - PEA GRAVEL c0 ,d *eS� DRAIN SL1W C ALSENSE RENDITION OF TYPICAL - CONTROLLER INSTALLATION CALSENSE MOISTURE SENSOR #CALSENSE FLOW SENSOR INSTALLATION DIAGRAMMATIC OWL _ GIRGRAMMATK oNty - OIAGRAMMATw- ONS y NOTES CONTINUE. CITY DESCRIPTION OF REVISION DATE APPROVED • PROVIDE A MINIMUM OF : CITY OF RANCHO CUCAMONGA8" OF COVER OVER ALL PRESSURE MAINLINE WIPE • ALL SPRAY HEADS ADJACENT '0 SIDEwALrS, CURBS. DkIVEwavg, pk OTHER �VEpFIRIA (.�/,O AND 12" MINIMUM OF COvEk OvEk ALS NON-F RESSUkE �ATEkAL �:NE. 'kENCH HAkDSCAPE SURFACES SHA�� HE INS'AL�ED ON AN AF•PkOPRIATE F•pP-UF BODY G� ` M, - BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LE5END AND SET FLUSH WITH THE FINISH GRADE. O v I`( TERRA VISTA PIPE OR EQUIPMENT. IN THE EVENT OF BACi,"FILL SETTLEME ��k NT• CONTRACTOR SMALL PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF 7P.M. 10547 RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE • ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHED. 40 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW E3 LIC. NO 1263 ={ ' CONTROLS ?0 PROVIDE OPTIMUM PERFORMANCE. j*� � IRRIGATION DETAI.S SLEEVE WITH rn ,6" MINInuM OF COVER. SLEEVE LOCATIONS TO HE AS SHOWN DATE 11 ON PLANS AND INSTALLED PEk DETAIL. • PRIOR TO BACKFILLING IRRIGATION TRENCHES: �. • ALL QUICK COUP'_ER VALVES ARE '0 BE INSTALLED IN SHRUB OR GkOUNDCOVER AREAS v�HENEvER FOSS:B,E' AND w:TNIN 18•' OF THE HAkDSCAPE. ALL t�u:Lr • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT LEWIS HOMES�r� COUPLER „AL VES LOCATED IN ?URF AREAS SHALL BE INSTALLED IN AN 8” 125 FSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE qjF OF CP.L��U APPROVED BY DC—Pu7•y Q � GATE //-8"90 NEW MATERIAL IN I'S PLACE. _ DIAMETER C��idCRETE VALVE BOX. CORRECTED 6Y REMOVING THE LEAK LNG FIFE OR FITTINGS AND INSTALLING CITY ENGINEER � . Q.CE 3/47"1 RCE NO l • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE DESIGN REC 'mMEN MADE WITH A E T THREADED COUPLING. ALL THREADED ADAPTERS AND OP L3f1C1 COI1>rE'ffl. Ltd. COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. � 1750 EAST DEERE AVEIr•1L'F_ SHEET • CONTRACTOR TO INSTALL AN ANANTI-DRAINAGE DEVICE FOR ALL LOW dd Pagano DRAWN SANTA ANA 111"A 92705 . t1EADS TO PREVENT LOW HEAD DRAINAGE E AND POSSI6LE SOIL EROSION. IRRIGATION CONSULTANT pF♦ONE (714)250- 4822 Oi TOO WENT FOWN OMLIT CHE CI(ED DRAWING NO WfTA—CALrOb11A 02701 _ R C E NO A (714)630-2701 QJ` DATE FILE NO – PROJECT SHEET NO. OF ; SPRINKLER IRRIGATION SPECIFICATIONS 1.01 DESCRIPTION A Scope of work: Provide all labor, materials, transportation, and S. The chart shall be a blackline or blue line ozalid print and D Brass Pipe and Fittings: 0• Miscellaneous Irrlgatton Equipment 2. SDrfnkler Heads shall De tnstalied only after flushing of the services necessary to furnish and install the Irrigation System as a different color shell De used to indicate the area of system has been accomplished to the complete satisfaction of shorn on toe Drarings and described herein. coverage for each s utloh. 1, where indicated on the Drawings, use red brass screwed pipe I. Refer to Irrigation Plans for sizes and types of the Ctty of Rancho Cucamonga. . conforming to Federal SDeclflu tion 9wN-P-351 miscellaneous irrigation equipment. 1.02 QUALITY ASSURANCE L REQUIREMENTS 6. When completed end aDDroved, the chart shall be hermetically J. SDrfnkler Heads sealed Detreen two pieces of plastic, each piece being a 2. Fittings shall be red brass conformtnq to Feder& 2. Ail etscellaneous irrigation equipment shall be a specified A. Permits end fees Tne Contractor th&11 obtain and pay for any and mintnum 20 mils. Specification 9WH-P-460. or approved equal. I. Install the Sprinkler heads as designated on the Drawings. all perelts and &11 o0sery+tions es required. Sprinkler heads to b! tnst+llld to this work shall De 7. These charts shall be completed and approved prior to final E CoDDer Pipe and Fittings equivalent in ail rlsDtCts t0 those Iteetied. !. Manufacturer's Directions: Manufacturer's directions and defatted observation of the trrtgatfon system. BART 3 _EXECUTION drartngs snail De followed In all Cates mere the manufacturers of 1. pipe: Type K, n+rd tempered 2. Spacing of heads shall not exceed the maximum indicated on articles used in this contract furnish directions coverinq points D. Operation and Maintenance Manuals: 3.Ot OBSERVATION the Drartngs. In no case sM11 the spacing exceed the not shorn in the Dravtngs Ind SDeciflc+tions. 2. Fittings: wrought copper, solder joint type maximum recommended Dy the manufacturer. 1. Prepare and deliver to the City of Rancho Cucamonga within Site Conditions: C. Ordinances and Regulations: All loch, municipal and state laws, ten calendar days prior to completion of construction, two 3. Joints sn&i1 Oe soldered with silver solder, 45Z silver• 15Z 3.04 TEMPORARY REPAIR$ i and rules and regulations governing or relating to any portion of hard cover binders with three rings containing the following copper, 161 zinc, 24Z cadmium, solidus at 1125 F. and 1. All scaled dimensions are approximate. The Contractor shall this work are hereby incorporated into and made a part of these information: liqutdus at 1145 F, check end verify all size dimensions and receive City of The Clty reserves the right to make temporary repairs as necessary to Specifications, and their provisions shall be carried out by the Rancho Cucamonga's approval prior to proceeding with work keep the sprinkler system equipment in doer+flog condition. The Contractor. Anythtnq contained to these Specifications shall not A. Index sheet stating Contractor's address and telephone F. Gate W Ives: under lois Section. exercise of this right by the City shall not relieve the Contractor of number, list of equipment with name and addresses of hes res De construed to conflict with any of the +Dove rules end Donilblltties under the terms of the Guarantee as herein regulations or requirements of the same. However, rnen these local nanuficturer's representative. 1. Gate valves 3" and smaller shall be 125 lb. SMP bronze gate 2. Exercise extreme care in excavating and working ne+r existing specified. Specifications and Or&clogs till for or OescrtDe naterl&1s, valve with strew-In bonnet, nonrising stem and solid wedge utilities. Contractor shall be responsible for damages to workmanship, or constructto^ of a better quality, higher st&hoard, b. Catalog and parts sheets on every material and equipment disc. utilities which are caused by his operations or neglect. 3.05 EXISTING TREE$ or larger size than is required Dy the above rules and installed under this contract. Check existing utilities drawings for existing utility 2. Gate v+Ives 3" and smatltr shall have threaded ends and shalt regulations, the provisions of these Specifications and Drawings locations. Where it is necessary to excavate adjacent to existing trees, the shall take precedence. t. Guarantee statement. De equipped veto + bronze handrneel. Contractor shall use all possible tare to avoid injury to trees and 3. Coordinate installation of Irrigation natertals Including tree roots. Excavation In areas where two (2) Inch and larger roots D. Explanation of Drawings: d. Complete operating end maintenance instruction on all ). W to valves 3" and smaller shall De sietlar to those pipe, so there shall be RQ interference with utilities or occur shalt De done by hand. All roots two (2) inches and larger in major equipment. manufactured by Ntbco or approved equal. other construction or difficulty in planting trees, shrubs, diameter, except directly in the path of pipe or conduit, shall be 1. Due to the scale of the Drawings, it is not possible to and ground covers. tunneled under and shall be heavily wrapped with burlap, to prevent 2. In a0dttton to the above nenttoned maintenance manuals, 4. All gate valves shall De lnstalle0 per install+ttOn detail. indicate all offsets, fittings, sleeves, etc. which may De scarring or excessive drying. Where a ditching machine Is run close to requtrld. Tne Contr&ctor shall carefully lnvesttgate the provide the City's maintenance personnel with instructions 4. The Contractor shall Carefully check all grades to satisfy trees having roots smaller than fro (2) tnthes in diameter, the wall of structural and finished conditions affectin ell of his work for major equipment and snot evidence 1n writing to the City G. Quick Coupling Valves: Quick coupling valves shall have a brass himself that he may safely proceed before startin work on 9 f two-piece Dori designed g the trench adjacent to the tree shall be hand trimmed, erking clean dna plan hIs work eccordingiy, furntshfng such fittings, etc. o Rancho Cucamonga at the conclusion of the project that y g ed tOr corking pressure of 150 P.S.I. the trrtgatton system. cuts through. Roots one (1) loch and larger in diameter shall be as nay De required to meet such conditions. Drarings are this service has been rendered. operable with quick coupler. Key size and type shall be as shorn on plans. 3.02 PREPARATION Painted with two coats Of Tree Seal, or equal. Trenches adjacent to generally dtagr&nimatit and indlc&ttve of the cork to be tree should be closed rithtn twenty four (24) hours; and there this {s installed. Tne work snail be Inst&lied in such a Wanner as to E. Equipment to be Furntsned: not posstple, the side of the trench adjacent to the tree shall De kept avoid conflicts between the irrigation system, planting, and M. Backflow Prevention Units: A. Physical Layout: shaded with burlap or canvas. architectural features. 1. Supply as a part Of tots contract the following tools: 1. Backflow prevention units shall De of size and type tndlc+ltd I. Prior to installation, the Contractor shall stake out all 3.06 FIELD QUALITY CONTROL 2. All cork celled for on the Drarings Dy notes or details sM 11 a. Two (2) sets of special tools required for removing, On the irrigation drwings. Instill backflow prevention pressure supply lints, routing and location Of sprinkler De furnlsned and instetle0 whether or not specific&11y disassembling and adjusting each type of sprinkler and units in accordance with the Drawings. heads. A. Adjustment of the System: mentioned in the SDecifftations. valve supplied on this project. 2. Mye strainers &t backflow prevention units snarl neve a 2. All layout shall be approved by City of Rancho Cucamonga 1. The Contractor shall flush and adjust all sprinkler heads for 3. The D. Tro (2) Four foot valve keys for operation of gal system as shorn on the Drawings bronzed screwed body with 50 mesh monel screen and shall be prior to installation. optimum performance and to prevent overspr+y onto calks,Contractor shall not a willfully install thertngs rnen it is obvious in us i irrigationthe he valves. sietlar to Batley /1008 or approved equal. 8. Mater Su 1 roadways, and buildings as much as possible. _DD Y� field that obstructions, grade differences Or discrepancies C. Trp (2) keys for tach automatic controller. 3 Ali pressure mainline piping between the point of connection in area Dimensions exist that might not nave been consider be and the backflow preventer shall be installed as required by 1. Irrigation system shall be connected to rater supply points 2. if it is determined that and motnts 1n the irrigation to engineering. . Such obstructions or differences should De equipment will provide proper and more adequate coverage, the brought to the attention of the Ctty of Rancho Cucamonga. In d. One (1) quick coupler key and matching nose swivel for local code. Tne Contractor shall verify with the tocol of connection as 1n01cated on the Drartngs. Contractor shot make such adjustments prior to planting. the event this notification is not performed, the Contractor every five (5) or fraction thereof of each type of quick governing body as to material type and installation Adjustments may also Include changes in nozzle sizes and shall assume full resDons1D111ty for any revision necessary. coupling valve tnstalied. procedures prior to start of Construction. Submit shop 2. Connections shall be made at approximate locations as shown degrees of arc as required. drawing for approval. on the Drawingp. Contractor Is responsible for mf nor changes 1.03 SUBMITTALS 2. The above mentioned equipment shall be turned over to the cased by actual site conditions. 3. lowering raised sprinkler heads b City at the conclusion of the Drojcct. Before fine) I. Check Valves: eay the Contractor shall be A. Material list: observation can occur, evidence that the Owner has received C. Electrical SupD1Y- accomplished within ten (10) days after notification by the matert&1 must be shorn to the Ctty of Rancho Cuc+mongi. 1. Swing check valves 2" and smaller shall be 100 pound M.O.G. y• 1. The Contractor shall furnish the articles, equt ment, bronze construction with replace&Die canDosltlon, neoprene or 1 Electrical connections for automatic controller shall De made D 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING rubber disc and shall meet or exceed Federal Specification t° elettrlcat points of connection as indicated on the 1. All sprinkler heads shall be set perpendicular to finished maters+is, or processes sDeclfled Dy name to the Drartngs and wades unless otherwise desi hated on the Orawin Speclflcatlons. No substitution will be allowed ritnout plass A, Type IY. Drawings. 9 q gs. written approval p the U t of Rancho Cucemon a. A Handling of PVC Pipe and Fltttngs: Tne Contractor is cautlone0 to DD Y Y 9 exercise care to nandlln loadln unloadtn and storm of PVC 2. Connections snail be made at approximate locations as shorn 5. Rain Bird EFA-CP-PRS valves rill be set per manufacturers 9• 9. 9. 9 2. Anti-dreln valves shall Dc of heavy duty virgin DVC specification so that each lateral o 2. Complete material lest snail be submitted prior to perfornin pipe and fittings. Alt PVC pipe shall be transported in a vehicle construction with F.I.P. thread inlet and outlet. Internal on tr,e Drawings. Contractor 1s responstbte for minor manges Aerates at design any work. Material list shall include the manufacturer9 rhicn allots the length of DID¢ to 110 flat so as not to subject parts shell De st+Intess steel and neoprene. Anti-drain caused by actual site conditions. pressure. model number and description of all materials and equipment it to undue bending or concentrated external load at any point. valve shall be field adjustable against drawout from 5 to 40 e di Any section of pipe that has been dented or damaged will be feet of head. Anti-drain valve shall be similar to the b 3 03 INSTALLATION B. Testing of Irrigation System: used. Although manufacturer and other information may scardeand, lnstatled, shall be rept&cod rite new D!Ding. Valcon "ADV" or approved equal. b! different, the following is a guide t0 proper submittal did ifA. Trencnin 1. Tht Contractor Shrill re vest the 9 q presence of the City's format. 1.05 SUBSTITUTIONS Authorized Representative in writingat least 48 hours in J Control Miring: advance of testin 1. Dig trenches straight and support pipe contfnueusly on bottom g• Ii�m �S r, tete- -- VfaLLialLg�-N4_- A. If the Contractor wishes to substitute any equipment or materials 1. Except as noted otherwise, connections between the automatic of trench. lay Dido to an even grade. Trenching excavation for those equipment or materials listed on the Dr&clogs and controllers and the electric control valves shall be na0e snail follow layout indlcattd on Drawings and as noted. 2. Test all pressure lines under hydrostatic pressure of 150 1 Backflow Preventer Febco B.Sr Specifications, he may do so b providing the following pounds per square inch, and prove ratertiyht. Y Y 9 9 with direct burial copper wart AWG-U.F. 6wi volt. Control 2, Provide for a minimum of twenty-four (24) inches cover for 2 Automdtic Controller Calsense 2000 Series information to the Ctty of Rancho Cucamonga for aDDroval: wiring installed In control wire conduit within structure J- shall be made with ANG-TM solid copper wire. Pilot wires pressure mainlines 3" end larger. 3 Gatt Vi1Vt Mf DCO T-113 1. Provide d statement Indicatingt'e reason for making the Nott: misting Of pressure mainlines thrill OCCur pfiOf to 9 shall De a different color be for each different ;, Provlda for a minimum of eighteen (18) inches cover for all installation pf elettrfc control valves. 4 Etc. Etc. Etc. zuDstitutton. Use a separate sheet of paper for a&cn item to controller. Common rhes shall be white with + different be substituted. color stripe for each automatic controlicr. Install in pressure supply lines. 3. All piping under paved areas shall be tested under irrigation submittal Host Ce sDeciftc and complete. All accordance veto valve manufacturer's specifications and wire 4. Provide for & minimum cover of twelve (12) inches for all hydrostatic pressure of 150 pounds per square i nch, and items must be listed and should include solvent/primer, wire, 2 Provide descriptive catalog 1lterature, performance charts mart. In no case snail vire size be less than 114. COnneCtOri, NO Copies of and stow Charts for loch item t0 De Substituted. ^p^-pressure 11neS. proved watertigh wire valve boxes, etc. t, prior t0 Driving. manufacturer's 1lterature (catalo cuts) are required as 2. Miring shall occupy the same trench and shall be installed 9 3. Provide int amount of cost savings if the substituted Item is along the same route as pressure supply or lateral lines S. Provide for a minimum cover of eighteen (18) inches for all 4. Sustain pressure in lines for not less than six (6) hours. submittal information. approved. wherever control wiring. If leaks develop. replace dints and re eat test until entire i possible. 9 j D system is proven watertight. 3. The Contractor may submit substitutions for equipment and g_ The Clty o/ Rancho Cucamonga shall stave the sole resDonslDtltty in 3. where more than one (1) wire Is placed in a trench, the 8. Backfilling: materials listed on the Drawings by following procedures as 5. All hydrostatic tests shall be made only in the presence of accepting or rtjecttnq any substituted item as an approved equal rtrtnq shall be taped together at intervals of fifteen (15) it. 1. Tne trenches snail not be backfilled until all re the General Contractor, or the Cit of Rancho Cutaeon a. No out11ne0 Ln Section 1.05 of the Irrigation Specific&tions. to loose equipment and materiels 11steC on the Drawings and qutred tests Y 9 Specifications. 4. An expansion curl shall be provided rithtn three (3) feet of are performed. Trenches shall be carefully backfilled with pipe shall be backfilled until it has been observed, tested 4. Equipment or materials installed or furnished without prior the excavated materials approved for backfil)in D g• approval of the City of Rancho Cucamonga may be rejected and each circ connection. Econnecti curl snail el of sufficient DD g, consisting and a proved in writin the Contractor required to remove such materials from the i•06 GUARANTEE length at each splice connection at each electric Control of earth, loam, sandy clay sand, or other aDDroved valve. so that in case of repair, the valve bonnet may be materials, free from large clods of earth or stones. Backfill 6. Furnish necessary force pump and all other test equipment. site at his own expense. A. Tne Guarantee for the trrigatton system shall De rade fn Drought to int surface without 0lsconnecttng the control shall be mechanically compacted in landscaped areas to a dry accordance with the attached form. The General Conditions and wires. Control wires snail be edea loosely in trench ritnout density equal to adjacent undlsturDed so11 to ptantfng 7. When the irrigation system is completed, perform a coverage 5. Approval of any Item, alternate or substitute Indicates only Supplementary Conditions of these Specifications shall be filed stress or stretcntng of Control wire conductors. areas. Backfill will conform to adjacent grades without test in the presence of the City of Rancho Cucamonga, to loaf the product or products apparently meet the requirements rein the City prior t0 acceptance of the Irrigation custom. dips, sunken areas, humps or other surface irregularities. determine if the rater coverage for planting areas is of the Drawings and Specifications on the pests of the S. All splices shall be made with Scotch-Lok 93576 Connector complete and adequate. Furnish all materials and perform all Information or samples submitted. 8. A copy of the Guarantee form shall be included In the operations Sceitng packs, Rainbird Snap-Tito vire connector, or approved 2. A fine granular material bacKfill will be initially placed on work required to correct any inadequacies of coverage due to 6. Manufacturer's rarrenties shill not relieve the Contractor of and maintenance manual. equal. Use one spike per connector sealing pack. all lines. No foreign matter larger than one-half (1/2) inch deviations from plans, or there the system has been willfully . nfs liability undtr int guarantee. Sutn warranties ender in size will be permitted in the initial backfill. installed as indicated on the Drawings when it is obviously only supplement the querantee. C. Tne Guarantee form shall De re-typed onto the Contractor's 6. Field splices between the automatic controller and electrical inadequate, ritnout bringing this to the attention of the letterhead and contain the following information control valves will not be allowed ritnout prior approval of 3. Flooding of trenches will be permitted only with approval of City of Rancho Cucamonga. This test shall be accomplished the Cit of Rancho Cutamon a. the City of B. Record drawings: UARancho Cucamonga. before any ground cover is planted. Y 9 GRANTEE FOR SPRINKLER IRRIWTION SYSTEM i. Tne Contractor shalt provide and keep up to date and complete K. Automatic Controllers: 4. 11 settlement occurs enc subsequent adjustments in pipe. 8. Upon Completion of each phase of work, entire system shall be + record set of Dlue Ifne ozalid prints rhicn shell De We hereby guarantee that the irrigation system we have furnished valves, sprinkler heads, la.n or planting, or other tested and adjusted to meet site requirements. and lnstillod is tree from defects in materials and workmanship, 1. Automatic controllers shall De of size end t De shorn on the construction art necessary, the Contractor shall make all COrreCttd daily and show !very change from the original and the work has been completed in accordance with the Drawings drawings y required adjustments ritnout cost to the Ctty. 3.07 gA1NTFNANCE drartngs and specifications and the exact installed 9 locations, sizes, and kinds of equipment. Prints for these and Specifications, ordinary rear and tear and unusual abuse, or purposes may be obtained from the City o/ Rancho Cucaaanga +t neglect excepted. We agree to repair or replace any defects in 2, Final location of automatic controllers shall be approved by C. Trencnlnq and Backfill Under Paving: A. The entire irrigation system shall be under full automatic cost. This set of drawings shall be kept on the site and material or rprkmanthtp &hien may develop during the period of one the City of Rancho Cucamonga. operation for a period of seven (7) days prior to any plantfnq. tTrenches located under areas where paving, asphaltic tont rate year from date of acceptance and also to repair or replace any . snail br used only as & record set. damage resulting from the repairing or replacing of such defects or concrete, will be installed thali De backfilled ■stn sand B. Tne Cit of Rancho Cucamon a reserves the ri ht to waive or 9 9 D 9 9 3 Unless otnerrise noted on int Drarings, the 120 volt Y 9 9 2. These drartngs (a layer sex (6) inches De ted the pipe and tore! (3) inions shorten the op shall also serve as work progress sheets and at no additional cost to the City. We shall make such repairs or electrical Oc.er to the automatic controller location shall eration period. replacements within a reasonable tial, as deterelned by the City, be furnished b above the pipe) and comoactin layers to 95Z compaction, shall De the basis for ne+surement and payment fpr cork y others. Tht final eltttrital hook-uD shill completed. These drawings shall be available at all times after receipt of written notice. In the event of our failure to De the responsibility of the Contrctor. using ramal or mecninical tamping devices. Trencnes for a 3.08 CLEAN-IIP for oDserwtion and shall be kept In a location designated Dy hake sato repairs or replacements within a reasonable time after Dieing spall be compacted to equal the compaction of the the City of Rancho Cucamonga. Should the record blue line receipt of written notice from the Ctty, re authorize the City to L. Electric Control Valves: existing adjacent undisturbed soil and snail be left: in a Clean-Up shall be Wade as each portion of cork progresses. Refuse and record drawing progress sheets not be available for review or proceed to have said repairs or replacements made at our expense firm unyielding condition. All trenches shalt be left flush excess dirt shall be removed from the site. all calks and paving shall ' not be up-to-date at the time of any observation (refer to and re rill Day tot costs and charges therefor! upon demand. 1. All electric control valves shall be the same size and type with the adjoining grade. Tne Contractor mall set in place, be broomed or washed down, and any damage sustained on the work of Section 3.10 - Inspection Schedule), it rill be assumed no shorn on Drarings. cap and pressure test all piping under paving prior to the others shall be repaired to its original fond{tion. work has been completed and the Contractor rill be assessed paving work. the cost of that site visit at the current billing rate of PROJECT: __-_ __ 2. All electric control valves shall have a manual floc 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE the City of Rancho Cucamonga. No other observations shall +djustnent. 2. Generally ng under existing walks is done by jacking, take Deice prior to payment of roar assessment. LOCATION: _____ __ ____ boring or nydriultc driving, Dut mere any cutting or A. The Contractor shall operate each system in its entirety for the 3. Provide and install one control valve box for each electric breaking of sidewalks and/or concrete is necessary, it shall City of Rancho Cucamonga at time of the Final Observation. Any 3. Tne Contractor shall make neat and legible notations on the SIGNED: -_ I--- -__ control valve. be done and replaced by the Contractor as a part of the items deemed not acceptable by the City of Rancho Cucamonga shall Contract cost. Permission t0 cut or break sidewalks and/or be reworked to the complete Satisfaction of the City Of Rancho record droving progress sheets daily as the cork proceeds. ADDRESS: ll snowing the work as actually installed. For example, should -__ M. Control Y+lve Boxes: concrete shall De obtained from the City of Rancho Cucamonga. a piece of equipment be tnstelled fn a location that does not Cucamonga. No hydr+ultc driving 9111 be perettttd under PHONE. match the plan, the Contractor most indicate that equipment DATE OF ACCEPTANCE: 1. Use 8 112" I.D. x 11 3/4" round concrete valve boy with concrete paving. B. Tne Contractor shall show evidence to the Cfty of Rancho Cucamonga has been relocated in a graphic manner so as to match the Fibrel;te lid for all gate valves. Extension sleeve from that the City has received all accessories, charts, retord original symbols as indicated to the irrigation legend. Thevalve b.. to gate valte shall be PVC Sc.".caul& 40 - 6" minimum 3. Provide for a ■intmum cover of etgnteen (1B) inches between drawings, and equipment as required before Final Observation can PARS j - PRODUCTS size Valve box shat. be similar to Christy "F8 got" va've the top of the pipe and the bottom of the aggregate Dase for occur. relocated equipment end dimensions rail then be transferred �� / t +11 pressure and non-pressure piping installed under to the original retord drartng plan at the proper flee. 2.01 MATERIALS bow w .h Ch- s.y "FLBC` lid or approved equal. aspnaltic concrete Davtng. T 10 OBSERVATION SCHEDULE 4. Before the date of the final observation, the Contractor A. General: Use only new materi&ls of brands and types noted on 2. Use 10 � B" x t7 ?14 concrete -actanqular box wit. "itr< y;e D. Assemblies: shall trinsfer all information from the 'record drarin iid `or all elects' -ontrol waives. Valve D y sha:l 5t A. Contractor shall be responsible for notifying the City of Rancho g" Drarings, sDeclfled hereto, or approved equals. s1m"a Christy n9 Boz wit" Christy "redo 'c or Cucamonga in advance for the following observation meetings, prints t° a sepia myiar or similar mylar material procurtd 1 1. Routing of sprinkler irrigation lines as indicated on the from the Cit of Rancho Cucamonga. All work shall De in +ppro-O ecua arcordiny to the tine indicated: t Y 9 8. PVC Pressure Main Llne Dipe and Fittings: Drawings is diagrammatic. Install lines (and various waterproof India ink and &polled to the eye+r Dy a tecnnlcal assemblies) in such a manner as to conform with the details pen made exDressl for use on m ler material. Such en shall 3. Inst; -ccs remote _.,^fro, v8.ve it a separate we've Boz 1. Pre-Job Conference - 7 days Y Y D 1. Pressure main lint piping for sizes 2' and larger, shall be Each a number ,•;11 be neat brandep on valve box to,, .itn in the Drarings. be similar to those manufactured by Rapidograph, Kueffell i PVC Class 315. 1 11ne installation and testin - 48 trouts Esser, or Fiber Castell. The dimensions shall be made so as 2" te'1 otters. grinding unit available from Nvdroscaoe 2. Pressure Supp y g Produces. Inc he., .cumber (714) 639-1850. 2. Install no multiple assemblies in plastic lines. Provide to 0e a&stly readable even on the final Controller chart (see 2. Class 315 pipe shall be made from an NSF approved Type I, D each assembly veto its own outlet. 3. Automatic controller installation - 48 hours ( P Section C). The original mylar "rtcord drawing" plan shall be Gr+de I, PVC compound conforninq to ASTM resin specification w Sprinkler Heads: submitted to the Ctty of Rancho Cucamonga for approval prior 01784. All pipe must meet requirements as set forth in 3. Install all assemblies specified herein in accordance with 4. Control wire installation - 48 hours Federal Specification PS-22-70, with an appropriate standard p d d Paganoto the completion of the controller chart. 1. All sprinkler heads shall be of the same size, type, and resective detail. In absence of a detail Drawing or S. The Contractor shall dimension from two (2) permanent points dimension (S.D.R.) (Solvent-weld Plpe). p p tattoo with the diameter (or Specification pertaining to & specific item required to pp deliver the same rate of reel 1 S. Lateral line and sprinkler installation - 48 hours of reference, Du1101ng corners, sidewalk, or road radius) of throw, pressure, and discharge as shown on the complete the work, perform such work in &ccordance with best IRRIGATION CONSULTANT intersections, etc., the location of the followtnq ltews: 3. Pressure vain line D!D!ng for sizes 1-1/2" and smaller shall drarings and/or as specified in these special provisions. standard practice with prior approval of the City of Rancho 6. Coverage test - 48 hours Sol WEST FOURTH STREET De PVC Schedule 40 wren solvent welded jOinLf. CUComOnga. SANTA AMA CALIFORNIA 07701 (T14)$36-2363 A. Connection to existing rater lines. 2. Spray heads shall have a screw adjustment. 4. PVC pipe and fittings 7. final �servatfon - 7 days 4. Schedule l0 DiD! shill De made from NSF approved Type I, gs shall be thoroughly cleaned of dirt, D. Grade I PVC compound conforming to ASTM resin specification ;. Riser units shall be fabricated in accordance with the dust &nd moisture before tnstallatlon. install&tion and Connection to existing etectrlcal power. D1785. All pipe must meet requirements as set forth in solvent welding methods shall be as recommended D the pipe B. When observations have been conducted by other than the City of Federal Speciffc+tion PS-21-70. details shown on the drawings. Y P Rancho Cucamonga, show evidence 1n writing of when and by roan and fitting manufacturer. these observations were made. t. Gate v+Ives. 9 S. PVC solvent-veld fittings shall be Schedule 40, 1-2, lI-I NSF 1. Riser nipples for all sprinkler heads shall be the same size S. On PVC to metal connections, the Contractor shall work the d. Routing of sprinkler pressure lines (0lnension ea:. as the riser opening in the sprinkler body. C. No site observations will commence without "As-Built` record 100' aro^g routing). approved conform to ASTM test procedure 02466. metal connections first. Teflon tape or approved equal, CITY shall be used on all tnreedea PVC to PvC, dna on +ll drawings. In the event the Contractor calls for a site visit DESCRIPTION OF REVISION GATE APPROM 6. Solvent cement end primer for PVC solvent-recd pipe and 5. Ali sprinkler heads of the same type shall be of the same threaded PVC to metal joir.cs. light wrench pressure is all without "As-Built" record drawings, without completing previously I. SDrfnkler controi v+lues. manus+cturer. that is required. Where thrcadeQ PVC connections are not tcrrections, or without preparing the system for idea visit, t�NIA (A r fittings shall be of type and install+tion eetnods prescribed - f. Routing of control wiring and locations of all splice by the manufacturer. 0 Identification Tags requtre0, use tnrea0ed PVC adapters into which the pipe may he shall t responsible for cerates per the City of Rancho �v�\�0 os^ CITY 0 F RANCHO C U CA M 0 N GA boxes. De solvent welded. Cucamonga at his current billing rates per hour portal to portal G '''!�O (plus transportation costs) for inconvenience. No further site Z M• .Sq 7. A11 PVC DiDe oust Dear the following markings: 0 \Z 1. I.D. tags for electric control valves shall be manufactured visits will be scheduled until this charge has been paid and F1 from Polyurethane BehrE. Line Clearance: All lines shall have a minimum clearance of received. 0� ?1 g. Outck couDllnq valves. dwith black Dlett r. Use flow y's standard tag TERRA V S T A A. Nanuficturer's name twelve (12) inches from each other and from lines of other hot stamped with black letters on yellow background. Tags to D. Nominal DiDe size trades. Parallel lines shall not be installed directs over one �I�, iilU. 1283 -"t h. Stub-outs for future connection. shall be numbered to match programming shorn On the y C. ScneOule or cl+ss another. d. Pressure rating to P.S.I. drarings. Provide one tag for each electric control valve. uJ n I. Other related equipment as directed by the City of C4 iD f u e. NSF (National Santt+tion Foundation) approval F. Automatic Controller P BSB 10547 Rancho Cucamonga. 2. Special order tags from T. Christy Enterprises, 1211 Struck _ f. Date of extrusion END OF SECTION � ATE e Avenue, Orange, CA 92667. Phone (714) 771-4142. Install as per manufacturer's instructions. Remote control valves 6. On or before the date of the final observation, the 8. All fittings shall bear the manufacturer's name or trademark, P Vandal Resistant Controller Enclosure: shall be connected to controller in numerical sequence &s shown on Contractor snail deliver the corrected and completed sepias material deslgnatton, size, &Doric&bre I.P.S. schedule and verthe Drawings. `e� IRRIGATION S no the City of Rantno Cucamonga. the of the wilityds will NSF seal of +pprov+l. 1. Controller enclosure shall be of size and type shown on the ,PlgjF OF CA�,`v�� not relieve the Contractor of the resDonsiDtfrom he irrigation drawings and irrigation detail sheet. G. M1gh Voltage N1r1ng for Automatic Controller: furntshtng required information that may be omitted from the C. PYC Non-Pressure l&teril lint Piping; LEWIS HOMES prints 2. A backboard shall be secured to the controller enclosure I. 120 volt power connection to the automatic controller shall T. Non-Pressure butted lateral line piping shall De PVC Schedule housing t° provide a base for mounting the automatic De provided by the Contractor. T C. Controller Charts: 40 veto solvent-weld joints whin tnstalied to pl&ming anis. sprinkler controller and terminal :trip. APPROVED 8Y: D� V/ Y DATE' /�-� �� 2. All electrical cork Beall conform to local codes, ordinances, CITY ENGINEER �D�'�+ " Q[F 3/47 ! RC E NO. + _ 1. As-built drawings shell be approved by the City of Rancho 2. Non-pressure lateral line piping installed under paved areas 3. A 117 volt duplex Dox shall be provided with and On/Off and union authorities having jurisdiction. Cucamonga before controller cMrts +re prepared. Snail De PYC Schedule 40 with solvent re1QeQ joints. switch, and 117 volt receptacle. Metal conduit shall run from the 117 volt supply to the controller housing. All H. Remote Control Valves: 2. Provide one controller chart for each controller supplied. 3. Pipe shall be made from NSF approved, Type I, Grade 11 PVC R E C�AAfv) N DESIGN p yD borer r t n the housing shalt be properly phased. � � 'l, compound conforming to ASTM resin specification D1784. All I. Install where shown on the Drawings. When grouped together, M 3. The chart shall show the area controlled by the automatic pipe oust meet requirements set forth to Federal 4. A terminal strip shall be provided, clearly indicating the allow at least twelve (12) inches between valves. Install C Land CO[1Gern, Ltd controller and shall Oe the maxtax,e size Wiich the controller SDectfication PS-22-70 with an appropriate standard dimension prober Dotnts of connection of all appropriate tiring each remote control valve in a separate valve box. 1 750 EAST DEERE AVENUE SHEET door rill ailor. ratio. (station valves, master valve, common, central control.) DRAWN I. Flushing df system: SANTA ANA C A 92705 -12-OF _ 4. The chart 1s to De a reduced drartng of the actual installed 4. Except as noted to paragraphs 1, 2 and 3 of section 2.018, LP system. However, in the event the controller sequence is alt requlrenents for non-pressure lateral line ptpr and I. After ail new sprinkler pipe lines and risers are in place PHONE (714)250-4822 13 not legible rnen the drawing it reduced, 1t shall be fittings shall De the seine as for solvent-veld pressure mato diversion cork has been DRAWING NO Specifications. and connected, all necessary diverC M E C K E 0 oniarged to a size that well be readable when reduced. line pipe and fittings as set forth in section 2.016 of these completed, and prior to installation er sprinkler heads, the r� R C E MO control valves shall De opened and lull head of rater used to O.D. PA G A N O DATE FILE NO /z1a flush out the system. PROJECT SHEET NO. OF CONCRETE 10 .CONCRETE FINISHES E. PIafit_L.Ist - Is indicated on drawings. 14.PLANTING MES, SHRUBS, AND GROUND COVERS " B. Fertilization - Fertilise thele (3) weeks after planting with 5 1 SCOPE Flat surfaces shall be screeded to the requirea levels and slopes and A. vines and shrubs shall be planted 1l) pits at least 18" greater pod�ds 16-6-8 per 1,000 s f F. Sizes of Planes - Small be as stated on the Plan. Container D q. t.; fertilize thereafter every then any excess wafer and laitance removed Concrete shall be Stock �l gallon, 5-gallon, and 15-gallon) stall have been grown in dlamter than their bdl; of earth drd at lydst 12" below the thirty (30) days. Furnish ) compacted with d grid tamer, and then floated to � true level surfd,r bottom of the Gall. Compacted soil at bottom of it shall be drd 'nstdll all l nett' wJrl ,or'. :I. '• d, Indicated in the In Cuntdlnetl fur dI 1edSL Unt' (1) year, but not Over two years. p D drawer;•, and <.petified Irclutln,] within the toleran,u of :•8" dl,ing a 10" straight edge. louseded and the pit filled with "prepared Soil" to the bottom C. Disease and Pe;t Control - For Control of slugs and snails, G. Substitutions - Substitutions for the indicated sant materials of the ball . When the plant has been pruparly set, the pit apply pelletized trica)cium arsinate 5% by weight and Sec' pldns f,,r cor,rtt,• finl�h in ldndscape area;. p shall be filled to the required grade with "prepared Soil" and metaldehyde 54 by weight as per manufacturer's recommendations A. Iurr,ilh and St ; all reinf0f, 'n3 slee I b::lts, ann ari(rr,S will be permitted provided the substitute materials are approved in advance by the L.A. and the substitutions are made at no thoroughly settled by tamping dela watering. All vines shall be two (?) weeks after installation. B. Install all lte: S r(quiied by cthet trial, wr't,l) ere to be Last Int 11. EXPANSION JOINTS additional cost to the Owner. Except for authorized variations, removed from Stakes, united, and securely fastened in an Concrete. all substitute plant materials shall conform t0 the approved manner to the wall, fence, or other surface next to For control of cutworms and Other soil insects, apply Metro Pla en.ttt , f expdr.siur, joints shall be as directed and deterfrined by which they are platned. brand soildrin as per manufacturer's recommendations two (2) ld,uumJrk ts Jf slab tnt1S r Itet " . " inSrequirements of these S;:ecificdtions. It the accepted Substitute EJ. or drJwlny'. ExV• lun )Dint weeks after installation. This product contains Dieldrin, C. Cor:cr, te mow sit I;,,,, fottir,, fir iiia 11 s, ftn, in „ bin hes, I mdttttal Shall be Q,.Ick J, int, or a roved equal, or as noted in materials are of a less value than those indicated or specified, where applicable. pF' the Contract price will be ad).;sted in accordance with the B. Prepare a depressed water bdstn as wide as plant balls at each Lindane and Phosphoruthioate. Plans. plant. Water thu+.,uyhly, bdckfilllny Jry voids with additional 2. GENERAL provisions of the ctntract. prepared planting mix. Exterminate gophers and moles and repair damage. All rP , - 12. PROTECTION H. Plants Not Approved - Plants not approved are to be re^loved from: C. Ground Covers D. Pruning - All shrubs and trees shall be pinch pruned as f Lots of subse •i. i i, Orr S;,t•rt, , ation, f0, site immediately and replaced with suitable plants. 't f. L.A. p All finished concrete work shall be barrlcdded to pedestn ar traffic necessaryencourage new growth and to eliminate rank Sucher Publii W;,ks Cur,truc,+or , shah . aVT�y exc.L; �� ,reified teres . i and/or City reserves the right to reject entire lots of plants to for three (3) days. Batr,cad- s shell De placed itimiedidtely after (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be concrete finishing. Cort•Jctor shall furnish, lace, and remove a'1 represented by defe.''ve samples. � q V cover areas shall be moistened prior to Alantin No flat removed. No major 3. MATERIALS if hip, cwt, DJrricadt" C Trdttrr .n-ill ht re%pnnsible fur an p g pruning shall be done without the approval Of C 1 y plants shall De planted to dry SOII . the city maintenance inspector. A. P rt ln+d re ;^all _-Orfor^ to A':'rr-f:�0, Ty;•E „e ddr.ayv t,, new tOtis IIuctIOr, and rel,1,dten,.rit Ut IepdII (if the work S. FERTILIZERS AND SOIL CONDITIONERS shall be + Jd• wIth,ut ad,b•d c,,,,t t,, the C,ty. (2) Set plants In center of pits so that crown of plant will be E. Weeding - All planting areas including lawn, groundcover and B. Cur aggr, ;a+e snail to+ trier t.. A;;N-�±j Samples of all Soil one dthe s, Sod and plants mall De submitted for level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times. Weeds shall to , . inspection and storedd one the site until furnishing materials of is backfill and water. be dug out by the roots and disposed of off site. 13, PATCHING completed. Delivery may begin upon approval of Samples or as directed by C. Water shill be o pen, free f,it- st,u+.y acids, alkait, Oil or oryari, • L.A. and the City. matter. (3) Flatted plants Shull be will-rooted with runners at ledzt Upon completion of the 180 day maintenance period, the Contracot If pa t,hiny is necessar, and peri;.;,; I1L , a bit difig iqutt Su,h as 4" but not more than 6" in length. shall fertilize per 126 - Lawn Maintenance and 127 Groundcovers Weld-l,rrte, �r P u.;1 , Sr�a' 1 he ust•C A. Organic fertilizer wall be pr�Lessed sewage sludge with a D. Admixture for ail formed cum •, te ;hall be ;Irl. ChcriICat Lor S gPhosphoricand Shrub Area Maintenance of these specifications. p minimum Content of 1: nitrogen and ?, Acid similar t0 "Plastiment" Or approved t�,uJi , app! le.1 in .tris r a, Corddn,t with "Nitrohumus". Method of processiny shall not destroy normal 15. TREES AND VINES OCCURING N LAWNS manufacturer's dire.tluns. 14. CONCRETE CURBS bacterial content. 26. GUARANTEE AND REPLACMENTS Trees and vines occurinly in idol; Shall be piarrtd Gpfure final E. Reinforcenant reinforcing ,!eel AcTM-A15 and A5',+-A3:;. CC•r•,tr„, t ret, cutt , ,it I,:t„ttt , ', stiriwr no Plans ds detailed, i prepardtlon of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as B. Nitrogen stabilized Sawdust sha.l be D lk, with the following wirefahrlc ASTk-AIRS. [rue t�• line and grata, a•, apprrved by the lo� dl County or City. Use 9 9 to growth and health for period Of ninety mitral t Pur't;and (emit ,00(rtit, ;.Luc: SI Con, re;sive Streit th. nitrogen content based on dry weight 9 D y (g0)and/or after yr y p p 9 16, CARE OF PLANTS 9EFOR AND DURING PLANTING completion of the specified maintenance period, and/or final F. Fortes Lotatn exparsIon trim'. as detailed Shown, and as d,rerted, al arceptance by the city. All trees up to 20" Dox size shall be intervals not to a,catil 0.5: for Redwood Sawdust rl) fifteen. fret . 15 tin sl, wife, steel Plants Shall rot be dlic:wed to dry out Leti,te or wR:lr Go ng planted. guaranteed b g p ;umtrr sn,:ll Gt "cOnstructi, , •3•adt ' J ..this r. 0.'i fur Fir Sawdust 9 y Contractor t0 live and row In do acceptable (2) P1 w., 9 u ed tut fcrrIr rJ'! be a: ie, .t A. tti,k , a ,1 trowel , the, bru,h with t., lstla brush pardI t,i dc 0, of edge. Keep exposed rots n.ulst by means of wet sawdust, peat moss or burlap at upright position for d period of six (6) months after completion Y 1.0� f(`r Bark dr Pine Bark pr f+•,urp Sed Iod. all times during planting operations. Do not expose roots to the air of the specified maintenance period. and/or final acceptance by 15CLEAN-UP except while being pieced in the ground. Wilted plants, whether in place the city. Trees in ?0" boxes or larger, and all field grown • Salim;t, - The sat,,rdt'cn evtrart c:'r.d..tiv'ty sn,ll Fitt e"et•.i or not, will not be accepted and shall De re laced at the Contractor's s ecimens shall be G. ExpanstUn )Dint filler ,hell Lr:r,f,:ri IN A"` ; rr:+rltt! Upi.r top; It t', r of all r or:,rete work :,rd bef;,rt f ind; dt t•ptdnce, 3.5 mill imhuS . crr at 25;1- 0 D p guaranteed by Contractor to live and grow in expense. an acceptable upright position fors period of one (I) year 4. CONCRETE urtrdtt r ,l).,' m'1 all tu,�ls, su,)'1,, , aitr, ;41 , J. Jfdtus, 1 after completion of the specified maintenance period, and/or b Deris, qtr . , rethe site And the sitf , Fill be left in d Clean, i7.WATERINGBASMS Clty acceptace. nrJt C Jltt,i�, d•...r'.'.ahlt• 2v lib COmr:erCidl frr[il1ler SrJl1 DP delivered 'r` Sd.kS wish ntdn�faCsurer 5 A. Quality t ) label Si-owtny welyh; drd unal.%is r i,hvi ;C e.i,h Sac: A. �t.r,struCt u firn.ly Compacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during (1) Contractor assumes re:,,unsIbIIIty fur ttit- d• s',it' it r. dna9. STAKING MATERIALS plant t: tt.rrn a watering basin at the edge of an,! following the the life of the Contract, includir. the maintenance period or guarantees the specified ultiratt trro.)tt as 'ndicatel ,•r LANDSCAPE CONSTRUCTION shape of tt,e planting pit arra. Mounds for tree, and for vines those plants injured or damaged as to render them unsuitable for specified herein. A. Tree stiiir, sh,'t be as pe, trot, 5-gallor or larger cor:tainers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and (2) Concrete, minimum ?8-day ultimate struv: !h shill bt 7i..' ;.s � SCOPE dt led,.t 4" htyhr. Mounds for all Other tltes, vines Of pldrt% size at the expense of the Contractor. . (3) Ready-mixed concrete shall conform to ASTM-C94. B. Tics err r.,. Jiry trees Sri be as per Jeti,l. not otherwise specified shall be at least ?" high Excavated the work of this section includes all labor, materials and equipment earth, if capable of retaining water, may be used. Any C. Contractor shall. within 5 days notice by the city remove and required to complete the work indicated on drawings. The work shall De settlement within the basins retdlniny water- shall be refilled replace all guaranteed plant materials which for any reason fail B. Pr_portions_and Consistency q p y 10.GRADING AND SOIL PREPARATION - -"" --- -" performed to accordance with the Gest standards Of practice relating [0 t0 the required grade with prep red soil , and additloncl to meet the requirements of the guarantee. Replacement shalt be the various trades and under he est s tanda ds ofv �act ce d acing ant d. _•n;rd,;, r 1S to f'n•sh Grau'P ;0 wltr - l'llih of a foot (,? i�' nitruyen stabliltzed sawdust worked into the surface as required made with plant material as indicated or specified for the (1) The proportions of aggregate to cement shall provide a dense i , to restore the mulched condition original planting, and all such replacement materials shall be mixture which will readily work into all corners of the furors foreman, capable of interpreting the drawings and these specifications. be w paving where pav,nq exists. guaranteed as specified for the original guaranteed materials. and around all reinforcements without an segregation of the The work included in this section IS as follows YB. Moisture_Conte nt - The soils shall not be worked when the B. At the end of the 180 day maintenance period all watering basins materials, cause excess free water to collect on the surface or moisture content is so great that excessibe compaction will cause excessible bleeding of the forms- Finish grading for pldnting, soil pteSpatation, tertlllzatlon, planting, 9 D to lawn areas shall be leveled to finish grade and the area LE A N-U P f occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. including lawn, maintenar.,t', inspection and cert; nations, guarantees, , D clean-up, stakinguying, and Ps Jrlit•r,n m,scelleneuus allowances. or that cods will not break readily. Mater shall be applied if Upon completion of the work in this section. Contractor shall remove all (2) The recommended practices of the American Concrete Institute y• F' y• necessary to provide ideal moisture content for tilling and for1 8. W ATERMG rubbish, trash and debris resulting from the Operations; remove disused Shall be followed in all applicable procedures. The mdximui' planting. equipment and implements of service; leave entire area involved in a neat slump shall nut exceed three (3) inches for footings, Slats A. DURING BACKFILL OPERATION, WATER SHOULD BE ADDED AT SAME TIME TO and acceptable condition such as to meet the approval of the city. onyrade, and mass concrete flue (5) inches fur founddttur wells. 2. APPROVALS C. Preltmtnar� adin9 Gr - Preliminary Gracing shall be done in such EACH TREE NOT TO CREATE ANY AIR POCKETS BY MEANS OF A HOSE. THE C. Control A. All s,r,nkler work Shall inspPrted and approved priur to the start of d rr.anner as to anticipate the finish grading. Excess soils WATER SHALL BE APPLIED Ill A MODERATE STREAM Ill THE PLANTING COLES any wt.r k shall be removed or redistributed before application of UNTIL THE MATERIAL ABOUT THE ROOTS IS COMPLETELY SATURATED F110M The concrete quality, proportions, consistene fertilizer and mulch. Where soil is to be replaced by plants THE BOTTOM OF THE HOLE TO THE TOP OF TIiE.GROU�;D. y, p purty, etc is sub)ert to and mulch, allowance Sha'l be made so that when tinish grading approval of CITY , and no changes Shall be mode without his prior 8 Prior to excavation fur planting or placing of stakes, locate all has begun, there shall be no deficiency ir, the specified depth B. Plants which cannot be watered efficient) with the existing written approval . utilities, elettr'c cables, conduits, sprt+.kit, lines, heads, valvas, of mulched planting beds. y g and valve control wires, and all utility lines su the r. proper 9 water system shall be watered by means of a hose. S. FORMWORK precautIonS md,, be taker nut to oldnaye soon inpruvements. In the rr ,,-h lines and plan locations, promptly WeeatnJL - Before and during preliminary and finish grading, all event of i conflict bet.- C. Apply water in sufficient quantities, and as often as seasonal A. Forms for concrete work shall be either metal or wood. Forms that notify the CI'y ;nspett,,r wit„ Snell arrange for feIucdtlot fur One weeds and grasses shall be dug out by the roots and disposed of conditions require, to keep the ground wet at all times, well are warped or that do, not have a smooth straight u oar edge shall not or- the , •ter. ra•l,•,• t, f lluw th,, ;.,.:,rd.,ra pl , a ,pin off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be D 9 V 9 type less than -1!1" ni n and not bearing seeds, which may be be used_ Forms shall be set with the upper edge of the board true to Cottra( tti, tot rrsl t„lit, fur , at Fit, owl: Px;,ttyP, In:ki,.g dr-y dna yp 9 9 Y taken in watering slopes so as not to cause erosion damage. turned nder). Oats more than 2-1'� high drd not bearing seeds line and grade and small be staked rigidly In place with stakes set ell rtrdtr', f d., , lt :r ; f•;: ri rt•, „ ;t r. may be turned under. Perenn d) weeds and grasses to be removed r Y 9 D. Following the planting of ground cover plants furnished in not more thar four feet (4' ) apart so az to remain immovable include, but are not limited to, the fullowing. flats, each plant shall be immediately and thoroughly watered by throughout the construction. All forms shall be approved by CITY within a tolerance df one percent (11). All materials shall be 3. QU ANTiTiES AND TYPES means of a hose with a slow-running stream of water. accurately and separately weighted and mixing shall continue until Nut Grass Puncture ►lite Dallas Gress Mustard Plant the accurately s of separately w is uniform and the mals o` concrete 15 Plant materials shall be fu,rished in the quantities andfor spariny as Alfalfa Johnson Grass Wire Weed Morning Glory 19.TREE STAKING ho'•iogerPo,l s-own or noted for each locati ,n and shall be of the species, kinds, St. Augustine Grass STAKE ALL NON-GUYED TREES AT TIME OF PLAIITING BY PLACING STAKE : s'zes, etc. , as symbolized and or described in the "Plant Material IN THE PREPARED HOLE Attu DRIVING IT 18" INTO SOLID GROUND. STAKE B. 'wr ani ;J11 r:; „+ water Pt' c t: , yard, shall ba Legend", as Indl,ated on the drawings. the L .A. has prepared this lilt E. All plartlnq areas shag be scarified to a depth of 12 inches SHOULD BE PLACED IN A NORTII-HEST ORIENTATION OUTSIDE ROOT BALL. wt(hLP'A fror. the ^lx at the plait, Enid Fill ur d t rLtt'n n.d GP added only dl d Cnnveripnit to CUnLraCl:,r and as,wLts no responsibilityfor its below grade with the Spacing of the tipper teeth no greater than FASTEN THE TREE TO THE UPPER END OF STAKE Ill AT LEAST THREE Y Y 1.' tone . ...r .r�tar pr Cr to placing L )rJlttCnPr and PLACES USING TREE BRACES. to the mix at the job Site as directed Ly the !rspPttor. The accuracy. The ldn4stape Cont rdCtOr i5 to verity rill S1ZPS and fert:lt,ers. Ail I'OLk and debris more than 2" in did -ter Shall (� V� CorCrete Shall be mixed at least 5 -inutcs after such water" is added ouxntitip_ be re',vc d -d fr, ' the Site. 2(% E`r�►�•,P�1M VMIES - ana nc•t lass marl , :,i, ..;••S 01 thi, twee• she; 1 be inrr4 J:dtely p, i. r All trellises and stakes are to De removed from plants and the plants to the discne,';( of the tJ'tt.. ;al rixir.y tiro Jfttr Oddi .y 4. VERIFICATION OF DIMENSIONS AND QUANTITIES pririkler syste^r it Installed after grading and orlg'nal water shall bf at. lea,t'I` ^•runes_ F. Tranches - if s shall be fastened and trained against fences or walls as directed by the fe,tiltzir,,; is Lo,,,;ilrted, ire upver portion of the bd:kflil Cit .v. „re d pr0xi'Iete. Before proceeding w•tt� any work, Contractor Ci v. C. Concrete whirl) is not la-pd within Or; minuif., afte• the introdutti( ir p r y Shall be retilleJ dnJ tertillZed 10 the depth specified for the D Shrill verif all dlnarsions and q dntltiet and Stall imnedidTrl inform. /► �7 of ce'r.ent and water, and concrete witch has stood for- 30 minutes L A. and City Of dry d1SLt'epan,Ies DttwLrr tot drawings dnd;or "^qu`r­', LU LOnfJrri LO the' speCiftcattOns. 21. CERTIFICATES after ladviny tt�t• ct ixP , ShdlI r.Ot La used. Specifications and actual conditions. NO work Shall De done In any area 1 1. FiNiSH GRADING 6. CONVEYING AND PLACING where tnere is such d discrepancy until arip,uval fur sane has been given In addition to any other delivery ofcertificates specified, Contractor shall furnish by L.A. and city. a certificate with each delivery of bulk material, stating the source, When pre' inordry yt'dding, including weeding drd fertilizing, has been quantity, and type of material and that the material conforms to the A. Before po rir all forms stall Dt thoruu m y ciaened aro maria ti Fit. cel,; lett ir,1 tri• s i' via . Jrie', sufticier*1, to be readily wcrled, all specfication requirements. For bulk delovered oraganic fertilizer, the g y 5. INSPECTION lawn end plantInQ arta, Sha i be graded to the e,e.atIons indicated on certificate shall also state the volume, net weight, percent of Nitrogen The LU:t ' [toric hos StJ'1 Lt wet dr wr. Gt f rr p, ur `r; 1J. t tr y , ,heti snail n„t Dr h(s s at the wet cif puurinl. r rtI Sh,,ll n. ' A. All lnspectlUns shall Ge n,ad, by L .A. and ells. Cuntractur sr�all the drawings. Grades no, otherwise indicated shall be uniform levels or and percent of Phosphoric acid. For each fertilizer and soil be placrd until rei0orter-t•nts, ruugt nerdwdi't, at form, are request inspection at lea°.t 'w ;?) days in advan,u of the time slopes between points online t':eva[iors are given Mlc ,r ad)ust er•;s u, conditioner, in Containers, a similar Certificate or invoice shall be approved by CITY inspection it required. finish yradts shall be made at tee direction of the city, if required. furnished Stating total quantities by weight and volume for each material. These certificates shall be Submitted to the L.A. and city B. Inspection will be required for the following parts of the work: Finish grade shall be a srouth, ever nd unifurr plane without abrupt prier to the start of the maintenance period. B. Before depositing new concrete against old concrete, all laitance change of surface. Soil areas ad)ace.it to buildings tc allow a natural 2 2.PROTECTION shall be removed, and the Surfaces roughened to expose the embedded run-;.ff of water, and surfa,r d+alnag:• shall be directed a5 it;dlLdtPd on(1) During finish grading and Sul] preparetlon. the drdwin^s b retTodt•lln' Surtd,eS to fdcllttJte the natural "run-oft" aggregate. The surfaces shall then be covered with cement grout, y Y y Lon tractor shall carefully and continuously protect all areas included in using the specified mix with 1/2 of the course aggregate omitted, of water. low Spots and pockets shall be one inch below grade of the Controct, includingplant materials, fences, supports, etc. , until 1-1/2" thick. (?) Plants, after delivery to site and prior to planting. adjacent pavm.ent of an) kind. Grading shall be dune when Soil is at final acceptance of the work by the L.A. and city. (3) When vines, shrubs, and trees are spotted for planting, but OptimuT mGi`.ture COntf•nt for working. C. Conveying and placing of concrete shell be done So dz to prevent planting holes are nit e u avatnd 2 3.MN (,� separation of ingredients, and in ro case shall the free fall exceed 6 feet. Trernies shall be used as required. Surfaces of concrete (4) Specimen trees a; source. Gefore dellvtry. A. Contractor shall maintain a sufficient number of men and shal i be kept reasonably level, with a minnunl amount of concrete 12. METHOD OF PLANTING AND WORK PROCEDURE adequate equipment to perform the work herein specified. Plan being allowed to flow after being placed. Placing shali be performed as a continuous operation: until each seLtiun is completed. (5) lawn areas prior maintenance work Shall Consist of applying water, weeding, or to planting. A. No planting shall De Done until all operations in conjunction D. Concrete shall De spaded and vibrated with mechanical vibrators to (6) Planting areas prior to planting. with the installation of the sprinkler system have been caring for plants, including of lawns, fertilizing Shrubs and trees, D edging, aerating, and mowing of lawns, fertilizing and control a maximum subsidence, without separation of ingredients. The moving cor;pletid, final grades have been established, the planting areas of concrete by vibration will not be permitted. (7) All landscape construction Items, prior to the• start of the have been properly graded and prepared as Specified, and the of pests and diseases. Calendar day n.aint(-nanLe period '"Final Inspt', tion"). work approved by the city- 8. Damage to any planted area shall be repaired tmmedletely. T. GROUT (8) At completion of IK calendar day malntenanrr period ("FinalB. Depressions caused by vehicles or foot traffic shall be filled The relative position of all trees and plants 15 subject to with topsoil, leveled, and replanted. Exterminate gophers and A. Grout shall be composed of one part Portland Cement and two parts of Maintenance Inspection"). approval by the City and shall, if necessary, be relocated as directed as part of the Contract. moles, and repair damage. fine aggregate by volume. Materials shall be mixed dry and water (9) y the added Just sufficient to make the mixture flow under its own wet (9) Inspection reports shall be n,uQa for each in> eCtl„n b L.A. and one copy shall besunni tttd to city and Contractor. C. All plants shall be removed from thier container and set so C. The entire project shat) De maintained ford period of 1pl days Fit. 9 that, when settled, they bear the same relation to the required commencing from the time all items of work have been complete to B. For dry tamp cement grout, a minimum: of water shall be added to the grade that they bore to the natural grade before being the satisfaction of L.A. and city. mix so that when wet sample is squeezed hard in the hand, surface transplanted. Each plant shall be planted in the center of the moisture, but no free water, shall appear on the sample. Do not mix 6, CERTIFICATION pit and back h lied unless otherwise specified, with the prepared D. The project shall be cared for in a neat, clean condition at a more than can be used ih 30 minutes. f"imps to the Satisfaction of rity and L.A. Prior to job acceptance, written certiflcatlons Shall be Submitted to the SOII. No soil in muddy Condition shall be used for backfilling. 8. CURING AND PROTECTION city for the following: oar frayedywill roots shallrbetproperlyncut doffs or storms. All broken 24, LAWN Malt `.t i�Ie A. Ali exposed surfaces of concrete shall be protected from damage due A. Quantity and Quality of Commercial Fertilizer and Organic D. L.A. and/or cit shall supervise the placing and planting of all A. Wdterin4 - Water every ,fay once per day for two weeks and Fertilizer. Y P P 9 D 9 therefter gradually redu a frequency of watering to three times to temperature, elements, and construction opetatiur.s. plants. CITY per week. Contractor sh..11 continue to maintain the lawn until DESCRIPTION OF REVISION LATE B. Quantity and Quality of all Soil Amendments called for by Plans final acceptance by the L.A. and city. APPROVED 8. Curing E. In the event that undrryruued Construction work or Obstructions and SDecificai:ons. (1) All exposed surfaces of concrete shall be protected from for plant material willDbehseleting cted rbyiL.A.darid rcity operatte oion - g are encountered in ns B. Fertilizin - Apply 16-6-8 after inn rate of 5 pounds per 1,dia CITY OF RANCHO CUCAMONGA premature drying and freshly placed concrete Shall be protected 7, MATERIALS will be done at no f•ztra Cost to City. square feet three weeks after tnstallatton and water immediately thereafter. against wash by rain. All concrete shall be kept wet for a curing water Plant materials indicated On drawings and herein specified Shall conform period of ten days after placing. In order that cloosened to the following. 13. PLANTING OF TREES C. Diseases Pest Control - Two weeks after tnstallatin of lawn,, TERRA VISTA may reach Doth Surfaces of walls, the forms shall be and water shall be poured over the tops of the wa11s and allowed aDD)Y granular mercurial fungicide of 1"8• mercurous chloride a A. Position plants In locations indicated on drawings and Secure to run down between the concrete and the forms A. Nomenclature - Plant names indicated on the drawings conform the as per manufacturer's recommendation. P.M. 1 0 5 4 7 "Standard Plant Names" established by the American Joint approval before excavating pits, making necessary adjustments as (2) All liquid curing compounds shall be used In accordance with the Committee on Horticulture, Except for names covered therein, the indicated. D. Mowing - The lawn shall be mowed at a height of 1-1;2" with a 4 established custom of the nursery is followed. w rotary mower, equipped with rollers, before it reaches 2" in manufacturer's recommendations and shall not be used on surfaces B. Ail pits for trees shall be dug square with bottoms level, the height. Collect grass clipping during mowing operations and receiving concrete hardener. B. Condition - Plants shall be symmetrical, typical for variety length of sides and depth equal to two times the diameter of the remove from the site. SPECIFICATIONS 9. DEFECTIVE CONCRETE and species, sound, healthy, vigorous, free from plant disease, tree ball. Compacted soils at sioes and bottoms shall be pests, or their eggs, and shall have health normal root loosened by scarifying or other approved method. gPits Shall be 1 HOMES A. Concrete which is not in accordance with these Specifications, out of insect g9 y, After each cutting, the edge of the grass shall be trimmed to a LEWIS � D backfilled with "prepared roil" to the required rade, and the line, level, or plumb. soctwin structural Cracks, rock pockets, systems, well-filling their containers, but not to the point of neat and uniform line. The lawn edges shall be maintained t D 9 D being root bound. Plants shall not be pruned AT ANYTIME, and in balance of the pit filled with "prepared soil", thoroughly voids, s ells, honeycombing, exposed reinforcingor other damaged meati at all times. uh NIA , surfacesshallbe considered as defective. y settled by water application. y O ��E� rn ,q�k�{a� 0 no case shall trees De topped. L , �,P APPROVED 8Y: Di��� T�y ,n DATE. /1-P-9 C. Dimensions - The height and spread of all plant material shall C- Set plants in center of pit, an a vertical position, So that for 25.G ROINDCOVERS AND SMM AREA h1aI�F(F 6}�-� �� �� zl, CITY ENGINEER � �r. � RCE. NO. 3/471 B. All fins and irregularities shall be removed from exposed concrete be measured with branches in their normal position, and shall be crown of ball will De level with finish grade anter allowing o r watering and settling and shall bear the same relationship to w. watering - new planting shall be watered once per day for two fw O� surfaces while the concrete is still green. Where patching is as indicated on the drawings. The caliper of all trees shall be g g U1 weeks after installation. Reduce watering to every other ,f z DESIGN J a R ECO M measured 4'-0" above the surface of the round. Where caliper the finish grade that it did to the soil surface in the da for the next two (2) weeks. Water thereafter three (3) „ lIC Nf; ► Ps ' s/ L1'� D CVNCERN, Ll 1J. required, all loose and unfirm concrete shall be removed prior to g p patching. Minor rock pockets and honeycombing shall be patched with of other dimensions of any plant materials are omitted for the container. y dry pack concrete. "Plant Legend it shall be understood that these plant times per week until final acceptance. -4 materials shall be normal stock for type listed. D. Prepare depressed water basin as wide as plant balls at each �• 1• O r s � �� yp � 61 IL DRAWN _� plant. Water thoroughly, backfilling any voids with additional IM East dente/mom SHEET I♦ D. inspection - All plant materials must have been previously prepared planting mix. �- ; ��SarrtaArn�a, CA 92M5 3 or 1 _ inspected at the nursery by the County Horticultural Department, L) ��`r ��4f2.71/- M Fk( ) TrJ2Z0 and shall be subject to the inspection and approval of the L.A. If OF Cr.`\ii CHECKED DRAWING NO before planting. � R C E NO AM DATE FILE NO - r Ja r PROJECT SHEET NO. OF