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Home My WebLink About1306-L DEVELOPER/OWNER LANDSCAP El. . ARCHIT E_ _ C, TU. RAL PLANS TERRA VISTA 1twis CHU CH ST T M D' IAN 0 es RM 9897 _ SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT ND. 4 _ 1 15 6 N. MOUNTAIN AVE./P.O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX [NO. DESCRIPTION NO. DESCRIPTION TITLE SHEET 12 2 CONSTRUCTION PLAN 13 PROPOSEDCONSTRUCTION & I 1 CHAFFEY 3 1 PLANTING DETAILS 14 • REGIONAL PARK RANCMO CUCAMONGA CITY LIMIT I r' 4 IRRIGATION PLAN 15 ;1 CNA!R T "'mom">, ( � COLL " t� 1. An Elmaoachrtment Permit shag be obtained from�Vte City Engineer prior b commencing any work. '�� `♦ 5 IRRIGATION DETAILS 1 s • __ _ 2. AN work shall be performed according b current City standards and the Standard Specifications for Public Wortu Construction. ~ 6 IRRIGATION DETAILS 17 -- . --.----.------ ---- __. ____...._. .. . IYIN ST FRROEOA D i OOTHILL 3. At the oOndusbn of rough rad agronomic pro ry Inspector and all such recommendations ..� L.t 110Ap � OUg grading, an rOnOmic soils report be furnishd to the Ci from such a report shall supersede soils amendment reoommendations shown on the plans. T IRRIGATION SPECIFICATION 18 • ��\V� \� ' ''•. 4. Upon completion of Installation. a maintenance period of one hundred and fthty180 days Is required �� y AOJEC SITE �� FONTMIA '•c.�� 'fl •1 y eQk� prior b dna) acceptance Of the FOOTIWL gi� ,,T � I \ �� work by the City. Maintenance shall Mtdude mowing, weeding, irrigation, pruning, raising tree root balls which settle below grade, 8 PLANTING PLAN 19 o I R90TTll .ourwlo fling and applykg such sprays as are necessary ler proper care and upkeep. Maintenance also Includes all repairs, replacement, uP"k"° 1 I cleaning and adjusting necessary to keep the irrigation system In good working order with proper coverage. Ccmencement date foiL 9 1 SPECIFICATIONS 20 &mow wwt the maintenance Rtrlod shall be aipprcved in writlnn by the City Inspector. MAINTENANCE PERIOD SHALL BE AQEQUATE TO _ I •'a'S°"_ 701""'SANTA " • VERIFY PLANT CHARACTERISTICS AND ESTABLISHMENT. 21 S. Om owworor chart shall be provided for each controller. Controller chart shall be the maximum size the controller door will allow 5 and chap show Me area covered by the automatic controller. The chart Is to be a reduced drawing of the actual as-built system. 22 • f'' l i However, In the event the controller sequence is not legible when the drawing Is reduced, It shall be enlarged to a site that wig be reaftbie when reduced. The chart shall be a blas kline print and a different oolor shall be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector, the chart shall be hermetically seated between two pieces of 23 ONT%W plastk, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of We. These charts must be oornp*W and In place prior to Anal acceptance of work by the City. ONTA RIOL.,• INTERNATIONAL AIRPORT 6. •' wife x 6' deep concete mowsttmtps shall be provided between all shrutVgroundoover areas and turf areas. Mowstrips shall also be provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. 7. Sidewaak byW Is oonceptuaf only. Approval of the final sidewalk layout shall be made In the field and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP nerd owKNilof as moved by the Public Works Inspector and Project Planner prior to final construction. CONSULTANTS S. AppMccs"on of any chemicafs shall be by State licensed personnel. S. Any tees within Ave (S) het of wafts, walks, curbs Or other potentially root-damaged hardscape shalt be Installed with rootcontrof MADOIE AND ASSOCIATES, INC. barriers. Prior to backfilling tree(s) planting, contractor shall have the City Inspect root barrier Installation. OF SAN BERNARDINO COUNTY CONSULTING CIVIL fNOINEERINO AND LAND PLANNING 10. No trees shall be planted within three (3) feet of curbs. 645 N.Mountain Ave.,Suite 105 _ UPLAND,CALIFORNIA 91766 11 . Ag toes are to be boated: ten het from any street light, power pole, or reinforced concrete box; Ave feet from any drive PHONE(716)9462919 , approach, Are hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any water meter or sewer Uns. REFER TO CHURCH ST. •MEDIAN LANDSCAPE 12. SLOPES SHALL NOT EXCEED 3:1 .GRADE. LAND CONCERNLTD. .PLAN PM 10547 `• 13. THE CITY HAS EXTREMELY LOW WATER PRESSURE WHICH PRESENTS UNIQUE PROBLEMS AND SOLUTIONS. THE CONTRACTOR SHALL ENSURE THE � IRRIGATION SYSTEM OPERATES AT THE DESIGNED PRESSURE. SHOULD THE DESIGN NOT MATCH THE ACTUAL FIELD PRESSURE, NOTIFY THE Landscape Landscape Architecture/Planning /+� CITY AND LANDSCAPE ARCHITECT IMMEDIATELY. FAILURE TO DO SO WILL BE THE CONTRACTORS RESPONSIBILITY. IN THE EVENT THIS . d. NOTIFICATION IS NOT PREFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. 1/50 East Deere Avenue � � ^ ;4 IRRIGATION CONSULTANT 108W. FOURTH STREET • SANTA ANA • CA 92701 Santa Ana, CA 92705 (714)835.2353 (714) 250-4822 Fax(714) 752-2469 N ? EVCR�GFN LANDSCAPE QUANTITIES A P A R TM E 1N*'T•* 3CA�IQ�l " TRACT 12673 ® 393_ UNITS _ O `�� •'-'x' ~� TOTAL ACRES IN MEDIAN BU �. �� :Y ��, �•. "> _L0Wvn � ' r'��f• TOTAL SO. FT. MAINTAINED AREAS cif r I r r DESCRIPTION OF -REVISION DATE APPROVED PROJECT TOTAL TREES IN MEDIAN 24�AONOL1A &RA.WPIFLC9 �U6L � s CITY OF RANCHO , PM1� . , r • LOCATION . � ; � CUCAMONGA >• 7d TRACT m1�eSTERRA VISTA 113851F � Z � - KEY -MAPMEMO ►CHURCH STREET. MEDIAN PM 989? REFER TO CHURCH ST, MEDIAN LANDSCAPE TOTAL 15 GAL. TREES IN MEDIAN 24 MAGNOLIA GRANDIFLORA U - PLAN TRACT 13857 TOTAL 5 GAL SHRUBS IN MEDIAN 464 �� 1GAL N _ LEWIS HOMES NFDM 323 ♦ J I'Li{� -22-.90 (ADDTui�1 LANDS) �y�N1A LA Ar, APPROVED BY �/ � DATE 4'hcf CITY ENGINEER R.C.E N0. 97 v O Z A q 2782 DESIGN RECOMMEND 0 C .. � �_ and Concern, Ltd � UC. No. 11�28�3 1750 EAST DEERE AVENUE _t(D DRAWN $/y�TA ANA CA 92705 SHEET DATE _ E PROW (114)250-4622 { Q 0 ��Qr�''�,, ualt fps)►'., � f O� CHECKEDRCE NOORAwiNG NO WI-Y DATE FILE NO �J 30&—L SHEET 4!5p OF /4/ i Q � \ - _ -♦ - - T r _l _ l --1 _ - . _ _ 1 1 i i i , _ -i---1 - C ONS�� LEGEND C ASPHALTIC CONCRETE C . J. COLD JOINT CENTER J C CLEARANCENE is" TYP INSIDE C-URd 5° TYP STREET CONC. CONCRETE r* i 3'O�� CONT. CONTINUOUS 3'��-0'� 0 DIA. DIAMETER �-- -- � zq'_�" 8.3'-O ...I D . F• DOUGLAS FIR v� EA. EACH C W m E . J. EXPANSION JOINT PA. _ --- S TYP EQ . EQUAL - - - - - -- - - - — EXIST. EXISTING X12' TY!' b 12 Fl STARTING ED,�E W FTG. FOOTING 'l VERIFY 5" MIN. N STAMPED V1 GALV . GALVANIZED CONCRETE PAVING H. B. HEADER BOARD J PLANTING EDGE 3 M. B . MACHINE BOLT r•,, - IN THE FIELD. N (� I_ MAX . MAXIMUM G TYPICAL IO Z _ MIN. MINIMUM NAT. NATURAL SECTION J _ N . I . C. NOT Iro CONTRACT �V' T - - = I_ N. T. S . NOT TO SCALE t T T T - 7 - '- 0 . C. ON CENTER T V - P . A. PLANTING AREA ' y i-. r i 1 i ~ F� PROPERTY LINE - - , - -t - � . __ - — \ RAD. RADIUS r.^ U? , , - -f R . S. RESAWN V� R . RISER R . O. S. ROUGH SAWN RW SHT. REDSHEWOOD so S . L. SCORE LINE (J SQ . SURFACED ACED FOUR SIDES STD. STANDARD T . F . TOP OF FOOTING 00 T. W. TOP OF WALL r SCALE 1'-20• T. TREAD TYP. TYPICAL W . I . WROUGHT IRON , W. W.M. WOVEN WIRE MESH , d PENNY (NAIL SIZE) 1 arm I TRACT 12673 ' am F— W O J - t!1 _ � m w cn i CHURCH n T18 TYr INSIDE CURB � STREET Q r t2� YP� TYP � � � � �W so Iq ('450 roo qo W W — .......... ui � , WPA PA. W Wv i STARTING EDGE " ' TYP VER-I FY 5" MIN. H STAMPED > Z Z 'F5° TYP �Q. 12TY 5PLANTING EDGE ?j' CONCRETE PAVING Q amw J J lbs IN THE FIELD. W Q T �_ T - T T j t J + ` - I' �T -- T z i ♦ ` . l 1 1 . i 1 i + i t I l 1 - TL - i 1 1 ♦ ♦ + t T DESCRIPTION OF REVISION DATE A PPPRO ROVE 0 SCALE 1' 20~ • CITY OF RAN •' CHO CUCAMONGA N.T.S. TERRA VISTA EVERGR��EN a 3 ;�4yCA P A A TM E N'T S CHURCH STREET MEDIAN PM9897 TRACT12673 _ 393 , UNITS CONSTRUCTION PLAN LE HOMES ��'� �,` `� y� l F• �\\ ; y APPROVED BY DATE: LIC. N0. 1283 z- `- ;'4Y, ti CITY ENGINEER RC.E NO..ZZn7_ o Rk • `� - �c� ' l � Sss�`p PROJECT DESIGN REC��MNENDE DATE I- R ;` LO ,f Land Concern, Ltd. Al?l: CATION — ,,. 1750 Tf 1�c��e. /�" s� DRAWN EAST CA92705 SHEET OF CP,1 , � ��,.. TRACT u, 2 of - T 13859 PHONE (714)250-4822 KEY MAP CHECKED ROE NO DRAWING NO / 2��// / DATE FILE NO 1 130 0-` SHEET 7 O /� PREVAILING WIND TURF I 2X6 CEDAR OPS E • 4GN4p' f 2DOUBLE TAKIN z 2X4 X12 SPACE AS NEEDED 1 IV FERTiLII11TI0N SCREHf�Q TO ~ • "GROW POWER TABLETS PER 11111M LODGEPOLE STAKES WITH GALYAxIZED /y6 0 SCREWS itf 2• DIAMETER L006EPOlE PINE STAKES 10LONG (2) i - Mt1H MOOD PRESERVATIVE STAIN, STAKE A MINIUM (�_ n T STp�C�T �Mp�vt✓ iT p1.A+Jt� iTk� =- 1 Of 12' INTO SERVA IV ED SOIL AND ALIGN STAKES PARALLEL TO CENTER LINE OF STREET. (USE 12' - STAKES FOR EUCALYPTUS) LODGEPOLE TO BE TREATED �Q TREE TRUNK ARBORG1100� f4 GRAYEL BACKFILL jkpn��y IN TURF AREAS FINISHED GRADE DEEP ROOT OR EQUAL CONTROL PLANTER AT �7122-29-1H P WHERE REQUIRED DR APPROVED EQUAL 1i--Ill. BACKFILL FREE OF ROCKS 3' IN DIAMETER OF GIr,�ITER L NOT HALL DIAMETER TYPICAL - SECTION CITY TREE STAKING WOOD HEADER PLAN VIEW ' OIO 9*ABDI� Or 44, ea )- Ole Stacked Bond Granite Setts URB +< SCORE AT 20' VALS --• ULLo NOSE EDGE -WWROUTED JOINTS 8�' '� ` ' •!GX 1 N i SH ADE/AMD. COVER STAMPED "BOMACRON" PATTERN, STACKED BOND GRANITE SETTS AUTUMN - BY L.M.SCOFIELD CO. N3 REBAR CONTINUOUS ctxm o = -- - PAVEMENT -A _ --- 1: -�----� SATURATE S U E ANDCOMP ACT ,� b a• r SUBGRADE TO 90% PRIOR E L ,O .� _ c9 TO POUR j NOTE:- _ p 0T E. e h` 1. ALL SHRUBS/GROUND COYER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS • ' �� R E.W.W.M. 6"x6" 10-10 l �•O OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. -=� l l i 1llll = PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE MATERIAL WILL BE REQUIRED AS DIRECTED BE ENGINEER. IF SOIL IS EXPANSIVE. GRO N COVER • y_ STAM � D CONCRET _ RACINGSTAMPEDONC . MOW S 4 u c.Nlppgf�• _ ___ r, ,L 1 L(ft4Z. otilt') MV L.GH S' BERM TO FORM DEPRESSED • WATERING BASIN . . i •� • ; STRING #112GAUGE WIRE BE N SCREW " = ` • £1' E BOLTS HORIZONTAL r . .Ii 6� C 5/8 " SCREW E �JLT WITH �r S `4II 1 /2 " L E A D E i ELD IN PRE - c y of r n c h o c c a rte o n a T A N D A R D _ 'sRoY FOYER• PLANT TADS PER ( DRILLED { 9 REQUIRED ) DRAWING 1 MANUFACTURER'S RECOMFNDAT IONS • d R 6�_ BACKFILL MIX PER SPECIFICATIONS CONTAINER PLANT ROOT BALL PLMT PIT TO BE 2) TIMES THE — F r WIDTH OF THE ROOT BAIL A It` = BELOW THE BOTTOM Of THE BOOT S\ ADD EYE BOLTS FOR BAIL y , C) FUTURE USE. S ')EwALK NATIVE SOIL . �� ltltltr S NOTE • " '' ►CRE � • 1 e .4 c •t I UN -.... �.. _ — __ _ ANGL E RATTED ROOTS /r LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER RR a jr _ I FROM ►OSE. 00 NOT CRACK ROOT /All. ATTACH VINE GREEN NURSERY TAP IS - ' - +� VINE LOCATION 2. PLACE TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR O/SERrAT10w __ _ , INE ATTACH T _� _ _ A N D V JEM ALN �� - N - IN T ® WALL FM 1 .---' \'Q\ ;fit.:+ S.L. \,, - ORfYQ APPRt7ACN p Q '. \'�\` t ` 1 - - CL R8 l W-fTR 1 7 j- -- TN1 - � •� UNDEROPOLWO STRUGtuRE •�. ,•1l1. NW. �.M.fv..•.�wAl. 1 • TREE PLACEMENT DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMCNGA 'TERRA VISTA ac W I- (�.M0 ' CHURCH STREET MEDIAN PM 9897 ac b y T PLANTING & CONSTRUCTION DETAILS of CAI LEWIS HOMES APPROVED BY. DATE: CITY ENGINEER C.E N6.22197 DESIGN — RECOmmE;NDE AVITn rLand Concern. Ltd. DRAWN 1750 EAST DEERE AVENUE SHEET SANTA ANA CA 92705 PHONE (714)250-4822 3 of __ CHECKED RCE NO DRAWING NO DATE FILE NO /3o&-L _ SHEET 8 OF /� PRESSURE CALCULATIONS WATER VETFR # 1 SIZE. H.G.L. 1410 C ELEVATION - 1241 _ 169 X.433 = 73 P.S.I. STREET 3 ' O RF'tOTE CONTROL VALVE _B-2 SIZE —1 1/4" J MAXIMUM DF!:AND — - --_ G.P.M. - - r W _LFVATION _1247 O •a --- — -_ -- _.- _ _ � _-- ----- -- --- _ SL. _ P..C.V. ---- P.S.I. P R r S .. — •(4 _ _ _._,. - _ Z_ _ _ -- •nr � 70 (f SIZE ITEM P.S.I. UJ - — -- — 'A ---2 -- WATER METER 0-..7_ 2•' P.P. B!.CY.FLOU DEVICE 9.0 2" G,TE -J.LVE 0.5 - 2 — w - - — 2" MASTER VALVE 1.0 — _ N � • _- - pr+ESS. RCC. PAIN LIt7E LOSS _2.3 i� 1 1/4" REMOTE CONTROL VALVE 7.0 - 4" ��/ - - - _ -__ -_ U — -- LATERAL LINE 3.0 00 1 �I 1 FITTI!!GS LOSS (10>f) 0.5 Ice, of ELEVATION CHANGE (LOSS) 2.6 --- __ - - TOTAL SYSTEM LOSSCS 25.6 - - DD7�✓� �___ - PCS NOZZLE SCREEN SELECTION GUIDE PRESSURE QUIRFD AT HEAD: 30.0_ 7 . - TOTAL PPESSL`RF REQUIRED: 55.6 STATIC PRESSURE AVAILABLE: 73.0 Q DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 -$SURE AVAILADLE (PRF-SFT): ct COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW RFSIDI:AI- WA7EF• PPFSSOPF: 1(0.4 CI RESID'..?,! '!)A7FR +y FLAT SPRAY 8F-FLT _ 6" BUB. 2' BUB. 3' 5' +8' 'nF Cl' E P:Q' ESTE.D: 15-20 P.S.I. POINT OF CONNECTION TO BE TO A 2" WATER 8H-FLT 3'(1600) 4 -6 7 +g - - r 9 8T-FLT 3' 4' S' +g' - - - METER (DOMESTIC), CONTRACTOR TO MAKE NE- SCALE 10-20- 8Q-FLT 4'-5' 4'-5' +8' - CESSARY ARRAGEMENTS WITH THE CUCAMONGA - COUNTY WATER DISTRICT FOR INSTALLATION AND LOW ANGL� IOF-LA - - 1' BUB 3' 4' 5' +10' PURCHASE OF WATER METER, EXTEND MAINLINE AUTOMATIC CONTROLLER TO BE A CALSENSE #CA-2000 SPRAY 15 IOH-LA 56 7' +10' - - �o NIA LAAe AS SHOWN INSTALL A FEBCO #825Y-BV-2" RE- (12 STATION) IRRIGATION CONTROLLER, INSTALL , TRAJECTORY 1OT-LA 3 5 7 +10 - - - P� s� DUCED PRESSURE ,TYPE ,BACKFLOW PREVENTER, IN A MYERS #MEUG-I-M-285-i ELECTRICAL/CONTROL- " M. S lOQ-LA 5 5 +10 - - - - � < < F PER ALL CODES.. INSTALL A CALSENSE _ LERENCLASLIRE,__CONTRACTDR TO_ARRARGF�OR 110 V. �'� �� L/- •� FOR ALL FINISH GRADE REOUIREMENTS FLOW SENSOR, INSTALL PER CALSENSE IN- POWER AND ELECTRICAL METER INSTALLATION, AS p� ��' c� SEE PRECISE GRADING PLANS PREPARED BY Q MADOLE A ASSOCIATES . STRUCTIONS, INSTALL R HARDIE #10L-2 - Nofmo�fi PER CITY OF RANCHO CUCAMONGA. ACTUAL LOCATION WHEN RADIUS OF SPRINKLER HEADS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN LIC. NO. 1283 =• ti+ r^ 645 N. MOUNTAIN AVE. #1OS SERIES MASTER VALVE.CONNECT ALL EQUIPMENT TO BE AS DIRECTED ON SITE BY THE AUTHORIZED ON LEGEND THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE °� �I(no TO THE AUTOMATIC CONTROLLER. PER MANUFACT- CITY REPRESENTITIVE. COMPENSATING SCREEN FOR FLOW AND QRADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR '' UPLAND CA 946-2949 uAIE URERS RECOMMENDATIONS. APPROPRIATE RADIUS EXISTING STATIC WATER PRESSURE: 75 PSI �lqj£ OF f MAXIMUM DEMAND (GPM): 30 GPMare =- ACTUAL LOCATION OF IRRIGATION EQUIPMENT TO AS DIRECTED ON SITE BY THE AUTHORIZED CITY REPRESENTITIVE. TRACT 12673 A- LU �--�— -�-- --1 � - �- - t ' _� �- •� -1_ -'� -�- I :� I � i •. - T ). 1 t I > ��T u6Nr cn CHURCH � „ STREET a �� n��l � G SNr�}. W uu � ,/ ,, I° 21�ii 4„ 2,kM/Z j � W W. _ 4_ f - OII CO! RACTOR St ;',LL EXIEi:D 2j ' PRLSSURE MAI;,' L1ilL „ PIPING, i1INE (9) CONTROL WIRES AICD ONE (1) ` J �(�/' 92 �u��I ��`� C014r4011 WIPE FROM AUTOMATIC SPRI14KLER COIITROLLER "B" INSIDE FUTURE MEDIAN'S PLANTING AREA FOR �I I nIIl� FUTURE CONNECTION. COVER CAPPED LINE AND COIL ��` I Ex, �) 30" LOOP OF CONTROL MIRES IN COIaTROL VALVE BOX. (Z x NOTE LOCATION ON "AS-BUILT" RECORD DRAWINGS. TERRA VISTA 6USINESS PARK Nrn� d. d. f�a Pagano ' NOTE: CONTRACTOR TO COORDINATE CONTROLLER L.I}'DP�-1-E �?D,�, pE� INSTALLATION / PROGRAMMING WITH A CALSENSE Q _ IRRIGATION CONSULTANT REPRESENTITIVE AND A STAFF MEMBER OF THE DW(o- I�ZZ L ,�n �O�R,G IO sa SULTA CA9?7U, CITY MAINTENANCE DEPARTMENT. I ,,,,,s;5 ANT —� I VWCo.# 1�2Z- L eY 5rrr-- CAPS INC. //S•o/ NOTE: THIS ,IRRIGATION SYSTEM IS BASED DESCRIPTION OF REVISION DATE C Y IRRIGATION LEGEND UPON A.MAXIMUM OF 3" WATER PER WEEK G P 'ti T APPROVED APPLIED BETWEEN THE HOURS OF 9 PM AND 7.782- V SYMBOL MANUFACTURER/DESCRIPTION MODEL N0. FULL HALF QTR. PSI RAD. NATE: 5 AM/ 6 •DAYS A WEEK. CITY OF RANCHO CUCAMONGA p RAINBIRD POP UP SHRUB HEAD 1812-10-PRS-SAM-CV 19 .39 30 10' MOISTURE SENSORS FOR CALSENSE ' �[ Y RAINBIRD POP UP SHRUB HEAD 1812-8-PRS-SAM-CV .65 ' sCALE 2o- ; . . ►� NIKID GATE YALYE T-113-LINE SIZE 33 30 8' _ _ _ CONTROLLER TO BE INSTALLED BY ' ' � ��"� IV.T.S; �EVER�GR:EEN , .- '�\* Io TERRA VISTA Q CALSENSE AUTOMATIC CONTROLLER CA-2000, SIZE PER PLAN, INSTALL INSIDE A MYERS #MEUG-I-M-285 THE CALSENSI= CO. PH. # (619) 438-0525 �'`.'C A5,. _ OF CALSENSE FLOW METER TYPE, SIZE AND ItISTALLATION AS PER MANUFACTURER. .�.,APARTMENT�S ,� .. �� CHURCH STREET MEDIAN Pell 9897 REFER TO SHEET) � 6 FOR TRACT 12673 RAINBIRD REMOTE CONTROL VALVE EFA-CP-PRS, SIZE PER PLAN - 393 UNITS IRRIGATION PLAN M HARDIE MASTER VALVE lOQ SERIES, nQtfriall� open IRRIGATION DEs AILS AND i` 4 RAINBIRD QUICK COUPLING VALVE 33DLRC, W/ LOCKING VINYL CAP CALSENSE MOISTURE SENSOR NOTES % /� � r �•ti`• 1��, —Q-- FEBCO REDUCED PRESSURE TYPE BACKFLOW PREVENTER 825Y-BV."'INSTALL PER ALL CODES /• '• .`•...•, H ,i'1 y, G'• Y •.� � � � C+ C�eS LEW HOMES POINT OF CONNECTION TO BE TO EXISTING 1}" DOMESTIC WATER METER, PROVIDED BY CONTRACTOR tO__-.SHEET � FOR IRRIGAT-r , ' �AS APPROVED PVC SCH 40 PRESSURE MAINLINE FOR PIPE 1;" AND SMALLER DEPTH TO BE 24" This roect uires one (1) CalSense moisture sensor for eve four (4) �� "� ''' '^ �`-- b►`�`� APPROVED 6Y: S �/51/1 project ml , ...r. DATE -- AS APPROVED PVC CLASS 315 PRESSURE MAINLINE FOR PIPE 2" AND LARGER DEPTH TO BE 24" irrigation valves, e.g.. a CtlSense model 2000-24 STA requires 6 moisture �j�p� AS APPROVED PVC SCH 40 NON PRESSURE LATERAL LINE DEPTH TO BE 1211 sensors. ION SPECT ICAT�ONSe ~~ i• CITY ENGINEER RCE_ N ._4�.3L _--_= AS APPROVED PVC SCH 40 SLEEVE FOR PIPE AND WIRES UNDER HARDSCAPED AREAS DEPTH TO BE 36 Installation or placement of moisture sensors shall be the responsibility of the 1 S 11 PROJECT DESIGN manufacturer. RECOM Df D LOCATION • DENOTES VALVE STATION NUMBER For installation and purchase information contact: _ /' p P Land Concern, Ltd. DENOTES GALLONS PER MINUTE DEMAND - �� ; \�` DRAWN 1750 EAST DEERE AVENUE_ SHEET - DENOTES VALVE SIZE Rich Murray J- r, /y%� \1 TRACT 13859 SANTA ANA CA 92705 CalSense nei xogal, suite J b� PHONE (714)250-4822 4 OF 9' * SEE CHART FOR PRESSURE COMPENSATING SCREEN "PCS* Carlsbad, Cattfornia 92009 KEY MAP (619) X38-0525 CHECKED DRAWING NO • RCE NO //�� PP - DATE FILE NO 13ao - A SHEET OF /� I. (OUIPKIT TO K INSTALLS/ AT 191RIPW M 24• FIRM MFT STOMTURtS OR NAROSC0111L �� f� U ALL NOR OWN ASSINKY SMALL I(C(IVE (2) COATS OF KO P111111111442P111111111442Mo (1) COAT ! !h - EiT(RIOR (AAKL - COLOR AS UtICTEI if THE CITr ROUND 00NC. VALVE LOX S COVER 1. NEN UNIT IS IIT TO t STRICTURE (14• PALL, IVIIBING, ETC.) MAY TEST COCKS OR fl NARKED •10R16AT(ON GATE- OPEN OR NM-STRUCTIA( SIOE. �II ` CLEAN BACKFILL - SEE SPECS. FOR •cNR1sTr• iLR BOX I iLBO LID (OR [pwL)I' IR LAWN qFAS --•---..�—BACK►LoV PREVENTOR uso1M�T -- MATERIAL. 90% CD�ACTION REQUIRED A LINE SIZED BRASS ;' •-� •-- ; � N I . 3' IN PLANT ZEDS FINISH GRADE GATE VALVE � � MASS Rt►rLt - TYPICAL (4) KAtti = ^� - CON4Rlz CIRCULAR s 1�l Ili VALVE B 13T1' OR EQUAL 1 — MASS !0' Ell • TYPICAL (2) KAUS - ulo1 — -- — I — : MON-PRESSURE LATERAL LINE. � 40 y —�r_ 1(� I II SNAKE PIPE IN TRENCH �`� ' I =ILII —I IIIIIIII Lill= � ----------•-----: MUSS RIPPLE —^ _ ISH GRADE MASS WYE STRAINER WIT* 60 RESIN BRASS UNlO "El SCIEEII L — QUICK COUPLER VALVE, SEE PLAN = = L = 6"I'MICK a 1r VIDE CONCRETE PAR SIJ PRESSURE SUPPLY LINE: SCH. 40/CL.315 II = ,III IIIA AND LEGEND s (uMCTM VARIES PER MANUFACTUREA) II111 slot To DAAII AT NIRIMUI a + I .�,• . ��`►R SNAKE PIPE IN TRENCH ' IRASS EJ1TF VALVE BRASS NIPPLE, I FROM LATER SOuhCf Fill[SM GRACE WITN BRONZE NANDWIEEL LENGTH AS REQUIRED I'! I .I�! �I�= '�IVI AN jIt JpEr _ 6" MIN. DEPTH CLEAN PEA GRAVEL �o v �v PROVIDE 2' OF CLEAN BACKFILL ti` L/ BRASS STREET ELL, TYPICAL _ o c ,b • �, �b . 3/4• WASHED CRUSHED A '• ' • ' o •• • ' • . i�—AI;c:1EwTE BASE BRICK STABILIZER, TYPICAL j� li, r - I1uss RtrKE • TYPICAL 12 TYPICAL CONTROL VIRES - BUNDLE AND TAPE o - . o , . j (2) ►ucEs AT IS' O.C. AND INSTALL ADJACENT Illlllll BRASS NIPPLE 6" MIN. LENGTH Ir.t2•.I2• CONCRETE TO PRESSURE SUPPLY LINE SCH 40 PVC HALE ADAPTORSSCH 40 TEE OR ELL = t0�"fE° (2)PLACES • nr1CAt PAT PVC MAIN LINE I c o TYPICCAALr(2)PUCES TORS NOTE: DEPTH AS REQUIRED L' 8 Q7 LINE To STSTtNS —� = I p, 1. PUKE WACAEGATE PRIOR TO INSTALLATION OF VALVE 10Fla�X. IRASS IO• ELL - TYPICAL 36" MIN. LEGTH REBAR l21 "IS STABILIZER, ATTAC TWO (2) NOTE: STAINLESS STEEL BAN 1 . PIGTAIL AND LOOP CONTROL VIRE AT 900 CHANGES IN DIRECTION. N . I . C . . GATE VALVE- 3" or smaller QUICK COUPLING VALVE / IN TURF AREA REDUCED PRESSURE BACKFLOW PREVENTOR TYPICAL TRENCHING 4 3 2 optrrl-" UNIT fA&9Au.E.I, o s 1 CONC. VALVE 1011 1 PLASTIC COVER WJXE0 •IRRI1ATION ACV' •CNRISTY` 89 101 1 FL9D L1/ MEYERS : TO SPRINXLEI - ANGLE PIPE TO MEUG•1•IF2S6ENCLOSURE SPECIFIED InTN WITH 1S• ILLS ELECTRIC METER SCN 10 PVC MLI ADAPTOR COLOR Com MAP FOR VALVE SIN Ib ►X 111101 t"" — — — LOCATION INSIDE (PER. SPECT.) GN.=SWAZ000 C01PVVt06L11k IRASS MAKE WALL MOUNT CONTROLLER - MOUNT WITHIN ENCLOSURE. RUBBER SUPPLY ONE KEY RAIN RICA» OLRCLtTYELLOW STRUCTURE OR V IN LAWN ARDS •WA'►TIT2* CONNECTORS L— —__j CONDUIT VOLT(rERWERE LIN RIGID ID[)STEEL PIV - NARDSCAPIMG ELECTRIC COIRROL VALVE ON-OFF SWITCH AND 110 VOLT ER 12 12 QCV'3 1MCLUDINC MOS[ �' IN PLAINT BEDS SWIVELS. EXTERIOR OUTt.[T'_,TU BE rROVID[D RY Fills* GRADE r CONTRACTOR. FINISH GRAD[ INSTALL IN I• LOCK MUT " PUNTER ![D ONLY li" Ma1/•w I S r+ ,--_— -- _ = li - ,�i 111 TAIL EI►ARS10w FCMO9 " L. J COMMON PVC/CONTROL VIRES IM ., _� SCH. i0 PVC CONDUIT _� �^ II i �I , • M• ds _ 1001 (MIN. Z/• l0*i) l 2 X 3 X 4 CONCRETE FOOTING MIN. 2 INSTALL A MINIMUM OF S ABOVE ' _ ',�- III -" " • /BASS ANGLE RON �1 d CRADL AND SLOPE TOP TO DRAIN SLIP BASE SOCKET OVER ENO OF wIRES '� r•. r AT A MINIMUM 0► 21 �---FLOW WAIVE r/tAl ION k ilii' I,ll �. STAINLESS STEEL s i r II' II' I III i; �I� Buss NtPru .. • STEP 1 SCRLv CLAMP = BRASS NIPPLE Lnl ;!II - ,+ , U ,-_ r. OF 14 DIRECT BURIAL VIKING TO �"'"""• BRASS 90• ELL MINIMUM t3) PLACES io VALVES: BUNDLE AND TAPE [VERY LST21f WIRES APPROX. S/8' FROM ENDS-TWIST TOGETHER BRASS 90 S?KELT LLL .. Q • IS FT. O.C. INSTALL WITHIN MAIN BRASS NIPPLE - 6" LONG f4 REBAR STAKE 3/1 WASHED CRUSHED LEN[ TRENCH. APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL BRASS 90' STREETAGGAEGATE CAVITY WITH SEALER ILL (24" LONG) I. dill' � ':II - c --SCH10 PVC NIPPLE = NOTES: STET 2 �.--- -- _ _.---_ - ••--CONTEOL 1 Com WIRES 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS� AND PER LOCAL CODES PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE �I .� LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTIO AND CUT OFF EXCESS WIRE FINISH: 2 COATS OF SEMI-GLOSS EHAMELCOLOwPS;RCITY –AW11`0601t VJKI PULL BASE SOCKET OVER ENO AS FAR AS POSSIBILE SCM 40 PVN; SISSY TEE PRESSURE SUPPLY LINE 2. COMMON WIRE TO BE WHITE AND CONTROL VIRE TO BE RED IN COLOR. � 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. STEP 3 I 1101: 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATINC SEQUENCE OF REHOTt CONTROL 1. INSTALL COI(TROL WAIVES A MINIMUM OF 1t' FROM STRUCTURES OR NAROSLAPINC. VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. PUSH SEALING PLUG INTO BASE SOC%ET i. INSTALL VALVES IN PLANT BIDS WMERErER 105Stllt *Ext TO SiOtWAI►S. SEQUENCE SHOWN ON DETAIL lS ►0R REFERENCE ONLY SE[ IRRIGATION PLAN FOR c CORRECT VALVE SEQUENCE. PUSH WIRES TO END OF EASE SOCKET TO ASSURE I PRESSURE SUPPLY )• PLACE VALVE 101 AT ItWT ANGLES 10 STRUCTURES OR MMDSCAIING. S. RUN ONt EXTRA WIRE (COLORt ORANCt) TO FARTHEST RCV - FOR FUTURE USE. COMPLETE SEALING OF CON;IECTIO* *E rITTiNCSTEP A -- 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVt IDI. �----rRLssuRt surrLY Eta S. AT'TACN `001STT• VALVE IDENTIFICATION TAG VITH APPROPRIATE CONTROLLER AND RAIN31RD SNAP-TITS MIRE CONNECTOR VALVE NLowt , 10 CONTROL Will. REMOTE CONTROL VALVE WITH 8 QUICK COUPLING VALVE WITH METAL STAKE 7 SHUT-OFF VA V NI AS VALVE AUTOMATIC CONTROLLER WIRE CONNECTOR L E & U ON/ 6 5 GENERAL NOTES `�Et`,K"'A IAhGS - • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS • WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE • THE IRRIGATION DEFECTSYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE 1. ALL LOCAL MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS GOVERNING M• S OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO OBVIOUS IN THE FIELD THAT UNrNOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A H YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR CONTRWORKMACTOR NO C. ` ��, GATE CITY SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO DESCRIPTION OF REVISION AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR 4•, � .�, A►RROV'ED BE CARRIED OUT BY THE CONTRACTOR. SHALL BE BROUGHT TO THE ATTENTION OF THE CITY•13 AUTHORIZED SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORk REQUIRED TO CORRECT ADDITIONAL COST TO THE CITY. O 7 REPkESENTATIvES PRIOR TO ANY wORr OR THE IRRIGATION CONTRACTOR SHALL ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. LIC. 110. 129-; CITY OF RANCHO CUCAMONGA • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A F•ERIOD OF "•� c� 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY ONE HUNDRED EIGHTY (180) DAYS AND SHALL WATER ON A REGULAR BASIS. - I UTILITIES. STRUCTURES. AND SERVICES BEFORE COMMENCING WORK. THE THE CITY.. • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION DATE LOCATIONS OF UTILITIES. STRUCTURES AND. SERVICES SHOWN IN THESE PLANS OF ON-SITE INSPECTIONS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFLCATIONS. ' TO BE SCHEDULED AT THE FOLLOWING TERRA VISTA ACTUAL BR FIELD CONDITIONS SHALL BE REPORTED TO THE CY OR LANDSCAPE CONTRACTOR TY T ONTRACOR SHALL BE RESPONSIBLEFOR BOTH TO ANDINSTALLATION.LOCAL CITY AND STAGES OF INSTALLATION: ARCHITECT. f OF CA1��'�`,\ • INITIAL PRE-JOB MEETING WITH THE 0", AND LANDSCAPE ARCHITECT. CHURCH STREET MEDIANS P.M. 9897 THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO • CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE, ALL DAMAGE RESULTING SECTION. TRENCHES. THE C/TY'd AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. 2nRIGATION DETAtS FROM HIS OPERATIONS OR NEGLIGENCE. • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LEWIS HOMES 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/EIRE AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE ARCHITECTURAL PLANS BEFORE BEGINNING WORK. MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. APPROVED BY c DATE. AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF VVERIIFFICCAATTIONEOFFIOB COONS AND EXECUTION OF WOR! PER THE • ALL LOM VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER C, TY ENGINEER RC.E NO. 21397 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. PLD PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. OF R14 DIRECT BURIAL TYPE. USE BLACK: INSULATED WIRE FOR PILOT AND - DESIGN RECON EN 0 • THE CONTRACTOR SHALL PROVIDE TO THE CITY , UPON THE COMPLETION OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE n S. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORM TO BE THE JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 66 FEET nP Land Concern. Ltd — EXPENSES, WITH THE CITY-15 AUTHORIZED REPRESENTATIVE. VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. INTERVALS. PROVIDE TWO EXTRA PILOT WIRES TO THE END OF THE PIPE RUN COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST 2 FEET OF THE DRAWN 1750 EAST DEERE AVENI,'E SHE[T CITY 5 AUTHORIZED REPRESENTATIVE. • A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS.AND THEIR WIRE AND LEAVE IN VALVE BOX. IRRIGATION NOTES d d Pagano SANTA ANA �A s27os 9_ • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS APPROPRIATE SEQUENCED VALVES SHALL BE LAMTNRN CONSULTANTA'TED IN MYLAR AND MOUNTED nP PHOW (714}250- 4822 OF — ON THE INSIDE COVER OF THE IRRIGATION CON OLLERS. IRRiGAT10 FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED MITHIN PLANTINGNOTES CONTINUE : ta�,T�„„/,�, CHECKED RCE No DRAWING NO AREAS AS NECESSARY, RAKrA ARA CAurowuA 11701 t>>al as-aa•• p/� DATE FILE NO 1 �`� `�• SHEET /d OF/4 �g NOTE: NOTE: 1. LOCATE HEAD b' FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND I. 10CATE HEAD L` FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND EDGE OF LAWN. 1/2' ABOVE FINISH GRADE EDGE OF LAWN. MI-POP SHRUB HEAD 2. LOCATE HEAD 6" FROM ALL STRUCTURES. 2. LOCATE HEAD 12" FROM ALL STRUCTURES. 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 COMPENS G FEATURE AS PER THE IRRIGATION PLAN. FLUSH N P-UP TURF HEAD 1" IN SOD POP-UP ROTOR IN SOD IN SEED FI GRADE FINISH GRADE ` i# I `11_ ill •'iI,li4 '�; Ili�� NON-PRESSURE LATERAL -' - LINE i FITTING — MARLEX 900 STREET ^I ELL SCH 80 PVC NIPPLE MARLEX 90° STREET ELL SCH 80 PVC NIPPLE C%' MARLEX 90° STREET EL (MINIMUM X" LONG) .. (MINIMUM 4" LONG)ION SCH 80 PVC NIPPLE SCH 80 PVC NIPPL TYPICAL (2) PLACES SCH 40 PVC TxT 90° ELL (6" LONG) SCH 40 PVC TxT 90° ELL SCH 40 PVC 900 STREET ELL MARLEX 90*-STREET ELL SCH 80 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATERAL NE •6 FITTING 4 L ANTI-DRAIN VALVE AS RED ANTI-DRAIN VALVE AS REQUIRED MARLEX 90° ELL NOTE: MARLEX 900 STREET ELL 1. LOCATE HEAD to FROM WALKS, CURBS, HARDSCAP►MG, MOW STRIP, HEADER BOARD, AND NON-PRESSURE LATERAL LINE 8 ING EDGE OF LAWN. 2. LOCATE STREAM SPRAYS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM ALL STRUCTURES IN SHRUB AREAS BUT 6' FROM ALL STRUCTURES IN GROUND COVER AREAS. 3. USE TEFLON TAPE ON ALL MALE THREADS. - - HI-POP ' SHRUB SPRAY POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR I • l u • . 1 'SNAP-TITE' ELECTRICAL V IN TURF AREAS ,r CONNECTORS CHRISTY CONC., VALVE BOX WITH 2-6' EXTENSIONS AND 28 IN SHRUB AREAS / \ FINISH GRADE LOCKING L OVER. BY AMETEK FINISH GRADE COMMON WIRE VALVES � - COMMON WIRE SENSOR r 11F14 CONTROL- — X X % WATER-PROOF " ' — SAM EXTENSIDN CONTROL I VALVE C❑NTROL WIRE BURY WTHIN CONNECTIONS I I ' _ _) ( ( � JUMBO BOX ROOT ROOT SYSTEM S PIPE BLACK CALSENSE \ DIAMETERS16P RED M 10 PIPE DIAMETERS ANY LENGTH — �_l— ,1j. 14 AWG WIRE FLOW WATER FLOW IN TO SENSOR 0 it MAINLINE 41, o 1 u '2" e EXTENSION PR RE MASTER FLOW BACK-FLOW WATER - -� d R VALVESENS❑R PREVENTER METERS 6' MIN. , ALV 11..>,.,.� DATA WD STRIAL FESCO'USY BY PEA GRAVEL ll o o - • 102: �r 1 p DRAIN SUMP CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION CALSENSE MOISTURE SENSOR CALSENSE FLOW SENSOR INSTALLATION `��pRNIA lANpl NOTES CONTINUE: LQ' N L scq,�, DESCRIPTION OF REVISION DATE CITY ��p Z AF APPROYFD • PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE CITY OF RANCHO CUCAMONGA- F'IF'E • ALL SPRAY HEADS LIC. N0 za3 a AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH )' y SHALL BE INSTALLED ON AN AP'P'ROPRIATE POP-UF BODY . TERRA VISTA BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADF. PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF CHURCH STREET MEDIAN P M 9 8 9 7 �\ RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATEOf CA��p A T! • ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A SLPVC SCHED. 4i1 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW O N DETAILS SLEEVE WITH 36" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. ! R R IG ON PLANS AND INSTALLED PER DETAIL. • PRIOR TO BACKFILLING IRRIGATION TRENCHES: LEWIS HOMES • ALL 'QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GRnUNDCOVER AREAS WHENEVER POSSIbLE' AND WITHIN 18" OF THE HAkDSCAPE. • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT -. 125 PSI FOR A PERIOD OF SIX _HOURS. ANY LEAKS FOUND SHALL BE APPROVED BY r DATE `+ CORRECTED BY REMOVING THE LEAI ING F'IF'E OR FITTINGS AND INSTALLING 5CITY ENGINEER _ RICE NO. 22397 NEW MATERIAL IN ITS PLACE. • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE DESIGN RECEN E MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND oP COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. Land Concern. Ltd.� 1750 EAST DEERE AVEI'�VF_ H • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW DRAWN SHEET p p HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. d d Pagano SANTA ANA CA 92705 s PHONE (714)250- 4822 '—OF 9 IRRIGATION CONSULTANT CHECKED DRAWING NO 106 W.FOURTH STREET • SANTA ANA • CA 92701 /� - - RCE NO- (714)835-2353 DATE FILE NO ✓`'"" -L, .� SHEET // OF /y SPRINKLER IRRIGATION SPECIFICATIONS PkRLJ - GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, and S. The mart shall bt a blackline or Dlue 11ne ozalld print and 0. Brass Ptpe and Fittings: Q. Miscellaneous Irrigatton Equipment 2. Sprinkler heads shall De installed only after flushing of the services necessary to furnish and Install the Irrlqation System as a different color shall be used to indicate the area of system has been accomplished to the complete satisfaction of shown on the Dravings and described Aertin. coverage for each station. 1. Where indicated on the Drawings, use red brass screwed pipe 1. Refer to Irrlqation Plans for sizes and types of the Ctty of Rancho Cucamonga. conforming to federal Specification CNN-P-351. miscellaneous irrigation equipment.1.02 QUALITY ASSURANCE S REQUIREMENTS 6. When completed and aDDroved, the cAart shall be hermetically J. Sprinkler Heads sealed between fro pieces of plastic, each piece being a 2. Fittings shall be red brass conforming to Fedora 2. All miscellaneous irrigation equipment shall be a specified A. Permits and fees: TAt Contractor [hall Obtain and pay for any and minimum 20 mils. SDeclftcation IMM-P-460. or approved equal. 1. Install the sprinkler heads as designated on the Drawings. all permits and all observations as required. Sprinkler heads to be Inst+lied in this cork shall De 7. These cearts shall be completed and approved prior to final E. Copper Pipe and itttfngs equivalent 1n all respects to those itemized. B Wanvfactur r`s Directions: Manufacturer's directionsctlons and detailed observation of th PART 3 - EXECUTION 2. Spacing of heads hit n x h maximum indicated r in A 11 followed in all case[ there the manufacturers of 1. Pip r. Type K, hard tempered D 9 shall of exceed the ma mum on d ar gs s a be AT the Dr+ren s. In no cafe shalt the a in x articles used In this contract furnish directions coverin9 DOtots 301 OBSERV ION 9 s D c 9 a teed t h o not scorn to the Draw 2. itttings: wrougAt coDDer, solder joint type maximum recommended Dy the manufacturer. ings and Specifications. 51te Condltlons: 1. Prepare and deliver to the City of Rancho Cucamonga r1tA1n C. OrOtnances and Regulations: All local, munlclpal and state laws, ten calendar days prior to completion of construction, two ). Joints shall be soldered rltn silver solder, 451 silver, 155 3.04 TEMPORARY REPAIR$ and rules and regulations governing or relating to any portion of hard cover binders with three rings containing the following copper. 161 zinc, 241 cadmium, solidus at 1125 F. and 1. All scaled dimensions are approximate. The Contractor shall Information: liquidus at 1145 F. check and verify all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to this work are hereby Incorporated into and made a part of toes! Rancho Cucamonga's approval prior to proceeding with work kelp the sprinkler system equipment in operating condition. The Speciftcattons, and their provisions shall be carried out by the A. Index sheet statin Contractor's address and telephone F. Gate Valves: under this Section. exercise of this right by the City shall not relieve the Contractor of Contractor. An to c contained h these Specifications shall not number, list of equipment with name and addresses of 0e construed to conflict with any of the aDOve rules and his responst•b111ttes under the terms of the Guarantee as hereto rtqulattons or requirements of the save. However, wAen tAcse local manufacturer's representative. 1. Gate valves 3" and smaller shall be 125 lb. SWP bronze gate 2. Exercise extreme tare in excavating and working near exlsttn9 speclfled. SDecifttationt and Drarings ca11 for or Oescrl0e materials, valve with strew-in bonnet, nonrisinq stem and solid wedge utilities. Contractor shall be responsible for damages to workmansntp, or construction o/ a Dttter quality, Atgher standard, b. G taloa and parts sheets on every material and equipment disc. utilities which are caused by his operations or neglect_ 3.05 EXISTING TRFES lnstalltd under tots contract. Check extsting utilities drawings for existing utility re larger size than is required by the above rules and 2. Gate valves 3' and smaller scall nave threaded ends and shall locations. Where it is necessary to excavate adjacent to existing trees, the regulations, the provisions of these Specifications and Drawings C. Guarantee statement. be equipped with a bronze Aandrneel. Contractor shall use all possible care to avoid injury to trees and _ shall take precedence. 3. Coordinate Inst+kation of 1rr1gatlon materials lncludinq tree roots. Excavation in areas where two (2) inch and larger roots D. Expl+nation of Drarings: d. Complete operating and maintenance instruction on all 3. Gate valves -)" and smaller shall be similar to Loose pipe, so there shall be d0 interference with utilities or occur shall be done by hand. All roots two (2) inches and larger in major yqulpment. manufactured by N1bco or approved equal. other construction or difficulty in planting trees, shrubs, diameter, except directly to the path of pipe or conduit, shall be and ground corers. tunneled under and shall be heavily wrapped with burlap, to prevent 1. Due to the scale of the Drawings, it is not possibly 4. A11 ate valves scall De Installed er Installation detail, Icarrin or excessive onnel with instructions dr to Where + dttcnin machine is run close to indicate all offffsets, fittings, sleeves, etc. which may be by 2. In addttton to the +Dove mtnttoned maintenance manuals, g D 4. The Contractor shall carefully check all grades to satisfy trees havtnq roots small! tan fro (2) inches 1n diameter, the wall of required. The Contractor shall carefully lnvestlgate the provtdc the City's maintenance pers structural and finished conditions affecting all of his work for major equipment and snow evidence in writing to the City G. Quick Coupling Valves: Quick coupling valves shall have a brass himself that he may safely proceed before starting work on the trench adjacent to the tree shall be hand trimmed, making clean and plan his work accordingly, furnishing such fittings, etc. of Rancho Cucamonga at the conclusion of the project that tyro-piece body designed for working pressure Of 150 P.S.I. the trrtgation system. cuts through. Roots one (1) inch and larger in diameter shall be arable with quick coupler. Kt size and type shall be at shown painted with two coats of Tree Seal, or equal. Trenches adjacent t0 as may De required t0 meet such conditions. Drarings are tAts Servet! has been rendered. operable pians q y y ).OZ PREPARATION tree should be Closed within twenty four (24) hours; and where this is generally diagrammatic and indicative of tAe work to beE. Equipment t0 D! Furnished: not possiDll, the std[ Of the trench adjacent t0 the tree shall be klDt installed. Tne work shall be installed in such a manner as to M. Backflow Prerentlon Units: A. Physical layout: shaded rlth burlap or canvas. avoid conflicts between the irrigation system, planting, and 1. Supply as a part of this tontr+ct the followlnq tools: architectural features. 1. 8ack11or prevention units shall be of size and type indicated 1. Prior to installation, the Contractor shall stake out all 3.06 FIELD QUALITY CONTROL 2. All work called for on the Orawings by notes or details shall A. Two (2) sets of special tools required for removing, on the Irrigatton drawings. Install backflow prevention pressure supply lines, routlnq and location of sprinkler units to accordance ween the Orartn s. heads. A. Ad ustment of the S stem: be furnlsne0 and inst+lied whether or not sDeci/1c+11y disassembling and adjusting each type of sprinkler and 9 j Y mentioned in the SpeCtffcattons. valve suDDited on this project. _ 2. Wye strainers at backflow prevent ton units snail nave a 2. A11 layout shall be approved by City of Rancho Cucamonga 1. Tne Contractor sh+ll flush and adjust alt sprinkler heads for 3. The Contractor shall not willfully Inst+ll the Irrlqation b. Two (2) Four foot valve keys for operation of gee bronzed screwed body with 60 mesh monel screen and shall be prior t° tnstallatlon. optimum performance and to prevent overspray onto calks, system as shorn on the Drawings when it is obvious in the valves. similar to Dalley 11008 or approved equal. B. Nater suDDIY roadways, and buildln9s as much as possible. field that obstructions, grade differences or discrepancies C. Two (2) keys for earn automatic controller. 3. Ali pressure matnllne plpin9 Dttreen the point of connection 2. if tt 1s determined that adjustments In tAe trrigatlon in area dimensions exist that might not have been considered and the backflow preventer shall be installed as required by 1. irrigation system shall be Connected to rater supply points equipment rill 1n engineering. - Such obstructions or differences should be d. One (1) quick coupler key and matching hose swivel for local code. The Contractor shell verify rlth the local of connection as indicated on the Or arch s. provide proper and more adequate coverage, the Drought to the attention of the Cfty of Rancho Cucamonga. In every five (5) or fraction thereof of each type of quick governing body as to material type and installation 9 Contractor shall make such adjustments prior to plantln the event this notification is not performed, the Contractor Adjustments may also include changes in nozzle sizes and scall assume full respons1b111ty for any revlslon necessary. coupling v+eve installed. procedures prior to start of construction. Submit shoo 2. Connections shalt be made at approximate locations as shorn degrees of arc as required. drawing for approval. on the Drawings. Contractor IS responsible for minor Chang,es 2. The above mentioned equipment shall be turned over to the caused by actual site condttlons. 3. Lovering raised sprinkler heads by the Contractor shalt be 1.03 SUBMITTAL$ Cit at tA! COnC1ut10n of thy r0 let. Before final y D j I. Check Valves: C. Electrical suDDIY: accomplished within ten (10) days after notification by the A. Material Lltt: observation can occur, evidence that the Owner has received City. material must be shown to the Ctty of Rancho Cucamonga. 1. $wing check valves 2" and smaller shall be 200 pound W.O.G. Dronze ition, neoprene or 1. Electrical connections for automatic controller shall De made 1. The Contractor snail furnish the articles, equipment, construction with replaceable composto electrical points of connection as indicated on the 4. All sprinkler heads scall be set perpendicular to finfsAed materials, or processes specified by name in the Drawings and 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING rubber disc and shall meet or exceed Federal Specification Drarings grades unless otnerrise designated on the Orarfngs. SDec111cattons. NO substitution rill be alloyed rlthout Drtor Wi-Y-510, Class A, Type IV. A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to 5. Rain Bird EFA-CP-PRS valves will be set written approval by the Clty of RancAo Cucamonga. exercise care in Handling, loadln9, unloading, and storing of PVC 2. Ante-drain valves shall be of heavy duty virgin PVC 2. Connections soak be made at approximate locations as shorn per manufacturers specification s° ltl DiDe and fittings. All PVC pipe shall be transported in a vehicle construction with F.I.P. thread inlet and outlet. Internal on the Drawings. Contractor is responsible for minor changes that each aeraoperates st design 2. Complete material 11st shall Oe submitted prior to performing motto allots the length of DiDe to lie flat so as not to subject parts shall be stainless steel and neoprene. Anti-drain caused Dy actual site Conditions. pressure. any work. Material 11st shall include the manufacturer, it to undue bendin or concentrated external load at an int. valve shall be field adjustable against drarout from 5 to 40 model number and description of all materials and equipment 9 y p0 j 9 3.03 INSTALLATION B. Testing of Irrigatton System: to be used. Although manufacturer and other information may Any section of pipe that has been dented or damaged will be feet of head. Ante-dr+tn valve shall De similar to the be different, the following is a guide to proper submittal discarded and. tf lnstailed, shall De replace0 r1tA her ptptnq. Valcon "ADV" or approved equal. A. Trenching: 1. The Contractor shall request the presence of the City's format: 1.05 SUBSTITUTION$ J. Control Mirin Authorized Representative in writing at least 48 hours in 9' 1. Dig trenches straight and support DiDe continuously on bottom advance of testing. Iter Na• Description of trench. Lay pipe to an even grade. Trenching excavation A. If the Contractor wishes to substitute any equipment or materials 1. Except as noted otherwise, connections'between the automatic 2. Test all pressure lines under hydrostatic pressure of 150 for those equipment Or materials //sled On the Drarings and controllers and the electric control valves shall be made shall follow layout indicated on Drawings and as noted. pounds per square inch, and prove watertight. 1 Backflow Prrventer Febc° 825Y Specifications, he may d° s° by providing the following with direct burial copper wire ANG-U.F. 600 volt. Control 2 Automata Controller Calsense 2000 Series information to the Ctty of Rancho Cucamonga for approval: wiring installed in control wire conduit within structure 2. Provide for + minimum of twenty-four (24) inches cover for shall be made with AMG-TW solid copper wire. Pilot wires pressure matnitneslarger. 3 Wte Yalre Nibco 7-113 1. Provide a statement indicatin the reason for making the shall be a different color wire for each automatic Note: Testing of pressure mainlines shall occur prior to 9 9 ). Proved♦ for a mtnlmum o1 eighteen (id) inches cover for all installation of electric control valves. 4 Etc. Etc. Etc. substitution. Use a separate sneer of paper for taco item to controller. Common we shall be rhlte with a different pressure suDDIY lines. be substituted. color stripe for earn automatic controller. Install 1n 3. All piping under paved areas shall be tested under Irrigation submittal must b! sDclfic and complete. All 1laccordance with valve manufacturer's specifications and wire 4. Provide for a minimum cover of twelve (12) inches for all hydrostatic pressure of 150 pounds per square inch, and e tte9 must Dt listed and should include solvent/primer, vire, 2. provide descriptive catalog literature, performance charts c mhart. In no case shall rlre size be less than 114. p assure lines. proved watertight, prior t° paving. and flow charts for each Item t0 Dt Substituted. non- r ware connectors, valve boxes, etc. No copies of 2. Miring shall occupy the same trench and Shall be installed manufacturer's Itterature (catalo tuts) are re utred as 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 lnformatton. 9 q 3. Provide the amount of cost savings tf the substituted item is along the same route as pressure supply or lateral lines Control rlring. If leaks develop, replace joints and repeat test until entire aDDroved. rnerever posslDlt. system fs proven watertight. 3. Tht Contractor may submit substitutions for equipment and g. The Clty of Rancho Cucamonga shall nave the sole responsibtllty in 3. Where more than one (1) wire Is placed in a trench, the 9. Backf1111ng: materials listed on the Drawings b following procedures as 5. A11 hydrostatic tests shall be made only in the presence of 9 Y 9 D accepting or rejecting any substituted item as an approved equal rirenq shall De taped together at intervals of fifteen (15) ft. 1. The trenches shall not be backfilled until all required tests the General Contractor, or the City of Rancho Cucamonga. No outlined to Section 1.05 of to Irrigatton Specifications. to loose equipment and materials 1lsted on the Drarings and q Specifications. 4. An a:panslon Curl shall be provided within three (3) feet of are performed. Trenches shall be carefully backfilled ritA DiDe shall be backfilled until it has been observed, tested 4. Equipment or materials installed or furnished without prior each wire connection. Expansion curl shall be of sufficient the excavated materials approved for backfilling, consisting and approved fn writing. approval of the City of Rencno Cucamonga way be rejected and 1.06 GUARANTEE length at each splice connection at each electric control of earth, loam, sandy clay sand, or other aDDroved the Contractor required to remove such materials from thevalve, 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. shall be mechanical/ tom acted in landsca ed areas to a dr site at nes own expense. A. Tne Guarantee for the irrlgatton system shall De wade in Drought to the surface rlthout disconnecting the control Y D D Y accordance with the attached form. The General Conditions and wires. Control wires shall be laid loosely 1n trench rlthout density equal to adjacent undisturbed toll 1n planting 7. When the irrigation system is completed, perform a coverage S. Approval of any stew, alternate or substitute indicates onlyareas. Backfill r111 conform to adjacent grades rlthout test in the presence of the City of Rancho Cucamonga, to $upDlementary Conditions of these Specifications ihall be filed stress or stretching of control wire conductors. determine if the water Covera a for Alantin areas is that the product or products apparently meet tAe requirements rlth the City prior t° acceptance of the irrigation System. dips, sunken tress, humps or other surface irregulartttes. 9 9 of the Drarings and Specifications on tAe Das1s of tAe complete and adequate. Furnish all materials and perform +11 information or samples submitted. S. A11 splices shall Dc made with Scotch-Lok 13576 Connector 2. A fine granular material bacxfill will be initially placed on Y q 9 S. A copy of the Guarantee form shall be included to the operations Sealing Packs, Rainbtrd Snap-T1te etre connector, or approved work required to correct an inadequacies of coverage due to all lines. No foreign matter larger than one-half (112) inch deviations from plans, or there the system has been rilitully i. Manufacturer's warrantees shall not relieve the Contractor of and maintenance manual. equal. Use one splice per connector sealing pack. in size will be permitted in the initial backfill. installed as indicated on the Drawings when it is obviously his liability under the guarantee. Such rarrintlts shall inadequate, without bringing this to the attention of the C. The Guarantee form shalt De re-typed onto the Contractor's 6. Field splices between the automatic controller and electrical only supplyment the guarantee. control valves r111 not b! allowed rlthout prior approval Of 3. Flooding of trenches will be permitted only with approval of City of Rancho Cucamonga. This test shall be accomplished ietternead and tontiln the follorinq information: the City of Rancho Cucamonga. the City of Rancho Cucamonga. before any ground cover is planted. B. Record Drarings: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM K. Automatic Controllers: d: 1f settlement occurs and subsequent adjustments in pipe, 8. Upon completion of each phase of cork, entire system shall be 1. The Contractor sA+11 provide and keep uD to date and complete valves, sprinkler heads, lawn or planting, or other tested and adjusted to meet site requirements. We hereby guarantee that the Irrigation system we have furnished a record set of Dlue line ozalld prints rA/ch shall be construction are necessary, the Contractor shall make all and ed lnstaliis free from defects in materials and workmanship, 1. AutomattC controllers shall be Of size and type shorn On the Corrected Oatly and scow every tAange from tAt or191na1 required adjustments rlthout cost to the City. 3.07 MAINTENANCE drawings and specifications anA tee exact installed and the work has been completed to accordance with the Drawings drawings. , and kinds of equipment. Prints for these and Specifications, ordinary rear and tear and unusual abuse, or lOcatlons, sizesC. Trenching and Backfill Under Paving: A. Tne entire irrigation system shall be under full automatic purposes ma be obtained from the Cit of Rancho CucawOn a at neglect excepted. We agree to repair or replace any defects to 2. Final location of automatic controllers shall be approved by o !ration fora eriod of seven (7) da s rtor to an /sotto y y 9 material or workmansht rhicA ma develo Burin t! p D Y D Y D 9' D Y D q period of one the City of Rancho Cucamonga. 1. Trenches located under areas where cost. This set of drawings scall be kept on the site and paving, asDnaltic concrete year from date of acceptance and also to repair or replace any scall De used only as a record set. or concrete, r111 be installed snail be backfilled with sand B. The City of Rancho Cucamonga reserves the right to vacuo or damage resulting from the repairing or replacing of such defects 3. Unless otnerrise noted on the Drarings, the 120 volt (a layer six (6) inches below the pipe and three (3) inches shorten the operation period. at no additional cost to the City. We shall make such repairs or electrical power to the automatic controller location shall 2. These drawings shall also serve as work progress sheets and above the pipe) and compacted in layers to 951 Compaction, reDiacements rlthin a reasonable time, as determined by the City, be furnished by others. The final electrical hook-up shalt shall be the Dosis for measurement and payment for cork using manual or mechanical tamping devices. Trenches for 3.08 CLEAR-UP completed. These drawings shall be available at all times after receipt of written notice. In the event of our failure to be the resDonsibtllty of the Contractor. for observation and shall be kept to a location designated Oy make such repairs or replacements within a reasonable time after DiDin9 shall be compacted to equal the compaction of the receipt of written notice fret the City, re authorize the Ctty t° L. Electric Control Valves: existing adjacent undisturbed soil and shall be left in a Clean-Up shall be made as each portion of cork progresses. Refuse and the Citydof Rancho Cucamonga. Should the record blue progress sheets not be available for review or line proceed t° Aave said repairs or replacements made at our expense firm unyielding condition. All trenches shall be left flush excess dirt shall be removed from the site, all walks and paving shall record with the adjoining grade. The Contractor shall set in place, be broomed or washed down, and any damage sustained on the work of y pressure test all not be up-to-date at the time of an observation (refer t° and re rail pay the costs and charges therefore upon demand. i. All electric control valves shall be the same size and type cap and shorn on Drawings. piping under paving prior to the others shall be repaired to its original condition. Section 3.10 - Inspection Schedule), it rill be assumed no paving work. cork has been completed and the Contractor will be assessed PROJECT: 2. All electric control valves shall have a manual flow 3.09 FINAI OBSERVATION PR10R TO ACCEPTANCE the cost of that site visit at the current billing rate of adjustment. 2. Generally piping under existing walks is done by jacking, the City of Rancho Cucamonga. No other observations shall LOCATION: borinq or nydrauitc driving, but where an cuttfn or A. The Contractor shall operate each system in Its entirety for the take place prior to payment of that assessment. 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 SIGHED 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 3. The Contractor shall make neat and 1e91D1e notations on the contract cost. Permission to cut or break sidewalks and/or be reworked to the complete satisfaction of the City of Rancho record drawing progress sheets daily as the work proceeds, ADDRESS: M. Control Valve Boxes: concrete shall be obtained from the City of Rancho Cucamonga. shoring the work as actually Installed. for example, should Cucamonga. No hydraulic driving will be permitted under a piece of equipment be lnstalied to a location that dors not concrete pavin PHONE: match the plan, the Contractor must indicate that equipment DATE OF ACCEDTANCE: 1. Use 8 112" I.O. x 11 314" round concrete valve Dox with 9• B. The Contractor shall show evidence to the Cfty of Rancho Cucamonga his been relocated in agraphic manner so as to match the Fibrelyte lid for all gate valves. Extension sleeve from that the City has received all accessories, Charts, record 9 3. Provide fora ■intwum Cover o1 eighteen (18) Inches between drawings, and equipment as required before Final Observation can PART 2 - PRODUCTS valve b�x to gate valve shall be PVC Schedule 40 - 6" minimum original symbols as indicated in the irrigation legend. The size Valve box sha'.: be similar to Christy "F8 Bow" valve the top of the pipe and the bottom of the aggregate base for occur. relocated equipment and dimensions will then be transferred Dor w h Chris. "FLBC" lid or roved a all pressure and non-pressure pipin installed under to the orlgfnal record drarinq plan at tAe proper time. 1.01 MATERIALS ?. eY approved quay asphaltic concrete paving. 9 3.10 OBSERVATION SCHEDULE ?!4" concrete r2Ctangular box witr. ribrelyte 4. Before the date of the final observation, the Contractor A. General: Use one new materials of brands and types noted on ,. D. Assemblies: A. Contractor shall be responsible for notifying the City of Rancho shall transfer all information from the "record drawin Y Y lid `or all electr ;ontroi valves. Valve Dar snail be 9" Drarings, sDectffed hereto, or approved equals. Sim+'a- -o Ch-isty 'B9 Box^ rico Christy "rt9D' 'ie or Cucamonga in advance for the following observation meetings, prints to a sepia mylar or similar mylar material procured 1. Routing of sprinkler irrigation lines as indicated on the arcordin to the time indicated: appro �0 ecus? 9 from the City of Rancho Cucamonga. All cork shall be in B. PVC Pressure Main floe Pipe and Fittings: Drarings 1s diagrammatic, Install lines (and various waterproof India ink and appited to the mylar by a technical , , assemblies) in such a manner as to conform with the details 1. Pre-Job Conference - 7 da s pen made lxpressl for use on w lar material. SucA en scall 3. Insta acn remote r.trol va.ve in a separate va vi pox. y Y Y P 1. Pressure main 11ne piping for sizes 1" and larger, shall be Each v:.ve number S":all be heat branded on valve box top with in the Drarings. be similar to those manufactured by Rapidograph, Kueffell i PVC Class 315. 2" ta'1 otters. Branding unit available from Hydroscape 2. pressure supply line installation and testing - 4B hours Esser, or Faber Castell. The dimensions shall be made so as 2. Install no multiple assemblies in plastic lines. Provide to Oy eas11 read+Die turn on the f1na1 controller chart (see Products. Inc., pAe.� number (714) 639-1850. loco assemDl rltn its own outlet. Y 2. Class 315 DiD! shall be made from an NSF approved Type I, Y 3. Automatic controller installation - 48 Hours C�p Section C). The original mylar "record drarinq• plan shall be Grade 1, PVC compound conforming to ASTM resin specification N Sprinkler Heads: submitted to the Ctty of Rancho Cucamonga for approval prior 01781. A11 pipe must meet requirements as set forth in 3. Install ail assemblies specified herein in accordance with 4. Control wire installation - 46 hours d d Pagano to tot completion of tAe controller chart. Federal Specification PS-22-70, with an appropriate standardrespective detail. In absence of a detail Dearing Or i. All sprinkler heads scall be of the same size, type, and Specification dimension (S.D.R.) (Solvent-veld Pipe). pertaining to a specific item required to S. The Contractor shall dimension from two (2) permanent inti deliver the same rate of prectpltatlon with the diameter (or complete the work, 5. lateral 11ne and sprinkler Installation - 48 hours IRRIGATION CONSULTANT radius) of throw, pressure, and discharge as shown on the perform such rock fn accordance with best 9 ). Pressure main line piping for sizes 1-1/2• and Smaller shall D q NTA109 ANTFCKRT/I IA EET 927 of reference, butidtn corners, sidewalk, or road drawings and/or as speclfled 1n these special provlsi ons. standard practice with prior approval of the City of Rancho 6. Coverage test - 48 Hours MANTA ANA CAL FCN'tNIA[2701 intersections, etc., the loc+tton of the fotlortng flews: be PVC Schedule 40 with solvynt welded joints. Cucamonga. (714)636-2a as a. Connection to existing rater 11nes. 4. Schedule 40 pipe shall be made from NSF approved Type I. 2. Spray heads shall have a serer ad ustment. 7. final Observation - 7 days j 4. PVC pipe and fittings scall be thoroughly cleaned Of dirt, Grade I PVC compound conformingto ASTM resin specification s+ s. . is tiw r x.. .,v dust and moisture before installation. Installation and 0. Conrtectton to lxisttnq electrical power. p 3. �.. bslrataA iu eree+■A--__ solvent welding methods shall be as recommended D the pipe B. When observations have been conducted by other than the City of 01785. A11 Alpe must meet requirements as set forth 1n 0 Y D D Rancho Cucamonga, show evidence in writing of when and by whom UIRNIA LA e. Wte valves. Federal Specific+tion PS-21-70. and fitting manufacturer. these observations were made. �P`\,\� �QfC S. PVC solvent-veld fttttngs shall be Schedule 40, 1-2, II-I NSF 4. Riser nipples for all sprinkler heads shall be the same size 5. On PVC to metal connections, the Contractor shall work the r CITY d. Routing of sprinkler pressure lines (dimension max. approved conform in to ASTM test rocedure D2466. as the riser opening in the sprinkler body. metal connections first. Teflon tape or approved equal, C. dr site observations will commence without "As-Ba site record �`J I �� PA' Jq 11.E ale DESCRIPTION O F REVISION DATE APPROVED 9 D drawings. In the event the Contractor calls for a site visit 100' along routing). shall be used on +11 threaded PVC to PVC, and on +11 8. Solvent cement and primer for PVC solvent-veld D�De and S. All sprinkler heads of the same type shall be of the same threaded DVC to metal joints. Light wrench pressure is all without "As-Built" record drawings, without completing previously ` <` 9,q manufacturer. noted corrections, or without preparing the system for said visit, O n t. Sprinkler [antra, valves. 1ltttn s Sha„ be of t e and lnstallatton methods prescribed teat is required. Metre threaded PVC connections may CITY O F RANCHO C U CA M O N G A 9 YD f. Routing of control rlrtnq and locations of ail splice by tAy manufacturer. 0 Identiflcatlon Tags required, use threaded PVC adapters into motto the pipe may he shall be responsible for reimbursing the City of Rancho � - Cucamonga at his current billing rates per hour portal to portal tar �I�' N�. 3��3 9 De Solvent welded. 9 9 D D W_ r"-r boxes. 7. All PVC pipe must Dtar the follOring markings: (plus transportation costs) for inconvenience. No further site -�(.0-I O n 1. I.D. tags for electric control valves shall be manufactured visits will be scheduled until this charge has been paid and DALE--l- ~ E. Line Clearance: All 11nes shall have a winlmum clearance of from Polyurethane Behr Dletter. Use flow y's standard tag received. TERRA V I S T A q. Quick couD11n9 valves• a. Manufacturer's name twelve (12) inches from each other and from lines of other �. hot stamped with black letters on yellow background. Tags trades. Parallel lines shall not be installed direct/ over one P b. Nominal D�De size shall be numbered to match programming shorn on the y A. Stub-outs for future tonnectton. c. Schedule or slats another. drawings. Provide one tag for each electric control valve. _ fl d. Pressure rating in P.S.I. -- qQ, CHURCH STREET MEDIANS PM 9897 1. Other related equipment as 0lrected by tAe City of e. NSf (National Sanitation Foundation) approval F. Automatic Controller It or �E C I" RancAo Cuc+mon a. 2. Special order tags from T. Christy Enterprises, 1211 Struck END OF SECTION �� 9 f. Date of extrusion Avenue, Orange, CA 92667. Phone (714) 771-4112. Install as per manufacturer's tnstructlons. Remote control valves 6. Contractor before tAe date of the final ocompletidn, the 8. All fittings shall bear the manufacturer's name or trademark, P Vandal Resistant Controller Enclosure: scall be Connected to controller in numerical sequence as shown on IRRIGATION SPECIFICATIONS Contractor shall deliver the corrected and completed sepias material destgnatlon, size, applicable I.P.S. schedule and the Drawings. to the City of Rancho Cucamonga. Delivery of the sepias rill NSF seal of approval. 1. Controller enclosure shall be of size and type shown on the not relieve the Contractor of the responsibility of irrigation drawings and irrigation detail sheet. C. High Voltage Wlrtng for Automatic Controller: furnishing required information that may be omitted from the C. PVC Non-Pressure Lateral floe Piping: LE t S 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 burled lateral ilne DiDin9 shall be PVC Schedule !outing to provide a base for mounting the automatic be provided by the Contractor. C. Controller Charts: <0 ritA solvent-recd joints when Installed 1n plantlnq treat. sprinkler controller and terminal Strip. APPROVED BY. � DATE' 2. All electrical cork scall conform to local codes, ordinances, 1. As-built drawings shall be approved by the City of Rancho 2. Non-pressure lateral line piping installed under paved areas 3. A 117 volt duplex Doz shall be provided with and On/Off and union authorities having jurisdiction. CIT Y ENGINEER RCENO. (�g��, 21 3 9 7 Cucamonga before controller cAarts are prepared, iha'.i De PVC Schedule 40 rtth solvent welded joints. switch, and 117 volt receptacle. Metal conduit shall run from the 117 volt supply to the controller housing. All M. Remote Control Valves: DESIGN �, R E C O M M E N DE 2. Provide one controller chart for eacA controller supplied. ). ►1pe shall tre made from NSF approved, Type I, Grade II PVC Doter rlthin the housing shall be properly phased. compound conforming to ASTM resin specification D1784. All 1. Install where shown on tAe Orawings. When grouped together, .3. The chart shalt show the area controlled by the automatic pipe must meet requirements set forth 1n Federal 4. A terminal strip shall be provided, clearly indicating the allow at least twelve (12) inches between valves. Install MC Land Concern, Ltd - A gr- on and shall be tAe maximum size which the Controller Specification PS-22-70 with an appropriate standard dimension proper points of connection of all appropriate ririnq lIIth remote control valve in + separate valve box. I�J1750 EAST DEERE AVENUE SHEET door r111 allow. ratio. (station valves, master valve, common, central control.) DRAWN I. f1usAing of system: LP SANTA ANA CA 92705 t. int chart 1s to be a reduced dr:wlnq of tot actual installed 1. Except as noted 1n, paragraphs 1, 2 and 3 or section 2.016, PHONE (T 14)250-4822 of, 9 system. however, in the event the controller sequence it all requirements Ior non-pressure lateral line pipe and 1. After all new sprinkler pipe lines and risers are in place slot legible when tAt drawing is reduced, it shall be fittings shall be tAe same as for solvent-veld pressure main and connected, all necessary diversion work has been C M E C K E D DRAWING NO enlarged to a size that will be readable when reduced. line pipe and fittings as set forth In section 2.016 of these completed, and prior to installation of sprinkler heads, the R C E MO specifications. control valves shall be opened and full head of water used to D"D" PAG A N O DATE FILE NO /3�-�a flush out the system. SHEET /Z OF /1 2� TJ STREET 3 R0ICH { + + CHU LLJ 11 lif TYP. FIRE HYDlli NT Lu 7� - ,� — o I G15•' T�'P Il` '. — Z = U _ —3 55 - 0 TREET LIe _ = SOIL AMENDMENTS �� TYP. STREET ��' - - V TYP. STREET SIGN. �� __-- -------- - -- ----- - - _ Q FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: TREE LEGEND 7 _ AMT./1000 SQUARE FEET -L. j SVM. QTY. SIZE PLANTING LEGEN6 6 CU. YDS. NITROGEN STABILIZED ORGANIC AMMENDMENT MG ib 15GAlr MAGNOLIA GRANDIFLORA 20' O.C. ERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR (SAMUEL SOMMERS) & PER PLAN ESP. ESPALIERED CEDAR SAWDUST GAL. GALLON CONTAINER G.C. GROUND COYER 15 LBS. 12-12-12 COMMERCIAL FERTILIZER r ? _ HT. HEIGHT THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN op SCALE 1'-20- L.A. LANDSCAPE ARCHITECT HRLEGEND L.C . LANDSCAPE CONTRACTOR TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: SHRUB PLANTING KEY NOTE: REFER TO SHEET FOR 5� kfr MIN. MINIMUM 4 M.T. MULTI-TRUNKED 6 PARTS BY VOLUME ON-SITE SOIL PLANTING DETAILS a SHEET 9 EF ize SGAL• (NEWPORTIDWARB)ID z.�p C, 0.C. ON CENTER 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT FOR PLANTING SPECIFICATIONS, RWD . REDWOOD 1 LB. 12-12-12 PER CU. YD. OF MIX GROUND : COVER LEGEND Prw j1�} SGAL. PITTOSPORUM 706IRA �.sp,C, 2 LBS. IRON SULFATE PER CU. YD. OF MIX PLACEMENT OF TREES SHALL BE (WHEELERI) S. L.A. SELECTED BY L.A. APPROVED BY THE CITY INSPECTOR, 7J So 42 I GAL TRACHELOSPERMUM I$" c• SPEC.SPBACKFILL PURPOSES. SPECIMEN THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR • SEE PLANT LIST OR JASMINIOIDES UNLESS YOU HAVE PREVIOUS APPROVAL FROM CITY ENGINEER DEPARTMENT TO LT LEGEND - s FOR BID PURPOSES APPLY SOIL AMENDMENTS PER LAB, REPORT USE GROUND COVER IN THE MEDIANS, PLEASE USE A 4" THICK COVERING OF SIZE OF PLANT MATERIAL PROVIDED BY LEWIS HOMES "MEDIUM GRIND" SHREDDED MULCH AS MFG. *AND SUPPLIED BY BLUE RIBBON GALLON OR BOX S1ZE FOR ALL FINISH GRADE REQUIREMENTS PLANTING KEY NURSERIES, ORANGE, CALIFORNIA (714) 633-3666, OR CITY APPROVED QQU�ANTITY, OF PLANT SEE PRECISE GRADING PLANS PREPARED BY LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC. , SANTA ANA EQUAL:- • NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR MATERIAL MADOLE s ASSOCIATES OFFICE (714) 558-8333, LAB #198125 ON 3/27/87 FOR LEWIS HOMES, APPROVAL BY CITY INSPECTOR. 646 N. MOUNTAIN AVE. 0 105 TERRA VISTA. 1 IL UPLAND CA 946-2949 I i TRACT 1267 I-a- w S E DETAIL--Gm?- i > TYPICAL SECTION ,�� I i Zo ul CHURCH �� %2-� STREET a '00 3 W � W 'W ". M r -- - --- - ¢ -,- - 4 + + + 3 y i + y + STAt'tt -0 ui Z I . _ M _ 5 1r-- Q W Ir TERRA VISTA BUSINESS PARK , CITY r DESCRIPTION OF REVISION GATE APPROVED ',: CITY OF RANCHO CUCAMONGA SCALA 1'-2p� �11 ��kwla i�Np � •, "Y�° g��t N.T.S. �. 1EVCRGEN -• TERRA VISTA LIC. N0. I283' -� � ••�'.• , �. . o `g APARTMENT�S CHURCH STREET MEDIAN PM 9897 — -' .> : . TSRACT 12673 DATE 393 UNITS PLANTING PLAN OF c / i : `'\; r. �..; LEWIS HOMES 1 S f✓J APPROVED BY. DATE: 1 _ -` ,•,, t \ % ? ,"f'' CITY ENGINEER RCE. NO.� DESIGN RfCOMMl;NDED rts�5^ p R L PROJECT ,� O C A TI O NLand Concern, Ltd. >' ( Std. DRAWN 1750 EAST DEERE AVENUE SHEET SANTA ANA CA 92705 %' � .. TRACT 13859 . PHONE (714)250-4822 8 OF 9 `"E"K.E° NO- L=7 DRAWING NO KEY MAP Z>R RCE NO -� fel DATE FILE NO_ J4.30G SHEET 1,50F /4 CONCRETE 10 .CONCRETE FINISHES E. Plant List - Is indicated on drawings. 14.PLANTING VINES, SHRUBS, AND GROUND COVERS B. fertilization - Fertilize three (3) weeks after planting with 5 1. SCOPE Flat surfaces shalt be screeded to the required levels and slopes and F. Sizes of Plants - Shall be as stated on the Plan. Container A. Vines and shrubs shall be planted in pits at least 18" greater pounds 16-6-8 per 1,000 sq. ft.; fertilize thereafter every then any excess water and laitance removed. Concrete shall be stock 1-gat on, 5-gallon, and 15-gallon) shall have been grown in diamter than their ball of earth and at least 12" below the thirty (30) days. Furnish and install all concrete work complete as indicated on the compacted with a grid tamper and then floated to a true level surface in containers for at least one (1) year, but not over two years. bottom of the ball. Compacted soil at bottom of pit shall be within the tolerance of 1/8" along a 10" straight edge. looseded and the pit filled with "prepared soil" to the bottom C. Disease and Pest Control - For control of slugs and snails, drawings and specified including: of the ball. When the plant has been properly set, the pit apply pelletized trice cium arsinate 5% by weight and G. Substitutions - Substitutions for the indicated plant materials shall be filled to the requi rade with "prepared soil" and metaldehyde 55 by weight as per manufacturer's recommendations See plans for concrete finish in landscape areas. Q 9 P D A. Furnish and set all reinforcingsteel, bolts, and anchors. will be permitted provided the substitute materials are approved thoroughly settled by tamping and watering. All vines shall be two (2) weeks after installation. 1 1 EXPANSION JOINTS in advance by the L.A. aAd the substitutions are made at no removed from stakes, untied, and securely fastened in an B. Install all items required by other trades which are to be cast into • additional cost to the Owner. Except for authorized variations, approved manner to the wall, fence, or other surface next to For control of cutworms and other soil insects. apply Metro concrete. all substitute plant materials shall conform to the brand soildrin as per manufacturer's recommendations two 2 Placement of expansion joints shall De as directed and determined by which they are platned. p ( ) layouts of slab markings noted "E.J." on drawings. Expansion joint requirements of these specifications. If the accepted substitue weeks after installation. This product contains Dieldrin. C. Concrete mow strips, footings for walls, fencing, benches, etc., materials are of a less value than those indicated or specified, where applicable. material shall De Quick Joint, or approved equal, or as noted in B. Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate. Plans. the Contract price will be adjusted in accordance with the plant. Water thoroughly, backfilling any voids with additional provisions of the contract. prepared planting mix. Exterminate gophers and moles and repair damage. 2, GENERAL 12. PROTECTIONpp H. Plants Not Approved - Plants nota roved are to be removed from C. Ground Covers D. Pruning - All shrubs and trees shall be pinch pruned as All requirements of subsection 3.31 standard specifications for All finished concrete work shall be barricaded to pedestrian traffic site immediately and replaced with suitable plants. The L.A. necessary to encourage new growth and to eliminate rank sucher Public Works construction, shall apply except as specified herein. and/or City reserves the right to reject entire lots of plants for three (3) days. Barricades shall be placed immediately 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 les defective samples.concrete finishing. Contractor shall furnish, place, and remove all represented by cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of 3. MATERIALS of his own barricades. Contractor shall be responsible for any 8 FERTTLIZERS AND SOIL CONDITIONERS plants shall be planted in dry soil. the city maintenance inspector. A. Portland cement shall conform to ASTM-0150, Type I or Type 11 . damage to new construction and replacement-or repair of the work 2 pits so that crown of shall be made without added cost to the City. ( ) Set plants in center of plant will be E. Weeding - All planting areas including lawn, groundcover and Samples of all soil ammendments, sod and plants shall be submitted for level with finish grade after settling of soil, then shrub areas shall be kept weed-free atall times. Weeds shall B. Concrete aggregate shall conform to ASTM-C33. inspection and stored one the site until furnishing materials of is backfill and water. be dug out by the roots and disposed of off site. 1 3. PATCHING completed. Delivery may begin upon approval of samples or as directed by C. Water shall be clean, free from strong acids, alkali, oil or organic L.A. and the City. (3) Flattee plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Coritracot matter. If patching is necessary and permissible, a bonding agent such as A. Organic fertilizer shall be processed sewage sludge with a 4" but not more than 6" in length. shalland fertilizerub Area Mper enance- Lawn of tMaintenance hese iand 027 Groundcovers Weld-Crete, or equal, shall be used. 15. TREES AND VINES OCCURING IN LAWNS D. Admixture for all formed concrete shalt be S1KA Chemical Corp's minimum content of 15 nitrogen and 25 Phosphoric Acrd similar to "Plastiment" or approved equal, applied in strict accordance with CONCRETE CURBS "Nitrohumus". Method of processing shall not destroy normal 26. GUARANTEE AND REPLACMENTS 14. manufacturer's directions. bacterial content. Trees and vines occurinig in lawn shall be planted before final Construct concrete curbs at locations shown on Plans as detailed, preparation of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as true to line and grade, as approved by the local County or City. Use E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. B. Nitrogen stabilized sawdust shall be bulk, with the following to growth and health for a period of ninety (90) days after Wirefabric: ASTM-A185. natural re Portland cement concrete, 2000 psi compressive strength. nitrogen content based on dry weight: grey P P 9 16, CARE OF PLANTS BEFOR AND DURING PLANTING completion of the specified maintenance period, and/or final F. Forms Locate expansion joints as detailed or shown, and as directed, at 0.55 for Redwood- Sawdust acceptance by the city. All trees up to 20" box size shall be j� tumber shall be "construction grade" douglas fir. intervals not to exceed fifteen feet (15'). Finish with steel 0.75 for Fir Sawdust Plants shall not be allowed to dry out before or while being planted. guaranteed by Contractor to live and grow in an acceptable (2) Plywood used for forming shall De at least 5/8" thick, and edge trowel, then brush with bristle brush parallel to face or edge. Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of six (6) months after completion 1.05 for Bark or Pine Bark or Mixure all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance by sealed. except while being placed in the ground. Wilted plants, whether in place the city. Trees in 20" boxes or larger, and all field grown 15. CLEAN-UP Salinity - The saturation extract conductivity shall not exceed 3.5 millimhos / cm at 25C. or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in G. Expansion joint filler shall conform with ASTM-D1751 (premolded). Upon completion of all concrete work and before final acceptance, expense. an acceptable upright position for a period of one (1) year Contractor shall remove all tools, surplus materials, apparatus, after completion of the specified maintenance period, and/or 4. CONCRETE debris, etc. , from the site and the site shall be left in a clean, 17,WATERING BASINS city acceptace. neat condition acceptable to City. Commercial fertilizer shall be delivered in sacks with manufacturer's A. uaIit label showing weight and analysis attached to each sack. � y A. Construct a firmly compacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during (1) Contractor assumes responsibility for the design mix and 9. STAKING MATERIALS plant to form a watering basin at the edge of and following the the life of the Contract, includir. the maintenance period or shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for guarantees the specified ultimate strength as indicated orLANDSCAPE CONSTRUCTION from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and specified herein. A. Tree staking shall be as per detail. (2) Concrete, minimum 28-day ultimate strength shall be 2000 psi. 1. SCOPE at least 4" high. Mounds for all other trees, vines or plants size at the expense of the Contractor. (3) Ready-mixed concrete shall conform to ASTM-C94. B. Ties for holding trees shall be as per detail. not otherwise specified shall be to least 2" high. Excavated the work of this section includes all labor, materials and equipment earth, if capable of retaining watery 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 be settlement within the basins retaining water shall be refilled replace all guaranteed plant materials which for any reason fail B. Proportions and Consistency 9 1 0.GRADING AND SOIL PREPARATION to the required grade with prep red soil, and additional to meet the requirements of the guarantee. Replacement shall be performed in accordance with the best standards of practice relating to nitrogen stablili zed 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 the various trades and under the continuous supervision of a competent A. Contractor is to finish grade to within I/10th of a foot or l" to restore the mulched condition. original planting, and all such replacement materials shall be mixture which will readily work into all corners of the forms foreman, capable of interpreting the drawings and these specifications. below paving where paving exists. guaranteed as specified for the original guaranteed materials. The work included in this section is as follows: and around all reinforcements without any segregation of the ThB. Moisture Content - The soils shall not be worked when the B. At the end of the 180 day maintenance period all watering basins moisture content is so great that excessibe compaction will 27, CLEAN'U P materials, cause excess free water to collect on the surface or Finish grading for planting, soil presparation, fertilization, planting, 9 p in lawn areas shalt be leveled to finish grade and the area cause excessiDle bleeding of the forms. � including lawn, mainten8nce, inspection and certifications, guarantees, occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. (2) The recommended practices of the American Concrete institute clean-up, staking, guying, anesparliering, miscellaneous allowances. Upon completion of the work in this section, Contractor shall remove all id or that clods will not break readily. Water shall be applied if rubbish, necessary to provide ideal moisture content for tilling and for 1 8, W ATERNG equipment and implements of service; leave entire area involved in a neat trash and debris resulting from the operations; remove disused shall be followed in all applicable procedures. The maximum planting. equipment slump shall not exceed three (3) inches for footings, slabsA. Immediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of the city. ongrade, and mass concrete five (5) inches for foundation walls. 2. APPROVALS C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate C. Control A. All sprinkler work shall inspected and approved prior to the start of a manner as to anticipate the finish grading. Excess soils stream in the planting holes until the material about the roots shall be removed or redistributed before application of is completely saturated from the bottom of the hole to the top any work. fertilizer and mulch. Where soil is to be replaced by plants of the ground. The concrete quality, proportions, consistency, etc., is subject to and mulch, allowance shall be made so that when finish grading approval of CITY , and no changes sliall be made without his prior B. Prior to excavation for planting or placing of stakes, locate all has begun, there shall be no deficient in the specified depth written approval. utili•ies, electric cables, conduits, sprinkler lines, heads, valves, 9 y B. Plants which cannot De watered efficiently with the existing and varve control wires, and all utilitv lines so that proper of mulched planting beds. water system shall be watered by means of a hose. precautions may be taken not to damage such improvements. In the D. Weeding - Before and during preliminary and finish grading, all 5. FORMWORK event of a conflict between such lines and plant locations, promptly --9 9 P y 9 9, 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 City Inspector who shall arrange for relocation for one weeds and grasses shall weeds dug out by the roots and disposed of belocondw the require, to keep the ground wet at all times, wbe ell are warped or that do not have a smooth straight upper edge shall not or the other. Failure to follow this procedure places upon off site (except those weeds and grasses not seeds, the perennial Delon the root system es grass and planting. Care is to e. be used. Forms shall be set with the upper edge of the board true to Contractor the responsibility for, at his own expense, making any and type, less than 2-1/2" high and not bearing seeds, which may ed taken in watering slopes so as not to cause erosion damage. all repairs for damages resulting from work hereunder. turned under). Oats more than 2-1/2" high and not bearing seeds line and grade and shall be staked rigidly in place with stakes set may be turned under. Perennial weeds and grasses to be removed D. Following the planting of ground cover plants furnished in not more than four feet (4') apart so as to remain immovable include, but are not limited to, the following: flats, each plant shall be immediately and thoroughly watered by throughout the construction. All forms shall be approved by CITY means of a hose with a slow-running stream of water. within a tolerance df one percent (1Y). All materials shall be 3.QU ANTMES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant accurately and separately weighted and mixing shall continue until Alfalfa Johnson Grass Wire Weed Morning Glory 1 9.TREE STAKING distribution of material is uniform and the mass o` concrete is Plant materials shall be furnished in the quantities and/or spacing as St. Augustine Grass homogeneous. shown or noted for each location and shall be of the species, kinds, 9 Stake all non-guyed trees it time of planting by placing stake in the as sizes, etc., as symbolized and/or described in the "Plant Material E. All planting ateas shall be scarified to a depth of 12 inches prepared hole and driving it 18" into solid ground. Plant the tree he B. Twe and one-half (2 1/2) gallons of water per cubic yard, shall be Legend", as indicated on the drawings. The L.A. has prepared this list below rade with the spacing of the ripper teeth no reater than close to the stake as possible without crowding the roots. Fasten the withheld from the mix at the plant, and all or a portion may be added only as a convenience to Contractor and assumes no responsibility for its 9 p 9 on 9 tree to the upper'end of stake in at least three places using X-lt tree to the mix at the job site as directed by the Inspector. The accuracy. The landscape Contractor is to verify all sizes and fe inches s. center prior to placing conditioner and braces. fertilizers. All rock and debris more than 2" in diamter Shall ,ZD«ESPALIERIII'M VNO concrete shall be mixed at least 5 minutes after such water is added nuantitiPs. be removed from the site. and not less than 3 minutes of this time shall be immediately prior to the discharge of the batch. Total mixing time after adding 4. VERIFICATION OF DIMENSIONS AND QUANTITIES All l be fast and stakes are !o ai removed from plants and the a ants F. Trenches - If sprinkler system is installed after grading and shall be fastened and trained against fences or walls as directed by the original water shall be at least 15 minutes. fertilizing is completed, the upper portion of the backfill Dimensions ;,re approximate. Before proceeding with any work, Contractor City' C. Concrete which is not placed within 90 minutes after the introduction shall verifyall dimensions and quantities and shall immediately inform shall eq retitled and fertilized to the depth specified for the tr�z required, to conform to the specifications. 2 1.CERTIFICATES of cement and water, and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 1 1. FINISH GRADING 6. CONVEYING AND PLACING In addition to any other certificates specified, Contractor shall furnish where there is such a discrepancy until approval for same has been given a certificate with each delivery of bulk material, stating the source, by L.A. and city. When preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the complete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the A. Before pouring, all forms shall be thoroughly cleaned and made tight. 5, INSPECTION lawn and planting areas shall be graded to the elevations indicated on certificate shall also state the volume, net weight, percent of Nitrogen The bottom of trenches shall be wet down before pouring footings; the drawings. Grades not otherwise indicated shall be uniform levels or Soil earth shall not be muddy at the time of pouring. Concrete shall not A. All inspections shall be made by L.A. and city. Contractor shall slopes between points where elevations are given. Minor adjustments of and percent of Phosphoric acid. For each fertilizer and is be placed until reinforcements, rough hardware, and forms are request inspection at least two (2) days in advance of the time P p 9 conditioner, in containers, a similar certificate or invoice shall be p finish grades shall be made at the direction of the city, if required. furnished stating total quantities by weight and volume for each approved by CITY - inspection is required. 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 smooth, even and uniform 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 adjacent to buildings to allow a natural 2Z PROTECTION shall be removed, and the surfaces roughened to expose the embedded preparation. run-off of water, and surface drainage shall be directed as indicated on aggregate. The surfaces shall then be covered with cement grout, (1) During finish grading and soil re aration. the drawings by remodeling surfaces to facilitate the natural "run-off" Contractor shall carefully and continuously protect all areas included in using the specified mix with 1/2 of the course aggregate omitted, (2) Plants, after delivery to site and prior to planting. of water. Low spots and pockets shall be one inch below grade of the Contract, including plant materials, fences, supports, etc., until 1-1/2" thick. adjacent pavment of any kind. Grading shall be done 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 optimum moisture content for working. C. Conveying and placing of concrete shall be done so as to prevent planting holes are not excavated. 23.M ANTANCE separation of ingredients, and in no case shall the free fall exceed 6 feet. Tremies shall be used as required. Surfaces of concrete (4) Specimen trees at source, before delivery. and shall be kept reasonably level, with a minimum amount of concrete 12 METHOD OF PLANTING AND WORK PROCEDURE A. Contractor shall maintain a sufficient number o men ed . adequate equipment to perform the work herein specified. Plan being allowed to flow after being placed. Placing shall be (5) Lawn areas prior to planting. maintenance work shall consist of applying water, weeding, performed as a continuous operation until each section is completed. A. No planting shall be done until all operations in conjunction caring for plants, including groundcovers, shrubs and trees, (6) Planting areas prior to planting. -with the installation of the sprinkler system have been edging, aerating, and mowing of lawns, fertilizing and control D. Concrete shall be spaded and vibrated with mechanical vibrators to completed, final grades have been established, the planting areas of pests and diseases. a maximum subsidence, without separation of ingredients. The moving (1) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of concrete by vibration will not be permitted. calendar day maintenance period ("Final Inspection"). work approved by the city. B. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filled . 7. GROUT (8) At completion of 180 calendar day maintenance period ("Final B. The relative position of all trees and plants is subject ed with topsoil, leveled, and replanted. Exterminate gophers and approval by the City and shall, if necessary, be relocated as moles, and repair damage. Maintenance Inspection"). P 9 A. Grout shall be composed of one part Portland Cement and two parts of directed as part of the Contract. fine aggregate by volume. Materials shall be mixed dry and water (9) Inspection reports shall be made for each inspection by the C. The entire project shall be maintained for a period of 180 days added just sufficient to make the mixture flow under its own weight. L.A. and one copy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set So commencing from the time all items of work have been complete to that, when settled, they bear the same -elation to the required the satisfaction of L.A. and city. 8. For dry tamp cement grout, a minimum of water shall be added to the grade that they bore to the natural grade before being mix so that when wet sample is squeezed hard in the hand, surface transplanted. Each plant shall be planted in the center of the p. The project shall be cared for in a neat, clean condition at all pp p . Do not mix moisture, but no free water, shall appear on the sample. 6. CERTIFICATION it and backfilled unless otherwise specified, with the prepared limps to the satisfaction of city and L.A. more than can be used ih 30 minutes. p Prior to job acceptance, written certifications shall be submitted to the soil. No soil in muddy condition shall be used for backfilling. 8. CURING AND PROTECTION city for the following: No filling will be permitted around trunks or stems. All broken 24. LAWN MAI TANCE or frayed roots shall be properly cut off. A. All exposed surfaces of concrete shall be protected from damage due A. Quantity and Quality of Commercial Fertilizer and Organic D. L.A. and/or city shall supervise the placing and planting of all A. Watering - Water every day once per aay for two weeks and to temperature, elements, and construction operations. fertilizer. pertheweek.efter gradually redu,.e frequency of watering to three times tants. GATE CITY p per week. Contractor sh.,ll continue to maintain the lawn until DESCRIPTION OF REVISION APPROVED B. CuringB. Quantity and Quality of all Soil AmendmentEIn the event that underground construction work Amendment's called for by Plans final acceptance by the L.A. and city. _.- and Specifications. . k or obstructions (1) All exposed surfaces of concrete shall be protected from are encountered in the planting operation, alternate locations B. Fertilizing - Apply weeks f er the rate of 5 pounds per I,DOO dia CITY 0 F RANCHO CUCAMONGA 7 MATERIALS for plant material will be selected by L.A. and city operation square feet three weeks after installation and water immediately premature drying and freshly placed concrete shall be protected will be done at no extra cost to City. thereafter. against wash by rain. All concrete shall be kept wet for a period of ten days after placing. In order that curing water Plant materials indicated on drawings and herein spec shall conform to the following: 13. PLANTING OF TREES C. Diseases Pest Control - Two weeks after installatin of lawn, TERRA VISTA may reach both surfaces of walls. the forms shall be loosened apply a granular mercurial fungicide of 1.85 mercurous chloride ' and water shall be poured over the tops of the walls and allowedA. Position plants in locations indicated on drawings and secure as per manufacturer's recommendation. to run down between the concrete and the forms. A. Nomenclature - Plant names indicated on the drawings conform the "Standard - Plant Names" established by the American Joint approval before excavating pits, making necessary adjustments as CHURCH S REET MEDIAN P.M. 9897 d t di ncae . Committee on Horticulture, Except for names covered therein, the iD. Mowin - The lawn shall be moped ata height of 1-1/2" with a (2) All liquid curing compounds shall be used in accordance with the established custom of the nursery is followed. rotary mower, equipped with rollers, before it reaches 2" in manufacturer's recommendations and shall not be used on surfaces B. All pits for trees shall be dug square with bottoms level, the height. Collect grass clipping during mowing operations and 5 P E C i F I C A T I U N S tree ball. Compacted soils at sides and bottoms shall be 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. 9. DEFECTIVE CONCRETE and species, sound, healthy, vigorous, free from plant disease, loosened b scarifying or other approved method. Pits shall be insect pests, or their eggs, and shall have healthy, normal root y y 9 After each cutting, the edge of the grass shall be trimmed to a LE W I S' H O M E S A. Concrete which is not in accordance with these specifications, out of backfilled with "prepared soil" to the required grade, and the neat and uniform line. The lawn edges shall be maintained systems, well-filling their containers, but not to the point of balance of the pit filled with "prepared soil", thoroughly ti NIA line, level, or plumb; showing structural tracks, rock pockets, being root bound. Plants shall not be pruned AT ANYTIME, and in neatly at all times. `\F U LANA , S 3i voids, spalls, honeycombing, exposed reinforcing or other damaged settled by water application. �,P S(a APPROVED BY.' TE. surfaces shall be considered as defective. no case shall trees be topped. C. Dimensions - The height and spread of all plant material shall C. Set plants in center of pit, an a vertical position, so that 25, GtOUNDCOVERS AND SHRUB AREA MANTANCE �ec� �(�� M �gvyr 'cf _ 22397 shall De removed from exposed concrete crown of ball will be level with finish grade arter allowing for = CITY ENGINEER RC.E NO. B. All fins and irregularitiesbe measured with branches in their normal position, and shall be A. watering - new planting sharl be watered once per day for two fir, _ surfaces while the concrete is still green. Where patching is as indicated on the drawings. The caliper of all trees shall be watering and settling and shall bear the same relationship to 2 weeks after installation. Reduce watering to every other S DESIGN J ` i� Cc ERN j T � Et measured 4'-0" above the surface of the ground. Where caliper the finish grade that it did to the soil surface in the r - �` 1 a i •�•L I.JIJiv�,il�lv� LTD. R EC OM N required, all loose and unfirm Concrete shall be removed prior to day for the next two (2) weeks. Water thereafter three (3) c' LIC, N{1 12P3 J_,h[Y patching. Minor rock pockets end honeycombing shall be patched with of other dimensions of any plant materials are omitted for the container. times per week until final acceptance. "' ( C.d�AICIJlIEC�pIEIlTl11l19 dry pack concrete. "Plant Legend", it shall be understood that these plant ��.� -. materials shall be normal stock for type listed. D. Prepare depressed water basin as wide as plant balls at each DATE DRAWN 1�� SHEET plant. Water thoroughly, backfilling any voids with additional �/ D. Inspection - All plant materials must have been previously prepared planting mix. �N ��,,P1,_ �� r h punt Horticultural Department, f191 OR�\P CHECKED /�rv- 774)[ 4f'dX� ) 7R-2469DRAWING NO inspected at the nursery by the County p and shall be subject to the inspection and approval of the L.A. _ R.0 E NO before planting. DATE FILE NO �30 SHEET/-4/OF /4