Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1372-L
DEVELOPER /OWNER A.L DSCAPE ARCHI , N R- 1 _ L P atlas VISTA I AY FAS I ATT PAR [ FDIA N. , z5i T 'xW �. W 0 low RE"T"WFFN MAVENUE ANDMOUW! AIN VIFW PHAS- F 1 SOIJTHFRN CALIFORNIA PROJECT MANAGER T4(V3 DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT NO . -1- 1156 N . MOUNTAIN AVE./P.O.BOX670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX NO. DESCRIPTION NO. DESCRIPTION , X TITLE SHEET 12 1 CONSTRUCTION PLAN 13 PRC.A F FEY cNAFFEr 1 ' REGIONAL PARK RANCHO CUCAMONGA CITY LIWT 2 CONSTRUCTION PLAN 14 ••MYµS7i.. An Encroachment Permit shall be obtained from the City Engineer prior to commencing any worts. CONSTRUCTION & 3 PLANTING DETAILS 15 ___ :_: _: �_ �jL �, ,, �„I 2. M wo& shah be performed according to current City standards and the Standard Speciflcetbns for Public Works Construction. . - ..._ 4 E16 \ IRRIGATION PLAN PROPGSED FOOTHILL SFREEN'av 3. At the conclusion of rough grading, an agronomic soils report shall be furnishd to the City Inspector and all such recommendations •.SE LIIE WM0 ,l from such a report shall supers-ede soils amendment recommendations shown on the plans. 5 !R R G AT 10 N PLAN 17 \ So 1 W �'��•. 4. Upon completion of installation, a maintenance period of one hundred and eightyt 80) days is required prior to Anal acceptance of the 6 IRRIGATION DETAILS 18 \ RdiECT SITE �L) Fo►rraNA wOfk the City. Maintenance shall include mows weeding, Irrigation,.00,IIL ww v _� _� �to' +� mowing, q• g pruning, raising tree rOOf balls whlCh settle below grade, �-�� wurvA� ferlf4zhg and apptyhg such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement, 7 IRRIGATION DETAILS 19 UPLAND i I delaNrq and adjusting necessary to keep the Irrigation system In good working order with proper coverage Cta��rrmnt cats for lba-mLinfena.nc&-imr1od shall be approved In writing by the City InAJ)fC1QL MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY ATC"" .av►•Slut.. .E • PLANi cA.�:Ac�_ ��Ics ANE EST ABu s!'��,ENT. 8 IRRIGATION SPECIFICATIONS 20 5. Om oontrdbr chart Mall be provided for each controller. Controller chart shall be the maximum size the controller door will allow and shaJ1 10 PLANTING PLAN show the area covered oy the automatic controller. The chart Is to be a reduced drawing of the actual as-bulft system. 9 PLANTING PLAN 21 Hh theowever, e went the oontroMb er sequence not legible when the drawing Is reduced, h shall be enlarged to a size that will be 1 re dabie when reduced. The chart Mall be a biackline print and a different color shall be used to show the area of coverage of each 22 station. When completed and approved by the Public Works Inspector, the chart shall be hermetically seated between two pieces of o,�„R,o plaxric, sa& pwce being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape These 11 SPECIFICATIONS 23 _ — _ ' , durU must be completed and In place prior to Mal acceptance of work by the City. ONTARIO INTERNATIONAL AIRPORT 6. it wk% x 6' deep concrete mowsv" shah be provided between all shrub/groundcover areas and turf areas. Mowstrips shalt also be provkbd beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. 7. Sbw-ti, !rout is oonoeptuai or*y. Approval of the Anal sidewalk layout shall be made In the field and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP flab onions as approved by the Public Works Inspector and Project Planner prior to Anet construction. CONSULTANTS S. Application of any chemicals shall be by State licensed personnel. 9. Any trees within five (5) feet of walls, we", curbs or other potentially root-damaged hardscape shall be Installed with rootcontrol barriers. Prior to backflliing tree(s) planting, contractor shall have the City inspect root barrier Installation. 10. IVO trees shah be planted within three (3) feet of curbs. MADOLE AND ASSOCIATES, INC. LANDSCAPE PLANS 1 f . Al tees are to be located: ten feet from any street light, power pole, or reinforced concrete box: five feet from any drive OF SAN BERNARDINO COUNTY SEE approach, Are hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-0ut-, and three feet from any Land Concern, Ltd CONSULTING CIVIL ENGINEERING TERRA VISTA PARKWAY water meter or sewer fine. 1750 EAST DEERE AVENUE AND LAND PLANNING �� d. Pagano SANTA ANA CA 92705 WEST MEDIAN 12. SLOPES SHALL NOT EXCEED 3:1 GRADE PHONE (714)250-4822 545 N. Mountain Ave., Suite 105 IRRIGATION AT TRACT 13351 . UPLAND, CALIFORNIA 917136 CONSULTANT PHONE (714) 946.2949 106 W. FOURTH STREET SANTA ANA CA 92701 (71,1)'835-?353 Z • J x_ 66 •i � Y=' ,? � �� .s' '� �I�'�tel" �� ��r 1 LANDSCAPE QUANTITIES -}CAA,f 1 , �� / TOTAL ACRES IN R.O.W. _ .,3 • ZI � t 8 C w PROJECT LOCATION ` �,�0 ,� / TOTAL SO. FT. MAINTAINED AREAS 10Z 3Q . u.• LANDSCAPE PLANS ' rCI T r ra SEE DESCRIPTION OF RE VISION OATS APPROVED TRACT 14421 TERRA VISTA PARKWAY TOTAL TREES IN R.O.W. zb - EAST MEDIAN MAGNOLIA GRANDIFLORA TOTAL # OF 15 GAL. CITY OF RANCHO CUCAMONGA PHASE 2 LAGERSTROEMIA INDICA TOTAL # OF 15 GAL. ! 9 I 0 y. TERRA VISTA TERRA VISTA PARKWAY EAST TOTAL # OF 1 GAL. SHRUBS 784 "!" MEDIAN PHASE 1 U TRACT 13304 KEY MAP Tei*T _ , T� J . TOTAL # OF 5 GAL. SHRUBS 963 COVER SHEET LEWIS HOMES / �KiilA LA APPROVED BY DATE 90 fw+n�li Ira��IG F Np�c - CITY ENGINEER RCE NO 2 97 o DE SIGN kf MMENDE L UC. N0. 1283 s Land Concern, Ltd ,�, 1750 EAST DEERE AVENUE SANTA ANA CA 92705 /�E E T DATE &1,405 __ _ _ _ PHOW (714)250-4822 or Q NECKED DRAWING NO OF CAL �j(� — DATE RILE NO CE NO � S4. EETa70F49 L0 c - - W WO 1 _ d • VERIFY 5' MIN.or) - ! PLANTING EDGE - O c" IN THE FIELD. . r 0 z • " LI�1 �a ! PARKWAY =f,A 4S° 45° PR u uJ g - _ t _ LuUJ LLZ cc _ _ 7T (/� c O� \ E TYPICAL J STAMPED - _ 00 3 SECTION �'h 3 CONCRETE PAVING z - a ! > = � w . W > CONSTTWMN LFGFND A/C ASPHALTIC CONCRETE O . C . ON CENTER C . J. COLD JOINT P . A. PLANTING AREA .J SCALE 1 ":20' CENTER LINE PROPERTY LINE _JCL . CLEARANCE hD . RADIUS CONC. CONCRETE R . S . RESAWN C CONT. CONTINUOUS R . RISER L DIA. DIAMETER R. O . S . ROUGH SAWN }' D . F. DOUGLAS FIR RWD. REDWOOD Q EA. EACH SHT. SHEET FOR ALL FINISH GRADE REQUIREMENTS E . J. EXPANSION JOINT S . L . SCORE LINE SEE PRECISE GRADING PLANS PREPAREDBY EQ . EQUAL SQ . SQUARE MADOLt A ASSOCIATES EXIST. EXISTING S4S SURFACED FOUR SIDES O 545 W. MOUNTAIN AVE. 1105 FTG. FOOTING STD. STANDARD _ UPLAND CA 946-2949 GALV . GALVANIZED T. F. TOP OF FOOTING _ H. B . HEADER BOARD T. W. TOP OF WALL w = M. B. MACHINE BOLT T. TREAD > _ MAX . MAXIMUM TYP . TYPICAL _ MIN. MINIMUM W . I . WROUGHT IRON O J NAT. NATURAL W . W.M. WOVEN WIRE MESH co _ W N . I . C. NOT IN CONTRACT d PENNY (NAIL SIZE) Q - VERIFY 5' MIN. N . T. S. NOT TO SCALE PLANTING EDGE _ .. d � II IN THE FIELD. TERRA r w - TSTA W _ -- - VERIFY 5' MIN. - - N E-_ -. --- PLANTING EDGE - w _. A PA IN THE FIELD. 30`-�, PA f �-_ _ ��►I � � 'moo RK WA V -- 7Yfcct, F STAMPED 1>1do 'Cv _ rr U 3 CONCRETE PAVING C Op�k'� PA ,=° Z; TtP. rm r'O�'Q ¢ W E TYPICAL _ - 3 SECTION PA W 4s�J ds° 7rr TYr. Oso >°A S W _ V) W - - - - ` U - - - SCALE 1':20' W — s W 660 DESCRIPTION OF REVISION DATE r CApCITIT 1 CITY Off' RANCHO C CART u ONGA Y - TERRA VISTA TERRA VISTA PARKWAY EAST G x MEDIAN PHASE 1 s ri 9 a TRACT 14421 CONSTRUCTION PLAN LEWIS HOMES 4 APPROVED 0 0 D 8Y T _ 1� _ I �2 7 3 -�� C.TY ENGINEER RCE N0. 2 9 DESIGN in IIIREC 7_ �_ - � � nc y Land Co ern Ltd _ - o - 1750 EAST DRAWN S DEERE AVENUE SHEET EY MA K �- SANTA ANA CA 92705 1 OF 1 • �H PROW (714)250-4822 CHECKED DRAWING NO ' [ - _ RCE NO 01V DATE FILE-NO 37��� SHEEVbF-�'r I I 0 W — — — 0/� — — — — _ VISTA 0 C) - RRA PARKWAY - Q - 0�1 o►I I D4�D I I M - ♦., VERIFY 5' MIN. _ PLANTING EDGE — �_ N THE FIE v --— - - -- _ _ �� = I -- .�. - - 7�i° - - Via— — - O TYPICAL ` 3 SECTION F STAMPED 3 CONCRETE PAVING _ — _ — _ _ _ To 3;PSTCA , ►M�go���t�tf A�F� - MMST WCTION l.-.�GxrND — A/C ASPHALTIC CONCRETE O . C . ON CENTER C. J . COLD JOINT F . A. PLANTING AREA CENTER LINE PROPERTY LINE '":20 CLEARANCE AD . RADIUS SCALE 1 CONC. — CONCRETE R . S . RESAWN CONT. CONTINUOUS R. RISER DIA. DIAMETER R. O. S . ROUGH SAWN D. F. DOUGLAS FIR RWD. REDWOOD EA. EACH SHT. SHEET E . J. EXPANSION JOINT S . L. SCORE LINE EQ. EQUAL SQ . SQUARE EXIST. EXISTING S4S SURFACED FOUR SIDES FTG. FOOTING STD. STANDARD GALV . GALVANIZED T. F. TOP OF FOOTING H. B . HEADER BOARD T. W. TOP OF WALL M. B . MACHINE BOLT T. TREAD MAX. MAXIMUM TYP. TYPICAL MIN. MINIMUM W . I . WROUGHT IRON A NAT. NATURAL W. W.M. WOVEN WIRE MESH Q N. I . C.. NOT IN CONTRACT d PENNY (NAIL SIZE) N T. S . N 0 _ or ro SCALE TRACT 13304 Cr - - 0 — N -_ O - Q - __ TFRRq VISTA PARK WAY � Q 10'I VN, INSIDE GURa k f w --- f'RL,'1k • ow e - - i YF IZ�I(.� it • TvP �- 4s — — f cy CL = PLANTINGVERIFY ' EDGE •LSI wF STAMPED f 45 CO Q 3 TYPICAL IN THE FIELD -3 CONCRETE PAVING fix Q M c SECTION Q CO - _ z �r ,c) , WV 2g �a eQ �� ', �� a" ; `- �, ' '� DESCRIPTION OF REVISION DATE PITY _ J �+ APPROVED •~ Ll L w CITY OF RANCHO CUCAIR ONGA t P ► E.. TERRA VISTA TERRA VISTA PARKWAY EAST MEDIAN PHA,, F 1 • /SALE 1 :20 Z - � W .• ` 4; CONSTRUCTION PLAN ORNIA IA hEWIS HOMES �� �0�c APPROVED BY f DATE. 1 .`a, TRACT 14421 l / �o :� M'' S'j 9�F vl. CITY ENGINEER RCE- N0. 22' 397 ' DESIGN RECOMMEN ED LIC NO 1283IAJ �= C- �N Land Concern, Ltd. joo�N. DRAWN 1?COEAST DEERE AVENUE SHEET SM,\rF . ANA CA 92705 2 11 �P t —of PHONE (714)250-4822 b. 9�E OF CAL�FO�� CHECKED RCE N0, DRAWING NO KEY MAP �. 6{I DATE FILE NO ✓ SHFET,2bF4K 0M.1T v v v r IERM TO FORM DEPRESSED GUYING OF MULTI-BRANCH S IS LEFT WATERING BASIN TO THE CONTRACTORS" D ,-T ION DEPENDING ON BRANCH STRUCTU MIND EXPOSURE, t � DIA, GREEN GARDEN HOSE SF �FSG P►�� a_ "—"GROW-POWER' PLANT TABS i, :i2", DIA. WHITE POLY TUBING R MANUFACTURER'S OECD MEMDATIONS T� �d . P. STAMPED CONCRETE - BACKFILL MIX PER SPECIFICATIONS /G "APARr (j4ly. TURNBUCKLE FERTILIZATV3 It• V.I.T. l6.lsl Or,w, r4n CONTAINER PLANT ROOT BALL y�� �!3V�5 1(��cZ��- � scm10 GA GALViN1ZED GUY Ir4 de (SAND L I 2oa9.00r .tor,o. .rn w• - /. �_ cf T F 'F C1 S • r ou,. ae4.�w Piro ,u... �.� r.w iii r-� WIRE 3 REQUIRED O PLANT PIT TO BE (2) TIMES THE I "2n •oo° °'•""o"^ 'v'^ at"'• • •^� � /� FINISH GRADE WIDTH OF THE ROOT BAIL B 12' or tr ,n,o , 41 Wlo.e wd " 6119. .IoM.. , BELOW THE BOTTOM OF THE ROOT � ge- i p,rs141 .o c..,r., 11r. .r .t.«t J,f.. ill / BALL _, .i.k.. (.. E-.ypk .1,�...�...o. ...... . x 8" REDWOOD DEADMAN ,.,,.1 b«h fm 4 1 NATIVE SOIL —�'� �� nni.h d 9rWo EQUAL f v � '�H GUY WIRE 1 NATE' , ,,/f � -0i'O root or .q.1 contra pt.rt, F�...I 11 22-20 )$-I .r. .oq-,.d or .po.w« -.,. CO � - i' � - / • REFER T ; E STAKING yo ,6 Gr bre 8 pj,1, NOTE: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BAIL WITH WATER _ DETAIL FC.. .-NTING f /V\/\/ vvvl IRON HOSE. QO NOT CRACK ROOT BALI, �R �e.c.rii free of.«R. 2•.1. ar. er — M., 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS TABS IN PLANT CONTAINER PRIOR TO PLANT;NG FOR OBSERVATION � ° PIT SPEC I F I'.,, NS PLACE "GROW-POWER' OTHERWISE INDICATED ON PLANS: SEE IEGEMO FOR SPACING REQUIREMENTS. 2. PURPOSES. TYPICAL = GROUND COVERSHRU13 AND VINE I SECTION SPACING PLANTING DETAIL CITY TREE STAKING TREE GUYING �IlR PLAN VIEW STAMPED CONCRETE BAND - E S L.M. Cm PAVEMENT Q g_ YA( `Ili"I r _ � �C�, �D SUr_c SE c�. . UP S�._ I i STAMPED CONCRETE t r A0a Ti r SOIL AMENDMENTS DESCRIPTION `F RE vISICN DATE CITY APPROVED FOR TURF AND GROUND COYER PLANTING, THE FOLLOWING AMENDMFNTS i MIEN MUM 6E DEPTHOR MEANS OF ANDLO THOROUGHLY INCORPORATED TO A CITY OF RANCHO CUCAMONGA AMT./1000 SQUARE FEET 6 CU. YDS.MT,e060+4STABIL I ZED ORGANIC VSNm"T TERRA V I A DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR T TERR Y TA PA K WAY EAST CEDAR SAWDUSTC��/► N PHM/L 15 LBS. 12-12-12 COMMERCIAL FERTILIZER PLANT114 ��� MM THE BACKFILL MIX FOR USE AROUND THE ROOTBALLOF CONTAINER-GROWN TREES AND SHRUBS SHOULD BE PREPARED ASFOLLOWS: CONSTRUCTION DETAILS 6 PARTS BY VOLUME ON-SITE SOIL LEWIS H O M E S 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 LB. 12-12-12 PER CU. YD. OF MIL( APPROVED BY / DAT 2 LBS. IRON SULFATE PER CU. YD. OF MIX CITY ENGINEER RCE NO 2`2397 THE ABOVE MATERIA4S SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR RF _ MMEti BACKFILL PURPOSES. �E5 G'v ' N;O' Land Concern. Ltd. 1750 EAST DEERE AVENUE SHE E T LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC.. SANTA AMA, ` KAHN OFFICE (714) 558-8333, LAB /98125 ON 3/27/87 FOR LEWIS HOMES. SANTA ANA CA 92705 TERRA VISTA. s ---- PHONE f 7 i 0250- 4822 3-- of -1 �E KE '2RA* NG NO $N - -- R G E NO - - 37��/ -�� ^ATE CILE NO —_--- —`� • SHEET�OFQfI WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS. MOISTURE SENSOR NOTE STREET LIGHTS, TREES, ETC. ) INTERFERE WITH THE THIS PROJECT REQUIRES ONE (1) CALSENSE MOISTURE NOTE: THIS IRRIGATION! SYSTEM IS SPRAY PATTERN OF THE SPRINKLER HEADS AS TO SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES, BASED UPON A MAXIMUM OF 3 WATER PREVENT PROPER COVERAGE, THE IRRIGATION E.G. , A CALSENSE MODEL 2000-24 STA REQUIRES 6 CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSORS PER WEEK APPLIED FOR 8 HOURS A SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. NIGHT / G DAYS A WEEK. CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE FOR INSTALLATION AND PURCHASE INFORMATION OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. CONTACT: ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) RICH MURRAYCALS � l NSE 2075ECORTE DEL NOGAL, SUITE J PM 12602 CARLSBAD, CALIFORNIA 92009 (619) 438-0525 Ln TRACT 13271 M M W V 1 ' .. 3 Q ch 1 = low 1 _= .J v - Z _ I oc% %21 a�- ! PARKWAY _ 00 VISTA TERRA a «$' Z I it i Uj aOWN 1 W LL.! �►hr = W - V - Z 1 W �7 A22 = Z � � • _ ' 112', = V 1 - aLh 7 • Z = � 1 PRESSURE CALCULATIONS oc 1 Q - • \ PRESSURE CALCULATIONScc � 1 -'- WATER METER k SI7F 2LU 10 " • H.G.L. lESJ • � ELE':ATTO`: 1291 TRACT 13351 Z 357- -- Y,.a33 = 157 - P.S.I. W - P '--E C^N^'^C_. VALVE A-22 _ ;;IZC 1 1/2•. ::I,.. '. ;..•: ---37 G.P.M. - SPRINKLER HEAD LEGEND J SALE 1 ':20' :.E ,T:°N 1308- - SYMBOL MANUFACTURER MODEL NO. DLSCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN PRESSURE @ R.C.V. 90 P.S.I. SIZE ITEM P.S.I. RAINBIRD 1812-SAM-PRS 2" POP-UP SPRAY HEAD 12H 12* 1.3 30 HALF CIRC LE 1812-SAM-PRS 12T 12* 0.8 30 THIRD I _2" - WATER METER -- - ) 1812-SAM-PRS IOLA-H 10* 0.8 30 HALF AM _ 1812-SM-PRS VAN 12 1.1 30 ADJ. R.P. BACKFLOU DEVICE 11.0 I LATE VALVE 1.0 O 1812-SAM-PRS 8FLI-H 8* 0.8 30 HALF __ • 1812-SAM-PRS 8FLT-Q 8* 0.4 30 1 QTR. i - MASTER VALVE 1.0 I SEE CHART BELOW FOR PRESSURE COMPENSATING SCREEN "PCS" SELECTION. PRESS. REG. (FALL OFF) - a.0 -- MAIN LINE LOSS 9.0 PM 12602 O; -- REMOTE CONTROL VALVE 3.5 2 I -- LATERAL LINE 5.-0 W now -- FITTINGS LOSS (109) 0.9 TLEjATSO!fTC�IALOSSF.SOSS ) -42.0 _ M _ V r+ � � PRESSURE REQUI! :� ?," Iti;�.p: 30-n-- _--- r TOTAL FPFSSURff 72.4 TERRA �. V STATIC PP:-SS'JP� I.VAILADLE: 159.0 - 0 '�� . ' r?.` -_. . A:'AI LAPLF (F'PE-SET). 90.0 RESIDUAL WITFP PGLSSJPE AYAILA;ILL 17.6 W = M X11 ,12" ,� q - -- _.- _ ... _. .. ���- '^'r-• �_ - - _ ___ � � _ _ _-_ �_ � __ -- Uj 1 CITf RESI^'JAL !'TE? _ Z _ „ l u PPGSSJP[ 15-20 P.S.I. iy11421L 114 u " PARKWAh Y _ - _ - _ 114 - - C� W Ui Ago 49 � 1� - i - W lly" TRACT 14421 _ V IRRIGATION EQUIPMENT LEGENDsub _ SYMBOL MANUFACTURER MODEL NO. DESCRIPTION - CALSENSE 2000-24 EXISTING SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MEYERS MEUG-I-M ENCLOSURE * L� 0 RAINBIRD "EFA-CP-PRS SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE SCALE 1':20' VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. 1C WILKINS 500 EXISTING SERIES PRESSURE REDUCING VALVE * DESCRIPTION MODEL PCS-02 PCS-030 PCS-040 PCS-OEO PCS-090 PCS-125 PCS-175 s - - GPM 0.2 0.3 0.4 0.6 0.9 1 25 1 .75 - RAINBIRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COVER - 3/4" COLOR Brown Silver Orange � Black White Green Ye11UW FLAT SPRAY BF-FLT - - 6" Bub. 2' Bub 3' S' +0' k� FEBCO 825Y -BY EXISTING REDUCED PRESSURE TYPE BACKFLOW PREVENTER - 2" * 8H-FLT - 3'(1600) 4'-6' 7' +8' CITY 8T_ -FLT 3' 4' S' +B' r • • DESCRIPTION OF RE VIS ION GATE APPROVED �' CALSENSE FM EXISTING FLOW SENSOR - 1}" * 80-FLT 4'-5' 4'-5' +8' - - - - i ' ' • LOW ANGLE 1OF-LA - - 1' Bub 3' 4' S' +10' A CITY OF RANCHO CUCAMONGANIBCO T-113 SERIES GATE VALYE WITH BRONZE WHEELHANDLE - LINE SIZE � SPRAY 150 10H-LA - - 5' 7' +l0'• - - ; - . ` � / � TRAJECTORY LOT-LA 3' 5' 7' +10' . « CALSENSE - 10005 MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR AMOUNT AND LOCATION - INSTALL AS PER LOQ-LA 5' S' +10' MANUFACTURER'S RECOMMENDATIONS. -STD. ANGLE 12F - - - 1' Bib. 2' Bub 6' 7'- - - TERRA VISTA. � HARDIE 102-N.0 EXISTING MASTER VALVE - NORMALLY OPEN - 2" *. SPRmY. 300 12TQ - - - - - 8. +12 Z TERRA ,VISTA PARK WAY EAST TRAJECTORY 12TT - - - 4 1 +8.1 +12' �` / d, d. Pagano MEAN PHASE 1 BURIED PRESSURE MAIN LINE PIPING - PYC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES 11" 12N - - 8' 8' 10' +12' - w � . AND SMALLER - SIZE NOTED (18" DEEP) 12Q - - 8' +1 +12' �nl G�s� ,��. IRRIGATION CONSULTANT 12p 3' 4' B. +12' _ _ = x IRRIGATION BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED (12" DEEB) r ' � 108 WEST FOURTH STREET O N PLA N WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS '9 SANTA ANA CALIFORNIA 62701 -- PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED (36" DEEP) SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS° NJ TRACT 14421 (714) 635-23 3 E S PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART - lol 16 9 1 9 LEWIS H � M IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED (36" DEEP) ABOVE FOR APPROPRIATE RADIUS. APPROVED 8Y: ( DATE 3 Ql�:INDICATES INDICATES FLOWAUTO IN G.P.M. FOR ELECTRIC CONTROL ON NUM. 1L � CITY ENGINEER � RC.E N0.INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER '�ELECTRIC CONTROL VALVE SIZE /\ Q � DESIGN RECOMMEN ED * REFER TO TERRA YISTA TRACT N0. 13304 STREETSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. UL W m pP, Land CDRGQTn, Ltd --A NOTE: IN ALL MEYERS ENCLOSURES, INSTALL A 1'24-PC PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE FOR FUTURE MODEM. i DRAWN 1750 EAST DEERE AVENUE SHEET KEY- MAP �; >frt _ - SANTA ANA CA 92705 L P • PHONE (714)250-4822 4-OF 11 CHECKED DRAWING No � _ OFRCE NO • L2 P DATE FILE NO SHEET N OF �70� MOISTURE SENSOR NOTE THIS PROJECT REQUIRES ONE (1) CALSENSE MOISTURE WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES, STREET LIGHTS, TREES, ETC. ) INTERFERE WITH THE E.G. , A CALSENSE MODEL 2000-24 STA REQUIRES 6 SPRAY PATTERN OF THE SPRINKLER HEADS AS TO MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSORS PREVENT PROPER COVERAGE, THE IRRIGATION SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. CONTRACTOR SHALL FIELD ADJUST THE SPRI14KLER FOR INSTALLATION AND PURCHASE INFORMATION SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CONTACT: CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RICH MURRAY OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL 0 CALSENSE COST TO THE. OWNER. (TYPICAL) cc 2075 CORTE DEL NOGAL, SUITE J CARLSBAD, CALIFORNIA 92009 (619) 438-0525 NOTE: THIS IRRIGATION SYSTEM IS 0 TRACT 13272 BASED WEEK UPON APP MIEDMUM FOR08 3WATER HOURS A CIS NIGHT / 6 DAYS A WEEK. Q _ _ _ goo VISTA sobPARKWAY Vam _ am _— am R 2"am IIIIIIII h o - sm I'aw I" 1 74� IIILII = O 49 AM WW1, �jle} 1{{! OW 010 'h' -- - goo - - " _ _ _ _ .no " ,� 1 �.� In W4 a 1�2" _ - _ -- " 112 • I �(4 '�/4 I --- „ — — --- -- �— ", _ �4 ►k qti 4M 11 ........-,— u _ y4 lowII. I.. W4- - pltison 9110 moo go don I — _ _ 1" 'W0 go- • +a+4 fin° �4° 1° _ I+ nA I CONTRACTOR SHALL INSTALL IRRIGATION " � MAINLINE PIPING AND CONTROL WIRE PIPE SLEEVE WITHIN A 6" PIPE SLEEVE was _ dim 00 _ _ LER HEAD LEGEND 6 00 sow SYMBOL MANUFACTURER MODEL NO. DESCRIPTION _ _ A CALSENSE 2000-24 EXISTING SLRIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MEYERS MEJG-I-M ENCLOSURE S 0 RAINBIRD "EFA-CP-PRS SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE f+ VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. WILKINS 500 SERIES EXISTING PRESSURE REDUCING VALVE. * ` aw RAINBIRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COVER - 3/4" FEBCO 825Y - BV EXISTING REDUCED PRESSURE TYPE BACKFLOW PREVENTER - 2' SCALE 1":20' oft E'- CALSENSE FM EXISTING FLOW SENSOR - 1}" N NIBCO T-113 SERIES GATE VALVE WITH BRONZE WHEELHANDLE - LINE SIZE IRRIGATION EQUIPMENT LEGEND 2" WATER METER FOR IRRIGATION SHOWN ON PLANS FOR CALSENSE - 1000S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR AMOUNT AND LOCATION - INSTALL AS PERREFERENCE ONLY. SEE IRRIGATION FOR TERRA VISTA MANUFACTURER'S RECOMMENDATIONS. SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN STREETSCAPE TRACT NO. 13304 FOR ADDITIONAL INFORMATION. RA114BIRD 1812-SAM-PRS 2" POP-UP SP AY HEAD 12H 12* 1.3 30 HALF CI cLF WATER METER AND IRRIGATION EQUIPMENT REQUIRED FOR POINT HARDIE 102-N.0 EXISTING MASTER VALVE - NORMALLY OPEN - 2" *. 1S 1812-SAM-PRS 12T 12* 0.8 30 THIRD OF CONNECTION FOR TERRA VISTA STREETSCAPE TRACT NO. BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND URGER AND PVC SCHEDULE 40 FOR SIZES 11" 1812-SAM-PRS 10LA-H 10* 0.8 30 HALF 13304 SHALL BE INSTALLED CONCURRENTLY 14ITH THE 1812-SAM-PRS VAN 12 1.1 30 ADJ. IRRIGATION SYSTEM INSTALLATION FOR TERRA VISTA PARKWAY AND SMALLER - SIZE NOTED O 1812-SAM-PRS 8FLT-H 8* 0.8 30 HALF BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED • 1812-SAM-PRS 8FLT-Q 8* 0.4 30 QTR. EAST MEDIANS PHASE I . CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CONCURRENT INSTALLATION OF TERRA VISTA VOTE 1. (OuIPNENT TO IE INSTALLED AT A MINIMUM Of 24' F" AMY STRUCTURES OR NAROSCAPING. -_.1 1. ALL HOVE GROUND ASSEMBLY SMALL RECEIVE (2) COATS OF RED PRIMER AND (1) COAT �! �!-! I'�!I (KrEAIOA ENAMEL COLOR AS SELECTED IT Ti CiTI , ROUND CONC. VALVE BOX A COVERNEXT ;� ). WHEN t/tlt IS NE 1T TO A STRUCTURE (it. WALL, IUIlO1NG, [TC.) MOUNT TEST COCKS 011 Rou1Dook"171VALVE Box A Cov = Z �!� -- CLEAN BACKFILL - SEE SPECS. FOR OPEN OR NON•STAUCTUR[ SIDE. _ 3: MARKED 'IRRIGATION GATE" MARrEO 'PRESSURE REGULATOR* � � ._ "CHRISTY" FLS BOX 6 FL80 LID (OR EQUAL) .----.--._-._� BACKclOY ►aEYENTOR ASSN z II MATERIAL. 90% COt+IPACTION REQUIRED " IN LAWN AREASmr J" IN PLANT BEDS FINISH GRADE N A R LINE Sj ttRASS cv I • IN PLANT 6EOS BRASS NIPPLE . TYPI l PLACES fINISN GATE VALV , - , z 00 _ IRAss 90• EL Icu (2) Puc(s NON-PRESSURE LATERAL LINE: SCH. 40 uy ' I ii!. 1i1 � - :,! .i - �x:�� SNAKE PIPE IN TRENCH . I:iI� III G `l Mlle_ --------------'� BRASS ( _ _ _ = _ __Il / <+E STRAINER WITH 60 MESH i \SS LIN 10 iCREEN - , SCH PIPE FROM METER _ (�ENGTNCVARIES-PERDMANUFACTURER)D IIIc - PRESSURE SUPPLY LINE: 40/CL.315 T — I '� PRESSURE REGUUTOR _ SNAKE PIPE IN TRENCH I � it' SLOPE TO DRAIN AT N1NlNUN 1S HT1 �� �-, - _ FROM WATER SOURCE I I1 II BRASS GATE VALVE r FTNISN GRADE —1 WITH BRONZE HANDWHEEL I I 1 PIPE TO 1ACKfLOW I s ' k 'l�+llJ PREVENTOR FLDSt PROVIDE 2" OF CLEAN BACKFILL s 3/4" WASHED CRUSHED _ x ', _ —I - n TYPICAL •`. c°• 00! •a ;h AGGREGATE BASE ` >(i y - • — p EK :, BRASS NIPPLE TYPICAL 12 CONTROL WIRES - BUNDLE AND TAPE ri�r.J.�°a1'•�J�;ti*, I (2) PLACES AT 15' O.C. AND INSTALL ADJACENT I; E ill _ -• - .t ; ti`'••�I • - 1YR12'.lY CONCRETE TO PRESSURE SUPPLY LINE ,'� - ♦ : ! —� -LOOM:'I011 THRUST BLOCKS . TYPICAL LSCM 40 PVC MALE ADAPTORS otF _ _' _ {2) PLACES . , IT1111 , _) 3/4• WASHED CR uISGREGATE 4 � : k k 40 PVC KALE ADAPTORS � '� _. -Al (2) PLACES NOTE: C. 8 C SYSTEMS -- OMIT � 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. - BRASS 90' TYPICAL /y C. (2) ►LACES NOTE 1 . PIGTAIL AND LOOP CONTROL WIRE AT 90C CHANGES IN DIRECTION. _ I GATE VALVE- 3" or smaller PRESSURE REGULATOR VALVE ✓ REDUCED PRESSURE BACKFLOW PREVENT TYPICAL TRENCHING 4 3 _ CONC. VALVt 101 1 PLASTIC COVER wKID •IRRITATION RCv' 'C►1111T�1• s9 101 I FL90 L10 MEYERS : I TO SMINK1t1 - ANGLE P1Pt TO MEUC-I-M-285 ENCLOSURE SPECIFIED OEM WITH 41' ELLS ELECTRIC METER SCM 40 PVC NATE ADAPTOR COLOR CODED MAP FO :.VE SCM so Pvt 010N I--- — — — LOCATION LNSIDE SPEC'S. ) tµtIM 2000 i R1016011111L BRASS NIHIL �^ WALL MOUNT C CLLER - l I I MOUNT WITH NCLOSURE. STRUCTURE OR LN11P-T%TjCONNECTORS L— ——J 120 VOLT t IN RECID STEEL RAIU BIRD33 OIRCVITN YELLOW 1' 1N LASH AREAS , • COHDUI •.- R LOCAL CODE) RUBBER 12 CAP - SUPPLY ONE KEYOSE NARDSCAPING ELECTRIC CONTROL VALVE ON-0 -DITCH AND 110 VOLT PER l2 QCV'S INCLUDING HDSL 3' IN PLANT SIDS SWIVELS. _ EX' 'sR OUTI.ET',TU BE PROVIDED BY rEN1SN GRADE - INSTALL IN FINISH GRADE 1 ;LECTOR. PLANTER $[D ONLY Is" Maxteu• -�K NUT ! tee s m JhD4ON WIRE/CONTROL WIRES IN 3" j FINISH --•- ----- -- L,,ill �,l�l� =, • - - ,� SCH. 80 PVC CONDUIT --FIG TAIL EXPAASION GRADE e„ L— — 2' X 3' X 6" CONCRETE FOOTING IMF (KIN. 249 LONG) I .... li..• .,1 L A MINIMUM OF 3 ABOVE MIN. INSTALL .- --IRASS AM GL OSE �, a, �� —_— D AND SLOPE TOP TO DRAIN —SLIP BASE SOCKET OVER ENO OF WIRES 1 !; m �. !� _ AT A MINIMUM OF 2% —a - VALVE W/uNION _ _ f<—FLOM ! s i I= �I� _ ... - _ STAINLESS STEEL .. � — �,. '�; _� = i,it i Ur 14 DIRECT BURIAL WIRING TO !BASS NIPPLE SCREW CLAMP z BRASS NI ELL _ Ir BRASS NIPPLE — Il lu a, STEP 1 ! BRASS 90• STREET LLL MINIMUM T3) PLACES o • ^ • VALVES: BUNDLE AND TAPE EVERY STRIP WIRES APPROX. 5/8" FROM ENDS-TWIST TOGETHER ! C T 3/4' WASHED CRUSHED 6 . tS FT. O.C. INSTALL WITHIN MAIN APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL BRASS NIPPLE - fi" LONG /4 REAR STAKE LINE TRENCH. iBRASS 90' STREET LLL (24" LONG) II + AGGREGATE CAVITY WITH SEALER A """'-SCH 80 PVC NIPPLE NOTES: OMIT STEP 2 =. s- - - e - -=- :- - •'•--CONTROL 1 COMMON WIRES 1. INSTALL CONTRO PER MFC. PRINTED INSTRUCTIO D PER LOCAL CODES I LPUTRLOCATION TO .?PROVED IN FIELD BY THE LANDSCAP "'>tc'HITECT PRIOR TOCONSTRUCTIOd CRIMP FLEECE OVER WIRE ENDS-CRIMP SLEEVE FINISH: TS SEMI-CLOSS ENAMELCOLOR t1TY I AND CUT OFF EXCESS WIRE , 2. COMMON W TO BE WNITt AND CONTROL VIRE TO BE RED 1 .OR. PULL EASE SOCKET 0'/ER ENO AS FAR AS POSSIBILE SCM 40 PVC SxSxT TEE PRESSURE SUPPLY LINE 3. NO SP SHALL BE MADE BETWEEN CONTROLLER AND REMOTE ' �'TROI. VALVE. STEP 3 - --� NOTE: 4. CONT WIRINC SEQUENCE CORRESPONDS TO OPERATING SEQUENC REMOTE CONTROL ! _ 1. INSTALL CONTROL VALVES A NiNINUI Of I2' t<RON STRUCTURES OR MA1tOSCAPING. v AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNEC SEQUENCE. L_---PUSH SEALING PLUG INTO BASE SOCXET ENCS SHOWN ON OtTAIL IS FOR REFERENCE ONLY SEE IRAICA7 CLAN FOR PUSH WIRES TO END OF BASE SOCKET TO ASSURE 2. INSTALL VALVES IN PUNT $EDS MAIVER POSSIBLE NEXT TO SIDEWALKS. RRECT VALYt SEQUENCE. COMPLETE SEALING Or CONNECTION I PRESSURE SUPPLY -L 3. PLACE WAIVE $01 AT R(GNT AWAES TO STRUCTUES DR MARDSCAPING. RUN ONE EXTRA WIRE (COLOR: ORANCt) TO FARTHEST RCV FOR FUTURE LINE n n INC `" 4. /LACE AWEGATE PRIOR t0 INSTALLATION OF WAIVE 10X. STEP 4 �----PRESSURE SUPPLY LINE S. ATTACH •CMRISTT' VALVE IDENTIFICATION TAC WITH APPROPRIATE CONTROLLER AND RAINSIRD SNAP-TITE WIRE COIINECTOR VALVE NOBLER , TO CONTROL WIRE. REMOTE CONTROL VALVE WITH 8 QUICK COUPLING VALVE WITH METAL STAKE 7 �SHT-OFF VALVE & UNION/ MASTER VALVE AUTOMATIC CONTROLLER WIRE CONNECTOR GENERAL NOTES • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON FLANS WHEN IT IS • WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE • THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A WOOF OG S ONE 1. ALL LOCAL MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS 60VERNIIJG (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORIMANSHIF' OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO OBVIOUS IN THE FIELD THAT UNINOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A CITU SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOF H' NC DESCRIPTION OF REVISION DATE AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL EVIDENT AT THE TIME THESE PLANS WERE P'R'EPARED, ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR APPROYTD BE CARRIED OUT BY THE CONTRACTOR. SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORT REQUIRED TO CORRECT ADDITIONAL COST TO THE CITY. REPRESENTATIVES PRIOR TO ANY WORT OR THE IRRIGATION CONTRACTOR SHALL ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. CITY OF RANCHO CUCAMONGA ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ONE HUNDRED EIGHTY (180) DAYS AND SHALL WATER ON A REGULAR BASIS. UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORt . THE THE CITY . • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION 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 ` 1P LA `/ ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND STAGES OF INSTALLATION: s. �` st, TER" VISTA ARCHITECT. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. TERRA VISTA PARKWAY EAST vv w( jHA� ��� • INITIAL PRE-JOB MEETING WITH THE CITY, AND LANDSCAPE ARCHITECT. �r � A MEDIAN PHASE 1 THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TC • CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW F•REVENTOF: b C.�, ry REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORD OF THIS • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY �. s S CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING SECTION. TRENCHES. THE CITY'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. LIC' NO. 1253 � tGATION DETAILS FROM HIS OPERATIONS OR NEGLIGENCE. a? c • 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/OR 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. �Q APPROVED BY ( DATE — AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF VERIFPLANSIANDION SPEOCIFIOCATIDNSLETION AND EXECUTION OF WORT PER THE • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COF'F'ER �I4t[ of f;p�I���� CITY ENGINEER RCE 22397 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. OF 1114 DIRECT BURIAL TYPE. USE BLACK. INSULATED WIRE FOR PILOT AND - DESIGN REC MME 0, D • THE CONTRACTOR SHALL PROVIDE TO THE CITY . UPON THE COMPLETION OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE i — 5. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED THE JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL. BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 45 FEET _ QP Land Concern. Ltd. EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WDRP TO BE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALk-THROUGH. INTERVALS. PROVIDE TWO EXTRA PILOT WIRES TO THE END OF T11E PIPE RUN cp COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE DRAWN 17 0 EAST DEERE AVE�dl7'F SHEET IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE" LAS? = FEET OF THE IRRIGATIONNOTES AUTHORIZED REPRESENTATIVE. • A REDUCED IRRIGATION FLAN INDICATING ALL SYSTEMS-AND THEIR WIRE AND LEAVE IN VALVE BOX. d d Pagano SANTA ANA %A 92705 6 • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS APPROPRIATE SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED PHONE (714)250- 4822 --OF IRRIGATION CONSULTANT ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. ,.HECKED DRAWING NO FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING NOTES CONTINUE • toeweaTrourm2T RCE NO /33-7- / AREAS AS NECESSARY. eAK7A AHA CALIFORNIANIA•2701 �/� / � (714)636-2361 DATE FILE NO J SHFET3-�0FQ"/ NOTE: NOTE: 1. LOCATE HEAD(o" FROM Wh.KS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND 1. ,LOCATE HEAD 6` FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND EDGE OF LAWN. 1/2' ABOVE FINISH GRADE EDGE OF LAWN. 2. LOCATE HEAD 12" FROM All STRUCTURES. MI-POP SHRUB HEAD 2. LOCATE HEAD 6" FROM ALL STRUCTURES. 3. USE TEFLON TAPE ON ALL MALE THREADS. FINISH GRADE 3. USE TEFLON TAPE ON ALL MALE THREADS. 4. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPEN = 6 FEATURE AS _ I iI. PER THE IRRIGATION PLAN. - Iif = I i SH N '-P-UP TURF HEAD1" IN SOD F POP-U ,__ F ROTOR I " IN SEED F GRADE 1/2" IN SOD FINISH GRADE _ ITE NON-PRESSURE LATERAL LINE Il FITTING = "" MARLEX 90' STREET - E Ell = }' SCH 80 PVC NIPPLE MARLEX 90° STREET ELL `'- SCH 80 PVC NIPPLE MARLEX 90° STREET 1>— _ (MINIMUM 3" LONG) (MINIMUM 4" LONG) SCH IPPLE 4 TYPICALP(2)VC NPLACE SCH 80 PVC NIPP -. _- - � � � SCH 40 PVC TxT 90° ELL (6" LONG) SCH 40 PVC TzT 90° Ell SCH 40 PVC 90' STREET Ell MARLEX 90°• STREET ELL MIT- 0 11- SCM 80 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATE THE 6 FITTING ANTI-DRAIN VALVE AS IRED ANTI-DRAIN VALVE AS REQUIRED MARLEX 90° ELL MARLEX 906 STREET ELL NOTE: I NON-PRESSURE LATERAL LINE 6 _ING 1. LOCATE HERO t' FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, ANO EDGE OF LIMN. 2. LOCATE STREM 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 TEf1011 TAPE ON All MALE THREADS. , POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR 11 HI -POP SHRUB SPRAY_ 10 9 I I I 'SNAP-TITS' ELECTRICAL r --- JUMBO, GONG. , VALVE BOX - CONNECTDRS 1' IN TURF AREAS WITH 2-6' EXTENSIONS AND OMIT �' IN SHRUB AREAS / -— — -- — - FINISH GRADE LOCKING COVER. BY AMETEK FINISH GRADE OR EQUAL. COMMON WIRE - VALVES SENSOR - OF — COMMON WIRE � �--� `� . . ` - -- - EXTENSION / CONTROL- - -- 1 1 E E X a WATER-PROOF �-_ VALVE CONTROL WIRE CONNECTIONS --- - — — JUMBO BOX CONTROL BURY WITHIN ROOT SYSTEM WIRES ________ _ IO PIPE BLACK TRS (eXlshng) --- DIAMETERS -- RED - � 10 PIPE DIAMETERS CALSENSE —�— \ ANY LENGTH ��- FLOW 2Fkp 14 AWG WIRE �— WATER FLOW IN zJ TO SENSOR I'h1 II�r � � ��` MAINLINE 21�" X141" F.M ebw Sensor 6� ���• k 2 k � - 0 0 R M E SION MASTER FLOW BACK-FLOW WATER Cl 0' VALVE SENSOR PREVENTER METER (exis�ln9) 6' y 4 '�` (ex lsfing) (exic,'n9) (exishrIJ) v .. . `. o e °,� P GRAVEL Pressure rtgolaFor �c�:d° r ;� DRA ,t1MP OwlIns"-�5o0 2" (existing) CALSENSE RENDITION OF TYPICAL ONTROLLER INSTALLATION CALSENSE SENSOR INSTALLATION _ CALSENSE FLOW SENSOR INSTALLATI 14 C 3 DIAGRAMMATIC OAILY DIAGRAMMATIC oNLy " ' DIAC„ItAMMATic ONLY DESCRIPTION OF REVISION DATE CITY NOTES CONTINUE: APPROVED CITY OF RANCHO CUCAMONGA • PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE F'IF'E • ALL SPRAY HEADS ADJACENT TO SIDEWALI'S. CURBS. DRIVEWAYS. OR OTHER AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP 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 GRADE. TERRA VISTA PARKWAY EAST PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR ` c� ���` SHALL PERFORM REQUIRLD REPAIRS AT HIS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE MIEDIAN PHASE 1 • ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A FVC SCHED. 4() SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW 3 r LIC. NO. 1283 = SLEEVE WITH 36" MINI MUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OFT I MUM F ERFORMANCE. z '12 �I� IRRIGATION DETAILS ON PLANS AND INSTALLED PER DETAIL. - • PRIOR TO BACKFILLING IRRIGATION TRENCHES: � � LEWIS HOMES • ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT ��� APPROVED BY DATE ' AND WITHIN 18" OF THE HARDSCAPE. ALL OUIC! AREAS WHENEVER POSSIBLE 4 COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" 115 PSI FOR A PERIOD OF SIX HOURS. ANY LEAPS FOUND SHALL BE ST or (C,RI� CITY ENGINEER — RCE NO 22397 DIAMETER URIST%ECo11'QMlALVE BOX. CORRECTED BY REMOVING THE LEAI ING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. JES!ON RFC-'MMENDED • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND DP Land Concern. Ltd. COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. P 1750 EAST DEERE AVENUE d d Pagano ORaWN i, SANTA ANA A 92705 J SHEET • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOWOF HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. IRRIGATION CONSULTANT �P PHONE (714)250- 4522 C /Ot WELT fOUFA SANTA AHA CALIFORNIA 927 HE R C E NO DRAWING NO ppTp1 _- - ----- (- 014)936-4363 DATE FILE NO SHFFT OF--40" _ e - SPRINKLER IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION . A. Scope of Work: Provide all labor, materials, transportation, and S. The chart shall be a blackiine or blue line ozalid print and D. Brass Pipe and Fittings: Q. Miscellaneous Irrigation Equipment 2. Sprinkler heads shall be Installed only after flushing of the services necessary to furnlsA and Install the Irrlgatlon 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 Drawings and described herein. coverage for eats station. 1. Where indicated on the Dravings, use red brass screwed pipe 1 Refer to Irrigation Plans for fires and types of the City of Rancho Cucamonga. conforming to Federal Specification 0NN-P-351. miscellaneous irrigation equipment. 1.02 QUALITY ASSURANCE i REQUIREMENTS i. When completed and approved, the Chart shall be hermetically J. Sprinkler Heads: staled Detreen fro pieces of plastic, each piece being a 2. Fittings snail be red brass conforming to Federa 2. All wlsctllaneous irrigation equipment shall be a specified A. ►ermlts and ices: The Contractor shall obtain and pay for any and minimum 20 mels. Specification OW-P-160, or approved eQual. 1. Install the sprinkler heads as designated on the Drawings. all ptnits and all obsery&tions as required. 7. These Charts all be completed and approved prior to final E. Copper Pipe and fittings Sprinkler heads to be installed 1n tA1s work shall bt equivalent In all rlsDects to those ttemlztd. 1. Manufacturer's Directions: Manufacturer's directions and detailed observation of the irrigation system. PART 3 - El(EC4TI0f1 drawings shall be followed in all cases where the manufacturers of 1. Pipe: Type K, Aa rd tempered 2. Spacing of heads shall not exceed the maximum indicated on articles vied in this contract furnish directions covering points 0. Operation and Maintenance Manuals: 3.01 OBSERVATION the Drawings. In n0 case shall the spacing exceed the not shown in the Drawings and Specifications. 2. Fittings: wrought topper, solder }otnt type mtxiwu■ recommended by the manufacturer. 1. Prepare and deliver to tAt City of Rancho Cucamonga within Site Conditions: Cr Ordinances and Regulations: All local, municipal and state laws, ton calendar days prior to completion of Construction, two ]. JOtnts shall be soldered rlth silver solder, 155 silver, 1S7t 3.04 TEMPORARY REPAIRS and rults and regulations governing or relating to any portion of hard cover binders with three rings containing the followingcoDDer, 16i zinc, 215 cadmium, solidus at 1125 F. and 1. All scaled dimensions are approximate. The Contractor shall • - . this work are hereby Incorporated into and aide a part of these lnforwation: 1lquidus at 1115 F. check and verify all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to Specifications, and their provisions shall be Carried out by the Rancho Cucamonga's approval prior to proceeding with work keep the sprinkler system equipment 1n operating condition. The Contractor. Anything contained in these Specifications shall not a. Index sheet stating Contractor's address and telephone F. Wte Valves: under this Section. exercise of this right by the City shall not relieve the Contractor of be construed to conflict with any of the above rotes and number, list of equipment with name and addresses of his responslDiltttes under the terms of the Guarantee as herein regulations or requirements of the same. However, when these local manufacturer's representative. 1. Gate valves 31 and smaller shall be 125 ib. SMP bronze gate t. Exercise extreme care 1n excavating and working near txlstinq specified. Specifications and Drawings ca 11 for or describe materials, waive with screw-in bonnet, nonrising stem and solid wedge ut11it1es. Contractor shall be responsible for damages to workaansnip, or construction of a Dotter quality, higher standard, 1. Gtalot and parts sheets on every imterial and equipment disc. ut111ttes rhlcn are caused by his operations or neglect_ 3.05 EXISTING TREES or larger size than is required by the above rules and installed under this contract. Check existlnq utilities drawings for existing utility regulations, the provisions of these Specifications and Drawings 2. Wte valves 3• in0 smaller shall Aave threaded ends and shall locations. Where it is necessary to excavate adjacent to existing trees, the shall take precedence. e. Guarantee statement. bt equipped rlth t bronze handwheol. Contractor shall use all possible care to avoid injury to trees and 3. Coordinate installation of 1rrlgation materials including tree roots. Excavation in areas where two (2) inch and larger roots 0. Explanation of Dr&wings: d. Complete operating and maintenance instruction on all 3. Gate valves ]" and smaller shall bt similar to those pipe, so there shall be 10 interference with utilities or occur shall be done by hand. Ail roots two (2) inches and larger in major eQutpment. manufactured by NiDto or approved equal. other construction or difficulty in planting trees, shrubs, diameter, except directly in the path of pipe or conduit, shall be 1. Due t0 the scale Of the Dravings, 1t is not possible t0 and ground COvlrf• tunneled under and shall be heavily wrapped with burlap, to prevent indicate all offsets, fittings, sleeves, etc. which may b! 2. In addition to the above mentioned maintenance manuals, 1. All gate valva shall be installed per lnstallatlon detill. starring or excessive Crying. Where a dttcning machine is run close to required. TAe Contractor shall carefully lnvesttgate the proved! the City's maintenance personnel with instructions 4. The Contractor-shall carefully check all grades to Satisfy trees having roots smaller than two (2) mnemes in diameter. the wall of structural and finished conditions affecting all of his work for Yjor 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 hard trimmed, making clean and plan Ais work accordingly, furnishing such fittings, etc, of Rancho Cucamonga at the conclusion of the project that two--piece body designed for working pressure of iSO P.S.I. the irrigation system. cuts through. Roots one (1) inch and larger to diameter shall be as may De required to meet such condlttons. Drawings are this servtte has been rendered. operable with quick coupler. Key size and type shall be as shorn painted with two coats of Tree Seal, or equal. Trenches adjacent to generally dlagr&mmatlt and tndl uttve of the cork to be on plans. 3.02 PREPARATION tree should be closed wtthtn twenty four (24) Hours; and where this is installed. The work shall be installed 1n such a manner as to E. Equtpsment to De Furnished: not possible, the side of the trench adjacent to the tree shall De kept avoid conflicts between the irrigation system, planting, and N. Backflov Prevention Units: A. Phys1 ut Layout: shaded ween burlap or camas. architectural features. 1. SuDDiY as a part of tAts contract the /otloring foals: 3.06 FIELD QUALITY CONTROL - 1. Backflow prevention units shall be of size and type indicated 1. Prior to installation, the Contractor shall stake out all cork called for on the Dravings by notes or details shill A. Two (2) sets of special tools required for removing, On the trrlgation drawings. Install backflow prevention pressure supply lines, routing and location of sprinkler be furnished and instilled whether or not sDecifi a 11y disassembling and adjusting each type of sprinkler and units in accordance with the Dravings. heads. A. Adjustment of the System: mentioned in the Specifications. valve supplied On tM S project. 2. Wye strainers at backflow ortvention units shall have a 2. All layout shall be approved by City of Rancho Cucamonga 1. The Contractor shall flush and adjust all sprinkler Heads for ]. The Contractor shall not willfully 0. Two (2) Four foot valve keys for operation of gi-Ee- bronztd screwed body with 60 mesh monel screen and shall be prior to installation. optimum performance and to- prevent everspray onto walks, system as shown On the Drawings when it is obviouss in iinstall the ivalves. similar to Biley /1008 or approved equal. road.ays, and buildings as much as posstb'e.n the he a 8. Mater Supply: field that obstructions, trade differences or discrepancies C. Tw (2) keys for earn automatic controller. 3. A11 pressure aalnline piping between the point of connection 2.' If it - is determined that ao+ustmen;s to thr irrigation In arta dimensions exist tont might not have beenen considered g in engineering. . Such obstructions or differences should be and the backflow preventer shall be installed as required by 1. Irrigation system shall be Connected to water supply points equipment well provide proper and mare adequate coverage, the brought to the attention of the City of Rancho Cuumgnga. In d. Ont (1) quick Coupler key and watching hose swivel for lout code. The Contractor sM 11 verify rlth the local of connection as lndi a ted on the Dravings. Ccntra,tor shall make such adjustments prior to planting. the event this notification is not performed, the Contractor every five (5) or fraction thereof of each type of quick governing body as to material type and installation Adjustments may also include changes in nozzle sizes and shall assume full responslb111ty /or any revision necessary. Coupling valve installed. procedures prior to start o1 Construction. Submit shoo 2. Connections shall be made at approximate locations as shown degrees of arc as required. drarinq for approval. on the Dravings. Contractor is responslDle for mf nor changes 1.03 SUBMITTALS 2. The above mentioned equipment shall be turned over to the caused by actual site condltlons. 3. Lowering raised sprinkler heads by the Contractor shall be City at the conciuston of the project. Before final I. Check Valves: accomplished within ten (10) days after notification by the A. Material list: observation can occur, evidence that the Owner has received C. Electrical Supply Citv fatlrlal must De shown to the City of Rancho Cucamonga. 1. Swing Check valves 2" and smaller shall be 200 pound M.O.G. 1. Electrical connections for automata controller shall be Made a All s; 'n0 er heads shall be set perpendicular to finished 1. The Contractor shall furnish the articles, equipment, bronze construction with replaceable composition, neoprene or to electrical materials, or processes specified Dy name in the Drarings and 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING rubber disc and shall meet or exceed Federal Specification Dolnts of connection as indt a ted on the ,ta-as ur',ess •therwise designated on the Drawings. Specifications. NO Substitution rill be allowed without prior Het-V-Sip, Class A, Type IV. Dravings. written approval by the City of Rancho Cucamonga. A. Handl!ng of PVC Ptpe and F1ttings: The Contractor 1S auttoned to _ Rasa 6irc EIA-CP-PRS valves rill be set per manufacturers e,ertts! care 1n handling, loading, unloading, and storing of PVC 2. An t1-drain valves shall be of heavydui vir in PVC 2. Connections shall be made at approximate locations as shorn y 9 spectficatten so that edch lateral operates at design t. Complete m&terial lest shall b! sub+nitted prior to performing pipe and fittings. All PVC pipe shall be transported ,n a vehicle construction with F.I.P. thread inlet and outlet. Internal on tl,e Drawings. Contractor is responsible for minor changes pressure. any work. Material list shill include the manufacturer, which alloys the length of pipe to lie flat so as not to subject Darts shill De stainless steel and neoprene. Ante-drain caused by actual site condtttons. model number and description of all materials and equipment it to undue bending or concentrated external load at any point. valve shall De field adjustable against drarout from 5 to 40 B. Tes-rg of Irrigation System- to be used. Although manufacturer and other Information way Any section of pipe that has been dented or damaged rill be feet of head. Anti-drain valve shall be similar to the 3.03 INSTALLATION discarded and, If installed, shall be ►e laced vlth her 1 in 9 guide to proper submittal D D D 9• Vilcon "AOV" or approved a ual. 1. 1hr Contractor shall request the presence of the City's be different, the following is a q A. Trench ng: format: Aut'Drized Representative in writing at least 48 hours in 1.05 SUBSTITUTIONS �. Control Miring: ad�a^ce of testing. 1. Dig trenches straight and support pipe continuously on bottom Item No. Description Manufacturer MOdel No, A. If the Contractor wishes to substitute any equipment or materials 1. Except as noted otherwise, connections between the automatic of trench. lay pipe to an even grade. Trencntng excavation for those tQutpment or materials listed on the Orarings and controllers and the electric control valves shall be made shall follow layout lndtcated on Drartngs and as noted. 2. Test all pressure lines under hydrostatic pressure of 150 1 8ackfior preventer Febco 825Y Specifications, he may do so D providing the following pounds Der square inch, and prove watertight. Y Y 9 9 with direct copper vire AWG-U.F. 6wi volt. Control 2. Provide for a minimum of twenty-four (24) inches cover for 2 Automatic Controller Calsense 1000 Series information to the C,ty of Rancho Cucamonga for aDDroval: wiring installed 1n control wire conduit r1tA1n structure y- shall be made with ANG-TW solid copper wire. Pilot wires pressure mainlines 3" and larger. ] Wte Valrt Ntbco T-113 1. Provide a statement indicatingint reason for making the mote: Testing of pressure mafnllnes shall occur prior to 9 shall be a different color wire for each automatic 3. Provide. for a minimum of eighteen (18) inches cover for all tnstallatfon of electric control valves. 1 Etc. Etc. Etc. substitution. Use a separate sheet of paper for each item to controller. Common tires shall be vhlte wit.) a different De substituted. color stripe for each automatic cogtroller. Install to pressure supply 11nes. 3. All piping under paved areas shall be tested under Irrigation Submittal must be specific and complete. All accordance with valve manufacturer's specifications and wire 4. Provide for a minimum cover of twelve (12) inches for all nydrostattc pressure of 150 bounds Der square inch, and Items must De tested and should include solvent/primer, r1rt, 2. Provide descriptive catalog literature, performance charts chart. In no case shall rare size be lets than 011. non-pressure itnes. proved watertight, prior to paving. rlrt connectors, calve poxes, est. No copies of and floc charts for each item to be suDstltuted. manufacturer's literature (catalog tuts) are required as 2. N,rtnq shall occupy the same trench and snail be installed 4. Sustain pressure in Imes for not less than six (6) hours. 3. Provide the amount of cost savings tf the substituted Item Is along the same route as pressure supply or lateral lines S. Provide for & minimum Cover of eighteen (id) inches for ail p submittal information. approvedcontrol wiring. 1f leaks devote re 1 wherever posslDle. D, D act joints and repeat test until entire system is proven watertight. 3. TAe Contractor wy submit substitutions for equipment and 8. The Ctty of Rancho Cuc&eartga shall rave the sole responsibility 1n 3. Where more than one (1) wire is placed in a trench, the B. Backfilling: S. All Hydrostatic tests shall be mane only to the presence of materials listed on the Drawings by following procedures as accepting or rejecting any substituted item as an approved equal rirtng snail De taped together at intervals of fifteen (15) ft. the General Contractor, or the Cit of Rantno Cucamon outlined in Section 1.05 of the irrigation Speclficattons. to loose e�ulpment and materials listed on the Orarings and 1. The trenches shall not be backfilled until all required tests y ga. Ne Specifications. 4. An expansion Curl shall be provided within three (3) feet of are performed. Trenches shall be carefully backfilled with pipe shall be backfilled until it has been observed, tested 1. Equipment or materials installed 'or furnished without prior each rare connection. Expansion curl shall be of sufficient the excavated materials approved for backfilling, consisting and approved fn writing. approval of the City of Rancho Cucamonga may be rejected and 1.06 GUARANTEE length at each splice connection at each electric control of earth, loam, sandy clay sand, or other approved the Contractor required to remove such materials from the materials, free from lar a clods of earth or stones. Backfill 6 Furnas^ ecessary forte pump and all ether test eautpment site at hes own expense. valve, so that in cast of repair, the valve bonnet may be 9 A. The Guarantee for the irr,gatton system snail Ot made 4n brou ht to the surface without dtsconnectln the control shall be mechanically compacted 1n landscaped areas to a dry g 9 density equal to adjacent undisturbed soil in plantln ^hen the irrigation system is completed. Deworm a covera;e S. Approval of any item, alternate or substitute Indicates only accordance with the attached fon. The General Conditions and vires. Control rhes shall be laid loosely 1n trench rtthout 9 test in the presence of the Cit cf aarcho Cucamonga, Supplementary Conditions of these Specifications shall be filed stress or stretchtn of control rlre conductors. areas. Backfill viii conform to adjacent rades without Y qa, to tMt the product or Products apparently meet the requirements with the City prtOr t0 atceDtanct of the irrigation system. 9 di pt, sunken areas, humps or other surface irregularities. determent 1f the water coverage for planting areas is of the Ortwings and Specifications on the basis of the complete and adequate. Furntsn all materials and perform ail information or samptts submitted. S. Ali splices shall be made with Scotch-Lok 03576 Connector work required to correct any inadequacies cf overage due to B. A copy of the Guarantee form shall be 1nclUded 1n the operations Sealing Packs, Ratnbtrd Snap-Tete wire connector, or approved 2. A fine granular material backf111 r111 be initially plated on all lines. No sores n matter lar er than one-half (1/2) inch devlattons from plans, or where the system has Deen w111fully •. Manutacturtr's warranties shall not relieve the Contractor of and maintenance manual, equal. Use one splice per connector sealing pack. in size r111 be permitted 1n the initial backfill. installed as indicated on the Drawings when it is obviously his liability under the guarantee. Such warranties shall inadequate, without bringing this to the attention of the C. The Guarantee forty shall bt re-typed onto the Contractor's 6. Field splices betreln the automatic controller and electrical only tuDDltexnt the gwrantee• City of Rancho Cucamonga. This test shall be accomplished letterhead and contain the following information: control valves will not be alloyed without prior approval of 3. Flooding of trenches rail be permitted only with approval of before any ground cover is planted. /. Record Drawings: thCit f RhC GUARANTEE FOR SPRINKLER IRRIWTION SYSTEM 8. Upon compietlon of earn phase of work, entire system shall pe 1. The Contractor shill provtdt and keep up to date and complete K. Automatic Controllers: 4, If settlement occurs and subsequent adjustments in pipe, tested and adjusted to meet site requirements. a record set of blue line ozalid prints which Shall be He hereby guarantee that the irrigation system we have furnished valves, sprinkler heads, lawn or planting, or other corrected d&11y and show every change from the original and tnstalltd is tree from defects in materials and woriumanship, 1. Automatic controllers shall be of size and type shown On the construction are necessary, the Contractor shall make all . drawings MAINTENANCE drawings and specifications and the exact lnstalleG and the work has been completed in accordance with the Drawings drawings. required adjustments rlthout cost to the City. , locations, sizer, and kinds of equipment. Prints for these and Specifications, ordinary rear and tear and unusual &bust, or neglect excepted. We • ree to repair or replace an defects in C. Trenching and Backf111 Under Paving: A. The entire Irrigation system shall be under full automatic purposes may Dt obtained Iron the Ctty of Rancho Cucamonga at g 9 y 2. Final location of automatic controllers shall be approved by operation for a period o/ seven (7) days Drtor to any planting. cost. This set of drawings shall be kept on the site and material or workmanship which may develop during the period of one the City of Rancho Cucamonga. year from date of acceptance and also to repair or replace any 1. Trenches located under areas where paving, asphaltic concrete shall De used only as a record set. 8. The City of Rancho Cu umonga reserves the right to vacuo or damage resulting frw the repalrinq or rtplacinq of such defects 3. Unless otherwise noted on the Drirings, the 120 volt or concrete, rill be installed shall be backf111ed rite sand shorten the operation ivied. 2. These drarings shall also strut as cork progress sheets and at no additional Cost t0 the City. We shall make such repairs Or electrical power to the automata controller location shall (a layer six (6) inches below the pipe and three (3) inches p shall be the basis for measurement and pa replacements within a reasonable time, as determined b the Cit above the DiDe) and compacted in layers to 95i compaction, amens for work Y Y. De furnished by others. The final electrical Rook-up shall 3.08 CLEAN-UP completed. These drarings shall be available at all times after receipt of written notice. In the event of our failure to De the resDonsib111ty of the Contractor. using manual or mechanical tamping devices. Trenches for make such repairs or replacements within a reasonable time after Di Di ng snail be compacted to equal the compaction of the p progresses. Refuse and for obserratton and shall be kept 1n a location designated by Crean-UD snail be made as each or tion of work the City of Rancho Cucamonga. Should the record blue line receipt of written notice from the City, we authorize the City to L. Electric Control Ya,vet: existing adjacent undisturbed soil and shall be, left in a excess dirt shall be removed from the site, all walks and paving shall record drartng progress sheets not be ava11ab1e for review or proceed to Aave said repairs or replacements wade at our expense firm unyielding condition. All trenches shall be left flush be broomed or washed down, and any damage sustained on the work of - not be up-to-date at the time of any observation (refer to and re rill pay the costs and cA&rtes therefore upon Oewand. 1. All electric control valves shall be the same size and type with the adjoining grade. The Contractor shall set fn place, others snail be repaired to Its original condition. Section 3.10 - Inspection Schedule), it will be assumed no shown on Drawings. cap and pressure test all piping under paving prior to the work has been completed and the Contractor will be assessed D+wing cork. 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE PROJECT: the cost of that site visit at the current billing rate of 2. All electric control valves shall have a manual flow the City of Rancho Cucamonga. h0 other observations shall adjustment. 2. Generally piping under existing racks ,s done by jacking. A. 1ne Contractor shall operate each system in Its entirety for the take place prior to payment of that assessment. LOCATION' boring or hydraulic drtv,ng, but where any cutting pr ]. 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 SlotED: be done and replaced D the Contractor as a items deemed not acceptable by the City of Rancho Cucamonga snail control valve. Y part of the be reworked to the complete satisfaction of the City of Rancho reI. Thecord Contractor shall make neat and legible notations On the contract cost. Permission to cut or break sidewalks and/or Cucamonga record drarinq progress sheets daily as the work proceeds, ADDRESS: M. Control Ya1ve loxes: concrete shall be obtained from the City of Rancho snoring the Mark as actually installed. For example, should Cucamonga. No hydraulic drlving r111 be permitted under a piece of equipment be installed to a location that _t does not PHONE: DATE OF A[CEPTANCE: COnCrete paving. 8. Tne Contractcr shalt snow evidence to the City of Rancho Cucamonga match the plan, the Contractor must indicate that equipment 1. Use 8 1/2" I.D. x 11 311w round concrete valve box with that the City has received all accessories, charts, record has been relocated in a graphic wanner so as to match the Fibrelyte lid for all gate valves. Extension sleeve from draw+rigs, and equipment as required before Final Observation can original Symbols as indicated in the irrigation legend. The valve box to ate valve shall be PVC Schedule 40 - 6" minimum ]• Provide Lora ■,ntmuw cover of elgAteen (11) inches between relocated equipment and dimensions will then be transferred PART 2 - PRODU[TS size. Valve box shall be similar to Christy "F8 Box" valve the top of the pipe and the bottom of the aggregate Dase for occur to the oritinal record dr&rinq plan at the proper seise. box rttn Christy "FLBD" 11d or approved equal. all pressure and non-pressure pip,ng installed under 3.10 OFSERbA'!Ou SCHEDULE 2.01 MATERIALS asphaltic concrete pavinq. 4. before the date of the final observation, the Contractor A. General: Use only flew materials of brands and types noted On 2. Use 10 5/8" x 17 1/4" concrete rectangular box with Fibrelyte 0. Assemblies: A Ccr,tractcr shall be responsible for notifying the City of Rancho shall transfer all information from the •record Orwing• Drawings, specified heroin, or approved equals. lid for all electric control valves. Valve box shall be Cucamonga n advance for the following observa H on meetings, prints to a sepia mylar or similar mylar material procured similar to Christy `B9 Box' with Christy "Fl9D^ lid or 1. Routh of sprinkler 1tr1 accerd!nq to the time indicated: from the Cit o/ Rancho Cucamonga. All work shall be 1n approved equal. 9 0 Irrigation lines as indicated on the City g 1. PVC Pressure Main Ltnt H pt and Fittings: Drawings is diagrammatic. Install lines (and various 1. Pre-Job Conference - 7 days wtemproof India ink and applied m to the malar by a technical 3. Install each remote control valve in a separate valve box. assemblies) in such a manner &s to conform with the details pen made expressly for use On malar material. Such pen shall 1. Pressure aaln line piping for sizes 2' and larger, shall be Each valve number shall De heat branded on valve box top with ,n the Drawl figs. 2 Pressure sucply memo instailatton and testing - 48 hours be similar to those manufactured by Rapidograph, Kueffell S PVC Class 315. Esser, or f&bey Casten. Tnt dimensions shall be made ao as 2" tall letters. Branding unit available from Hydroscape 2. Install no multiple assemblies 1n t0 be easily ►tadable even on the final Controller Chart (see 2. Class 315 pipe shall be midi from an NSF approved Type I, Products, Int., phone number (714) 639-1850. each assembly with its ore outlet, plastic lines. Provide 3 autcrattc centrnller installation - 48 hours Section U. The original malar *record drawing' plan shall be Grade 1, PVC compound conforming to ASTM resin specification iM Sprinkler Meads: y submittCP ed to the City of Rancho Cucamonga for approval prior D 4 C ntrol were installation - a8 heirs d d Pagano to the compietlon of the controller chart. 01781, All pipe must meet requirements as set forth 1n 3. Install all assemblies specified herein in accordance with Federal Specification PS-22-70, with an appropriate standard 1. All sprinkler heads shall be of the same size, type, and respective detail. In absence of a detatt Drawing or 5 Lateral line and sprinkler installation a8 Hours dlwension (S.D.R.) (Solvent-veld Pipe). deliver the same rate of + Specification pertaining to & Speclftc item required to S. The Contractor saa11 dimension from two (2) permanent points precipitation r1tA the diameter (or complete the cork, of reference, buildtnq corners, sidewalk, or road and discharge as shown on the perform such work in accordance with best 6 radius) of throw, pressure, Ccvera a test - 48 hours IRRIGATION CONSULTANT tettrstctlons, etc., int lotttlon of the follortnq Items: 3• Pressure wain line piping for sizes 1-112' and Smaller shall drawings and/or as specified 1n these special provisions. standard practice with prior approval of the City of Rancho foe WEST FOLVITMITt7EET be Schedule /0 with solvent welded }omit. Cucamonga. 7. Final Observation - 7 days W(TA AXA CAL►OSINIA 02701 )esi-fins a. Connection to existing water lines. 2. Spray heads shall Aave + screw adjustment. 1. GradeSchedule 10 pipe shall be Mdt iron NSF approved Type I, 4. PVC DiDe and fittings shall be thoroughly cleaned of dirt, B. When observations have been conducted by other than the City of Grids I PVC compound conforming to ASTM resin sptciflc&tion dust and wotsture before Inst&llatfon. installation and b. Connection to existlnq electrical power. 3. Riser units shall De fabricated 1n accordance with the Rancho Cucamonga, show evidence to writing of when and by whom D1785. All Alpe must meet requirements as set forth is details shorn on the drawin s. solvent welding methods shall be as recommended by the DiDe c. Wte valves. Federal Spectftcatlon PS-21-70. 9 and fitting mianufacturer. these observations were made. S. PK solvent-wed fittings shall be Scedvie 10, 1-2, II-I NSF 4. Riser nipples for all sprinkler heads shall be the saws size S. On PVC to metal connections, the Contractor shall work the C. No site observations rill commence without •As-Bu11t" record d. Routing Of sprlMtler pressure lines (di�nsla marc. as the riser opening in the sprinkler body. drawings. In the record the Contractor unlit for n site wish DESCRIPTION OF REVISION DATE CITY 100' along routing). approved conforming to ASTM test procedure D2166. metal tonntctlons serif. Teflon tape or approved equal, runout 'As-Built" record drawings, without completing previously shall De used on old threaded PYC to PVC, and on all AP►ROVED 6. Solvent cement and primer for PVC solvent-veld pipe and S. Ali sprinkler heads of the same type shall De of the same threaded PVC to metal joints. Light wrench pressure is all noted corrections, or without preparing the system for sold vests, manufacturer. that ,s required. Where threaded PVC connections are ne snail be responsible for relmbursinq int Ctty of Rantno e. Sprinkler control calces. ftttings shall pe of type and lnstallition methods prescribed required, use tore+did PVC adapters into which the pipe way Cucamonga at M s current bi111ng r&fes per hour portal to portal Iy the manufacturer. • Identification Ta (plus transportation costs) for inconvenience. No further site CITY OF RANCHO CUCAMONGA f. Routing o/ control wiring and locations of all splice Tags re solvent welded. Loxes. 7. All PVC pipe must bear the loilorin prkings:- visits will be scheduled until this charge has been paid and 1. I.O. tags for electric control valves shall be manufactured received. • g. Wick couDTing v+lues. from Polyurethane Behr Desopan. Use Chrlsty's standard tag E. Line Clearance: All lines shall Aave a minimum clearance of a. Nominal 'f name tredve <1a tlel l from each other and from lines of other TERRA V S T A bot stamped with black letters on yeller background. Tags b. Stub-outs for future connection. b. Mominal DiDe size trades. Parallel lines shall not De installed directly over one shall be numbered to match programming shown on the another. �/� � I S EAST A C. Schedule or class drarings. Provide one tag for each electric control valve. TERRA h.7TA P/1(j1\W AY LAST d. Pressure ratlnq /n I.S.I. F. Automatlt Controller END OF SECTION t. Otner related equlpwent as directed Iy tha City of e. MSF (National Sanitation foundation) aDpro►il 2. Special order tags from T. Christy Enterprises, 1211 Struck Rancho Cucaxwnga. f. Date of extrusion Avenue, Orange, U 92667. Phone (711) 771-4112. � PHASE Install as per manufacturer's instruttlons. Remote control valves ``.�iL.. S. On or before the date of the ftmal observation, the /. All flttings shall brat the fmnufacturer's now or trademark, P. Vandal Resistant Controller Enclosure: shall be connected to controller in numerical sequpncp as shown on Contractor shall deliver the corrected and completed soplas feittrlal deslgnatlofl, Site. applicable I.P.S. schedule arid ant Drawings. IRRIGATION SPECIFICATIONS to the City of Rancho CHK among&. Delivery of the sepias will NSF sial of approval. 1. Controller enclosure shall De of size and type shown on the not relieve the Contractor of the responsibility of irrlgatlon drawings and trrlgatton detatt sheet. G. High Voltage Ni ring for Automatic Controller. furnishing required information that may b' omitted from the C. PVC Non-►ressure lateral flee P1p1nq: 1. 120 volt LEWIS HOMES Printf 2. A backboard shall be secured to the controller enclosure power connection to the automatic controller shall ��� T. Non-►ressure buried lateral Tine piping shall be PVC Schtdoie housing to provide a base for mounting the automatic be provided by the Contractor. `11�`s\lhivir s ti t 7� /d C. Controller Charts: 40 with solvent-weld joints when installed 1n planting atlas. sprinkler controller and terminal strip. I. As-butit drawings 2. All electrical work shall conform to local codes, ordinances, P - �_ f APPROVED BY.' DATE ngs fA&T1 fie apvroved by the City M Raardro 2. Non-pressure lateral line piping installed under paved areas 3. A 117 volt du lex box shall be and union authorities haulm v / i ')A ��` Z 2397 D provided with and On/Off g jurisdiction. s "� s-k CITY ENGINEER RC.E NO. Csscassxmga before castroller charts art prep&red. (hall be PVC Schedule 10 r1tA solvent welded }olnts. switch, and 117 volt receptacle. Metal conduit shall run r J/ < \ S� from the 117 volt supply to the controller housing. All H. Remote Control Valves: - DESIGN RECOMMENDED t. Provide one controller Chart for cath controller supplied. ]. Pipe shall be made from NSF approved, Type I, Grade II PVC power w1tM n the housing shall be properly phased. ttilpound Conforming to ASTM resin specification 01784. All 1. Install where shown on the Dravings. When grouped together, i ' 3. The chart shall show 04 aro controlled by-t%a autometic PIpe must moot requirements set forth 1fl federal 4. D terminal strip shall be provided, clearly indicating the allow at least twelve (12) inches between valves. Install I I ' '," N 0. K R3 M G' and Co[leern, Ltd eontr011tr and shall be the maximuw size which the Controller Specification PS-ZZ-70 with an appropriate standard dimertsiom ro er tots of connection of all appropriate wiring each remote control valve in a separate vacuo box. y r' door rill allow. ratio. (station valves, waster valve, common, central control.) - 12. 'I_ - )�)L1750 EAST DEERE AVENUE SHEET I. Flushing of System: t DRAWN t. The chart is ve be • reduced drawing controller the artvtt installed t. Except as noted rem paragraphs 1, : and 7 of section 2.0T1, ., LP SANTA ANA CA 92705 y Q OP� system. however, in the event the controller sequence Is ill requtrewents for non-pressure lateral tint plot and t. After all new sprinkler pipe lines and risers are 1n place v not legible when the drawing Is reduced, it shell be fittings shall N the same as for solvent-wild pressure wain and connected, all necessary and work has been /'� _ PMOPE 7 4)Q50-48 22 enlarged t0 a sere U+rt will be reaQaDle when reduced. lent Plpe and fittings as set forth /n section 2.0i1 Of these completed, and prior to installation of sprinkler heads, the C 1OF CA FAQ CMECNED RCE DRAWING NO Specifications. control valves snail be opened and full head of water used to D.D. PAGANO GATE FILE NO NO /3._71Z_4_ flush out the system. SHEETS, F qK TREE LEGEND NOTE: CONTRACTOR SHALL PLANT ALL TREES WITH ROOT BARRIER PER CITY STD. DETAIL $YM. QTY. q• b• aiIZq O.C. BOTANICAL NAME COMMON NAME (605a) . ANY TREE WHOSE TRUNK CENTER IS _ - -- --- --_.-----_--- --- [SAMIU A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE PLANTED WITH ROOT BARRIER APPROVED BYMG 'j I 20' MAGOLIA GRANDIFLORA EL SOMMER THE CITY INSPECTOR. "SAMUEL SOMMER" I I I Ll 2- ,'Z 20' LAGERSTROEMIA INDICA CRAPE MYTLE "WATERMELON RED" PILI 12602 A T _ TRACT 13271 co 9 s = � P — /EF\Lu \ _ 9 as — U N� MG — w Z � 'Is PARKWAY — 0° T i ♦ ♦ ♦ ♦ ♦ ♦ � ♦ i ► 1y a ♦ * ; r r y � 4 r t •t •f f , t I — ViS A a.Q w TERRA . . . .I w z !A - - as3i --- - -- - -- _ i W LL • �_V = _ cn c) = U 7- ch z = Q ,..a > uj - Q > oc • Q TRACT 14421 - w TRACY 13351 Z ;� z � SHRUB LEGEND w i SYM. QTY. SIZE O.C. BOTANICAL NAME COMMON NAME SCALE 1 ":20' -- .j EF 184 5 GAL 3' ESCALLONIA HYBRID DWARF ESCALLONIA "NEWPORT DWARF" PTW 260 3' PITTOSPORUM TOBIRA WHEELERS DWARF �,. "WHEELERI" � I TJ 334 I Uig(, 18" TRACHELOSPERMUM JASMINIOIDFS STAR JASMINE i O PM 12602 z w — > > - - -.1 P T.1 m _ M� -s Izl- I W TRACT 13272 _ Ln Q — 3-15' MG TERRA = -15 VIS TA = W — — uJ __ t PARKWAY w , , , , , •� , • , r . . . . , . . . , . -- - - f. * r ♦ n .,. ..ate t - - - — r — W 06 E: F low_ W 400 cn ♦ r t ♦ a � - w EF p _ = (n ! W 2•f 5 �- P _ II-5 Z E F 9 5 I-15 J h-5 E F TRACT 14421 f1.5 _ U — _ Q — SCALE 1-:20' PLANTING LEGEND ` ESP . ESPALIERED GAL. GALLON CONTAINER G.C . GROUND COVER a - . HT. HEIGHT L.A. LANDSCAPE ARCHITECT Z C -J 1�6 - DESCRIPTION OF REVISION DATE CITY L. C . LANDSCAPE CONTRACTOR r �`> � -; - APPROVED MIN MINIMUM M.T. MULTI -TRUNKED � CITY OF RANCHO CUCAMONGAGROUND COVER LE N ® O.C . ON CENTER �v , RWD . REDWOOD - zv ALL SHRUB AREA R 0 111- S . L .A. SELECTED BY L . A. - - � "� ,r . i �t ,� d� ; ��:, TERRA VISTA SAE TO BE UNDERPLANTED W/FLATTED GAZANIA SPEC. SPECIMEN � � Ji SP . SPREAD _ .; _ ' ., CLUMPING WHITE a O.C. TRIANGULAR SPACING. oil j '� ', �/ , �'�' TERRA VISTA PARKWAY EAST ` r` . ' MEDIAN PHASE 1 1I PLANTING PLAN NOTE; REFER TO SHEET 3 FOR PUNTING KEY PLANTING DETAILS a SHEET I I �,�� �� �,� LEWIS HOMES FOR PLANTING SPECIFICATIONS . kk '� �sj ''� ' i '� APPROVED 9Y DATE* lye PLACEMENT OF TREES SHALL BE + a9 J � � �! CITY ENGINEER v� RC.E N0.�397 APPROVED BY THE CITY INSPECTOR, TRACT 14421 �r� -1' SEE PLANT LIST OR DESIGN REC MMN L LEGEND ut M n" o?a- Land Concern, Ltd 5' I SIZE OF PLANT MATERIAL // O ' ? DRAWN 1750 EAST DEERE AVENUE SHEET • GALLON OR BOX SIZE )017 N. SANTA ANA CA 92705 QUANTITY OF PLANT ' 9 of 1 TERIAL ® , z PHONE (714)250-4822 A ,• �� N CHECKED DRAWING NO MAP _ Of � RCE NO / 372-� KEY ADN �� q DATE FILE NO ..j • SHEET3wOF 4A' I O _ _ TRACT 13272 O ' ism _ I PARKWAY � , Q PT VISTA _ b0 S A EF _ _- 3 . EF S 525 _ _ EF 0 _ 7-5 t� t. •. t ,lJ t } f ♦, t h f f fi } ' } l on-= ` } } ♦ ` *�•,C'�JE" 'a:'K' ' I r f * t t r ri,+� t + ,r` f '' •;:P�-''�,.��t .:.,� _ ..-.- . .�� ..._,�._:�__-__.Y= _. N_ _ _ __--� _� Ti - - - _ -- �"- LI _ ref• :-� - PLANTING LEGEND ESP . ESPALIERED _ _ _ GAL . GALLON CONTAINER G.C . GROUND COVER HT. HEIGHT L .A.' LANDSCAPE ARCHITECT SHRUB LEGEND - L.C. LANDSCAPE CONTRACTOR a _ MIN . MINIMUM = M.T. _ MULTI -TRUNKED �s SYM. QTY. SIZE O.C. BOTANICAL NAME COMMON NAME O . C . -ON CENTER —_ _ = RWD . REDWOOD EF 207 5 GAL 3 ESCALLONIA HYBRID _ DWARF ESCALLONIA S . L . !! . SELECTED BY L.. A. "NEWPORT DWARF" SPEC . SPECIMEN _ = SP . SPREAD PTW 252 3' PITTOSPORUM TOBIRA WHEELERS DWARF = "WHEELERI" TJ 450 18" TRACHELOSPERMUM JASMINIOIDES STAR JASMINE SCALE 1"•20' P L AN II N G KEY L-1- SEE PLANT LIST OR LEGEND 5• I SIZE OF PLANT MATERIAL NOTE: CONTRACTOR SHALL PLANT ALL TREES GALLON OR BOX SIZE QUA WITH ROOT BARRIER PER CITY STn. DETAIL NTITY nF PLANT p{A TREE LEGEND (605a) . ANY TREE WHOSE TRUNK CENTER IS TERIAL A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE SIZEPLANTED WITH ROOT BARRIER APPROVED BY STM. QTY. q■ 6• q • q O.C. BOTANICAL NAME COM'DN NAME THE CITY INSPECTOR. NOTE`: REFER TO SHEET -5 FOR LT j� 11 Zee LAGERSTROEMIA INDICA CRAPE MYRTLE PLANTING DETAILS a SHEET /l. FOR PLANTING "WATERMELON RED" - TRACT 13304 SPECIFICATIONS, PLACEMENT OF TREES SHALL BE APPROVED BY THE CITY INSPECTOR, o - o� sop _ _ _ _ o ' cn _ a = PARKWAY Q 0 A VISTA i — GROUND COVER LEGEND Q = SRR W .ON.100 j 0-0 W ALL SHRUB AREAS ARE TO BE UNDERPLANTED W/FLATTED GAZANIA wo ow 00 • co 'CLUMPING WHITE' 8" O.C. TRIANGULAR SPACING. j °Z lw- SIR— W /ri45 �Lli a Q � = 4 elm 7 J �Q Q T I -(5 e �— sz ' LI •C.� co C) dam W r 515 SIS f2 6j`�1 ► , t" Lu CITY GOP ,'> r-_ ;� �i � � •� s DESCRIPTION OF REVISION DATE APPROVED Opp ar= LlLu goo �1 gap CITY OF RANCHO CUCAMONGA ,` � TRACT 14421 I ' �- ` - �, r _�� TERRA VISTA TERRA VISTA PARKWAY EAST ow do MEDIAN PHASE 1 .00 �� ry ii , , O PLANTING PLAN mop_ SCALE 1':20' k � ; � � >�?;' LEWIS HOMES APPROVED BY / ATE �L_ TRACT 14 4'21 J t ` C11 r ENGINEER RC E NO \ O DESIGN REC'MMENDE It • _ ✓ Land Concern. Ltd. — / \ DRAWN 1750 EAST DEERE AVENUE SHE[ T SANTA ANA CA 92705 PHONE (714)250-4822 —J° C OF CHECKED DRAWING NO KEY MAP Tn,>ti, � a.� _.� ;.� � OF t — — RCE NO - T', �1{'iT, 'i DATE FILE NO SHEE73�of qs�' CONCRETE 10 .CONCRETE FINISHES E. Plant List_ - is indicated on drawings. 14. PLANTING VINES, SHRUBS, AND GROUND COVERS _ B. fertiliza_tio_n - Fertilize three (3) weeks after planting with 5 Vines n shrubs shall be planted in its at least 18" greater pounds 16-6-8 per 1,000 sq. ft. ; fertilize thereafter every A v es a d s P 9 rf hall De screeded to the required levels and slopes and f Plants - Shall be as stated on th Plan. Container D Flat surfaces s q F. Sizes o a is thief (30 days. 1. SCOPE e i m r than their Ddli of earth and at least 12" below the Y ) Y n removed. Concrete shall be in d a to r n jails ce n 11 n hall have been town n n excess wale and stock (1-gallon,son 5- anon and 15-gallon)o s the a sto g g ) 9 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 ep bottom of pit shall De Furnsdrawings and specified al iconcr n within the tolerance of 1/8" along a 10" straight edge. of theeb and the pit filled with "prepared soil" to the bottom C applyspeltetPzed torics ciumfarsinateo5% b slugs gight andnails, D g' 1 metaldeh d of the ball. When the plant has been properly set, the pit Y 9 See plans for concrete finish in landscape areas. G. Substitutions - Substitutions for the indicated plant materials shall be filled to the required grade with "prepared soil" and y e 54 by weight as per manufacturer's recommendations A. Furnish and set all reinforcing steel, Dolts, and anchors. willD- a permitted provided the substitute materials are approved thoroughly settled by tamping and watering. All vines shall be two (2) weeks after installation. in advance by the L.A. and the substitutions are made at no removed from stakes, untied, and securely fastened in an 1 1. EXPANSION JOINTS 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 B. Install all items required by other trades which are to be cast into all substitute plant materials shall conform to the brand soildrin as per manufacturer's recommendations two (2) concrete. Placement of expansion joints shall be as directed and determined D P which they are platned. y 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., layouts of slab markings noted "E.J." on drawings. Expansion ,joint materials are of a less value than those indicated or specified, material shall be Quick Joint, or approved equal, or as noted in the Contract price will be adjusted in accordance with the B. Prepare a depressed water basin as wide as plant balls each Lindane and Phosphorothioate. Water thoroughly, backfilling any voids with additional Plans provisions of the contract. preparedplantingm' wAere applicable. gophers g x. Exterminate o hc-+s and moles and repair dams e. 2. GENERAL 12. PROTECTION H. Plants Not Approved - Plants not approved are to be removed from C. Gpound Covers D. Pruning - All shrubs and trees shall be pinch pruned as All requirements of subsection 3.31 standard specifications for 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. All finished concrete work shall be barricaded to pedestrian traffic and/or City res- ves the right to reject entire lots of plants (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be for three (3) days. Barricades shall be placed immediately after represented D detective samples. concrete finishing. Contractor shall furnish, place, and remove all D Y P cover areas shall be moistened prior to planting. Nc rlat removed. No major pruning shall be done without the approval Of plants shall be planted in dry Buil . the city maintenance inspector. 3. MATERIALS of his own barricades. Contractor shall be responsible for any damage to new construction and replacement or repair of the work 8, FERTILIZERS AND SOIL CONDITIONERS A. Portland cement shall conform to ASTM -0150, Type I or Type 11 . (2) Set plants in center•of pits so that crown of plant will be E. Weeding - All planting areas including lawn, groundcover and shall be made without added cost to the City. Samples of all soil ammendments, sod and plants shall be submitted for level with finish grade after settling of soil, there Shrub areas shall be kept weed-free at all times. Weeds Sha ll 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) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Contracot matter. 4" but not more than 6" in length. shall fertilize per 026 - Lawn Maintenance and #27 Groundcovers If patching is necessary and permissible, a bonding agent such as A. Organic fertilizer shall be processed sewage sludge with a and Shrub Area Maintenance of these specifications. Weld-Crete, or equal , shall De used minimum content of ll nitrogen and 23 Phosphoric Acid similar to D. Admixture for all formed concrete shall De SiKA Chemical Comp's 15, TREES AND VINES OCCURNG N LAWNS "Plastiment" or approved equal, applied in strict accordance with 14CONCRETE CURBS bacterial Method of processing shall not destroy normal 26 . GUARA4ME AND REPLACMENTS . manufacturer's directions. bacterial content. Trees and vines occur nig in lawn shall be planted before Fina E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. Constr,ct concrete curbs at locations shown on Plans as detailed, B. Nitrogen stabilized sawdust shall be bulk, with the following preparation of those areas. A. All shrubs and groundcover shall De guaranteed by Contractor as Wirefabric: ASTM-A185. true to line and grade, as approved by the local County or City. Use nitrogen content based on dry weight to growth and health for a period of ninety (90) days after natural grey Portland cement concrete, 2000 psi compressive strength. 16, CARE OF PLANTS BEFOR AND Dl1�tM�G PLANTING completion of the specified maintenance period, and/or final F. forms Locate expansion joints as detailed or shown, and as directed, at 0.51 for Redwood Sawdust acceptance by the city. All trees up to ?0" box size snail De 1 Lumber shall De "construction rade" doe las fir. intervals not to exceed fifteen feet (15' ). Finish with steel 0.13 for Fir Sawdust Plants shall not De allowed tc dry out before or wheat being planted. guaranteed by Contractor to live and grow in an acceptable �- 9 9 trowel, then brush with bristle brush parallel to face or edge. Keep ex;osed roots moist Dy means of wet sawdust, peat moss or burlap at upright position for a period period six (6) fin after completion (2) Plywood used for forming shall De at least 5/8" thick, and edge l.Ot 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. Milted plants, whether in place 15. CLEAN-UP the city. Trees in 20" boxes or larger, and all field grown Salinity - The Saturation extract conductivit. shall not exceed 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, 3.5 millimhos cm at 25C. expense. an acceptable upright position for a period of one Il year after completion of the specified maintenance period, and/or 4. CONCRETE Contractor shall remove all tools, Surplus materials, apparatus, 17 WATERING BASINS city acceptace. debris, etc. , from the site and the site shall be left in a clean, table to City. Commercial fertilizer Shall be delivered in Sacks with manufacturer's neat c•>r,dition acct A. Quality p label shc..ing weight and analysis attached to each sacii . 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 plant to form a watering basin at the edge of and following the the life of the Contract, includir.. the maintenance period or 9. STAKING MATERIALS (1) Contractor assumes responsibility for the design mix and shape of the planting pit area. Mounds for trees and for vines those plants rj ured or damaged as to render them unsuitable for guarantees the specified ultimate strength as indicated or LANDSCAPE CONSTRUCTION fron 5-gallor. or larger containers, otherwise specified shall be the purpose tended, shall be immediately replaced in kind and specified herein. A. Tree staking shall be as per de'ail . at least 4" high. Mounds for all other treys, vines or plants size at the • +pense of the Contractor. (2) Concrete, minimum 28-day ultimate strength shall be 2000 psi. 1. SCOPE B. Ties far Holding trees shall De as per detail . not otherwise specified shall be at least 2" nigh_ xcavated the work of this section includes all labor, materials and equipment earth, if capable of retaining water, may used. Any C. Contractor shall, within 5 days notice h f city remove and (3) Ready-mixed concrete snail conform to ASTM-C94. settlement within the basins retaining waterer shall be refilled replace all guaranteed plant materials which ch for any reason fail B. Proportions and Consistences required to complete the work indicated on drawings. The work shall be 10.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 stablilized sawdust worked into thi, 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 1/10th of a foot or I" to restore the mulched condition. original planting, and all such replacement materials shall be mixture which will readily work into all corners of the forms foreman, capable of interpreting the drawings and these specifications. below paving where paying exists. guaranteed as specified for the original guaranteed materials. and around all reinforcements without any segregation of the The work included in this section is as follows: B. Moisture Content - The soils shall not be worked when the materials, cause excess free water to collect on the surface or B. An the end of the l8b day maintenance period all watering basins 2 7. CLEAN-U P Finish grading for planting, soil presparation, fertilization, planting, moisture content is so great that excessibe compaction will in lawn areas shall be leveled to finish grade and the area cause excessiDle bleeding of the forms. occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. 9 including lawn, ma inter ance, inspection and certifications, guarantees, or that clods will not break readily. Water snail be applied if Upon completion of the work in this section, Contractor shall remove all (2) The recommended practices of the American Concrete Institute clean-up, staking, guying, and esparliering, miscellaneous allowances. necessary to provide ideal moisture content for tilling and for 1 8. WATERING rubbish, trash and dentis resulting from the operations; remove disused caequipment and implements of service; leave entire area involved in a neat shall be followed in all app]ible procedures. The maximum planting, A. Immediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of the city. slump shall not exceed three ca inches for footings, slabs ongrade, and mass concrete five (5) inches for foundation walls. 2. APPR OV ALS C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate 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 C. Control 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 Owner, and no changes shall be made without his prior B. Prior es excavation for planting or placing of stakes, locate all has begun, there shall be no defic•ency in the specified depth B. Plants which cannot be watered efficiently with the existing written approval. utilities, electric cables, conduits, sprinkler lines, heads, valves, of mulched plan-, , g beds. water system shall be watered by means of a hose. and valve control wires, and all utility lines so that proper S. FORMWORK precautions mdy be taken not to damage Such improvements. In the ;. Weedl U - q preliminary Before and durin r and finish event of a conflict between such lines and plant locations, promptly - y grading, all C. Apply water in sufficient quantities, and as often as seasons notify the City Inspector who shall arrange for relocation for one weeds and grasses shall be dug out by the roots and disposed of conditions require, to keep the ground wet at all times, well A. Forms for concrete work shall be either metal or wood. Forms that or the other. Failure to follow this procedure places upon off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be are warped or that do not have a smooth straight upper edge snail not type, less than 2-1/2" high and not bearing seeds, which may be taken in watering slopes so as not to cause erosion damage. De used. forms shall be set with the upper edge of the board true to Contrartor the resl,onsibility for, at his own expense, making any and turned undr�). Oats mc--e than 2-1/2" high and not bearing seeds masses to be removed ep all rairs fur mresu daage, lting fron work herrur,der. may be turned r.der. Perennial weeds and g D. Following the planting of ground cover plants furnished in line and grade and shall be staked rigidly in place with stakes set not more than four feet (4') apart so as to remain immovable inclu�!e, 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 Owner means of a hose with a slow-runn•ng stream of water. within a tolerance df one percent (1%). All materials shall be 3, OUANTiTiES AND TYPES Nut Grass Puncture vine Dallas Grass Mustard Plant 19.TREE STAKING accurately and separately weighted and mixing shall continue untilAlfalfa Johnson Grass Mire weed Morning Glory the 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 Stake all non-guyed trees at time of planting by placing stake in the homogeneous. shown or noted for each location and shall be of the species, kinds, prepared hole and driving it 18" into solid ground. Plant the tree as sizes, etc. , as sv•-',olized and/or described in the "Plant Material E. All planting areas shall be scarified to a depth of 12 inches close to the stake as possible withcut crowding the roots. aster the B. Two 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 grade with the spacing of the ripper teeth no greater than tree to the upper •end of stake in at least three places using X-It tree 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 12 inches on center prior to placing conditioner and braces. to the mix at the job site as directed by the Inspector. The accuracy. The Landscape Contractor is to verify all sizes and fertilizers. All rock and debris more than 2" in diamter shall 20. ESPALIERING VINES concrete shall be mixed at least 5 minutes after such water is added nurntitie;. be removed from, the site. All trellises and stakes are to be removed from plants and the plants 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 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 City. Dimensions ire approximate. Before proceeding with any work, Contractor shall be retilled and fertilized to the depth specified for the C Concrete which is not placed within 90 minutes after the introduction shall verify all dimensions and quantities and shall immediately and/or inform z.o� . qu,r-d, 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 bet Cween the drawings 1 1. FINISH GRADING after leaving the mixer, shall not be used, specifications and actual conditions. No wrk shall be done in anyarea 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, 6. CONVEYING AND PLACING by L.A. and city. When preliminary grading, includir . weeding and fertiliz,ng, has been quantity, and type of material and that the material conforms to the complete and the sell has dried s,.•ficiently 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 ele.ations 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 and percent of Phosphrric acid. For each fertilizer and soil earth shall not be muddy at the time of pouring. Concrete shdII not A. All inspections Shall be made Dy L.A. and city. Contractor shall slopes between points wtiEre elevations are given. Min:r adiustments of conditione• in containers, a similar certificate orinvoice shall be be placed until reinforcements, rough hardware, and forms are request inspection at least two (2) days in advance of the time finish yrades shall br nade at the 0,rection of the cit., ' required. furnishe- stdting total quantities : y weight ani volume for eact approved by Owner. 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, ever nd unilorn plane without ab, .t prigr to the start of the maintenance ,ericla. B. Before depositing new concrete against old concrete, all laitance change of surface. Soil areas ad)ace.it to t,„ildings to allow a natura, 2Z PROTECTION shall be removed, and the surfaces roughened to expose the embedded run-off ,f water, and surface surfaces to shall be directed as indicated on (1) During finish grading and soil prep+ration. the drah•ngs by remodeling surfaees to facilitate the natural "run-off" Contractor shall carefully and Continuously protect ail areas included in aggregate. The surfaces shall then be covered with cement grout, of water. low spots and pockets shall be one inch below grade of the Contract, including plant mater•als, fences, supports, etc. , until using the specified mix with 1/2 of the course aggregate omitted, (2) Plants, after delivery to site and prior to planting. adjacent payment of any kind. Grading shall be done when soil is at final acceptance of the work by the L.A. and city. 1-1/2" thick. (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. 2 3.M AlNTANCE 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 so., before de ivery. A. Contractor shall maintain a sufficient herein of men and shall De kept reasonably level, with a minimum amount of concrete 12. METHOD OF PLANTING AND WORK PROCEDURE adequate equipment to perform the work herein specified. Plan maintenance lark shall consist of applying water, weeding, being allowed to flow after being placed. Placing shall be (5) lawn areas prior to planting. A. No planting shall be Done until all operations in conjunction caring for plants, including groundcovers, shrubs and trees, performed as a continuous operation until each section is completed. (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 (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of concrete by vibration will not be permitted. calendar day maintenance period ("final inspection"). work approved by the city. B. Damage to any planted area shall be repaired immediately. T. GROUT Depressions caused by vehicles or foot traffic shall be filled (8) At completion of 180 calendar day maintenance period ("Final B. The relative position of all trees and plants is subject to with topsoil, leveled, and replanted. Exterminate gophers and Maintenance Inspection"). approval by the City and shall, if necessary, be relocated as moles, and repair damage. 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 (g) inspection reports shall be made for each inspection by the C. The entire project shall De maintained fora period of 180 days container and set so 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 commencing from the time all items of work have been complete to that, when settled, they bear the same relation to the required the satisfaction of L .A. and city. B. For dry tamp cement grout, a minimum of water shall be added to the grade that they bore to the natural grade before being mix so that when wet sample is squeezed hard in the hand, surface transplanted. Each plant shall be planted in the center of the D. The project shall be cared for in a neat, clean condition at all 6. CERTIFICATION t.y and L.A. moisture, but no free water, Shall appear on the Sample. Do not mix pit and backfilled unless otherwise specified, with the prepared times to the satisfartion of r, more than can be used fh 30 minutes. Prior to job acceptance, written certifications shall be submitted to the soil. No soil in muddy condition shall De used for backfilling. No filling will be permitted around )ranks or stems. All broken 24, LAWN MANTANCE City for the following: S. CURING AND PROTECTION or frayed roots shall be properly cut off. A. Quantity and Quality of Commercial Fertilizer and Organic A. Watering - Water every stay once per day for two weeks and A. All exposed surfaces of concrete shall be protected from damage due Fertilizer. D. L.A. and/or city shall supervise the placing and planting of all therefter gradually redu a frequency of watering to three times CITY to temperature, elements, and construction operations. plants. per week. Contractor st.11 continue to maintain the lawn until DE S C RIP TION O F R E VISION DATE B. Quantity and Quality of all Soil Amendments called for by Plans final acceptance by the L.A. and city. A P P R01/tE0 B. Corin and Specifications. E. In the event that underground construction work or obstructions _9 are encountered in the planting operation, alternate locations B. Fertilizing - Apply 16-6-8 at the rate of 5 pounds per 1,000 CITY 0 F RANCHO CUCAMONGA 7, (1) All exposed surfaces of concrete shall be protected from MATERIALS for plant material will he selected by L .A. and city operation square feet three weeks after instatldtion 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 Plant materials indicated on drawings and herein specified shall conform period of ten days after placing. In order that curing water to the following: 13, PLANTING OF TREES C. Diseases_ Pest Control - Two weeks after installatin of lawn, T E R R A VISTA may reach both surfaces of walls, the forms shall be loosened apply a granular mercurial fungicide of 1.8i mercurous chloride and water shall be poured over the tops of the walls and allowed A. Nomenclature - Plant names indicated on the drawings conform the A. Position plants in locations indicated on drawings and secure as per manufacturer's recommendation. TERRA VISTA PARKWAY EAST to run down between the concrete and the forms. rtendard Plant Names" established by the American Joint approval before excavating pits, making necessary adjustments as Committee on Horticulture. Except for names covered therein, the indicated. D. Mowing - The lawn shall be mowed at a height of 1-1;2" with a MEDIAN PHASE 1 (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 receiving concrete hardener. B. Condition - Plants shall be symmetrical, typical for variety length of sides and depth equal to two t les the diameter of the remove from the site. SPECIFICATIONS 9. DEFECTIVE CONCRETE and species, sound, healthy, vigorous, free from plant disease, tree ball. Compacted soils he sides and - atoms snits be insect pests, or their eggs, and shall have healthy, normal root loosened by scarifying ed other approved •squire. Pits shall be After each cutting, the edge Of the grass shall be trimmed to a LEWIS HOMES A. Concrete which is not in accordance with these specifications, out of systems, well-filling their containers, but not to the point of backfilled with "prepared soil" to the required grade, and the neat and uniform line. The lawn edges shall be maintained line, level, or plumb; showing structural cracks, rock pockets, being root bound. Plants shall not be pruned AT ANYTIME, and in balance of the pit filled with "prepared soil", thoroughly neatly at all times. \E Uk N(A LAri' voids, spalls, honeycombing, exposed reinforcing or other damayed no case shall trees De topped. settled by water application. �O LPA` r^ q i(� APPROVED BY: ( DATE: surfaces shalt be considered as defective. 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. C2TOUNDCOVER$ AND SHRUB AREA MANTANCE �� CITY ENGINEER R.C.E. N0. 2397 e removed from exposed Concrete De measured with branches in their normal position, and shall be crown of ball will be level with finish grade atter allowing for H. watering - new planting shad be watered once per day for two �/,, T� B. All fins and irregularities shall D1 teen. Where patching is watering and settling and shall Dear the same relationship to % DESIGN \ R EC O M MSN DE D surfaces while the Concrete is sill g as indicated on the drawings. The caliper of all trees shall De the finish rade that it did to the soil surface in the T21-weeks after installation. Reduce watering to every other __ Z i measured ted above the surface of the ground. Where caliper 9 day for the next two (2) weeks. water thereafter three (3) Cl LIC fill 1�P1 required, all loose and unfirm concrete shall be removed prior to container. times per week until final acceptance. s rr r , patching. Minor rock pockets end honeycombing shall be patched with of other dimensions of any plant materials are omitted for the ( A 1 Avenue dry pack concrete. "Plant Legend", it shall be understood that these plant DAIE -. LandSt pe Araehrt /Planning materials shall be normal stock for type listed. D. in as wide as plant balls at each DRAWN i -> IM EaSf��AAvenue SHE E T Prepare depressed water bas plant. Water thoroughly, backfilling any voids with additional . CA 92M 1 1 Ori D. ! 1 n_spection prepared planting mix.- All plant materials must have been previously �/►d Aha, _ --- n J9I �; � CHECKED �v- (714)25�4SZI F8X�7I4� 7J2I4G DRAWING NO inspected at the nursery by the County Horticultural Department, E OF C('+�` R C E NO and shall be subject to the inspection and approval of the L.A. / before planting. DATE FILE NO SHEET.3bF-i'V DEVELOPER/OWNER H � E TU L PL_ ANS L, ANDS C- APE ARC 18owl _ C RA TERRA VISTA OXFORD SERIES I 0 riles STRFETSCA Pz -- ' E & PF_ RIMETFP, Tll-), ACT - SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE- DISTRICT ' NO. 4 115 6 N . MOUNTAIN AVE./P.O-BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX _ ✓ -� � ��g N0. DESCRIPTION NO. DESCRIPTION X TITLE SHEET 12 ^� N='• T'— •� •-- 1 IRRIGATION PLAN 13 2 IRRIGATION PLAN 14 PROPOSED cr+ArEEr REGIONAL RANCHO CUCAM/CITY PARK 11 r..,.._.._.. 3 IRRIGATION DETA�S 15 c� I« 1. M Enxo arliment Pemyt shall be obtained homthe City Engineer prior b oomrrtenctriq arty work. 4 IRRIGATION DETAILS 16 ., 2. /U work attars be perbrmed socording b current City standards and the Standard SpeGfkatbns br Public Works Construction.- —_ ... .i°"s \• � /� FREEWAY FOOTHIII 3. At tftie conductors of rough grading, an agronomic colts report shalt be furnishd to the City Inspector and all such recommendations rl 5 IRRIGATION SPECS 17 USE IME RO■D fnxn s{,cft a report shall supersede soils amendment recommendations shown on the plans. 6 CONSTRUCTION & Im j`� PLANTING DETAILS 18 PRO' S�rE; FOElU1NA 4. Upon CDmpietbn of InstaRatbn, a maintenance period of one hundred and eighty180) days Is required prior b Mal acceptance of the FDO..RI .w �> —1 wofik by the city. Maintenance shall Miciuds mowing, weeding, irrigation, pruning, raising tree root Dolls which settle bebw grade. 7 PLANTING PLAN 19 UPLAND Pon ferOzlnq and applyhq such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement. / I cleaning and rousting necessary b keep the Irrigation system In good working order with proper coverage. Comencement data for s PLANTING PLAN 20 . . ROU•E the maintenance eery shall lea aoprcved In writing by the City lna � MINNT�.��� p�lvp u -rte _ sl-iP�-L f'�E'. 1� 4' ATaSe.. TOP&■•SANTA EI ' TU�ErZ �L r cups cTr ISTIGS �{p ):5Tp.bL,1'-*iHE- 4T- Om 4T - 9 SPECIFICATIONS 21 Ort~ conWlier chart shall be provided for each oontroner. Controller chart shall be the maximum sire the Controller door will allow and shall show the area covered by the automatic controller. The chart to b be a reduced drawing of the actual as-bulli system. 10 2 2 5 However, In Mie event the oontrolew sequence is not legible when the drawing Is reduced, it shall be entarged to a size that will be 1 ' of WN readable when reduced. The chart shall be a blackline int and a different color shall Dr oo s a be used to show the area of coverage of each a starion. When completed and approved by the Public Works Inspector, the chart shalt be hermetically seated between two pieces of 1 1 23 oPrrARa plastic, each piece being a minimum OI 20 mils. thick. The chart shall be mounted using Velcro Or approved equal type of tape. These Charts must be oorripWW and In place prior to final acceptance of work by the City. ONTARIO INTERNATIONAL AIRPORT 6. S' wide x 6' deep eoricrete mowstfips shah be provided between all shrutygroundoover areas and tura areas. Mowstrips shall also be provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. 7. Slde+m& Wyow Is conceptual only. Approval of the Anal sidewalk layout than be made in the Aeld and aMusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP fold corx*Ions as approved by the Public Works Inspector and Project Planner prior to Anal construction. CONSULTANTS S. Application of any chemicals shall be by State licensed personnel. MADOLE AIS ASSOMUES, IIIc. g. Arty trees within Ave (5) feet of wafts, walks, curbs or other potentially root-damaged hardscape shall be Installed with rootoontrof OF SAN BERNAADIND COUIM barriers. Prior to backfilling tree(s) planting, contractor shall have the City inspect root barrier Installation. CONISULTING CIVIL ENGINEERING AND LAND PLANNING 10. No trees stall be planted within three (3) feet of curbs. 515 N.Mountaln Ave.,suite WIS UPLAND,CALIFORNIA Wx6 PHONE(714)M&290 11 . A! mees are to be boated: ten feet from any street light, power pole, or reinforced concrete box; Me feet from any drive Land Concern, Ltd approach, fire hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any seww 1750 EAST DEERE AVENUE water fT° or One. SANTA ANA CA 92705 17. st or - <-H"A L, ter Fx.EED 3:1 6-ftADE. PHONE (714)250-4822 7;1P . � dd.' Pagano IRRIGATION CONSULTANT 106W. FOURTH STREET • SANTA ANA CA 92701 (714) 835-2353 TRACT 13304 LANDSCAPE QUANTITIES CA1Vj C o � TOTAL ACRES IN R.O.W. _ Q rF9R J GROUND COVER 10,027 5aPT ^ TOTAL SO. FT. MAINTAINED AREAS 13}7.58_ TURF 3,73115a Fr. Q 'y DESCRIPTION OF REVISION DATE clTr APPROVED 't TOTAL TREES IN R.O.W. .-. - -.301 U0 �q OJT TOTAL 24 "_ BOX TREES IN _R.O.W _ ; CITY OF RANCHO CUCAMONGA 41VTERRA VISTA q TOTAL 15 GAL, -TREES IN R.O,,W. 22 '9 TOTAL o AL 5 GAL. SHRUBS IN R,, O.W, 880 U > TRACT NO . 13304 I LEWIS HOMES ,BREAKDOWN OF TREE PER STREET NAME ...7iNlA LAN APPROVED eY DATE 3 9G Sq �.�f CITY ENGINEER RC E I _Z2,19 7 • TERRA VISTA 1;,� DESIGN RECOMM DED 15 GAL : 9 LIQVIDAMBAa STYRACIFLUA W Cc UC. N0. 1283 = _ Land Concern, Ltd .0 II �o. 1750 EAST DEERE AVENUE 34 BOX : 3 ALBItIA JULJBRISSIN " DRAWNSANTA ANA CA 92705 SHEE T • MOUNTArIN VIEW DATE M_ PHONE (714)250-4822 X of 9 15 GAL 25 CUPANIOPISISANACAR01ODES sl4 �� CHECKED RCE No DRAWING No 24' BOX : 3 AL8121A 71,11J8RISSIN --'_ DATE rlLf NO- SHEET O SHEET NO. YOF --lk IRRIGATION EQUIPMENT LEGEND SPRINKLER HEAD LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S. I . PATTERN SYMBOL MANUFACTURER MODEL IID. DESCRIPTION 14OZZLE RADIUS G.P.M. P.S. I. PATTER,. ® CALSENSE 2000-24 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MEYERS MEUG-I-M ENCLOSURE P•AIiIBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12H 12* 1.3 30 HALF Cl:.:;!E 1812-SAM-PRS 12Q 12* 0.6 30 QR. 0 RAINBIRD "EFA-CP-PRS SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE 1812-SAM-PRS 10LA-H 10* 0.8 30 HALF VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. ♦ 1812-SAM-PRS 10LA-Q 10* 0.4 30 QTR. O 1812-SAM-PRS 8FLT-H 8* 0.8 30 HALF ® WILKINS 500 SERIES PRESSURE REDUCING VALVE - SIZE AND PRESSURE SETTING NOTED. • 1812-SAM-PRS 8FLT-Q 8* 0.4 30 Q-IR. 11 1806-SAM-PRS 6" POP-UP SPRAY HEAD IOLA-H 12* 1.3 30 HALF O RAINBIRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COVER - 3/4" (150 LF. O.C. MAX. ) to 1806-SAM-PRS 10LA-Q 12* 0.6 30 QTR. 1b 1806-SAM-PRS 15SST 4x30 1.2 30 SIDE ■ FEBCO 825Y REDUCED PRESSURE TYPE BACKFLOW PREVENTER - 2" - INSTALL AS PER CITY CODE. 1806-SAM-PRS 15EST 4x15 0.6 30 END CALSENSE FM FLOW SENSE - 11" - INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. * SEE CHART BELOW FOR PRESSURE COMPENSATING SCREEN "PCS" SELECTION. ONE ( 1 ) CALSENSE 2000-24 - 24 STATION AUTOMATIC SPRINKLER CONTROLLER "A" , MOUNTED WITHIN A tN NIBCO T-113 SERIES GATE VALVE WITH BRONZE WHEELHANDLE - LINE SIZE MEYERS: MEUG-I-M COMBINATION ELECTRIC METER AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 VOLT CALSENSE - MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR AMOUNT AND LOCATION - INSTALL AS PER POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER MANUFACTURER'S RECOMMENDATIONS. DESCRIPTION MODEL PCS-02 PCS-030 PCS-040 PCS-060 PCS-090 PCs-125 PCs-175 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. GPM 0.2 0.3 0.4 0.6 0.9 1 .25 1 .75 EXACT LOCATION TO BE DETERMINED IN THE FIELD BY © HARDIE 102-N.0 SERIES MASTER VALVE - NORMALLY OPEN - 2" COLOR Brown Silver Orange Black white Green Yellow LANCSCAPE ARCHITECT AND CITY 01 RANCHO CUCAMONGA FLAT SPRAY 8F-FLT - - 6" Bub. 2' Bub 3' 5' +8' AUTHORIZED REPRESENTATIVE. BURIED PRESSURE MAIN LIFE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES 11" 8H-FLT - 3'(1600) 4'-6' 7' +8' - - AND SMALLER - SIZE NOTED 8T-FLT 3 4' 5' +8' - - - 8Q-FLT 4'-5' 4'-5' +8' - I- - - R NOTECONTRACTOR T 0 COORDINATE CONTROLLER : BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED LOW ANGLE 10F-LA - - 1 ' Bub 3' 4' 5' +10' PROGRAMMING WITH A CAL SENSE REPRESENTATIVE SPRAY 150 1OH-LA - - 5' 7' +10' - - AND A STAFF MEMBER OF THE CITY MAINTENANCE PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED TRAJECTORY LOT-LA 3' 51 7' +10' - - - DEPARTMENT. LOQ-LA 5' 5' +10' - - - - IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED SID. ANGLE 12F - - 1 ' Bub. 2' Bub 6' 7' SPRAY 300 12TQ - - - - - B. +12' INDICATES PRESSURE REDUCING VALVE SIZE TRAJECTORY 12TT - - - 4' 6' 8' +12' 12H - - 8' 8' 10' +12' M--INDICATES PRESSURE SETTING REQUIRED 12T - - B' 10' +12' - - 12Q 3' 4' 8' +12' NDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES 21�T� NDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS INDICATES ELECTRIC CONTROL VALVE SIZE SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" 4� A-7 ~ PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR APPROPRIATE RADIUS. \� I11e M A '_""' , H INE SEE SHE �' ii riiilrtiri�niiii��i�iii�irnnr,i ET z s uL„j 2 �, u 11WI 1�°1 p"W t ► 7 r ' 1 /A'3 42 8 2` q,L� ^� 6 �� Ste{P _ 2p I W �p •• �"•'• 1 1 SII p II t_�_ 11' --- ---- H '�- „ 0'Woe ,,,,,,,,,, ,,,,,,, --- ---- --- ---lie Wv _ . 11 W d m "n",� -_----•- In 1114! �( StfJf��/ 4 • /'� 1.1, _ ft II' �41 ' 112n VK" It2" - " 5 �•}`� • • 1 A r-• --•• -- i,n mm�m mm�m nmm�n nnmm _ �1 I /� �1 G u ,LI OwW •�•, j ) 1, _-_ -- •-- � 1 �•� 1 •••. 1 Q lie, �" � p, pl40 114 ('k I � 10"W � 3/k *r• _!�-" �5- - 1 t ;; 54. A4 1 OIII - 15 - ,- i�4 2w1r� �� 4. 39 q5 � PARKWAY > z ,N - -_ - VISTA / o Ir O 11 Q AWWA ! RR 112" _- T -� � �/e� Q � `,�- z • ' '� /i \roq� J Cf. A 2 I'S p O Illi. II PROVIDE 22" CAPPED LINE, ONE COOMok, HIRE ACID E1Gt;I_ (8) CONTROL WIRES FROM AUT OMAT IC A � 4 CONTROLLER "A" TO MEDIAN ISLA1ID FOR FUTURE 6 - -jP �• COI IPECIION. COVER CAPPED LINE AND 30" LOOP -r" POINT OF CONNECTION - CONNECT TO NEW 2" WATER Of Or CONTROL ►TIRES IN CO ,'-iROL VALVE BOX. METER FOR IRRIGATION . THE CONTRACTOR SHALL FLOW SENSOR NOTE MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF NEW WATER METER. CONTACT THE CALSENSE MODEL "FM" SHALL BE INSTALLED IN-LINE , ONE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND (1) PER WATER METER, AS PER NOTES, WITH "10" INSTALLATION PROCEDURES. DIAMETERS OF SENSOR-SIZED PIPE UPSTREAM OF FLOW EXISTING WATER PRESSURE: 150 P.S.I. SENSOR AND "10" DIAMETERS OF SENSOR-SIZED PIPE REGULATED WATER PRESSURE: 85 P.S. I . DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE) . SYSIEM DESIGN PRESSURE: 85 P.S. I . FLOW SENSORS SHALL BE INSTALLED MINIMUM TEN ( 10) PEAK IRRIGATION DEMAND: 40 G.P.M. SENSOR-SIZED DIAMETERS UPSTREAM OR DOWNSTREAM FROM ANY VALVE, FITTING, METER OR BACKFLOW DEVICE. WIRES FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE NOTE: THIS IRRIGATION SYSTEM IS (1) BLACK AND ONE (1) RED STANDARD #14 IRRIGATION BASED UPON A MAXIMUM OF 3" WATER PER VALVE WIRES. FLOW SENSORS SHALL BE HOUSED IN A VALVE WEEK APPLIED FOR 8 HOURS A NIGHT / 6 BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED DAYS A WEEK. ��11 PRESSURE CALCULATIONS ON PLANS AND MARKED "F.S." FLOW SENSORS AVAILABLE d U. Pagano aC ano FROM RICH MURRAY FROM CALSENSE LOCATED AT 2075 CORTE WilTER DIETER SIZE: 2" DEL NOGAL, SUITE J, CARLSBAD, CA 92009. HE MAY BE IRRIGATION CONSULTANT H.G.L: 1637 REACHED AT (619) 438-0525. 108 WEST FOURTH STREETSANTA ANA CALIFORNIA 62701 ELEYA7I iI- 1291 (714) 836-2363 346 X 0.433 = 150 P.S.I. MOISTURE SENSER NOTE REMOTE C014TROL VALVE # A-2 REMOTE CONTROL VALVE FLOW: 21 G.P.M. THIS PROJECT REQUIRES ONE (1) CALSENSE MOISTURERNIA A CITY ELEVATION: 1299 SENSOR FOR EVERY FOUR (4) IRRIGATIO14 VALVES, E.G. , A �Q\��� M SN�c� DESCRIPTION OF REVISION DATE APPROVED PRESSURE AT RCV 81.5 P.S.I . CALSENSE MODEL 2000-24 STA REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSORS SHALL BE THE PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE # A2 RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION _ --- -> _ _ CITY OF . RANCHO CUCAMONGA AILD PURCHASE INFORMATION CONTACT. LIC (wU 128+ DESCRIPTION LOSSES p_ C_ I RICH MURRAY DATE TERRA VISTA 2„ PRESSURE REGULATOR FALL-OFF 4.0 P.S. I . CALSENSE 2" BACKFLOW PREVENTION UNIT AT 21 G.P.M. 11.0 P.S.I . 2075 CORTE DEL NOGAL, SUITE JT T R A C T N O. 13304 2 MASTER VALVE AT 21 G.P.M. 1.0 P.S. I . CARLSBAD, CALIFORNIA 92009 TRACT 13304 AZE F CA04� 250 OF 2 PVC MAIN LINE AT 21 G.P.M. 1.3 P.S. I . (619) 438-0525 „ - IRRIGATION GAT 250 OF 1'd PVC MAIN LIiIE A( 21 G.P.M. 6.0 P. 5•I. ION PLAN _ 1" ELECTRIC CONTROL VALVE AT 21 G.P.M. 5.0 P.S. I . LATERAL LINE SYSTEM LOSSES 5.0 P.S. I . TEA tE WIS HOMES ELEVATION CHANGE W ) 3.5 P.S. I . WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS STREETRq APPROVED BY DATE' ; 90 FITTING LOSS 1 .2 P.S. I . LIGHTS, TREES, ETC. ) INTERFERE WITH THE SPRAY PATTER14 V CITY ENGINEER RC.E NO. 22397 OF THE SPRINKLER HEADS AS TO PREVENT PROPER COVERAGE, �S _ TOTAL SYSTEM LOSSES 38.0 P.S. I . THE IRRIGATIO14 CONTRACTOR SHALL FIELD ADJUST THE T� DESIGN RECOMMEN PRESSURE REQUIRED AT HEAD 30.0 P.S.I . SPRINKLER SYSTEM BY INSTALLING A QUARTER CIF.C!E OR A MC Land CnIIGern, Ltd -� EXISTING WATER PRESSURE AT P.O.C. 159.0 P.S. I . HALF CIRCLE S H 9 RC SPRINKLER HEAD ON EACH SIDE OF THE 4- TOTAL PRESSURE REQUIRED 68.0 P.S. I . OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALLDRAWN 1750 EAST DEERE AVENUE SHEET REGULATED WATER PRESSURE 85.0 P.S. I . ADJUSTMENTS SHALL BE MADE AT 140 ADDITI014AL COST TO 1 ":20' LP SANTA ANA CA 92705 9 -of RESIDUAL WATER PRESSURE 17.0 P.S. I . HE OWNER A ' PHONE (714)250-4822 - T (TYPICAL) KEY _s NECKED DRAWING NO M A N.T _. RCE NO D.D. PAGANO DATE FILE NO 3� L SHEET N0,400F �� • 1 0HEI: VERT ICAL OBSTRUCT iONIS (FIRE HYDR;', ITS, S I REE I LIGHTS, TREES, ETC. ) INTERFERE WITH THE SPRAY PATTERN OF THE SPRI14KLER HEADS AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRIi4KLER SYSTEM BY INSTALLING it QUARTER CIRCLE OR HALF CIRCLE SPRI14KLER HEAD Old EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL .BE MADE AT i'0 ADDITIONAL COST TO = ; TRACT 13304 THE OWNER. (TYPIC,,L) LU LIMIT OF W ORK _ V L .s•..•� Q Aam �A . + ,•�•w• _ S J 59 CLtoo -34 Tr i I tto Q two Q 2 29�L" �� 3 -- =4 s4= _ z EY MAP N.r.s > , 4 2" , 3 O 5 W4 I'' RI ' I" / N!�" /�� Q Q ---- 6 },�. tai' J ---- ,,,,,,,,,, ,,,,,,,,, Iwo 1 b _ s _ ---- - - ,,, - N R NOTE • �' •,, �: _!=- ---- ---- --- -- X12. �� „- :�� .� .. , . I' , WM _ FLOW SENSOR N S O Iwo -T�=-• +liL" - " li - Z CALSENSE MODEL "FM" SHALL BE INSTALLED IN-LINE , ONE --_ -_-- --- lu_ �4" 1►ti _ - W - p• -�--- �- (1 ) PER WATER METER, AS PER NOTES, WITH 10 �114n 1'I 1, I" _ lr ��" /Ll��t' DIAMETERS OF SENSOR-SIZED PIPE UPSTREAM OF FLOW _ 1 aiu„_ IES" Alo 4o SENSOR AND "10" DIAMETERS OF SENSOR-SIZED PIPE DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE) . H " � � FLC'J SENSORS SHALL BE INSTALLED MINIMUM TEN ( 10) t14- �LII� A :) � -- --- SENSOR-SIZED DIAMETERS UPSTREAM OR DOWNSTREAM FROM A8 44 III4' now ANY VALVE, FITTING, METER OR BACKFLOW DEVICE. WIRES SE J FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE w = IIhH - -- - DRIVE (1) BLACK AND ONE (1 ) RED STANDARD #14 IRRIGATION V VALVE WIRES. FLOW SENSORS SHALL BE HOUSED IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED Q ON PLANS AND MARKED "F.S." FLOW SENSORS AVAILABLE W = VIEW c FROM RICH MURRAY FROM CALSENSE LOCATED AT 2075 CORTE DEL NOGAL, SUITE J, CARLSBAD, CA 92009. HE MAY BE MOUNTAIN REACHED AT (619) 438-0525. PRESSURE CALCULATIONSIRRIGATION EQUIPMENT LEGEND SPRINKLER HEAD LEGEND THIS PROJECT REQUIRES ONE ( 1) CALSENISE 1401STURE W - SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES, E.G. , A _ SYMBOL MAN WA( 1J�ff MODEL NO. Di',cRIPTION N077t' RAO G.P.M. P.S. . PAT1LkN SYMBOL MA,IUFAClunFR MU! i_ I, !. UFS Kir:IJ!+ ICZL'_: Kni!;J P.M. x.5.1. rnITERiI CALSENSE MODEL 2000-24 STA REQUIRES 6 MOISTURE HATER METER SIZE: 2" SENSORS. PLACEMENT OF MOISTURE SENSORS SHALL BE THE . 1812-SAM-PR lz' uv =.a n: 121 12* I,.3 30 QTI.. clkt f RESPONSIBILITY OF THE MANUFACTURER. FOP. INSTALLATION _ LA,SE NSE ?DUG-74 SEkfIS AUTOMATIC SPRINKLER CON1ROlLEn MIIUNIEI? WITHIN MfYLkS Mc UG 1 M. kNCLOSUkE 1f;12-SAM-PRS I 12Q 12' U.6 30 Qii:. H.G.L: 1637 � � �a� ELEVATION: 1291 • RAINHIRD "f FA-CP-PRS SERIES ELECTRIC CONTROL VALVE WITH CHAMPION Son SfPIE S MANUAL ANGLE 1812-SA4-PRS 1ULA-H lu' 0.6 30 HALF AND PURCHASE IrIFORMATIOW CONTACT: 346 X 0,433 = 150 P.S.I. VALVE SIZE NOTED - INSTALL INSIDE CHkISTY CONCRETE BOX ES WITH 16 1812-SAM-PRS 10LA-Q 10' 0.4 30 QTR. tOCK1NG PLASTIC LI;-IS. p 1812-SAM-PRS 3FLf-h 8' 0.8 30 HALT �= WHKIN` 500 SERIES PRESSURE REDUCING VALVE - SIZE AND PRESSOR[ SLTTING NOTED. • 1812-SAM-PRS BFLI-Q 8* 0.4 30 QrR. ( RICH MURRAY ii�� 1 1606-SAM-PRS 6" POP-UP SPRAY HLAD 10LA-11 12' 1.3 3u HALF CALSEIISE REMOTE CONTROL VALVE A-15 ti 1806-SAM-PRS OLA-Q 12• 0.6 30 QrR. ♦^ (- RAINe1RD 33 DtRf Qt11f.K COUPLING VALVE WITH LOCKING VINYL COVER 3/4" d 1806-SAM-PHS I 15SSi" 4x30 1.2 30 SIDE 2075 CORTE DEL NOGA,L, SUITE J REMOTE CONTROL VALVE FLOW: 40 G.P.M. V/ 1 END CARLSBAD CALIFORNIA 92009 ELEVATION: 1304 fIBCO 825Y REDUf.ED PRESSURE TYPE BACKFLOW PREVENTE.R - 2" - 1NS1Alt AS PER CITY CODE. 1806-SAM-PRS lscs� 4xls o.6 3u PRESSURE AT RCY 79 P.S. I. CALSENSf FM FLOW SENSE - 11" - INSTALL AS PER MANUFACTURER'S RFCOMMENDAT IONS. ' SE: Ui!', F,OH "R•'R >S_•i lJh','L1 ,'. (619) 438-0525 No PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE # A-15 T-1I3 SEPHS GATE VALVE WITH BRONZE WHE[LHANOLF - LINE S17E DESCRIPTION MODEL PCS-02 PCS-030 PCS-C4PCS-Cr� PCs- c9c'!PCS-125 P-s-175 NOTE: THIS IRRIGATION SYSTEM IS � CALSENSE MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR AMOUNT AND LOCATION INSTAR AS PER GPM 0.2 0.3 0.4 0.6 0.9 1 .25 1 .75 BASED UPON A MAXIMUM OF 3" WATER PER DESCRIPTION LOSSES MANUFACTURER'S RECOMMENDATIONS. COLOR Brown Silver Orange Black White Green Yellow FLAT SPRAY 8F-FLT WEEK APPLIED FOR 8 HOURS A NIGHT / 6 ® HARD IE 102-N.0 SERIES MASTER VALVE - NORMALLY OPEN - 2" - - 6" Bub. 2' Bub 3' 5' +8' DAYS A WEEK. 2" PRESSURE REGULATOR FALL-OFF 7.5 P.S.I . 8H-FLT - 3'(1600) 4'-6' 7' +8' 2" BACKFLOW PREVENTION UNIT AT 40 G.P.M. 11.0 P.S. I . ---' BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SI7ES ]#" 8T-FLT 3' 4' S' +B' 8Q-FLT 4'-5' 4'-5' +8' - - - - -`�� „ N SMALLER - SIZE NOTED - - - V'V' 2 MASTER VALVE AT 40 G.P.M. 1.0 P.S. I . - BURIED Nora-vREssuRE LATERAL LINE PIPING - PVC SCHEDULE ao SIZE NOTED L 900' OF 21" PVC MAIN LINE AT 40 G.P.M. 4.5 P.S. I . LOW ANGLE lOF-LA - - 1 ' Bub 3' 4' S' +10' !� 11" ELECTRIC COIITROL VALVE AT 40 G.P.M. 3.5 P.S.I . v0T( 1. EQUIPMENT TO BE INSTALLED AT A MINI" OF I4' FROM ANY STRUCTURES OR MARDSCAPING. 2. ALL AIOV( GROUND ASSEMBLY SMALL1 1 = (1 1E O0. tKTED PIIB1AS1t1 1,0 SZGIE�T - R -- OUNO CONE. VALVE BOX 6 COVER COMC�Y[ ). VM[N LPMit IS NEXT TO A STRUCTURE (If. VAI(, BUILDING, ETC.) MOUNT TEST COCKS ON ROlNO VALVE X R = � MAR AL E BO i COPE K *IRRIGATION EO 1 TGA ION GATE" - OMEN OR NON•SiRU(1{AE SIDE. I�v - � II. CLEAN BACKFILL SEE SPECS. FOR HARPED 'PRESSURE REGULATOR* _ VIII` MATERIAL. 90S COMPACTION REQUIRED "CHRISTr" fl8 BOX 8 FLED 110 (OR EQUAL) �.------------.•---�_BACKFLOW "EVENTOR ASSEMBLY Z x AWN AR M A R LINE SIZED BRASS , 3" IN PLAN' BEDS FINISH GRADE N PLANT BEDS [—FINISH GRADE GATE VALVE IRASS NIPPLE TYPICAL (4) PLACES = N , A co J'i� ,j 'I it IRASS 90' ELL TYPICAL (2) PLACES �I,il il A. it _ ` I • "• NON-PRESSURE LATERAL LIKE: SOH. 40 I — 'li;lll � .: -_. _ p'4i11 ----_--_-_---- IRASS NIPPLE _ SNAKE PIPE IN TRENCH i�1il ,M� ;VI IRASS WYE STRAINER WI (SO MESH R - MDM SCREEN El E kiftAtiS UN l0 f s - ++ m = _ &"THICK . 12• VIDE CONCRETE PAD PRESSURE SUPPLY LINE: SOH. 40/CL.315 PIPE FROM METER (LENGTH VARIES PER MANUFACTURER) i SNAKE PIPE IN TRENCH PRESSURE REGULATOR t l2' SLOPE TO DRAIN AT MINIMUM 21 uI- III( * i I � ~` illi - BRASS GATE VALVE I -' WITH BRONZE PIK TO IACKfLOY I FROM WATER SOURCE i1NiSM GRADE _ - • • _ i 111 111)1(1 H1LNOwHEEI PREYENTOR F1 n40y� - �41l I'1,, F • e o _ PROVIDE 2" OF CLEAN BACKFILL Y °o•^-c"•�� Z1> 0 3/4 WASHED Z0 1 i— :V,'. o ; • I ^liI CRUSHED - _� .• Y , �„f •R � I„ l ,I y � BRASS NIPPLE Trvttc .,o _ ; 4t f AGGREGATE BASE 12( TYPICAL CONTROL WIRES BUNDLE AND TAPE (2) uc(sa ov AT 15. O.C. AND INSTALL ADJACENT • • IiI� ` •- . d J' •> Wryry — • • •, • ,� • • _ - 12'x12•.12' CONCRETE T PRESSURE RESS Rf PP .• . S - --90: COMPACTION - U SUPPLY LINE e z THRUST (LOCKS - TYPICAL - REQUIRED I 'y : PLACES (ACES SCH 40 PVC MALE ADAPTORS ���� ( ) -. SCM 40 PVC MALE ADAPTORS ORS 7/4• WISHED CRUSHED AGGREGATE � � o � TYPICAL (2) PLACES ~� 9f' NOTE: tl Q� mi r LINE TO SYSTEMS 1 p., FLOW-- ! 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. _p `l _. IRASS 90' Ell - TYPICAL C /�(2) IS NOTE: T N. P ES IO 1 . PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES 1N DIRECTION. GATE VALVE- 3" or smaller PRESSURE REGULATOR VALVE REDUCED PRESSURE BACKFLOW PREVENTER TYPICAL TRENCHING CONIC. VALVE LOX 1 Cl COVER ( W KE0 •1RR1GATION R C v' 'C►R1RISTY'Fl9 IOP iP119 L10 MEYERS : l TO SPRINKLER • ANGLE PIPE to MEUG-I-M-285 ENCLOSURE SP(CIFIEO OEPTN WITN 4S' (IIS ELECTRIC METER SCM 40 PVC NAL( ADAPTOR COLOR CODED MAP FOR VALVE SCM 00 PVC INION r- — -- — LOCATION INSIDE (PER. SPEC'S. ) C IA.31wU 10 00 COVE ROlL31 IRASS NIPPLE WALL MOUNT CONTROLLER - MOUNT ONTROLLER -MOUNT WITHIN ENCLOSURE. 120 VOLT WIRE IN RICID STEEL RUBBER CAP RAIN R[RD37 DLRCWITM YELLOW STRUCTURE OR 1' IN LAWN AREAS 'iNART►T�' CONNECTORS L - -_J CONDUIT (PER LOCAL CODE) - SUPPLY ONE KEY HARDSCAPINC 3' IN PLANT BEDS ELECTRIC CONTROL VALVE ON-OFF SWITCH AND 110 VOLT PER l2 QCV'S INCLUDING HOSE _ SWIVELS. EXTERIOR OUTLET- TU BE PROVIDED sY FINISH CRADE - INSTALL IN FINISH GP_AD( r CONTRACTOR. PLANTER B[D ONLY LOCK NUT ` 16" Maxi•us _ T COMMON WIRE/CONTROL WIRES IN 3" FINISH SCH. 60 PVC CUNDUIT —FIG TAIL EXPANSION GRADE l_ J LOOP (MIN. 2/ LONG) 6 2' X 3' X 4" CONCRETE FOOTING _ = MIN. 2 INSTALL A MINIMUM OF 3" ABOVt IRASS ANGLE GLOBE d •' I CRAD[ AND SLOPE TOP TO DRAIN ""SLIP BASE SOCKET OVER ENO OF WIRES t VALVE MINION ! l; c,o 1 a. �LU1 AT A MINIMUM OF 2% < —FLOWTJJIi„ a ;:; it I I _ �l1 BRASS NIPPLE ' STAINLESS STEEL = a r _ '"' STEP 1 smell,11 1 1 °- -+ SCREW CLAMP s ''' `— -� _ N c OF 12 DIRECT BURIAL WIRING TO BRASS 90 ELL IRASS NIPPLE 1,11 I, _-� MINIMUM t3) PLACES ' ^ n ----- VALVES: BUNDLE AND TAPE EVERY STRIP WIRES APPROX. S/8" FROM ENDS-TWIST TOGETHER BRASS 90 STREET ELL e :� 1 6 15 FT. O.C. INSTALL WITHIN MAIN BRASS NIPPLE - 6" LONG �111�+ v VV 3/t' WASMEO CRUSHED APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL LIN[ TRENCH. /4 RF6AA STAPLE AGGREGATE REFER TO DETAIL N0. CAVITY WITH SEALER N BRASS 90' STREET [LL (24" LONG) 3 31ji �, I i1 1 I .I _ -'--SCH 80 PVC NIPPLE NOTES: STEP 2 -�--�• ♦--CONTAOI 1 COMMON VIRE 1 . INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES t - - LPuT CRIMP SLEEVE OYER WIRE ENDS-CRIMP SLEEVE =� LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTIO 11AND CUT OFF EXCESS WIRE FINISH: 2 COATS SEMIGLOSS ENAMEL COLOR 9ERC1TY PULL BASE SOCKET OVER ENO AS FAR AS POSSIBILE SCN 40 PVC SASXT TE( PRESSURE SUPPLY LINE 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. ol 3. NO SPLICES SHALL 6E MAD[ BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. STEP 3 NOTE: 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATINC SEQUENCE OF REMOTE CONTROL TE _ I. INSTALL CONTROL VALVES A NININUI OF 12' FROM STRUCTURES OR MAROSCJIJ'ING. VALVES AND AUTOMATIC SPitINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. PUSH SEALING PLUG INTO BASE SOCX - 2. INSTALL VALr N SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR OF 1 PLANT BEDS WHENEVER R CORRECT VA SEQUENCE. PUSH WIRES TO ENO OF BASE SOCKET TO ASSURE W►t E E POSSi1lE NEXT TO SIDEWALKS. C ECT Lvt — r _ 1 Q CONNECTION 'L ACV FOR FUTURE USE. COMPLETE ScALI!IG Or CO E- I R, NC TO FARTHEST S. R N N YIN[ (COLO ORANGE) PRESSURE SUPPLY _ I. PUCE rAtr( LOX Al R �J(T ANGLES TO STRUCTURES OR MAJIDSCAPING. u ONE EXTRA v -- PLACE ASTEP a LINE FITTING 4. CE WEGATE PRIOR TO INSTALLATION OF VALVE LOX. S. ATTACH 'CHNiSTYo rALVr IDENTIFICATIONWITH TAG TAPPROPRIATE CONTROLLENRAINSIRD SNAP-TITE WIRE CONNECTOR R AND�--�—PRESSURE SUPPLY LIR VALVE NLMA • TO C13NT*% WIRE. MANUFACTURERS' PH. NO.: (217) ?24-0450 REMOTE CONTROL VALVE WITH QUICK COUPLING VALVE WITH METAL STAKESHUT-OFF �VAL�VE�&�UN`ION�/ M�AST�ERVALVE AUTOMATIC CONTROLLER WIRE CONNECTOR GENERALNOTES • THE IRRIGATION SYSTEM, SHAD BE FULLY G_iARANTEED FOR A FEFIDL OF DNE 1. ALL LOCAL MUNICIPAL AND STATE _AWS, RJLES AND REGULATIONS GOVERNING • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON FLANS WHEN IT :S IF WHEN THE SPRINFLER SYSTEM IS COMPLETED, THE CONTRACTOR. IN THE r OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A H YEAR. ANY DEFECTIVE ECT:PMENT, F IRRIGATALSION OR CONTP'OOR WORIMAA- Nc IF OR RELATING TO ANY PORTION OF THIS WORT ARE HEREBY INCORPORATED INTO SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR H- NC DESCRIPTION OF REVISION DATE CITY AND MADE A F'AR7 OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL EVIDENT AT THE TIME THESE PLANS WERE FREFARED. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR APPROVED BE CARRIED OUT BY THE CONTRACTOR. SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORT REQUIRED TD CORRECT ADDITIONAL COST TO THE CITY . REPRESENTATIVES PRIOR TO ANY WORE OR THE IRRIGATION CONTRACTOR SHALL ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FORA PERIOD OF CITY OF RANCHO CUCAMONGA 2. THE CONTRACTOR: SHALL VERIFY THE LOCATIONS OF ALL EXISTING ASSUME ALL RESPONSIBILITY F"OF ANY YIELD CHANGES DEEMED NECESSARY BY UTILITIES• STRUCTURES. AND SERVICES BEFORE COMMENCING WORT . THE THE CITY • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION *& DAYS AND SHALL WATER' ON A DAILY BASIS. LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE FLANS OF ON-SITE INSPECTIONS WITH G. L. MOTSHAGEN & ASSOCIATES P�\Efp ARE AP'P'ROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE FLANS AND • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFLCATIONS. (714) 557-9989, (619) 2'_•9-8262' TO BE SCHEDULED AT THE FOLLOWING Sq� O` `, M• , Cq�� TERRA VISTA ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND STAGES OF INSTALLATION: ✓� �- TRACT NO. 13304 ARCHITECT. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. �� (�r • INITIAL PRE-JOB MEETING WITH THE CITY. AND LANDSCAPE ARCHITECT. 5 IRRIGATION THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO CONTRACTOR SHALL PEEP THE PREMISES CLEAN AND FREE OF EXCESS THE ACTUAL LOCATION FOR TIiG TAA6TAit.AiiPN OF THE BAC)'FLOW' PREVENT OF W LIC. NO. 1283 -, R 1 G A T I O N DETAILS 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 BACFFILL OF AND THE AUTOMATIC CONTROJ EN112 SCIVEN DETERMINED IN THE FIELD BY °� I O • !R y CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE. ALL DAMAGE RESULTING SECTION. TRENCHES. THE CITY'S AUTHORIZED REF'1111A.Worwim OND/OR THE LANDSCAPE ARCHITECT. DATE FROM HIS OPERATIONS OR NEGLIGENCE. A��(//J1! • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN • COVERAGE TEST OF SPRINFLER SYSTEM PRIOR TO PLANT INSTALLATION• • 117 VOLT ELECTRICAL POWER GQl1WF.7FAG PROVIDED PROVIDED BY OTHERS TO THE LEWIS HOMES 3. THE CATION ARCHITTECTURALLR`PLANSLBEFORENTHE BEGINNINGINENT WORY ENGINEERING AND/OR AT MINUTEHISCH OASTOF SPECIFFIED. THE IRRIGATIONUCONTRACTTOR SHALLON. THE MXIMM DEMAND OF ONS PER VERIFY THE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR REESPONSIBLERFOREFINALLMWnwrrlfuw me mUIPMENTATION CONTRACTOR TO BE �l'QJE pF CA`1�0��\ APPROVED BY DATE —_ AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORM PER THE 1, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. FLANS AND SPECIFICATIONS. • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER CITY ENGINEER RCE NO 21397 PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. OF N14 DIRECT BURIAL TYPE. USE BLACF INSULATED WIRE FOR PILOT AND DESIGN RECD MM NOF. • THE CONTRACTOR SHALL PROVIDE TO THE CITY . UPON THE COMPLETION DF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE 5. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORT TO EE THE JOB. A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS. WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO F'IF'E AT A5 INCHES DOP Land Concern. Ltd. EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. COVERED UNTIL IT HAS BEEN INSPECTED. TESTED AND APPROVED BY THE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL. JOB WALF-THROUGH. INTERVALS. PROVIDE AN EXTRA PILOT WIRE TO THE END OF THE PIPE RUN 175OEAST DEERE AVENVF SHEET IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST 2 FEET OF THE DRAWN IRRIGATION NOTES BUILDER'S/ CITY'S AUTHORIZED REPRESENTATIVE. • A REDUCED IRRIGATION FLAN INDICATING ALL SYSTEMS-AND THEIR WIRE AND LEAVE IN VALVE BOX. d. d• Nagano Qr� SANTA ANA CA 92705 3 (� • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS AP'P'ROPRIATE SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED IRRIGATION CONSULTANT PHONE (714)250- 4822 Of ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. IOEWEST FOURTHSTREET CHECKED DRAWING NO FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING NOTES CONTINUE • BANTA ANA RCE NO (71•)696-2363 ���' DATE FILE NO AREAS AS NECESSARY. --- — _ SHEET NO-`,SOF 43 : NOTE: NOTE 1. LOCATE HEAD b" FROM WA.KS, CURBS, MARDSCAPING, MDW STRIP, HEADER BOARD, AND 1. LOCATE HEAD 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND EDGE OF LAWN. I/1' 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. F1 4. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS II ul� PER THE IRRIGATION PLAN. liiii ._ 11! ff POP-UP ;F ROTOR ( N 1" IN SOD FLUSH POP-UP TURF HEAD 1/2" IN SOD "' IN SEED F GRADE >e FINISH GRADE I��I ��_>I,�•� V .. 11 •---- NON-PRESSURE LATERAL _ LINE I FITTING MARLEX 90' STREET _� h ELL =_ _ MARLEX 90° STREET SCH 80 PVC NIPPLE SCH 80 PVC HIPPIE M 4" LONG) MARLEX 90° STREET ELL (MINIMUM i" LONG) (MINIMI SCH 80 PVC NIPPLE SCH 80 PVC NIPPLE TYPICAL (2) PLACE SCH 40 PVC TxT 90° ELL (6" LONG) SCH 40 PVC TxT 90° ELL SCH 40 PVC 90' STREET ELL ' MARLEX 90*- STREET Ell SCH BO PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE 6 FITTING ANTI-GRAIN VALVE AS RED ANTI-DRAIN VALVE AS REQUIRED MARLEX WELL NOTE: MARLEX 90' STREET ELL 1. LOCATE MEAD to FROM kALKS, CURBS, MARDSC.APING, MOW STRIP, HEADER BOARD, AND NON-PRESSURE LATERAL LIKE 6 NG i 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 1N 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 I ; _= 30" TO MASTER VALVE 30" TO BACKFLOW PREVENTER - %` 'SNAP-TITS' ELECTRICAL 10 IN TURF AREAS — -- CONNECTORS JUMBO, CONIC. VALVE BOX WITH 2-6' EXTENSIONS AND 2' IN SHRUB AREAS FINISH GRADE LOCKING COVER, BY AMETEK COMMON WIRE VALVES — OR EQUAL. - FINISH GRADE COMMON WIRE SENSOR UF14 CONTROL -- 0 0 0 0 X 0 WATER-PROOF 1 SLAM EXTENSION CONTROL VALVE CONTROL WIRE BUR W THIN CONNECTIONS - / =III O WIRES ROOT SYSTEM 10 PIPE = III JUMBO BOX BLACK CALSENSE DIAMETERS -- RED - 10 PIPE DIAMETERS ANY LENGTH — I�-_ 3Q"A�►�IJ � 3o"n X --- 21k'r' 14 AWG WIRE = I 71 ~— FLOW WATER FLOW IN TO SENSOR I'k' f'�L" MAINLINE _T b�" 11►z� 2'la," CI'h" F.M PbW stM%Dr ° EXTENSION MASTER FLOW BACK-FLOW WATER VAL VE SENSOR PREVENTER METER 1. 2" 6,y developer `j "Hardie- 6' MIN. 102-r site.: IV s�2" - �- - -- ---- -- < o o•�, " � Q PEA GRAVEL normalyopn PMSUre rtgUlaFor DRAIN SUMP ' 2• p d, jjI i CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION CALSENSE MOISTURE SENSOR INSTALLATION CALSENSE FLOW SENSOR INSTALLATION DIAGRAMMATIC ONLY _ DIAGRAMMATIC ONLy VIAGRAMMA7IC ONLY DESCRIPTION OF REVISION DATE CITY NOTES CONTINUE: APPROVED CITY OF RANCHO CUCAMONGA • PROVIDE A MINIMUM OF IB" OF COVER OVER ALL PRESSURE MAINLINE PIPE • ALL SF'FAr HEaDS ADJ:+CEN' 'p SIDEwAL15, CuRBS, UFIVEwA�S. OF UIHI_., NFQkiNIA LA� AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL SINE. TRENr_r+ HAFDSI,APE SURFACES SHA" BE INSTNLLtU ON NN AFFROFRIATE POF OF EI]DV M J TERRA VISTA BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. p �Ce✓R` /I PIPE OR EQUIFRFORMMENT. IN THE EVENT OF SAOWN EX SETTLEMENT, CON?RACTOR c^ fr' r TRACT NO. 13304 SHALL PERFORM REOUIRLD REPAIRS AT HIS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE LIC. N(I 12E3 • ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A FVC SCHED. 41, SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW L SLEEVE WITH ' N 1 Q IRRIGATION DETAILS6" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. DatE ON PLANS AND INSTALLED PER DETAIL. • ALL OUICI COUPLER VALVES ARE TO BE INSTALLED IN SHR�jE OR GRDUNDCO')ER • PRIOR TO BACI FILLING IRRIGATION TRENCHES: `�� AREAS WHENEVER POSSIBLE' AND WITHIN 18 ' OF THE HARDSCAPE. ALL uL,:Cl ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT LEWIS HOMES�/f OF C�►���R COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" 125 FSI FOR A PERIOD OF SIX HOURS. ANY LEAI S FOUND SHALL BE APPROVED BY DATE 1141196 DIAMETER GREEN PLASTIC VALVE BOX. CORRECTED BY REMOVING THE LEAI 1NG F 1FE OR FITTINGS AND IN'S,'ALL11 21397 NEW MA?EFIAL IN ITS PLACE. CITY ENGINEER RCE NO • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC F'IF'E SHALL BE DE SIGN RfC MMENpEG MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS Aron — 7 COUPLINGS ARE TO BE 'DURA' DEEP SOCf"ET TYPE. MC Land Concern. Ltd. • CONTRACTOR TO INSTALL AN AP'P'ROVED 'ANTI-DRAINAGE DEVICE FOR ALS OPLWN 1750 EAST DEERE AVENUE SHE E T LOW �, d, Pagano LP SANTA ANA %A 92705 4 HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. IRRIGATION CONSULTANT --- pNONE f(714)250- 4$22 _Of 9 —'— 100 WEST FOURTH STREET CHE CKEu DRAWING NO 4A1fTA ANA CALIFORNIA 97701D.D. -- -- - - --- R C f No PAGANSNO -- SHEET (I1{)036-7363 DATE _ FILE NO _ , SHEET N043OF 19 SPRINKLER IRRIGATION SPECIFICATIONS PAIL I__-if NERAL 1.01 DESCRIPTION . A. Scope o1 Mork: Prpvlde all labor, materials, transportation, and S. The chart shall bt a blackllne or Dlut line ozalld Dri^t and D. Brass Pipe and sittings: Q. Miscellaneous Irrigation EQuipment 2. sDrinkler neads shall bt installed only after flushing pf the services necessary to furnish and Install the Irrigation System as a dlfferent color shall be used to indicate the area of System his been accomplished to the complete satisfaction of thorn On the Drarings and descrlDed herein. Coverage for each station. 1. where indicated on the Drawings, use red brass screwed pipe 1. Refer to Irrigation Plans for sizes and types Of the Ctty of Rancho Cucamonga. conforming to Federal SDeclficatton IWW-P-351. mtscttlaneous lrrtgatton equipment. 1.02 QUALITY ASSURANCE L REQUIREMENTS 6. When completed and aDDroved, the chart shall be hermetically J. Sprinkler Heads scaled between two pieces of plastic, tach piece being a 2. Ftttings shall be red brass conforming to Federa 1. All miscelianeous irrigation equipment shall be a specified A. Permits and Fees: The Contractor shall obtitn and Day for any and minimum 20 mils. Specification #WW-D-460. pr approved equal. 1. Install the sprinkler heads as designated on the Drawings. all permits and all observations as required. Sprinkler neads to De installed to this cork shall be 7. These charts shall be completed and approved prior to final E. Copper Pipe and Fittings equivalent in ail respects to those itemized. 8. Manufacturer's Dfrecttons: Manufacturer's directions and detailed oDservatfon of the irrtgatton system. DAR L3 - ExEQrTjQ)Y drawings shall be followed in all cases where the manufacturers of 1. Pipe: Type K, hard tempered 2. Spacing of heads shall not exceed the maximum indicated on articles used In this contract furnish dlrecttons covering points D. Operation and Maintenance Manuaif: 3.01 OBSERVATION the Drawings. In no case shall the spacing exceed the not shorn 1n the Drarings and SDecfficattons. I 2. F+.ttings: wrought coDDer, solder joint type maximum recomhended Dy the manufacturer. 1. Prepare and deliver to the City of Rancho Cucamonga within Site Conditions: C'. Ordinances and Regulations: All local, municipal and state laws, ten calendar days prior to completion of construction, two 3. Joints shall De soldered rltn silver solder, 451 silver, 151 3.04 TEMPORARY REPAIRS and rules and regulations governing or relating to any portion of hard cover binders with three rings containing the following coDDer, 16Y zinc, 241 cadmium, solidus at 1125 f. and 1. All scaled dimensions are approximate. The Contractor shall this work are hereby incorporated into and made a part of these information: Itquidus at 1145 i, check and verify all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to Specifications, and their provisions shall be carried out by the Rancho Cucamonga's approval prior to proceeding with work keep the sDrinkler system equipment 1n operating condition. The Contractor. An thin contained in these Specifications shall not A. Index sheet stating Contractor's address and telephone f. Gate Valves: under this Section. f Y 9 D exercise of this right by the City shall not relieve the Contractor 0 Dt construed to confifct rlth any of the above rules and number, list of equipment with name and addresses of his responsibilities under the terms of the Guarantee as herein regulations or requirements of the same. However, when these local manufacturer's representative. 1. Gate valves 3' and smaller shall be 12S lb. SNP bronze gate I1. Exercise extreme care 1n excavating and corking near existing specified. Specifications and Drawings call for or describe materials, valve with screw-in bonnet, nonr,sing stem and solid wedge utilities. Contractor shall be responsible for damages to rorkmansnip, or construction of a better quality, nigher standard, b. Catalog an0 parts sheets on every material and equipment disc. utilities which are caused by his operations or neglect_ 3.05 ExISTiNG TREES or larger size than is required by the above rules and installed under this contract. Check existing utilities drawings for ex,sting utility regulations, the provisions of these Specifications and Drawings 2. Gate valves 3' and smaller shalt nave threaded ends and shall locations. Where it 1s necessary to excavate adjacent to existing trees, the shall take precedence. C. Guarantee statement. be equipped ctrl a Drpnze handrhetl. Contractor shall use all possible care to avoid injury to trees and 3. Coordinate instaTlatton of irrlgatlon materials including tree roots. Excavation in areas where two (2) inch and larger roots D. Explanation of Gratings: d. Complete operatlnq and maintenance instruction on all 3. Gate valves 3' and smaller shall be similar to those pipe, so there shall be D interference with utilities or occur shall be done by hand. All roots two (2) inches and large- i. ma}or equipment. manufactured Dy Nfbco or approved equal. other construction or difficulty In planting trees, shrubs, diameter, except directly to the path of DiDe or conduit, stall be 1. Due to the scale of the Drawings, it is not possible to and ground covers. tunneled under .no shall be heavily wrapped with burlap, to prevent indicate all offsets, fittings, sleeves, etc. which may be 2. In addltton to the above mentioned maintenance manuals, 1. All gate valves shall De installed per tnstallatton detail. 9 Y scarring or excessive drying. Where a ditching machine 1s run cicsv to required. Tne Conteactor shall carefully investigate the provide the City's maintenance personnel with instructions 4. The Contractor-shall carefully check all grades to satisfy trees Having roots smaller loan two (2) inches in diameter, the pail of structural and finished conditions affecting all of his work for major equipment and show 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 two-piece body designed for corking pressure of 150 P.S.I. the irrigation System. cuts through. Roots one (1) inch and larger in diameter shall be as nay be required to meet such condtttons. Drarings arc this strvtce has Deen rendered. operable with quick couDltr. Key size and type shall De as shorn On plans. 3.02 PREPARATION painted with two coats of Tree Seal, or equal. Trenches adjacent to generally diagrammatic and tndlcative Of the cork to bt tree should be Closed r1tM n twenty four (24) flours; and rnere tris Is installed. Tne cork shall pe installed in such a manner as to E. Equipment to be Furnished: not possible, the side of the trench adjacent to the tree shall be kept avoid conflicts between the irrigation systeA, planting, and ' - N. Backflow Prevention Units: A. , Physical Layout: shaded with burlap or canvas. architectural features. 1. Supply as a part of this contract the following tools: - 1. Backflow prevention unite Shalt Dt Of size and type Indicated 1. Prior to installation, the Contractor shall Stake Out all 3.06 FIELD QUALITY CONTROL Z. A11 cork called for on the Drawings by notes or details shall a. Two (2) sets of special tools required for removing, on the lrrigatfon drarings. Install backflow prevention pressure supply ii nes, routing and location of sprinkler De furnished and installed rnetner or not sDecificatly dtsassembling and adjusting each type of sprinkler and units in accordance ctrl the Drarings. heads. A. Adjustment of the System: mentioned in the SDecificatlons. valve supplied on tots project. 2. Nye strainers at backflow prevention units shall have a 2. All layout shall be approved by City of Rancho Cucamonga 1. Tne Contractor shall flush and adjust all sDrinkler heads 3. The Contractor shall not willfully install the Irrigation D. Two (2) Four foot valve keys for operation of gaTe bronzed screwed body with 30 mesh monel screen and shall be prior to installation. optimum performance and to prevent overspray onto racks system as shown on the Drawings when it is obvious in the valves. similar to Bailey x1008 or approved equal, B• Water Su 1 roadways, and buitdings as much as possible. field that obstructions, grade differences or discrepancies DD Y in arta dimensions exist that might not have been considered C Two (2) keys for earn automatic controller. 3. All pressure mainline piping between the point of connection 2. If 1t is determined that adjustments to the irrigator in engineering. . Such obstructions or differences should be and the backflow preventer shall be installed as r¢qutred by I. Irrigation system shall be connected to rater supply points equipment will provide proper and more adequate coverage, the brought to the +ttention of the City of Rancho Cucamonga. In d. One (1) quick coupler key and matching nose swivel for local code. Tnt Contractor shall verify ritn the ideal of connection as indicated on the Drarings. Contractor shall make such adjustments prior to planting. the event this notification is not performed, the Contractor every five (5) or fraction thereof of each type of quick governing body as to material type and installation Adjustments may also include changes in nozzle sizes and coupling valve installed. procedures prior to start of Construction. Submit snob 2. Connections shall be made at approximate locations as shorn de tees of arc as re ufred. shall assume full resDonstb111ty for any revlston necessary. DD g q drartng for approval. on the Drawings. Contractor is responsible for minor changes 1.03 SUBMITTALS 2. The above mentioned equipment shall be turned over to the caused Dy actual site condtttons. 3. Lovering raised sprinkler heads by the Contractor shall be City at the conclusion of the project. Before itnal 1. Check Valves: accomplished within ten (10) days after notification by the A. Material list: observation can occur, evidence that the Owner has received C. Electrical Supply: City. matertai must be shorn to the Clty of Rancho Cucamonga. 1. Swing check valves 2' and smaller shall be 200 pound W.O.G. 1 Eiectricai connections for automatic controller shall be made 4. A11 sDrinkler heads shall De set 1. The Contractor shall furnish the articles, equipment, Drpnze construction rfth replaceable composttlon, neoDren¢ pr perpendicular to finished materials, or processes speclfned Dy name 1n the Drarings and 1.04 PROtx1CT DELIVERY, STORAGE AND HANDLING rubber disc and shall meet or exceed Federal Specification to electrical points of connection as indicated on the grades unless otherwise designated on the Drawings. Spectflcations. No substitution rill be allowed without prior WW-V-510, Class A, Type IV. Drawings. rrltten approval by the City of Rancho Cucamonga. A. Handling of PvC Pipe and Fittings: The Contractor is cautioned tp B. Testing of Irrigation System: exercise care In nandltng, loading, unloading, and storing of PVC 2. Anti-drain valves shall be Of heavy duty virgin PVC 2. Connections shall be made at approximate locations as shorn 2. Complete material list snail be submitted prior to Derforminq DiDe and fittings. All PVC DiDe shall be transported in a vehicle construction with F.I.P. thread inlet and outlet. Internal on tr,e Drawings. Contractor is responsible for minor changes 1. Tne Contractor shall request the presence of the City's any cork. Material list shall include the manufacturer, rnicn allows the length of DiDe to lie flat so is not to subject parts snail De stainless steel and neoprene. Anti-drain caused by actual site Conditions. Authorized Representative in rritIng at least 48 hours to model number and description of all materials and equipment it to undue bending or concentrated external load at any point. valve shall be field adjustable against drawout from 5 to 40 advance of testing. to be used. Although manufacturer and other information may Any section of pipe that has been dented or damaged rift be feet of head. Ante-drain valve shall De slmtlar to the 3 03 INSTALLATION be dlfferent, the following is a guide to proper submittal discarded and, 1f lnstatled, shall De replaced rttn her DtDi^9• Valcon "ADV" or approved equal. 2. Test all pressure tines under hydrostatic pressure of ISO format: A. Tr¢nCning: pounds per squaw¢ tnth, and prove rdterttght. 1.05 SUBSTITUTIONS J. Control Wiring: 1. Dig trenches straight and support DiDe continuously on bottom jL�m� QE ` II"rSLO^ ��S1�aS-LS1rt> �NQ_ A. If the Contractor wishes t0 substitute any equipment or materials 1. Except as noted Otherwise, connections between int autOmdtic of trench Lay pipe to an even grade. Trenching excavation Note: Tltttng Of pressure md1n11neS Sha11 Occur prior t0 1 Backflow preventer Febco 825Y for those equipment or materials listed on the Drarings and controllers and the electric control valves shall be made shall follow layout indicated on ;,ravings and as noted. installation of electric control valves. Specifications, he may do so by providing the following with direct burial copper wire ANG-U.F. 600 volt. Control 2 Automatic Controller Calsense 2000 Series lnformatton to the City Of RdnC o Cucamonga for approval: wiring installed in control vire conduit within structure 2. Provide for a minimum of twenty-four (14) inches cover for 3. All piping under paved areas shall be tested under 3 Gate Valve Ntbco T-lt3 pressure mainlines 3" an0 lar er. p per square inch, and shall be made ctrl AHG-TW So110 copper tire. Pilot wires 9 hydrostatic sure of 150 pounds 1. Provide a statement Indicating the reason for making the shall be a different color vire for each automatic Droved watertight, prior to paving. 4 Etc. Etc. Etc. substitution. Use a separate sneer of paper for each item to controller. Common tires shall be white with a different 3. Provide, for a minimum of eighteen (18) inches cover for all 0e suDstttuted. Color Strip! for earn automatic Controller. Install in pressure supply lines. 4. Sustain presscre in 11 nes for not less than two (2) hours. Irrigation Submittal must be specific and complete. All accordance with valve manufacturer's specifications and wire If teaks develop, repta[e joints and repeat test until entire Items must be listed and Should include solvent/primer, wire, 2 Provide descriptive catalog 1lterature, performance charts chart. In no case Shall rice size be less than 114. 1. Provide for d minimum cover of twelve (12) inches for all system is D'Cven watertight. and floc charts for each item to De substituted. non-pressure lines. wire connectors, valve boxes, etc. No copies of 2. Wiring shall occupy the same trench and shall be installed S. All hycrestatic tests shall be made one in the presence of manufacturer's 1lterature (catalog cuts) are required as S. Provide for a minimum cover of eighteen (18) Inches for all f y submittal information. 3. Provide the amount of cost savings 1f the substituted item is along the same route as pressure supply or lateral lines 9 the Ge^e a' Ontractcr, cr the City o. Rancne Cucan.onga. No approved. rnerever control ricin possible. 9 pipe seal' be tacKfi)ied until it has been ciserved, tested dnC ap,rpved in 3. iting.The Contractor may submit substitutions for equipment and B. Tne City of Rancho Cucamonga shall have the sole resDons1bi11ty 1n 3. Where more than one (1) vire is placed 1n a trench, the B. Backfilling: wr materials listed on the Drawings by following procedures as accepting or rejecting any substituted item as an approved equal string shall be taped together at intervals of ten (10) feet. 6. Furnish hetessdry force Dumb and all other test equipment outlined to Section 1.05 of the Irrigation Specifications. to inose equipment and materials listed on the Drawings and 1. The trenches shall not be backfilled until all required tests Specifications. 4. An expansion curl shall be provided within three (3) feet of are performed. Trenches shall be carefully backfilled with 7. When the irrigation system is completed, perform a coverage 4. Equipment or materials installed or furntsned without prior each wire connection. Expansion curl shall be of sufficient the excavated materials dpproved for backfilling, consisting test 1n, the presence of the City of Rancho Cucamonga, to the Contractor ape oval the City of Rancho Cucamonga may be rejected and 1.06 GUARANTEE length at each splice connection at each electric control of earth, loam, sandy clay sand, or other apDrov¢O determine of the water Coverage for plant;ng areas is ctor expensed to remove such materials from the valve, so that in case of repair, the valve bonnet may be materials, free from large clods of earth or stones. Backfill compt¢te and adequa!e. Furnish all materials and perform all site at'nts own expense. A. The Guarantee for the Irrigation system shall be made Tn Drought to the surface ritnout disconnecting the control shall be mechanically compacted in landscaped areas to a dry work required to correct any inadequacies of coverage due to accordance with the attached form. The General Conditions and vires. Control wires shall be laid loosely In trench without density equal to adjacent undisturbed soil 1n Dlanttn9 deviations from plans, or where the system nas been willfully S. Approval p any item, alternate or substitute Indic+res enty SupplementaryConditions of these Specifications shall be filed areas. Backfill x111 conform to ad anent wades ritnout lnstatled as indicated on the Drawls s when It Is obvlousl stress Or stretching Of control wire conductors. j 9 that int product or products apparently meet the requirements 9 d1 9 Y of the Drarings and Specifications on the basis of the vttn the City Drtor to acceptance of the irrigation system. Ds, sunxen areas, humps or other surface irregularltnes. Inadequate, ritnout bringing this to the attention of the information or Samples Submitted. S. All Splices shall Ce made with Scotch-Lok 13576 Connector City of Rancho Cucamonga. This test shall be accomplished B. A copy of the Guarantee form snali be lnclvded 1n the operations Sealing vacks, Raincird Snap-Tite wire connector, or aDDroved 2. A file granular materiae CaCxfill will be initially placed on before any ground cover is planted. 6. Manus+cturt r s warranties shall not relieve the Contractor Of and maintenance manual, equal. Use one splice per connector sealing pack. all lines. NO foreign matter larger than one-halt (1/2) loco his liability under the guarantee. Such warranties shall in size x111 be permitted in the initial backfill. B. UDOO compretion of each phase of cork, entire system shall be Onl Su lenient int C. The Guarantee form shall De rt-typed Onto the COntraClOr'f 6. Field splices between the automatic controller and electrical tested and ad casted t0 meet sit! re utrements. Y DD guarantee. j q letterhead and Contain the follcring information: control valves viii not be al loved ritnout prior approval of 3. Fl Dodi ng of trenches will be permitted only with approval of B. Record Drawings: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM the City of Rancho Cucamonga. the C!ty Of RdnChO Cucamonga. 3.07 MAINTENANCE K. Automatic Controllers: 0_ if Settlement Occurs and subsequent adjustments in pipe, A. The entire irri 1. The Contractor Shall provide and kelp up t0 date and complete gdtion system Shrill be under full automatic We hereby guarantee that the Irrigation system we have furnished valves, sprinkler neads, lawn or planting, or other operation for a period of seven (7) da a record set of Dlut line ozalld Drints rM cn shall b! end installed is free from defects in materials and rorkmanshl i. Automatic controllers sha11 be of size and type shorn on the construction are necessary, the Contractor s."•ail make ail Ys prior to any planting. corrected dally and snow every Change from the ortglnnl D' required adjustments ritnout cost to the Cit B. The Cit of Rancho Cucamonga reserves the right to waive or drawings and specifications and the exact Inst+lied and the cork ties been completed in accordance with the Drawings drawings i Y y g locations, sizes, and kinds of equipment. Prints for these and Specifications, ordinary rear and tear and unusual abuse, or shorten the operation period. neglect excepted. We agree to repair or replace any defects inlocationC. Trenching and Backfill Under Paving: purposes may De obtained from the Ctty of Rancho Cucamonga at 2. Final of automatic controllers shall be approved by cost. This set of drawings Shall be kept on the site and material or rorkmansnip rnicn may develop during the period of one the Cit; of Rancho Cucamonga. 3.08 CLEAN-UP shall be used only as a record set. year from date of acceptance and also to repair or replace any 1. Trenches located under areas where paving, asphaltic concrete damage resulting from the repairing or replacing of such defects 3. Unless otherwise noted on the Drawl ngs, the 120 volt or concrete, will be instailed shall be backfilled with sand Clean-UD shall be made as each portion of cork progresses. Refuse and 2. These drarings shall also serve as work progress sheets and at no additional cost to the City. We shalt make such repairs or electrical power to the automatic controller location shall (a layer six [6i inches bele- the pipe and three [31 tncnes excess dirt shall be removed from the site, all walks and paring shall replacements rlthin a reasonable time, as determined b the Ctt above the pipe) and compacted in layers to 95% compaction, be broomed or washed down, and an damage sustained on the work of shalt De the pasts for measurement and payment for cork Y Y. be furntsned by others. The final electrical hook-up shalt y 9 Completed. These drawings shall be available at all times after receipt of written notice. In the event Of our failure t0 D¢ the respon n Dility of the CpnLfdCLpf. using manual Cr mechanical tamping devices. Trenches for diners shall De repaired to Cts Criginai condition. make such repairs or replacements within a reasonable time after DiDi^9 shall be compacted to equal the compaction of the for observation and shale be kept nn a the record designated line receipt of written notice from the Cft re author;zt the Cit to existing adjacent und!sturoed soil and shall be left in a 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE the City of Rancho Cucamonga. Should int record blue lin! D y• Y L. Electric Control Valves: 9 ) record drawing progress sheets not be available for review or proceed to have said repairs or replacements made at our expense firm unyielding cordition. All trenches shall be left flush IN .sot be up-to-date at the time of any observation (refer to and we rill pay the costs and charges therefore upon demand. 1. All electric control valves shall be the same size and type with the adjoining grade. The Contractor shale set in place, A. The Contractor shall operate each system in its entirety for the Section 3.10 - Inspection Schedule), it will be assumed n0 Shorn On Drarings. cap and pressure test ail piping under paving prior to the City Of Rancho Cucamonga at time of the Final Observation. Any work has been completed and the Contractor rill be assessed paving cork. items deemed not acceptable by the City of Rancho Cucamonga spall the cost of that site visit at the current billing rate of PROJECT: 2. All electric control valves shalt have a manual flow be reworked to the complete satisfaction of the City of Rancho the City of Rancho Cucamonga. No other observations shall adjustment. 2. Generally piping under existing walks is done by jacking, Cucamonga. take place prior to payment of that assessment. LOCATION: Dori ng or nydraullc driving, Dut rnere any cutting or 3. Provide and install one control valve box for each electric breaking of sidewalks and/or concrete is necessary, it shall 8. Tne Contractor shall snow evidence tb the City of Rancho Cucamonga SIGNED: be done and replaced b the Contractor as a part of the that the City nas received all accessories, charts, record 3. The Contractor shall make neat and legible notations on the control valve. Y drawings, equipment contract cost. Permission to cut or break Sidewalks and/or gs, and a ui ment as required before Final Observation can record drawing progress sleets daily as the cork proceeds, ADDRESS: M. Control Valve Boxes: concrete shall be obtained from the City of Rancho occur. snoring the cork as actually installed, for example, should Cucamonga. No hydraulic drtvtng rill be permitted under a piece equipment be tnstalied in a match thea plan, the Contractor mutt inddicacatee that equipment Itthat does opt PHONE: DATE OF ACCEPTANCE: 1. Use 10" x 1D-1/4` round box for all gate valves, Carson concrete Davinq. 3.t0 OBSERVATION SCHEDULE has been relocated in a graphic manner SO as to match the I Lndustries 9910-128 with green bolt down cover or approved 3. Provide for a minimum cover of e1 hteen (18) inches between A• Contractor shall be responsible for notifying the City of Rancho original symbols is indicated In the irrigation legend. The equal. Extension sleeve shall De PVC-6" mintmum size. 9 f�RL1=PR94llCIS the top of the pipe and the bottom of the aggregate base for Cucamonga to advance for the tolloring observation meetings, relocated equipment and dimensions x111 then be transferred 2. Use 9 1/2' x 16' x 11" rectangular box for all electric all pressure and non-pressure piping installed under according to the time Indicated: t0 the ort 1na1 record drarin lin at the rp er t1aM!. 1.01 MATERIALS asphdltic concrete paving. control valves installed within on grade landscaped areas, 1. Pre-Job Conference - 7 Oa 4. Before the date of the final observation, the Contractor Carson Industries 1419-12B with green bolt down cover or ys A. General: Use only her materials of brands and types noted on D. Assemblies: shall tr+nster all lnformatton from the 'record drawing" 9 Drawin s, s ecifted herein, Ora roved equals. aDDrpved equal. prints to a sepia my!ar or similar mylar material procured p DD 2. Pressure supply line lnstallatlon and testing - 48 hours 3. Use 6' diameter x 8-3/4" deep round piasttc valve box for ail 1. Routing of sprinkler irrlgatlon lines as indicated on the from the City of Ranco Cucamonga. All cork Shall be to B. PVC aressure Matn Lin¢ Ptpt and Fittings: Drawings is diagrammatic. Install lines (end various 3. Automatic controller lnstallatlon - 48 hours pen made India ink and +ppifed to the mylar Dy a technical quick coupling valves lnstatled in turf areas. Carson assemblies) 1n such a manner as to conform with the details pen made expresslyfor use on m lir material. Such en Shall Industries Model 608-12 ctrl green flex-lock Cover or in the Drawings. 4. Control rice installation - 48 hours Y D 1. Pressure main line DiDi^9 for sizes Z' and larger, shall be approved equal. 9 be similar to those manufactured by RaDfdograph, Kueffell L PVC Class 315. Esser, or Faber Castell. The dimensions snail be wide so as bN Sprinkler Heads: 2. Install no multiple assemblies to plastic lines. Provide 5. lateral line and sDrinkler installation - 48 Hours to De easily readale even on the final controller Chart (see 2. Class 315 DiDe shall be made from in NSF approved Type I, each assembly rite its ern outlet. Section C). The original mylar 'record drawing' plan shall be Grade I, PVC compound conforming to ASTM resin specification 1. All sprinkler heads shall be of the same size, type, ane 6. Coverage test - 48 Hours submitted to the City of Ranco Cucamonga for approval prior D1784. All pipe must meet requirements as set forth in deliver the same rate of precipitation with the diameter (or 3. Install all assemblies specified herein in accordance with to the comOletion of the controller chart. Federal Specification PS-22-10, with an appropriate standard radius) of throw, pressure, and discharge as shown on the rezcective detail. In absence of a detail Oraring or 7. Final Observation - 7 days dimension (S.D.R.) (Solvent-weld, Plpe). Drawings and/or spectfled fn these special provisions. Specificat!pn pertaining to a specific item required to S. The Contractor shall dimension from two (2) permanent or p0intsroad i complete the cork, perform such cork in accordance vith best B. When observations have been conducted by other than the City of Of reference, butldtnq Corners, sidewalk, Or road 3, PrlSSUre main lint piping for sizes 1-1/2' and smaller Shall 2. SDrdy neads Shall nave a Sorer adjustment for adjusting standard practice with prior approval of the City of Rancho Rancho Cucamonga, show evidence in writing of when and by rrom lntersectlons, etc., the lou tion Of the follortng items: be DVC Schedule a0 rttn solvent welded ]otnts. distance of tnrbr. Cucamonga. these observations were made. A. Connection to existing rater lines. 4. Schedule 40 pipe shall be made from NSF approved Type I, 3. Riser units snail be fabricated in accordance with the 4. PVC pipe and fittings shall Ce thoroughly cleaned of dirt, C. No site observations x111 commence ritnout 'As-Bu11t" record D. Grade I PVC compound conforming to ASTH resin specification detatis shorn on the Orarin i. dust and moisture before installation. Installation and drawings. In the event the Contractor calls for a site visit Connection to exlsttnq tlectrlcal power. D1785. All pipe must meet requirements as set forth ,n 9 solvent welding methods shalt be as recommended by the pipe ritnout "As-Built" record drawings, without completing previously Federal Specific PS-21-70. /. Riser nipples for all sDri^kler heads shall D! the same size and fitting manufacturer. noted corr¢ctipns. or without preparing the system For said visit, C. Gait valves. he shall be responsible for r¢imbu ntng the City of Rancho as the riser Opening in the sprinkler Dody. S. On PVC to metal connections, the Contractor shall work the Cucamonga at his current billing rates per hour portal to portal routin5. All sprinkler neads of the same type shall be of the sameREVISION CITY d. Routing of sprinkler pressure lines (dimenstOn max. 5. PVC solvent-veld flttings shall b! Schedule 40, 1-2, II-I NSi metal connections first. Teflon tape or approved equal, (plus transportation costs) for inconvenience. No further site D E S C R I P TION 0 F R E VISI 0 N DATE 100' along g) aDDroved conforminq to ASTH test procedure D2466. shall be used on all threaded PVC to PVC, and on ale visits wilt be scheduled until this charge has been paid and APPROVED manufacturer. threaded PVC to metal joints. Light wrench pressure is ail received. 6. Solvent cement an0 primer for PVC solvent-veld pipe and that is requ'red. Wner¢ ?nreaded PVC connectlOns are e. sDrinkler control valves. flttings shall be of type end lnstallatlon methods prescribed 0. Tdentiflcation Tags required, use threaded PVC adapters into rnicn the pipe may by int manufacturer. be solvent welded. CITY OF RANCHO CUCAMONGA f. Routing of control string and locations of all splice I. I.D. tags for electrical control valves snail be manufactured boxes. 7. A11 PVC DiDe oust Dear the follorinq markings: from Polyuretnane Behr Desopan. Use Christy's standard tag q. hot Stamped with black letters on yellow background. Tags E Line Clearance: Ail lines shall nave a minimum Clearance of six ENO OF SECTION Quick couDling valves. a. Manufacturer's name shall be numbered to match programming shown on the (6) inches from earn other and from lines of other trades. D. Nominal DiDe size irrigation drawing. Provide one tag for each electric Parallel lines small not be installed directly over one another. TERRAC. VISTA h. Stub-outs for future connection. Schedule or class control valve. d. Pressure rating fn P.$.I. F. Automatic COntrolllr TRACT 1. Other related equipment as directed by the City of e. NSF (Nattonat Sanitatton Foundation) approval 2. Special order tags from T. Christy Enterprises, 1211 Struck 1 3 3 0 4 Rancho Cucamonga. f. Date of extrusion Avenue, Orange, CA 92667. Phone (714) 771-4142. Install as per manufacturer's instructions. Remote control valves shall be connected t0 controller in numerical sequence as Shown On 6. On or before the date of the final observation, the 8. All fittings shall bear the manufacturer's name or trademark, P. Stainless Steel Vandal-Resistant Controller Encloser¢ Assembly trio Cravings. Contractor snail deliver the corrected and completed Sepias material designation, Size, applicable I.P.S. schedule and IRRIGATION SPECIFICATIONS to the City of Ranco Cucamonga. Delivery of the sepias x111 NSF seal of approval. 1. The stainless steel vandal-resistant controller enclosure G. High Voltage Wiring for Automatic Controller: not relieve the Contractor of the responsibility of assembly shall consist of a Stainless Steel Housing, [� furnishing required information that may be omitted from the C. PVC Non-Pressure lateral line Piping: stainless steel back board, controller, terminal strip, and a 1. 120 volt power connection to the automatic controller shalt P��E UK NIA ANOf LEWIS H O M E S prints be prpvldeC C the Contractor. 117 volt outlet. Refer to the drawings for type of enclosure Y T. Non-Pressure buried lateral line piping Snail be PVC Schedule to be installed. �J\r �� M' Sq�`, CgAF APPROVED 8Y: GATE: C. Controller Charts: 4D rltn solvent-veld joints rnen Installed in planting areas. 2. All electrical cork shall conform to ictal codes, ordinances, 1. Tne stainless steel Dack board shall be bolted to the housing and union autncrities Having }urisdict;on. 22397 . I. AS-built drawings shall be approved by the City of Rancho 2. Non-pressure lateral line piping installed under paved areas t0 provide a base for mounting the controller and terminal k 0k, j- T� CITY ENGINEER R.C.E. NQ. Cucaeanga before controller charts are prepared. shall be PVC Schedule 40 rite solvent rel0ed joints. stri H. Remote Control valves D 1. Install rnere shown on the Drawings. When grouped together, W a LIC. NO. )?a3 DESIGN RECc�MM�N 2. Prpvlde one controller Chart for each controiler supplied. 3. Pipe shall be made from NSF approved. Type f, Grade II PVC 3. A 117 volt duplex Dox shall bt provided ctrl an On/Off 9 9 g OG 0 _ r+- � compound conforming to ASTM resin specification D1784. All switch, and 117 volt receptacle. Metal conduit shall run allow at least twelve (12) inches between valves. Install I I I r 3. The chart shall snow the area controlled by the automatic DIDe must meet requirements set forth 1n Federal from the 117 volt supply to the controller housing. All each remote control valve in a separate valve Dox. !_!__!___---� -' M C .,TLand C Once rn, Ltd _ p OAIE contro tr and Shall De the maximum size rnicn the controller SDeclfication PS-22-70 with an appropriate standard dimension borer rithln the housing Shill b! properly phase0. I. Flushing of System: DRAWN 1 750 EAST DEERE A VE NtJE SHEET door will allot. ratio. 1. A prewired terminal strip shall Dt provided, clearly I. After all new sprinkler pipe lines and risers are in lace SANTA ANA C A 92705 4. The chart is to be a reduced drawing Of the actual Installed t. Except as noted in paragraphs 1, 2 and 3 of section 2.018, indlcatinq the proper points of connection of all appropriate D tTl �P L P system. Norever, in the event the controller sequence is all requirements for non-pressure lateral line DiDe and viring (Station valves, master valve, common, pump control.) and connected, all necessary diversion work has been UQ� PFIO��E 7 4 -OF �+ not legible when tht drartng 1s reduced, tt shall be fittings shall be the same as for solvent-veld pressure main _ completed, and prior tp lnstallatlon of sprinkler neads, the �F CAL�� PFKM ( )2 50-4 8 2 2 enlarged to a size that rill be readable then reduced. line pipe and fittings as set forth in section 2.016 of these control valves shall be opened and full head of rater used to C N E C K E D DRAWING NO SDecfflcatlons, flush out the system. I RCE NO � � D.D. PAGANO DATE FILE NO / 'L SHEET NO-440F <4 88, is 1:2_' 41�4 re -fTo /6PREVAILING WIND TURF /l7v 27' 27' // S2X6 CEDAR OR SPR S T� 7/ 35 oma' ��N .E, e/ C 2 L o.5' as 2X4 X12 S SPACE AS NEEDED 2 c4 KW ries d LEVEL Lsrl� 1 � . I� � 6 FERTILIZATIONTWISI, IA �b 4�T, 7W►sI �S S R O. y0' OG7' O.G7' O.�' 0.596ROW POWER TABLETS PER MFGS, LODGES�AKES WITM"GAIYAMIZED jyj)W00D SCREWS 2" DIAMETER LODGEPOLE PIKE STADES 10' LONG (2) WITH WOOD PRESERVATIVE STAIN, STAKE A MINIUM 7 OF 12' INTO UNDISTURBED SOIL AND ALIGN STAKES = !•! a. , PARALLEL TO CENTER LINE OF STREET. (USE 12' - et 3 / r . S• STAKES FOR EUCALYPTUS) LODGE POLE TO BE TREATED B C.r TREE TRUNK ARBOR GItQ� � �X IN TURF AREAS rf GRAVEL BACKFILL FINISHED GRADE = o DEEP ROOT OR EQUAL CONTROL PLANTEIL. • r v �` 0 22-29-18 P (MERE REQUIRED OR APPROVED EQUAL W D QU o f — TERRA VISTA PARKWAY 7 LL MCKFIII FREE OF ROCKS 3 IN DIAMETER OF ,qp GRATER TYPICAL SECTION TYPICAL PARKWAY SECTION g ROOT BARRIER REQUIRED -- °` WHERE C/L OF TREE & FROM STA. 30t86.37 TO STA. 48t 64.50 . STA. 49 t 98.02 TO STA. 58 + 51.90 L ROOT BALL DIAMETER EITHER HARDSCAPE QR (mo WALL IS LESS THAN 5 FT. S ECTION CIIIIIIIIIIIIIII SECTION AIIIIIIIIIIIIIIIAev QTY TREESTAKINGO W OOD HEADER w - r to 0' �)( SCORE AT 2dIIfTERVALS o 2 ' ,35 0 ` .5 2 � O O 4 T C Sw 16-8 4! 3S o.5 ' I V.!" 35 q ' /O' 0.5 0.5' LEve ! L /2w BULLMOSE EDGE 0'2 FINISH GRADE L ��o•�s' �l f .� s' q fur j�1 � v Q IIII T }. '�� "• N3 REBAR CONTINUOUS �'+ 7•>�Rf�tt VISA �� — r SATURATE AND COMPACT EQUAL —' ; r � - '• �+� ?'�j�• -� SUBGRADE TO 90% PRIOR ii�d 2 TO POUR MOUNTAIN VIEW DRIVE NOTE' I. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS TYPICAL PARKWAY SECTIQN TYPICAL SECTION OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. �� + G ► Ga�II - FROM ST 1 1 49 t98.02 TO STA 65 *29.98 STA. 42 29.35 TO STA. 47 + 34.88 GROUND COVER SECTION Dw—D SECTION Bw-ISPACIN CONIC . MOW STRIP- "'WIN 3" BERM TO FORM DEPRESSED 3' c' s' i city of rancho cucamonga STANDARD WATERING BASIN___� , __ � __ e�_ , µ__ ° .� 4 DRAWING 6a i - - _ ° ' 'GROW-POWER" PLANT TABS-1-ER3 -_" MANUFACTURER'S RECOMENOATIONS _ BACKFILL MIX PER SPECIFICATIONS ELEVATION PLAN VIEW SIDEWALK � � � 1 ;I CONTAINER PLANT ROOT BALL ii ° e ►a E 1,WALL. )Y s PLANT PIT TO BE (2) TIMES THE 2, FINISH GRADE, o WIDTH OF THE ROOT BALL & 12" wETE>I .. BELOW THE BOTTOM OF THE ROOT 3, EYEBOLTS: SECURE VINE TO WALL WITH 5l8" DIA. EYEBOLTS NA_ A GUT7EFI — BALL 2s, �s IN LEAD SHIELDS. - ��. r SOI 4 2 � NATIVE l• 12 GA, GALV, WIRE: SECURE VINE TO WIRE WITH NURSERYMAN S 40TE: TAPE, 1. UNTANGLE MATTED ROOTS BY LOOSENING All ROOTS AT EOG 5, EYEBOLTS FOR FUTURE USE, � � EDGE 0 BALL WITH WATER 6, 6 x 8 CONCRETE VINE COLLARS IN TURF AREAS ONLY, INSIDE Saa:'"'Auc � �.`� FROM HOSE. 00 NOT CRACK ROOT BALI. E _ RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL E M i L. __ ` ` .r 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION MINIMUM, � D&TA41 . F 015 SNS( 4 ° DAIrE APPROACH e o `�C o UR POSES. '+' ` P S _ A s. - s�- SHRUB AND ' VINEVINE ATTACHMENT sTf4h Twoom PLANTING DETAIL �' TO WALL TREE PLACFMENT DESCRIPTION OF REVISION DATE CITY APPROVED 04111611A L CITY OF , RANCHO CUCA:MlONGA M. s4 rw TERRA VISTA Wcc ur, "° ' TRACT NO. 13304 h GATE CONSTRUCTION DETAILS art OF CAV LEWIS HOMES APPROVED BY: DATE: 90 CITY ENGINEER RCE NO.22397 DESIGN _ RECOMMLNDE Land Concern, Ltd. DRAWN 1750 EAST DEERE AVENUE SHEET SANTA ANA CA 92705 6 PHONE (714)250-4822 of CHECKED DRAWING NO RCE NO DATE FILE NO SH.�T N 0.4�0F �8 SOIL AMENDMENTS 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: AMT./1000 SQUARE FEET i 6 CU. YDS. NITR06EN STABILIZED ORGANIC AMMENDMENT DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR CEDAR SAWDUST 15 LBS. 12-12-12 COMMERCIAL' FERTILIZER THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF Lu,+TAINER-GROWN TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: 6 PARTS BY VOLUME ON-SITE SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 LB. 12-12-12 PER CU. YD. OF MIX 2 LBS. IRON SULFATE PER CU. YD. OF MIX THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR BACKFILL PURPOSES. Ptd SOIL. ge4RW LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC. , SANTA ANA , OFFICE (714) 558-8333, LAB #98125 ON 3/27/87 FOR LEWIS HOMES, TERRA VISTA. MATCHLIN E SEE SHEET �8 I ► ,, rrrr r r rrrrrrrrrrrrrrrrrrtrrrrrr nrrrrrrrrrrrrrrrrrrrrrrr rrrr rrrrrrrr I - , I A4 g > T L ` 0 9 I � ,� � v � � v �� at ID a► � ,. f13N • 1 � ° �> ap QC <D� � � 1► �p d � I 0 �r. �N11940 ,. 0 CCC 1(v�j 2 • ' L L c Q� TYPICAL STOP SIGNAGE r � s 3W S I-5 r _ �� / 0 �� _ TYPICAL STREET SIGNAGE � * x I-$ , I-Z�t r 17-c 1.5 PARKWAY �s RI 15 I_ _ Z tea' Z 0 R - SHC o � �SYM QTY O.C. BOTANICAL NAME COMMON NAME PLANTING KEY SPACING LEGEND • AA 7/0-f-41 2' AGAPANTHUS AFRICANUS LILY OF THE NILE PT Q,'l-5q 4' PITTOSPORUM TOBIRA TREES RIB 109-51 3' RAPHIOLEPI-S INDICA AJ ACCENT JA ACCENT ` BALL'ERIANA' INDIA HAWTHORNE BP 20' CA 20' LS 20' RS 43- 3' RAPHIOLEPIS INDICA SEE PLANT LIST ORHYDROSEED NOTES LT LEGEND MG 20' • ' SPRINGTIME' INDIA HAWTHORNE SIZE OF PLANT MATERIALTREE LEGEND XC 4' XYLOSMA CONGESTUM XYL-0SMA SHRUBS • 1. ALL TURFGRASSx AREAS AS DESIGNATED ON THE PLANS SHALL BE PF 141- , 4' PHOTINIA FRASERI PHOTINIA GALLON OR BOX SIZE AA 2PF 4' PT 4' HYDROSEEDED AS FOLLOWS: QUANTITY OF PLANT SYM QTY 0.C. BOTANICAL NAME COMMON NAME MATERIAL PV 41 RIB 3' RS 3' / Z. PREPARE SOIL 1N ACCORDANCE WITH THE SOIL PREPARATION NOTE. VT 3' XC 4' SMOOTH ALL SURFACES, FINISH GRADE TO 1" BELOW ADJACENT WALKS, s 20 4- ' LIQUIDAMBAR AMERICAN SWEET GUM DRIVEWAYS, ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS / STYRACIFLUA VINES SURFACE IRREGULARITIES. FILL LOW SPOTS AND EVENCA 15' IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. VINE LEGEND DB 15' OWNER SHALL APPROVE FINISH GRADE PRIOR TO PLANTING. AJ 3-4" 20' ALBIZIA JULIBRISSIN SILK TREE NOTE: 3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED MIX QTY GAL BOTANICAL NAME COMMON NAME O.C•, STREET TREE PLACEMENT SHALL BE 5' TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: CA 7 5 CISSUS ANTARCTICA KANGAROO TREEBINE 15 MIN. FROM BACKYARD STEEL THRU NOTE: CELLULOSE FIBER 30 Les/1000 S.F. DRAINS ALONG MOUNTAIN VIEW DRIVE ALL TREES SHALL BE 16-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. PLANTING LEGEND' TERRA VISTA PARKWAY. PLANTED WITH ROOT GROUND COVER LEGEND BARRIERS PER CITY IBDU 31-0-0 SLOW RELEASE I7 LBS/1000 S.F. DETAIL 'D' , SHEETb . DESCRIPTION OF REVISION DATE ciTr SOIL SULFUR - 3 LBS/1000 S.F. ESP . ESPALIERED APPROVED GAL. GALLON CONTAINER AG. GYPSUM 25 LBS/1000 S.F. G. C. GROUND COVER SEED NIX PER LEGEND 12 LBS/1000 S.F. HT. HEIGHT TURF GRASS I SEE HYDROSEED NOTES -- �o�NiA c CITY OF RANCHO CUCA MONG -__-__ L.A. LANDSCAPE ARCHITECT ---- M. � 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS L.C. LANDSCAPE CONTRACTOR NOTE: ALL SHRUB AREAS ARE TO BE UNDERPLANTED W/ .4Q`� �` TERRA VISTA THE DAY OF THE HYDROSEEDING TO THOROUGHLY SATURATE THE SOIL. MIN. MINIMUM FLATTED GAZAN IA'CLUMPING WHITE' @ 8" 0.C. y O� 1 AFTER THE FIRST IRRIGATIONS, WATER SHALL BE APPLIED AS OFTEN M.T. MULTI -TRUNKED TRIANGULAR SPACING. W 1263 '�` AND IN SUFFICIENT AMOUNTS AS CONCITIONS NAY REQUIRE TO KEEP TRACT N O. 13304 THE SOIL MOIST ABOVE. AROUND AND BELOW THE SEED/ROOT SYSTEMS 0 . C. ON CENTER AS MAY BE NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. RWD, REDWOOD S. L.A. SELECTED BY L.A. TRACT 1330 61ATM[ S. THE LANDSCAPE SUOCONTRACTOR SHALL RESEED ALL NONGERMINATING • PLANTING PLA N OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDING. SPEC. SPECIMEN TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS AND FULLY S P , SPREAD 3 . ��� "��� �re�� LE -BIOMES GERMINATED PRIOR TO FINAL ACCEPTANCE. WALL L L L E G E N D OF ca 5 SPACING 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2 -, BEGIN re, APPROVED BY: DATE: _ MOWING AT A MINIMUM HEIGHT OF 2 REFER TO MAINTENANCE NOTES NOTE: SEE LEWIS FOR ADDITIONAL MOWING REQUIREMENTS. -- CITY ENGINEER RC.E N0. 2 - - "���'�"��°�U��°�°�" PRECISION BLOCK WALL HOMES FOR WALL d`p DESIGN RECOMMENDED 7. REMOVE ALL ROCKS 3/4" DIAM. AND LARGER 1N TOP 2" OF SURFACE f-------- STUCCO BLOCK WALL PLANS. SOIL IN AREAS TO BE SEEDED WITH TURFGRASS. NOTE: REFER TO SHEET FOR _0 V__ PLANTING DETAILS a SHEETS 4 ----- SLUMPSTONE BLOCK WALL A Land Concern, Ltd. e. TURF MIL! TO BE COMPOSTO-Ott (90% FESCUE) (Ml JAGUAR, 459 FOR PLANTING SPEC I F I CAT.I ONS S . '�A,F� DRAWN 1750 EAST DEERE AVENUE SHEET. APACHE) A-34 BLUEGRASS SOURCE r PLACEMENT OF .TREES SHALL BE """""""" WROUGHT IRON FENCE ,� � SANTA ANA CA 92705 g ' � y 7 . OF PHONE 71 - �`� �v pr a� d��•=( APPROVED BY THE CITY INSPECTOR. _ � � � �„ 4 HON ( 4 250 4822 CHECKED RCE NO DRAWING NO 3 4 K E MA � 1". ZO' 17F+ DATE FILE NO SHEET NO.7-if(oOF-A uj V TRAM 13304 QRK i rrLLJ Ll • ,, . ccI 1 11 11 -N-5- �0 4. *N%klft 46 J05 N. t W z KEY MAP `\ N.T.s, F- _ % 1�� 3 , t � t + t + + 6L Lc I rmlqFmt;p,p,V.NC Ik. ° ° - SOIL AMENDMENTS A FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS SHOULDBE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED Omi TO A MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: W _ _ AMT./1000`SQUARE FEET _ - sroP slc�x�asE FE ',� . al 6 CU. YDS. 1ITR06EN STABILIZED ORGANIC AMENDMENTNYDROSEED NOTES DERIVED EDOM REDWOOD SAWDUST,, FIR SAWDUST, ORUl CEDAR SAWDUST 1. ALL TURFGRASS AREAS AS DESIGNATED ON THE PLANS SHALL BE Y+ - HYDROSEEDED AS FOLLOWS: \t� -� (n 15 LBS. 12-12-12 COMMERCIAL FERTILIZER �_ SHRUB R U B L E G E N D THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN 2. PREPARE SOIL 1N ACCORDANCE WITH THE SOIL PREPARATION NOTE. a SMOOTH ALL SURFACES, FINISH GRADE TO 1" BELOW ADJACENT WALKS. DRI,YEWAYS. ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS / - O U N T p I N _ SURFACE IRREGULARITIES. Flll LOW SPOTS AND EVEN � � _ � , , 1 TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. / �_ W �` 6 PARTS BY VOLUME ON-SITE SOIL SYM QTY O.C. BOTANICAL NAME COMMON NAME 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT OWNER SHALL APPROVE FINISH GkADE PRIOR 10 PLANTING. W = PLANTING KEY J _ 3. THOROUGHLY MIX j�ND EVENLY APPLY THE FOLLOWING HYDROSEED MIX '^ TREE L E G E N D TO All DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: („ � _ 1 LB. 12-12-12 PER CU. YD. OF MIX AA 41-51 2' AGAPANTHUS AFRICANUS LILY OF THE NILE 2 LBS. IRON SULFATE PER CU. YD. OF MIX CELLULOSE FIBER 30 LBS/1000 S.F. PT 116-S'I 4 P I TTOSPORUM TOB I RA uj TY 0.C. BOTANICAL TAME COMMON NAME RIB 7-1-59 3' RAPHIOLEPIS INDICA THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR SYM 16-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. Q z BALLERIANA' INDIA HAWTHORN BACKFTI I P11RPOSFS. P1 'SOID 96fpoj I BDU 31-0-0 SLOW RELEASE 7 LBS/1000 S.F. CA Z5151 20' CUPAN I OP I S rARROTWOOD RS "1`t-5q 3' RAPH I OL EP I S INDICA L- LEGEND SEE PLANT LIST Ort Q T ' SPRINGTIME' INDIA HAWTHORN - I SOIL SULFUR 3 LBS/1000 S.F. J— _ ANACARDIODES XC 4-1-" 4' XYLOSMA CONGESTUM -XYLOSMA SIZE OF PLANT MATERIAL GALLON OR BOX SIZE LAB WORK PERFORME BY SOIL AND PLANT LABORATORY, INC. , SANTA HNA PF `1`2 5,1 4' PHOTINIA FRASERI PHOTINIA P AG. GYPSUM 25 LBS/1000 S.F. V AJ 3-21" 20' ALSIZIA JUL.IBRISSIN SILK TREE QUANTITY OF PI '"T OFFICE (714) 5588333, LAB #98125 ON 3/27/87 FOR LEWIS HOMES, A SEED MIX PER LEGEND 12 LBS/:000 S.F. _ = MATERIAL TERRA YIC-TA +. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS THE DAY OF THE HYDROSEEDING 10 THOROUGHLY SATURATE THE SOIL. AFTER THE'FIRST IRRIGATIONS, WATER SHALL BE APPLIED AS OFTEN VINE LEGEND WALL LEGEND AND IN SUFFICIENT AMOUNTS AS CONCITIONS MAY REQUIRE TO KEEP THE SOIL MOIST ABOVE. AROUND AND BELOW THE SEED/ROOT SYSTEMS AS MAY BE NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. LEGEND o.�. r cis 5. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGERMINATING SPACING DB 11 GAL RED TRUMPET 15 � """'""""""""'" PRECISION BLOCK WALL NOTE: SEE LEWIS OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDING. / J ��� TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS AND FULLY ,__ - ---- '������-• STUCCO BLOCK WALL HOMES FOR WALL GERMINATED PRIOR TO FINAL ACCEPTANCE. � TREES ----- SLUMPSTONE BLOCK WALL PLANS FT � 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2 BEGIN AJ ACCENT JA ACCENT d.0 MOWING AT A MINIMUM HEIGHT OF 2". REFER TO MAINTENANCE NOTES BP 20' CA 20' LS 20' GROUND COVER LEGEND ••••••••••••••- WROUGHT IRON FENCE clt FOR ADDITIONAL MOWING REQUIREMENTS. MG 20' 7. REMOVE ALL ROCKS 3/4" DIAM. AND LARGER IN TOP 2" OF SURFACE SOIL IN AREAS TO BE SEEDED WITH TURFGRASS. SHRUBS Y FESCUE JAGUAR, 45f AA 2' PF 4' PT 4' TURF GRASS SEE NYDROSEED NOTES 1��,, P aP o 8. TURF MIX TO BE COMPOSED OF; (90 ) (4A PFJ 4' RIB 3' RS 3' !'►"ice 's' SF�'(,� ff- APACHE 10%A 34 BLUEGRASSSOURCE ' ` ✓ P dP � oc5 �, +• JT 3' XC 4' U�IY DE"��IL °' Y� •� 6 ` ` ` `` NOTE. ALL SHRUB AREAS ARE TO BE UNDERPLANTED W/ � � VINES FLATTED GAZANIA' CLUMPING WHITE' @ 8" O.C. � � °P • � PLANTING LEGENCY DB 15' CA 15' TRIANGULAR SPACING. 53 e, ° % ESP . ESPALIERED A10 v % GAL. GALLON CONTAINER A e� a � Q G. C. GROUND COVER (p I° At' ° o HT. HEIGHT °° , -0 L .A. LANDSCAPE ARCHITECT ° AV D0 o ° L. C . LANDSCAPE CONTRACTOR `1 MIN. MINIMUM 1 , d ca M .T. MULTI -TRUNKED I & ev d e 0 . C., ON CENTER v W0 RWD . REDWOOD I ( 'S a � S . L.A. SELECTED BY L.A. r / SPEC. SPECIMEN 5 4 SP. V l �t-tl=ert6z SPREAD I /r � . 55 , .� %5 F 5 6 ,� W z - 7-- , o NOTE: REFER TO SHEET -#6 FO _--," > � O S 9 5 � e 4 0 PLANTING DETAILS a SHEET 9 • � FOR PLANTING SPECIFICATIONS, = G G + + PLACEMENT OF TREES SHA LL BE t t , + TYPICAL STREET LIGHTING APPROVED BY THE CITY INSPECTOR. OR. W Q ; w AJ DESCRIPTION OF REVISION DATE CITY APPROVED 1 09MkA LA CITY OF RANCHO CUCAMONGA LLJw `TERRA VISTA Z y � "° ' TRACT NO. 13304 MOUNTAIN ri . .ONOTE. O _ � � DATE STREET TREE PLACEMENT SHALL BE 5 - PLANTING PLAN U _ MIN. FROM ,BACKY;ARD STEEL THRU TRACT 13384 _ •� 1+ DRAINS ALONG MOONTAIN VIEW DRIVE AND TERRA VISTA PARKWAY. �� OF CAL LEWIS HOMES APPROVED BY: ! DATE. l 3U 90 L �It TFR CITY ENGINEER RC.E NO.22397 � E Spt_=F_ F' F STIUH R,1 — �•� DESIGN RECOMMENDED _ Land Concern, Ltd. 1750 EAST AST DEERE AVENUE SHEET SANTA ANA CA 92705 PHONE (714)250-4822 8 of 9 N.T.S. HE K C C ED Dg AWING D WI N NG 0 KEY M 1":20' - RCE NO AP / — _ DAT FILE IEE NO SHEET N0.4_& 4� CONCRETE 9.STAKING MATERIALS ft At the endof :ne I80 day maintenance period dl I watennq b-In, 1. SCOPE A. Tree staking shall be as per detail. In lawn areas Shall be leveled t0 finish grade and the area Furnish and install all concrete work complete as indicated on the shall De sodded with the specific sod. B. Tees for ho ding trees sea be a5 per detail. drawings and specified including: A. Furnish and set all reinforcingsteel, bolts, and anchors. IOLGiRADiNG AND SOiL PREPARATION 1>s. WATER die A. Immediately after planting, rater shall 0.e applied to each tree B. Install all Items required by other trades which are to be cast into A. Contractor is to finish grade to within 1/10th of a foot or, 1' by means of a hose. The water shall be applied in a moderate concrete. below paving where paving exists. stream in the planting holes until the material about the roots is completely saturated from the bottom of the hole to the top C. Concrete mow strips, footings for walls, fencing, benches, etc., B. Moisture Content - The soils shall not be worked when the of the ground. where applicable. moisture content is so great that excessibe compaction rill occur, and not when it is so dry that dust will form in the air B. Plants ystem cannot De watered y means with the existing Z• GENERAL or that clods will not break readi Ty, Mater shall be applied if rater system shall be watt red by means of a hose. necessary to provide ideal moisture content for tilling and for C. Apply water in sufficient quantities, and as often as seasonal All requirements of subsection 3.31 standard specifications for Pla"ting' conditions require, to keep the ground wet at al, times, well Public works construction, shall apply except as specified herein. C. preliminary Grading - Preliminary Grading shall be done in such below the root system of grass and planting. Care is to be taken in watering slopes so as not to cause erosion damage. s. MATERIALS a manner as to anticipate the finish grading. Excess soils shall be removed or redistributed before application of D. Following the planting of ground cover plants furnished in A. Portland cement shall conform to ASTM-C150, Type I or Type 11. fertilizer and mulch. where soil is to be replaced by plants flats, each plant shall be immediately and thoroughly watered by and mulch, allowance shall be made so that when finish grading B. Concrete aggregate shall con'orm to ASTM-C33. has begun, there shall be no deficiency in the specified depth means of a hose with a slow-running stream of water. of mulched planting beds. 19.TREE STAKING C. Yater shall be clean, free from strong acids, alkali, oil or organic matter. D. weeding - Before and during preliminary and finish grading, all Stake all non-guyed trees at time of planting by Placing stake in the reeds and grasses shall be dug out by the roots and disposed of prepared hole and driving it 18" into solid ground. Plant the tree as close to the stake as possible without crowding the roots. Fasten the D. Admixture for all formed concrete shall be SIKA Chemical Corp'z off site (except those reeds and grasses not of the Perennial "Plastiment" or approved equal, applied in strict accordance with type, less than 2-1/2" high and not bearing seeds, which may be tree to the upper end of stake in at least three places using X-It tree manufacturer's directions. turned under). Oats more than 2-112" high and not bearing seeds braces. may be turned under. Perennial weeds and grasses to be removed 20.ESPA JERNG VINES E. Reinforcement: reinforcing steel ASTM-0.15 and ASTM-0.305. include, but are not limited to, the following: Wirefabric ASTM-A185. All trellises and stakes are to removed from Plants and tee Plants Nut Grass Puncture Vine Dallas Grass Mustard Plant shall be fastened and trained against fences or walls as directed by t' F. Forms Alfalfa Johnson Grass wiry Meed Morning Glory Lifv, 11 Lumber shall be "construction grade" douglas fir- e. Augustine Grosz (2) Plywood used for forming shall be at least 5/8" thick, and edge 2 1.CERTIFICATES sealed. E. All planting areas shall be scarified to a depth of 12 inches below grade with the spacing of the ripper teeth no greater than In addition to any other delivery certificates bulk materiaed. Contractor the turn G. Expansion joint filler shall conform with ASTM-D1751 (premolded). 12 inches on center prior to placing conditioner and a certificate with each delivery of Dulk material, stating the source, fertilizers. All rock and debris more than 2" in diamter shall quantity, and type of material and that the material conforms to the 4. CONCRETE be removed from the site. Sprtificationsre11irements.also For bulk delonetweight,m ificate oragac fertilizer, the q percent of Nitrogen F. Trenches - If sprinkler system is installed after radio and and percent of Phosphoric acid. For each fertilizer and soil A. (�uali[Y D Y grading conditioner, in containers, a similar certificate or invoice shall be (1) Contractor assumes responsibility for the design mix and ferning is completed, the upper portion of the backfill guarantees the specified ultimate strength es indicated or shall be retilled and fertilized to the depth specified for the furnished stating total quantities by weigh[ and volume for each area required, to conform to the specifications. material. These certificates snail be submitted to the L.A. and city prier to rho start of the maintenance period. specified herein. (2) Concrete, minimum 28-Jay ultimate strength shall be 2000 psi. i.FINISH GRADING 2 o�� (3) Ready-mixed concrete mall conform to ASTM-C94. hen preliminary grading, including weeding and fertilizing, has been the Contra snail carefully and continuously Protect all areas included omplete and the soil has dried sufficiently to be readily worked, all the Contract, ie of the plant materials, fences, supports, etc., until B. Proportions and Consistency final acceptance of the work by the L.A. and city. - - - -- - - - awn and planting areas shall be graded to the elevations indicated on he drawings. Grades not otherwise indicated shall be uniform levels or (1) The proportions of aggregate to cement shall provide a dense mixture which will readily work into all corners of the forms 3..lopes between points where elevations are given. Minor adjustments of 2MANTANCE and around all reinforcements without any segregation of the finish grades shall be made at the direction of the city, if required. materials, cause excess free rater to collect on the surface or Finish grade shall be a smooth, even and uniform plane without abrupt A. Contractor shall iAaintain a sufficient number of men and cause excessible bleeding of the forms. change of surface. Soil areas adjacent to buildings to allow a natural adequate equipment to perforin the work herein specified. Plan run-off of water, and surface drainage shall be directed as indicated on (T) The recommended practices of the American Concrete institute maintenance work shall consist of applying water, weeding, caring for plants, including groundcovers, shrubs and trees, f shall be followed in all applicable procedures. The maximum the drawings by remodeling surfaces to facilitate the natural "run-off" edging, aerating, and mowing of lawns, fertilizin and control m slump ;hall not exceed three (3) inches forr footings, slaps ongrade, and mass concrete five (5) inches for foundation walls. of water. Lour spotsand pockets shall be one inch below grade of adjacent Davent of any kind. Grading shall be done when soli is at of pests and diseases. optimum moisture content for working. B- Damage to any planted area sflall be repaired immediately. C. Control Depressions caused by vehicles or foot traffic shall be filled The concrete quality, proportions, consistency, etc., is subject to 12.IMETIiOO OF PLANTING AND WORK PROCEDUiE With topsoil, leveled, and replanted. Exterminate gophers and /►�y' moles, and repair damage. approval pp Owner, and no changes shall be made without his pn or LANDSCAPE CON,;.rMTi0N A. No Plant,ng shall be done until all operations In coal unct ion Written approval. t SCOPE with the installation of the sprinkler system have been C. The entire protect shall be maintained for a period of 180 days completed, final grades have been established, the planting areas commencing from the time all items of work have been complete to S. FORMWORK The work of this section includes all labor, materials and equipment have been properly graded and prepared as specified, and the the satisfaction of L.A. and city. A. furms for concrete work shall be either metal or wood. Forms that required to complete the work indicated on drawings. The work shall be work approved by the city. are warped or that do not have a smooth straight upper edge shall not performed In ac_orda rice with the best standards of practice relating to D. The project shall De cared for ;n d neat, clean condition at all ervision of a com etent B. The relative position of all trees and tants is sub eco to limos to the satisfaction of city and L.A. the various trades and under the continuous Supervision be used. forms shall be set with the upper edge of the board true to D D p 7 I Ine and grade and shall be Staked rigidly In place with stakes set foreman, capable of interpreting the drawings and these specifications. approval by the City and shall, if necessary, be relocated as 2 not more than four feet (4') apart so as to remain immovable The work Inclosed in this section is as follows: directed as Dart of the Contract. WN MANTANCE throughout the construction. All forms shall be approved by Owner A- Wa terin - water ever 4a once r y ritnin a tolerance of one percent (1.). All materials shall be Finish grading for planting, soil presparation, fertilization, planting, C. All plants slid 11 De removed from thier container and set so _9 Y Y De da far,two weeks and a curd el y and separately weighted and mixing shall continue until ncluding lawn, maintenance, inspection and certifications, guarantees, that, when settled, they Dear the same relation to the required therefter gradually redu.r frequency of watering to three times Per week. Contractor sh,,Il the distribution of material is uniform and the mass of concrete is clean-up, staking, e continue to maintain the lawn until g. guying, and esDarli n ng, miscellaneous allowances. grade that they bore to the natural grade before being final acceptance by the L.A. and city. transplanted. Each plant shall be planted In the center of the homogeneous. B. Two and one-half (2 112) gallons of rater per cubic yard, shall be Z. APPROVALS poi and oasoilI nckfil unless otherwise specified, with the prepared soil. No soil to muddy condition shall be used for backfilling. B. Fertilizing - Apply 16-6-8 at the rate of 5 pounds per 1,000 wlo and from the mix a[ the Plant, and all or a Portion may De added No filling will be permitted around trunks or stems. All broken square -feet three weeks after installation and water immediately to the mix at the job site as directed by the Inspector. The A. All sprinkler work slid 11 inspected and approved prior to the start of or frayed roots shall be properly cu[ off. thereafter. concrete shall be mixed at least 5 minutes after such water is added any work. D . DissPest Control - Two weeks after installatin of lawn, and not less than 3 minutes of this time shall be Immediately prior D. L.A.pl A. and/or city shall supervise the placing and planting Of all -ea--aes - - -- to the discharge of the batch. Total mixing time after adding B. Prior to excavation for planting Or placing of stakes, locate all Plants. apply gram mercurial fungicide of 1.8i mercurous chloride original!nal water shall be at least 15 minutes. utilities, elects c cables, conduits, sprinkler lines, heads, valves, as per manufacturer's recommendation. C- Concrete which Is not Placed within 90 minutes after the introduction and valve control wires, and all utility lines so that prober E. In the event that underground construction work or obstructions precautions may be taken not to damage such improvements. In the are encountered in the planting operation, alternate locations D. rotary - The lawn shall it mowed at a height of 1-112" with a for plant material rill be selected D rotary mower, equipped clip rollers, before it reaches 2" in of cement and water, and concrete welch has stood for 30 minutes event Of a conflict Detreen such lines and plant locations, promptly D y L.A. and city operation notify the City Inspector who shall arrange for relocation for one Will be done at no extra cost to City. height. Collect grass clipping during mowing operations and atter leaving the mixer, shall not be used. remove from the site. or the ocher. Failure to follow this procedure places upon Q. CONVEYING AND PLACING Contractor the responsibility for. at his own expense; making any and 13.PLANTING OFTREES After each cutting, the edge of the grass shall be trimmed to a A- Before pouring, all forms shall be thoroughly cleaned and made tight. all repairs for damages resulting from work hereunder. A. Position plants in locations indicated on drawings and Secure neat and uniform line. The lawn edges shall be maintained The bottom of trenches shall be wet down before pouring footings: earth shall not be muddy at the time of pouring. Concrete snail not as gUANTiT7E9 AND TYPES approval before excavating pits, making necessary adjustments as neatly at all times. indicated. be placed until reinforcements, rough hardware, and forms are Plant materials shall be furnished in the 2s• AND Sm"AREA MANTANCE quantities and spacing a5 B. All pits for-trees shall De dug square with bottoms level, the approved by Owner. shown or noted for each location and shall be of the species, kinds, length of sides and depth equal to two times the draw ter of the N. wdte n ng - new planting shall be watered once per day for two sizes, etc., as symbolized and/or described to the "Plant Material tree ball. Compacted soils at sides and bottoms shall be (2) weeks after installation. Reduce watering to every other Legend", as indicated on the drawings. The L.A. has prepared this list 1day for the next two (2) weeks. water thereafter three 3 8. Before depositing new concrete against old concrete, all laitance soothed by scarifying or other approved method. Pits shall be ( ) shall be removed, and the surfaces roughened to expose the embedded only as a convenience to Contractor and assumes no responsibility for its backfilled with "prepared soil" to the required grade, and the times per week until final acceptance. aggregate. The surfaces shall then be covered with cement grout, accuracy. The Landscape Contractor is to verify all sizes and of using the specified mix with 112 of the course aggregate omitted, nuantitits. settled settled by by the pit felled with "prepared soil", thoroughly water application. B. fertilization - Fertilize three (7) reeks after planting with 1-112" thick. pounds 16-6-8 Per 1,000 sq. ft.; fertilize thereafter every C. Conveying and placing of concrete shall De done so as to prevent 4.VERIFICATION OF DIMENSIONS AND WANTiTIES C. Set plants incenterof pit, an a vertical position, so that sonveyinon of ingredients, and to no case shall the free fall exceed Dimensions „re approximate. 9erore proceeding with any work, Contractor crown of ball will be level with finish grade arter allowing for thirty (30) days. 6 feet. Tremies shall be used as required. Surfaces of concrete shall verifyall dimensions and tate ring and grasetde at and shall Dear the same relationship to quantities and shall immediately inform the finish gr ode that It did to the soil same relationship the C. Disease and Pest Control - For control of slugs and snails, L.A. and City of any discrepancies between the drawings and/or container. apply Delle[ized trcaln um araina[e 5 by weight and shall be kept reasonably level, with a minimum amount of concrete metaldehyde i by weight az per manufacturer's recommendations Dein allowed to flow after beim laced. Placing shall be specifications and actual Conditions. No work Shall De done in any area g g D 9 performed as a continuous operation until each section is completed. where there is such a discrepancy until approval for same has been given D. Prepare depressed water basin as ride as plant Palls at each by L.A. and city. two weeks after installation. D. Concrete mall be Spaded and vibrated with mechanical vibrators to plant. water thoroughly, backfilling any voids with additional a maximum subsidence,spawithded separation of ingredients.vi The moving s. INSPECTION prepared planting mix. For control of cutworms and other soil insects, apply Metro brand ootid nn as per manufacturer's recommendations two (2) SHRUBS, after installation. This product contains Dieldrin, of concrete by vibration will not be permitted. A. All inspections shall be made by L.A. and city. Contractor shall 14.PLANTING VINES,SHRUBS,AND GROUND COVERS Lindane and Phosphorothioate. request ins and t least two (2) days in advance of the time 7. GROUT inspection is required. A. vines ,no shrubs sra i oe planted in pits at least 18" greater Exterminate gophers and moles and repair damage. A. Grout shall be composed of one Dart Portland Cement and twoP arts of in diamter than chef• ball of earth and at least 12" below the fine aggregate by volume. Materials snail be mixed dry and rater B. inspection will be required for the following parts of the Work: Potton: of the ball. Compacted soil at bottom of Dot shall be D. Pruning - All shrubs and trees shall be pinch pruned as looseded and the pit filled with "prepared soil" to the bottom necessary to encourage new growth and to eliminate rank out her added just sufficient to make the mixture flow under its own re•ght. growth. Old flowers, and dead foliage and limbs shall be B. For dry tamp cement grout, a minimum of water shall be added to the (1) During finish grading and SOLI preparation. of the ball, when the plan[ has De de properly set, the pot mix so that when wet sample Is squeezed hard ,n the hand, surface shall De filled ed the required grade with "prepared so shall and removed. ai manor pruning shall De done without [0.e approval of (2j Plants, after delivery t0 site and prior or t0 Planting. thoroughly settled by tamping and watering. All vines shall be the city maintenance inspector. moisture, but no free water, shall appear on the simple. Do not mix removed frog Stakes, untied, and securely fastened in an (3) when vines, shrubs, and trees are spatted for plant;ng, but approved manner to the wall, fence, or other surface next to E. weeding - All planting areas including lawn, groundcover and more than can be used In 30 minutes. planting holes are not excavated. which they are platned. shrub areas shall be kept creed-free at all times. Weeds shall S. CURiNG AND PROTECTION be dug out by the roots and disposed of oft site. (4) Specimen trees at source, before delivery. B. Prepare a depressed water basin as wide as plant balls at each Upon completion of the IBO day maintenance period, the Contracoi A. All e.posed surfaces of concrete shall be protected from damage due plant. Mater thoroughly, back filling any voids with additional shall fertilize per •26 - L-awn Maintenance an4 •27 Groundcovers to temperature, elements, and construction operations. (5) lawn areas prior to planting. prepared planting mix, and Shrub Area Maintenance of these Spec f ua U sn5. B. Curing (6) Planting areas prior to planting. C. Ground Covers 26. GUARANTEE AND RE'PLACMENTS (1) All exposed surfaces of concrete shall be protected from (7) All landscape construction items, prior to the start of the (1) Pits for flat sized plants to be at least 6"x6"x6". Ground premature drying and freshly placed concrete shall be protected calendar day maintenance period ("Final Inspection"). cover areas shall be moistened prior to planting. No flat A. All growsh,uth and eaIthgrounfor a shall be guaranteed by Contractor as against wash D rain. All concrete shall De kept wet for a plants shall be planted in dry soil. to growth and health for a period of ninety (901 days atter g y ( completion of the specified maintenance period, and/or final period of ten days after tan n In order that curls water 8) At completion of 1ti calendar day maintenance period ("Final Y placing. 9 may reach both surfaces of Ovalis, the forms shall be loosened Maintenance Ins section"). a and rater shall De poured over the tops of the walls and allowed (7) Set Plants in center of pets so that crown of plant will De acceptance y the n[y. trees up to 20" box sire shall be level with finish grade after settling of soil, then guaranteed by Contractor to live and grow In an acceptable is run down between the concrete and the forms. (9) Inspection reports shall be made for each inspection by the backfill and Water. upright position for a period of six (6) months after completion L.A. and one copy shall be submitted to city and Contractor. of the specified maintenance period, and/or final acceptance by (2) All liquid curing compounds shall be used in accordance with the manufacturer's recommendations and shall not be used on surfaces (3) Flatted notnts shall be well-rooted with runners at least the city. Trees In 2D•' boxes or larger, and all field grown receiving concrete hardener. A. CERTIFICATION a" but not more than 6" ,n length. specimens Shall ri guaranteed by Contractor to live and grow in 9, DEFECTIVE CONCRETE an acceptable upright position for a period of one (I) year Prior to nob acceptance, written certifications shall be submitted to the 15. TREES AND VINES OCCURNG IN LAWNS after completion of the spen fled matntena vice period, and/or A. �oricrete which IS not in accordance with these specifications, ^ut of City for the following: n ty dCCeDtdCP. line, level, or plump; snowing structural cracks, rock packets, preparationreps amu Ines hose areas. ,n lawn shalt De planted before final B. All plants that show signs of failing growth at any time during pre Va ration of those areas. - the life of the Contract, Including the maintenance period or A. Quantity and Quality of Comore rc Lal Fertilizer and Organic those plants injured or damaged as to render them unsuitable for voids, spalls, noneycomning, exposed retnforn ng or other damaged surfaces shall be considered es defective. Fertilizer. i6,CARE OF PLANTS Bt:FOR AND DURING PLANTING B. Quantity and Quality of all Soil Amendments called for by Plans the urpose extended, shall De immediately replaced in kind and p Plants snail not be a',lowed to der out :,I -re or wnilr being planted. sire at the expense of the Contractor. and Specifications. keep exposed rusts moist by means of wet sawdust, peat moss or burlap at B. All fins and Irregularities shall De removed from exposed concrete all tunes during planting operations Do not ex ose roots to [ne air surfaces while the concrete is still green. Where patching Is 7 MATERIALS p 9 D D C. Contractor shall, within 5 days notice by the City remove and except th ee D , placed ,n the ground. W,Ited plants. wAe trier ,n place replace all guaranteed plant materials which for an required, all loose and unf/rm concrete shall be removed prior to D y reason foil patching. Minor rock pockets and honeycombing shall be patched with or nut, rill not De accepted and shall De replaced a[ ode Contractor's to meet the requirements of the guarantee. Re D 9� D y 9 P Plant materials indicated on drawings and Herein specified shall conform q 9 Placement shall be dry pack concrete. to the following expense. made With pant material as indicated or specified for the original planting, and all such replacement materials shall be 10.CONCRETE FINISHES A. Nomenclature - Plant names indicated on the drawings conform the 17.WATEANG BASINS guaranteed as specified for the original guaranteed materials. "Standard Plant Names" established by the Amen can Joint _n t,u,t d •irmly compacted mound of soil around each tree and Z 7 CLEAN-UP f at surfaces she De screeded to the required levels and slopes and Cow ittee on Horticulture, Except for names Covered therein, the n plant tc forma watering basin at the edge of and following the then any excess water and laitance removed. Concrete shall be established custom of the nursery e, followed. shape of the planting pit area. Mounds for trees and for vines Upon completion of the work in this section, Contractor shall remove all compacted with a grid tamper and then floated to a true level surface from 5- dllon or larger Containers, otherwise specified shall be Within the tolerance of 1/8" along a 10" straight edge. B. Cond,t_ion - Plants shall be symmetrical, typical for variety 9 9 D rubbish, trash and debris resulting from the tare area i remove disused at least 4" high. Mounds for all other trees, vines or plants equipment and implements of service; leave entire area involved in a neat and species,es, sound, healthy, vigorous, free from plant disease, not otherwise specified Shall be it least 2" high. Excavated and acct table condition Such as t0 meet the approval See plans for concrete finish In landscape areas. Insect pests, or their eggs, and shall have ii normal root P DD oval of the city. Systems, well-filling their containers, but not to the point of earth, ,f capable of retaining ng water, may water used. Any 11.EXPANSION JOINTS being root bound. Plants shall not be pruned AT ANYTIME, and In settlement within g the with retaining water shall De refilled no case shall trees De topped. to the required grade with prep red soil, and additional Placement of expansion joints shall be as directed and determined by m trogen std bl11 tied sawdust worked into the surface as required layouts of slab markings noted "E.J." on drawings. Expansion joint to restore the mulched condition. Y 9 9 D material Shall be Quick Joint, or approved equal, or as noted in C. Dimensions - The height and Spread no all Plant materia aha PD De measured with branches in their normal Position, and shall be Plans. as indicated on the drawings. The caliber of all trees shall be measured 4'-0" above the surface of the ground. Where caliper 12. PROTECTION of other dimensions of any plant materials are omitted for the "Plant Legend", All finished concrete work shall be barricaded to pedestrian traffic bshall be understood that these Plant e materials shall De normal stock for type listed. for three (3) days. Barricades shall be placed immediately after concrete finishing. Contractor shall furnish, place, and remove all D. Ins ection - All plant materials must have been previously of his own barricades. Contractor Shall be responsible for any inspected at the nursery by the County Horticultural Department, damage to new construction and replacement or repair of the work and shall be subject to the inspection and approval of the L.A. shall be made without added cost to the City. before planting. 13. PATCHING E. Plant List - Is indicated on drawings. If patching ,s necessary and permissible, a bonding agent such as F. Sizes of Plants - Shall be as stated on the Plan. Container CITY y 9 9 stoCk-�-gallon, 5-gallon, and 15-gallon) shall have been grown DESCRIPTION OF REVISION DATE Weld-Crete, orequal, shall be used. It in containers for at least one ;1) year, but not over two years. APPROVED 14. CONCRETE ORBS CITY OF RANCHO CUCAMnN_ _nA G. Substitutions - Substitutions for the indicated plant materials Construct concrete curbs at locations shown on Plans as detailed, will. be perp tted provided the substtoute mater•als are approved t,ue to line and grade, as approved by the local County or City. Use !n idvarce by the L.A. and the substitutions are made at no natural grey Portland cement concrete, 2000 psi compressive strength. additlonal cost to the Owner. Except for authorized variations, Locate expansion joints as detailed or shown, and as directed, at all substitute plant mate rials shall conform to the intervals not to exceed fifteen feet (151. l to f with steel requirements of these specifications.value If the accepted specified, TERRA V I S T A trowel, then brush with bristle brush parallel to face or edge. ma[e n els are of a less value than those indicated or spen fled, the Contract price will be adjusted ,n accordance with the ,a.eLEAN-UP provisions of the contract. TRACT # 13304 Upon completion of all concrete work and before final acceptance, H. Plar is Not Approved - Plants not approved are to be removed from Contractor shall remove all tools, surplus materials, apparatus, site immediately and replaced with suitable plants. The L.A. debris' ebns, etc., from the site and the site shall be left ,n a clean, and/or treserves the right to reject entire lots of plants SPECIFICATIONS neat condition acceptable to C,ty. represented ennteded by detective samples. . 8 FERTILIZERS AND SOiL CONDITIONERS Samples of all soil ammendments, sod and plants shall be submitted for inspection led. and stereo one the auto until furnishing materials of ec t`�F RNIA NQE=WIS HOMES completed. Delivery may begin upon approval of samples or as directed by Q L.A. and the City. �� Jrc A. Organic fertilizer aha„ f et processed sewage sludge with a :v M• �A/w '�� APPROVED BY. DATE: / Y w minimum content of 11 nitrogen and 2. Phosphoric And similar to � � `• "Nitrofiumus". Method of processing shallnotdestroy normal �� ;- �� CITY ENGINEER Ft N0. 2397 bacterial content. C) /' n B. Nitrogen stabilized sawdust shall be bulk with the followingLJLJ ca LIC, NC. 1283 DESIGN RECOMMENKO nitrogen content based on dry weight: f_ _ /(J4G Land Concern, Ltd 0.51 for Redwood Sawdust DATE 1750 EA 0.11 for fir Sawdust 1.01 for Bark or Pine Bark or Mixure DRAWN ST DEERE AVENUE SHEET Salinity - The saturation extract conductivity shall not exceed PSANTA ANA CA 92705 9 9 OF CA�llE CHECKED 3.5 millimhos / Cm at 25C. TAT �5(l�\ AV PHONE (714)250-4822 OF Commercial fertilizer shall be delivered in sacks with manufacturer's R.0 E. NO DRAWING NO label showing weight and analysis attached to each sack. Q)L yT DATE FILE NO SHEET HO.40F_0V