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Vicinity Map �`1 1 I ►RHOPOSED CAFFEY REGIONAL RANCHO CLICAMONGA CITY LIMIT 1 I 'ARK �..�..�..� .. CNAi FF v �1 COU EC# BANTAN ST l we— cc J I ♦ C� L LKE - • _ \ � . W PROPOSED FOOTHILL 19114 ST FREEWAYLAA I •� 7rEFIFI is SASE LME IIOAO JO1, N '090 ECT SITE\ u FONTANAJL n FOOTIL - II LVO Q' .� IO ipOTN<l .OIAf%am -- UPLAND W Amow ROUTE PROJECT SITE w ATOySON rCp"A•SANTA EE STREETSCAPE I � _ ..i �N � Iz .5 ii SAN sE10uN0040 wt"A ONTARIO ' ONTARIO INTERNATIONAL MOUNTAIN VIEW DRIVE AIR►ORT TRACTS 1267111111111111111 & 12671 - 2 HARDSCAPE General N 1 . CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THOROUGHLY PRIOR TO BEGINNING WORK. Z. COKTRACTOR TO CONTACT LANDSCAPE ARCHITECT & CITY INSPECTOR PRIOR TO START OF CONSTRUCTION FOR PRE-JOB MEETING. ALLOW 48 HOURS LEAD TIME. 3. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT AND CITY INSPECTOR TO REVIEr HARDSCAPE F6RI.1IIiG PRIOR TO POURILL. ALLOW 48 HOURS LEAD TIME. 4. CONTRACTOR SHALL NOT MAKE FIELD CHANGES TO PLANS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT.AND CITY INSP=QR UNAUTHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO THE OWNER. 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 6. CONTRACTQQR TO PU L AL I�ECE SART BUILDING PE�M�ITS J��',I1EEO TO COMPLETE JOB. GoN-flcac--To2 SPK^LA- ab"�.•.It�1 AN �Nc, ACHII+'1 NT I�CIV+'1/ FRCiln -CHE- C-IT T r-14 {7<��INew poviStON,PK_IoiC- -fb L4Pgn11ENC-IN<i WORK. IRRIGATION 1 . CONTRACTOR TO MARK ALL VALVE BOXES WITH A WHITE 2° STENCILED LETTER INDICATING THE CONTROLLER AND STATION NUMBER. .%*09101 Z PAINT ALL B BY THE LANDSCAPE A VALVES , HEADS NEAR ACITY KSPECAONRD EXPOSED CONDUIT WITH OLIVE GREEN PAINT DIRECTEDAS 3. FINAL LOCATION OF CONTROLLER TO BE DETERMINED IN THE FIELD •WITItAPPROVAL OF CITY & LANDSCAPE ARGHITECT. 4 . REFER TO GENERAL IRRIGATION NOTES ON IRRIGATION PLAN. W uc. NO. 1 ., PLANTING mei Lewis O 1 . ALLTHE TREES ARE TO BE SELECTED BY THE LANDSCAPE ARCHITECT . BIO HILLGRt�T TREE PRICES. CONTRACTOR IS TO SPOT Al 4"L PLANT MATERIAL AND LANDSCAPE ARCHITECTS CITY INSPECTOR APPROVE THE SPOTTING PRIOR 2• TO THE EXCAVATION OF ANY PLANT PIT. ALLOW 48 HOURS LEAD TIf'E.ANY iREE,SHRUB OR VI IE THAT IS PLANTED WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR BE MOVED AT THE CONTRACTORS EXPENSE, 3. REMOVE STAKES FROM ALL ESPALIERS AND VINES AND ATTACH TO WALLS, POSTS ETC . PRPL �-TRIC PRIOR' TO PLANTIttG INSTALLATION CONTRACTOR SHALL HAVE SOIL TESTED AND SEND RESULTS TO PUBLIC WORKS INSPECTOR 4' REFER TO SPECS : FOR SOIL PREP . INFORMAT ;ON , RANCHO CUCAMONGA , CALIFORNIA 5.- COKTRACTOR TO CONTACT LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR FINAL INSPECt ION WHEN INSTALLATION IS COMPLETE, AND FOR A FINAL MAINTENANCE INSPECTION AT THE END OF THE MAINTENANCE PERIOD. TRACT 12671 - 1 SQ . FT . IndexI Sheet884 TURF 19 NO. DESCRIPTION GROUND COVER 19900 - X TITLE SHEET TRACT 12671 -2 SO . FT. 1 IRRIGATION PLAN TURF 29620 Land- Co cern • 2 IRRIGATION PIAN GROUND COVER 29412 Architecture Planning 3 IRRIGATION DETAILS Land • • 4 ;PLANTING PLAN ,:p r-41; CM COW air-9 5 $PLANTING PLAN DESCRIPTION OF REVISION DATE CITY 1APPOROft6 1750 East Deere Avenue 8 PLANTING_& IRRIGATION PLAN CITY OF RANCHO CUCAMONGA Santa ACalifornia 92705 7 .SPECIFICATION TERRA VISTA CAPE ( 714) 250=4822 8 ''TRACTS 12671-1 STREET & 12671--2 9 LANDSCAPE MAINTENANCE DISTRICT #4 10 LEWIS HOMES 11 APPROVED BY] ,,)� 19111:�-QATE: CITY ENGINEER RC.E NO.14 230 DESI;N RECOMMENDED Land Concern, Ltd LJb DRAWN 1750 EAST DEERE AVENUE SHEET ' SANTA ANA CA 92705 PHONE (714)250-4822 of CHECKED 43uoyoRCE NO DRAWING NO M.SWEENEY DATE I FILE NO I I I dw OW0-0aw GENERAL IRRIGATION NOTES00 00 • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR am dow DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS wo go- AS NECESSARY. wow . woo • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN 1T IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT i AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE i BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY 11 FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. aw • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CONTRACTOR Ul 00 SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND COUNTY REQUIRMENTS FOR BOTH EQUIPMENT AND INSTALLATION. /� >. o ,A • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT AUTOMATIC CONTROLLER "T" TO BL00. EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE A CALSENSE #2000 (24 STATION) 0 i� WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. IRRIGATION CONTROLLER, CONTROL- Z 0 ' Q. dow wo .00 • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR AND LER TO BE INSTALLED IN A MEYERS THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNERS :DCONTROLLER ENCLOSURE, #MEUG-1- AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. O M-285 ENCLOSURE. 11OV. POWER • 110 V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION COO j• 7 FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE RESPONSIBLE SOURCE TO BE PROVIDED BY OTHERS. (� , FOR FINAL CONNECTION TO EQUIPMENT. ACTUAL LOCATION TO BE VERIFIED r N 1 Z • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER ON SITE BY THE LANDSCAPE ARCH- ' 1 OF 114 DIRCT BURIAL TYPE. USE BLACK INSULATED WIRE FOR PILOT AND WHITE ITECT AND CITY INSPECTOR. r ` w V FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING w WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FT. INTERVALS. It o • PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" N 3 w MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED N w AREAS IS TO BE INSTALLED IN A PVC SCH 40 SLEEVE WITH 36" MIN. COVER. r Jp� SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. \ / A �/ Q • ALL QUICK COUPLER VALVES ARE TO BE INSTALLED 1N SHRUB OR GROUND COVER ` r � .00 AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN A B" DIA. c� GREEN PLASTIC VALVE BOX. � � CC _ • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE � / + WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE f TO BE 'DURA' DEEP SOCKET TYPE. do. Iy • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS � � _ � � TO PREVENT LOW HEAD DRAINAGE AND POSS1BlE SOIL EROSION. �A _ • ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS OR OTHER HARD- -' 1 0 SCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. ALL OTHER SHRUB SPRAY HEADS MAY BE INSTALLED ON STATIONARY RISERS AS DETAILED. r = • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF 11 RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE 1 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. • THE IRRIGATION CONTRACTOR SHALL BE RESP014C1BlE FOR THE COORDINATION OF ON-SITE INSPECTIONS WITH G.L. MOTSHAGEN i ASSOCIATES (714) 250-8077, ` TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: 'Irl • INITIAL PRE-JOB MEETING WITH THE OWNER AND LANDSCAPE ARCHITECT. • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF TRENCHES. • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR i VERIFICATION COMPLETION AND EXECUTION OF WORK PER THE PLANS = 00 //� �Z 1•:2 0'—O• b • THE CONTRACTOR SHALL PROVIDE TO THE OWNER, UPON THE COMPLETION OF THE JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL BE VERIFIED i FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. • THE IRRIGATION SYSTEM SHALL BE FULLY GAURANTEED FOR A PERIOD OF ONE (1) ` R ,Yt YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP SHALL BE POINT OF CONNECTION TO BE TO ANEXISTING 11 WATER METER TO BE REPLACED OR CORRECTED BY TILE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST T) TUE OWNER. PROVIDED BY OTHERS. CONTRACTOR �� TO INSTALL A FEBCO 825-Y ��rr 9 REDUCED PRESSURE TYPE BACKFLOVI PREVENTOR PER ALL LOCAL CODES. �00 /`f, POINT OF CONNECTION TO BE TO 1" WATER METER,METER TO BE PROVIDE- ED BY LEWIS HOMES.EXTEND MAIN SERVICE LINE,INSTALL A 11" FEBCO #825Y REDUCED PRESSURE NOTE: PRESSURE MAINLINE PIPING TYPE BACKFLOW PREVENTER PER ALL IS SHOWN IN HARDSCAPE AREA FOR CODES. ` � � DESIGN CLARIFICATION ONLY AND MAXIMUM STATIC PRESSURE: 65 PSI MAXIMUM DEMAND 28.5 GPM IS TO BE INSTALLED IN PLANTING WATER PRESSURE INFORMATION MOISTURE SENSORS FOR CALSENSE AREA AS NECESSARY. OBTAINED FROM: 1=� �•✓ CONTROLLER TO BE INSTALLED BY CUCAMONGA COUNTY WATER DIST. �u THE CALSENCE CO. PH. # (619) 438-0525 MR. RUSSEL SILVA (714) 987-2591 JULY 28, 1988 w / TRACT 0 \ l2� I 12671-1 00-1 g.l. motshagen associates., ltd. Mo�Nr .internationot krigatnon consultants •water monogement •plonning .reseorch '0I•� 3723 Birch Street, Suite 20 / Newport Beach, California 92660 CERTIFIED CONSULTANTS (714) 250-8077 The Irrigation Association �Fty TRACT 57,71\ �� 12671-2 W 1 t �atNM crtl > IRRIGATION LEGEND 1 �� Y MFG. MODEL NO./ DESCRIPTION PSI RAD. GPM: QTR. HALF FULL I �' �' F" im PRESSURE CALCULATIONS ° 2 22 C J i O WATER METER # SIZE: d o RAINBIRD 1812-22SS, POP-UP STREAM SPRAY SHRUB HEAD 15 10' 0.5 1 .0 1.2 IMTc �I H.G.L. ELEVATION 9 ,3.5 d • RAINBIRD (SIZ -16SLA LOW ANGLE STREAM SPRAY RbP UP 15 10 0.5 1.0 1.2 Q /375 X .433 = 59:5 PSS p RAINBIRD 1806-B15SST, BRASS STRIP SPRAY POP-UP 15 4x20'` 1.0 pF KEY MAP REMOTE CONTROL VALVE # T./ SIZE �J' � RAI 0 - 0 A P U RA" 5 6 • P Aw101AOD "F6 {�11�}• MAXIMUM DEMAND GPM I t� M�T ELEVATION d W�h�IFP I$IZ-SAM ('RS, lL SOP UIp S�Al NQS is $ Q, � 0.$ Q QI f WrSW 1fYAY'**V Ar W A&U., �� • PV71 WJ4q"4 I�VI� �� T� > PSI @ REMOTE CONTROL VALVE EALSENsE 00 AUTOPIATIC CO^TROLLER, SIZE AS NOTED ON PLANS. CITY II •ADklr'�T pl,�Y �� ,b•fp G�-�r DESCRIPTION OF REVISION DATE �'�`'� PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE ® GRI SWOLD DW-PRV SERIES PRESSURE REGULATING MASTER VALVE, SIZE AS NOTED ON PLAN. APPROVED / • 6rw��. I1 AJA, WATER METER _PSI LOSS I� s �� -rp BACKFLOW PREVENTER .0 It RAINBIRD G-SERIES REMOTE CONTROL VALVE, SIZE ASrrdOTED ON PLANS. CITY OF RANCHO C U CA M 0 N GA STRAINER � O RAINBIRD 33-LRC QUICK COUPLER VALVE WITH LOCKING YELLOW RUBBER COVER. OF,* MASTER VALVE " " TERRA VISTA GATE VALVE " FEBCO 825-Y SERIES REDUCED PRESSURE TYPE BACK PREVENTER, SIZE AS NOTED. • U• � � i m MAIN LINE fL(L �_� � �� i Wo 0 �,sp�lS� MAIN LINE ►Ti HAMhiOND 606 SERIES LINE SIZE GATE VALVE. MOUNTAIN VIEW DRIVE " " REMOTE CONTROL VALVE -T " -f�- KBI CV-300 LINE SIZE CHECK VALVE. TRACTS 12671 - 1 & 1267 1 -2 2" LATERAL LINE LEWIS HOM 0� 1 tt t. tt tt tt „ �--- AS APPROVED, SCH 40 PVC PRESSURE MAINLINE, SIZE AS NOTED ON PLANS. LANDSCAPE MAINTENANCE DISTRICT f4 *O 3 11" AS APPROVED, SCH 40. PVC NON-PRESSURE LATERAL LINE, SIZE AS NOTED ON PLAN'S. ' IRRIG TION PLAN �� 3/4.. 11 It =___ APPROVED 8Y: 7 1/2" " " 1_ .t „ - AS APPROVED, SCH 40 PVC SLEEVING FOR PIPES UNDER PAVING, SIZE AS REQUIRED. DATE: CITY ENGINEER RC.E N0. 22397 -TOTALLOSYSTEMILOSSES: �0 , DENOTES VALVE STATION NO. PIPE SIZE LEGEND DESIGN RECOMMENDED PRESSURE REQUIRED BY HEAD: 1!PSI --1 DENOTES GALLONS PER MINUTE 1/2" 1-1/4" MOTSHAGEN Land Concern, Ltd. LJ!: TOTAL PRESSURE REQUIRED: E7,7 PSI DENOTES VALVE SIZE REQUIRED - !--- 3/4" -�— 1-1/2" LANDSCAPE ARCHITECTURE- PLANNING AVAILABLE STATIC PRESSURE: 65 PSI DRAWN SHEET RESIDUAL WATER PRESSURE: ,(LPSI -�f 1" --�— 2" MOTSHAGEN 1 OF T CHECKED RCE No DRAWING NO M .SWEENEY DATE FIL O 1 ` 0.7 0 IRRIGATION LEGEND MFG. MODEL NO./ DESCRIPTION PSI RAD. GPM: QTR. HALF FULL C( o RAINBIRD 1812-22SS, POP-UP STREAM SPRAY SHRUB HEAD 15 10' 0.5 1.0 1.2 d • RAINBIRD ISIZ-16SLA LOW ANGLE STREAM SPRAY Q�(1P 15 10' 0.5 1.0 1.2 C p RAINBIRD 1806-1315SST, BRASS STRIP SPRAY POP-UP 15 4x20' 1.0 -101- P R 5 0' q(6 * IdFp Idz-W►rPRs a-"FOF-VP SPRAJ 14C405 t!r ID 0.4 0.8 I 0 CALSENSE 2000 AUTOMATIC CONTROLLER, SIZE AS N ANS. ® GRISWOLD DW-PRV SERIES PRESSURE REGULATING MASTER VALVE, SIZE AS NOTED ON PLAN. I PA RAINBIRD G-SERIES REMOTE CONTROL VALVE, SIZE AS NOTED ON PLANS. O RAINBIRD 33-LRC QUICK COUPLER VALVE WITH LOCKING YELLOW RUBBER COVER. FEBCO 825-Y SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTER, SIZE AS NOTED. 074 HAMMOND 606 SERIES LINE SIZE GATE VALVE. -{�- KBI CV-300 LINE SIZE CHECK VALVE. AS APPROVED, SCH 40 PVC PRESSURE MAINLINE, SIZE AS NOTED ON PLANS. AS APPROVED, -SCH 40 PVC NON-PRESSURE LATERAL LINE, SIZE AS NOTED ON PLANS. AS APPROVED, SCIS 40 PVC SLEEVING FOR PIPES UNDER PAVING, SIZE AS REQUIRED. DENOTES VALVE STATION NO. PIPE SIZE LEGEND .--*DENOTES GALLONS PER MINUTE 1/2" -- N 1-1/4" DENOTES VALVE SIZE REQUIRED i 3/4" — t 1-1/2" —# 2" 0 / T e 2 , 4 X70 1 ":2O'-0,. . 2` s- jM �y;' -T M ��o J o NOTE: PRESSURE MAINLINE PIPING IS SHOWN IN HARDSCAPE AREA FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED IN PLANTING Z� AREA AS NECESSARY. i i NOTE: lyy Thy f�.O MOISTURE SENSORS FOR CALSENSE z V/ CONTROLLER TO BE INSTALLED BY THE CALSENCE CO. PH. # (619) 438-0525 _ 26 ' UJ o� �p 00 TRACT _ _ 3p W - 0012 � 12671-1 OF 11 r ovN�'4/ '� 3f�'i�Y G� �$(W`Ui� o'er 1�i DESCRIPTION OF REVISION DATECITY TRACT APPROVED 12671-2 W ,W _ ►yr' T ��fl Z CITY OF RANCHO CUCAMONGA J _ N / a TERRA VISTA v _ soon MOUNTAIN VIEW DRIVE F' �Y" " J TRACTS 12671 - 1 & 12671 -2 Q -� a LEWIS E � LANDSCAP MAI D§TRICT f4 _ m _ _ _ IRR -T���V A N N KE � v Y MAP o � ► — - � N.T.S. APPROVED BY: + DATE: Z11777 f" CITY ENGINEER RC.E N0. 22397 DESIGN RECOMMENDED g.l. motshagen associates, ltd. MOTSHAGEN L.,E> •international irrigation consultants *water management *planning erescorch Land Concern, Ltd. _ 6DRAWN LANDSCAPE ARCHITECTURE-PLANNtNG SHEET 3723 Birch Street, Suite 20 »�� . —� . •.». . .•,•...�..., _ MOTSHAGEN 27 Newport Beach, California 92660 CERTIFIED CONSULTANTS Of (714) 250-8077 The Irrigation Association.00 CHECKED DRA I G N M .SWEENEY DATE F1 No i1 FINISH GRADE, TURF PLANTING 0 REDUCED PRESSURE BACKFLU1; DEVICE WITH 2 GATE VALVES, REFER TO PLAN FOk TYPE < ,. :� NOTE: ----a SATURAT'Z AND COi'ii'ACT QUICK•COUPLER VALVE, REFER TO AND SIZE OF EQUIPMENT. °� ALL- PRESSURE MAIN LINE UNDER LEGEND FOR SPECIFICATIONS BRASS NIPPLE, _ BACKFILL TO JO% TYPICAL BRASS UNION ` 11111= III PAVEMENT SHALL BE BURIED TO - .-- • ------ +� =1 IIIII HARDSCAPE SURFACE BY A 36 MIN. DEPTH G FINISH GRADE, SHRUB PLANTING BRASS ELL, TYPICAL = 1111 Milli OTHERS, SEE PLAN MIN, - 36" MIN.LENGTH 14 REBAR WATTS I77s LINE SIZEWYE o (III ^11111 CLEAN BACKFILL AS STABILIZER. ATTACH W/ (2) �% I KEY HOSENBIBB. LOOSE _/ ! REFER TO ENGINEER FORUIRED, STAINLESS STEEL-CLAMPS. _ �, Z SPECIFIC MATERIAL AND �� � � �/ � •' � � �v, !: COMPACTION- REQUIRDI1ENTS. 1_ II111 I =:I(I( 3/4" BRASS NIPPLE, O, I - - ,- II LENGTH AS cv1i CLEAN GRANITE SAND W op BRASS STREET ELL TYPICAL -- - - _ - N - - _ _ LATERAL LINE W/ SLEEVE 1111-1�11== � IIII II !111—I I I. II — ► Ili-1 I I z ��� 0 FINISH SURFACE BRASS NIPPLE, 6" MIN. LENGTH 1111=1111 = III=1I11�((( .=III = II -1111_.111 1 ' PRESSURE MAIN LINE W/ SLEEVE / FVC SCH 40 TEE OR ELL o; . III' 1111 1111- -�. t BUJ LOW VOLTAGE CONTROL WIRE - NON SURE ® —III IIII a `_' e • • S� oo LATERAL LINE OR PRESSURE MAINLINE, JIII oe C", SLEEVE SIZE AS REQUIRED •� DEPTH AS REQ'D. 'es FINISH ' e' -�-• PRESSURE 'MAIN' LINE LOCA*TFi 101 GHICIST GOnIC.2ETE NN�+E �e*C ,Bb 9 .o s�g,,�. GRADE PVC MALE 6 IN �woupp Go�E1� hl►HERE �' ADAPTER ,I DIRECT BURIAL, LOW NOTE: o ALL SLEEVES TO BE PVC SCH 40 PIPE VOLTAGE CONTROL W I RES 1 CU. FT. CONCRETE THRUST BLOCKS, TYPICAL. o ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE RUN uL BUNDLE AND TAPE TO WRAP PIPES WITH 10 MIL. TAPE. SATURATE AND PIPE AT 10 FT, O.C. COMPACT SUB-GRADE TO 90% PRIOR TO POUR. o ALL SLEEVES TO RUN A MIN. OF 12 BEYOND HARDSCAPE EDGES QUICK COUPLER VALVE BACKFLOW PREVENTOR PIPES UNDER PAVING TRENCHING NOTE: ROTE ` VALVES UP TO 2" DIA. SHALL HAVE APPROVED CHRIS-rY GoNc.2E1� ROUND USE SCH 40 PVC FOR ALL PIPE AfID FITTINGS STRONG BOX MODEL NO. SB-18 NOTE: MALLABLE IRON TEE HANDLES; VALVES VALVE BOX, W/ LOCKING COVER, rOR VALVE SIZES 1-1/2" AND BELOW, o CHRISTY CONCPETE `< STAINLESS STEEL ENCLOSUR 2 3 SLEEVES TO BE LARGER THAN 2" SHALL HAVE SQUARE • MARK 'G.V. ' W/ 2" WHITE LETTERS USE CLASS 315 PVC PIPE AND SCH 40 PVC VALVE BOX (OR EQUAL) WALL MOUNT AUTOfUITIC _ LER 0' SPLICE COAT,'r o OPERATING NUTS. FITTINGS FOR VALVE SIZES 2" AND LARGER. WITHLOCKING COVER. SEE LEGEND FOR SP i IONS ADB-2358 FINISH GRADE • COMPLETE EN .� ASSEMBLY AVAILABLE FROM: FINISH GRADE AVAILABLE PACIFI 'TION PRODUCTS GLOBAL SPAN PRODUCTS . 14 it III. �Iilll I11C11111 z -111=11' ''I;l IIIII CONTROL WIRES WITH LAG ".-S, CALIFORNIA CAMBELLO` CA5 95009 TWO WIRES THREE WIRES IIIII II ,IIII II UNION - _ -1111 24" EXPANSION COIL 8„ w P i 1) II37-�{�{GO BRASS (408) 379-2358 IIII II I BRASS 1111 a DISCONNECT SWITCH W1 { IIII - NIPPLE, TYP. ' I —• APPROVED TYP. o sV. GROUNDED OUTLET. WIRE CONNECTORS .- —�+ PVC. ADAPTER _ o MOUNTING FLANGE W/ BOLTS TO BE co , it PVC. MAINLINE, I : - 0 1 CU. FT. PEA GRAVEL SET IN 6" MIN. THK. CONCRETE PAD �i _ FOUR WIRES COVER AS NOTED 2 x 4 REDWOOD = ;�:. ---♦ FINISH GRADE 1 '}~ ' _ CLEAN AND STRIP WIRES. CONNECT WIRES WITH A SCOTCH-LOC OR EQUAL BLOCKING OR BRICK z 1I �111� II � • i =- i IIII 110 V. ELECTRICAL SERVICE ELECTRICAL WIRE CONNECTOR. WIRES ARE TO REMAIN CLEAN AND DRY TO LATERAL RIGID CONDUIT SLEEVE ENABLE SLEEVE TO PROPERLY SEAL. 1 CU,FT. PEA GRAVEL LINE 1111 111 ry .; EWER SOURCE 2. POSITION SLEEVE TO APPROX. 1/4" OVER WIRE CONNECTOR OR (FIG. 2). O 2 x 4 REDWOOD BLK'GC N PUSH CLIP OVER SLEEVE END AT EACH PAIR OF WIRES AS SHOWN. OR BRICK — LOt "''E CONTROL WIRES 3. SHRINK THE SLEEVE WITH A TORCH AT A LOW FLAME. SWEEP SLOWLY BACK _ IN 3 VC SCH SO AND FORTH AROUND SLEEVE UNTIL ADHEASIVE FLOWS AND SEALS AROUND f /� ,, LONG SIVE, WIRES AT EACH CLIP. HOLD TORCH 4 - 6 INCHES FROM SLEEVE, DO NOT BRASS UNION AND MAIN LINE TOUCH FLAME TO SLEEVES OR WIRES. AVOID SCORCHING. ALLOW TO COOL NIPPLES, TYPICAL 1/2" x 54" COPPER GROUND'G ROD, CONNECT TO 1 UTLET FOR APPROX. TWO MINUTES. GATE VALVE REMOTE CONTROL VALVE AUTOMATIC CONTROLL , WIRE CONNECTIONS 0 MYER' S r MEUG-I-11-285 12"HIGH-POP SPRAY. HEAD, ELECTRICAL/CONTROLLER SIIRUI3 ADAPTER Wf/ SP�,AY IIOZL - POP-UP SPRAY HEAD, f,EFCR TO LEGEND FOR SPECIFIC ENCLOSURE. PAI NT EXT- SEE LEGEND FOR SPECIFICAT TO LEGEND FOR SPECIFICATIOIJS ALL SPRY O ERIOR AS PER CITY RE- PVC SCII IID NIPPLE q FirllSlt GRADE ,; A HEADS TO -.CED (0 4 CLEAR OF ALL 1?E EDGES. U EME �� to dl�Tk� LENGTH AS REQUIRED NOTE: ALL SPRAY HEADS o� ul� WH(T��1 FINISH GRADE TO BE PLACED 4" CLEAR _ WALL MOUNT CONTROLLER OF ALL HARDSCAPE SURFACES. SEE LEGEND FOR SPEC- • N ALL HEADS TO (;E KEPTI I� h = I) _ � b::• IFICATIONS. _ © fIIN. O(' 4" ('('OM ,ANY Illi JIII ��I =TII— m Illi — 111 =1 I --- I - II►- Ii►i Illll I►II 1-111 �fl 1 X111 i II11 -__ IIARDSCAPE SURFACE , STREET ELL MOUNTING FLANGE WITH BOLTSilii I III III-=- — ((il IIII LATERAL LINE, SIZE AS NOTED - TO BE SET IN 6" MIN. THICK IIII IIIII IIII ^RLEX STREET ELL , TYPICAL P•1ARLEX STREET ELLS, TYPICAL I 1/2" PVC SCH BO 'NIPPLE, N ' E-Z TUBE' FLEXIBLE 8" CONCRETE PAD. 1/ VC SCH IID NIPPLE , 6 P MIN. LENGTH Y E, 1211 MIN. LENGTH 7 . 6" MI _ENGTII _ 4-------• F I r!T r-u GRAMPVC SCH 4 0 S x S x T TEE U R ELL ill • od air.. PVC SCH EE S x S x T mill.— - _ILII X11 1t N PVC LATERAL LINE, SIZE ° r PVC ERAL LINE AS NOTED ON PLAN �- LOW VOLTAGE CONTROL WIRES IN 3" DIA. PVC SCH 80 LONG SWEEP ELLBOW � � PVC SCH . •SxT TEE - OLSON ' E-Z SWING JOINT, __.. L ELECT. METER CONTROLLER ENCLOSURE SHRUB SPRAY ON RISER POP-UP SHRUB HEAD -12 HIGH-POP HEAD Capt "r 3.1S-Ik �v DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA MOUNTAIN VIEW DRIVE TRACTS 12671 - 1 & 12671 -2 LANDSC E W I H DISTRICT f4 IRAILS APPROVED BY: DATE: CITY ENGINEER RC.E . DESIGN RECOMMENDED o Lit W. 1213 MOTSHAGEN Land Concem, Ltd. LJb DRAWN LANDSCAPE ARCHITECTURE- PLANNING SHEET llY t./.M•M..t-t M•..W . iM1•-r . tftM • II I.IIta-.tll MOTSHAGEN 3 OF 7 1'f CHECKED DRAWI G OF M .SWEENEY PATE RC � l —� RCE NO - - - " 00 000 " - - - - " " " 3' 6 ' 6' 3 ' .0. � - - - - o 0 Asrill ° 1 —W S W_ _ 4 1 — _ V — 1 — 0 a a 1, 0 3 5 Q•1 cr- i Q 6 p ` � C) Z 1 ELEvA-NON 0 $ , O CD 1 CD = =s / F = J C\1 — c) vises, = Q o0 60000 � CL — CD 3 Z cr 1 1 4 11 PIAN H IIYII''L u W 1 1, 11 LEGEND \ \ Ai�\ WALL. 2 FI NISH CSCE. 3 F-YE35OL-TS: SECURE vI NE To WALL IN/17U 5/au SIA. MysaoL"rS IN LZAD SHIE.L_r.>S. 4. 1 Z &A- GAL-V. WIRE: SrcvF•E vtw— To WIRE. WITH NURSEZTMAN"5 TAF . J 1 llh 5. EY1=00I._- 5 F OFL FMFZ USE. 6 ► 11 (o• &I >,r 611 CoNe-RETE VINs wLA-^v-s IN TURF AREAS ONLY. INSIDE �.ZO RAvIUs of c�o�-L-AK -VeE - -rwa nMES -real= DIAMI=1TMK of « " HYDROSEED NOTES \ T-fin <— -- -- b,AL.L MINIMUM. 2=1_ ,1 1 1. ALL T10FGAASS AREAS AS DESIGHATEO ON TK PLANS SMALL At 1 « ` MTDROSEEOCO ASJOLLOIA: 11 1 O Z. PREPARE SOIL IR ACCORDAw(( WIT" T"( SOIL PR(PARA1;ON j1• ' ROTE. SNOOT"ALL $URFACES. FINIS" GRAD[ TO 1- KLOW ADJACENT WALKS, DRIVEWAYS. ETC. ROLL AREAS TO (APOS( p �✓ SOIL D(PRESSIORS/SURFACE 1NREGULARITIES: FILL LN SPOTS _ ARO EVER IRR[f ULARI T IES. LIGmILY RA[E AREAS WON TO PLANTI N DE-FA i � TO PLA CDING. OWNER SHAH AP/ROPE FINIS" GRADE ►HID. ,p� TO PLANT;NG. ' TTj)���.5 `r 3. NiRDOALLL DEsl�ED ANNA 04 ;�FGAAsa�DOOSE�� TREE LEGEND L ND CELLROSE FIBER )0 LIS/1000 S.F. I6-20-0 ApOlTtu" PHOSPHATE 2 IRS/1000 S.F. G r i n I \'15- tea )1-0-o site RELEASE 2 Lss/I S.F. CA 17 CUPAN IOPS I S ANACARD IOI DES SOIL WUN s LOS/1000 S.F. AJ I ALB IZIP, JULIBRISSIN 2�o-I AG. GVSUR 2S LBS/1000 S.F. i SEED RELEO(O RECEIVESM LEGEND ( tRS/E000 S.F. SHRUB" L E G E N D .. HrOROSEAREAS SHALL RECEIVE RAL CORSECUTtr[ WATERIAGS THE OAT Of INE HTDROSEEDING TO THOROUGHLY SATURATE TFtE SOIL. AFTER IME FIRST IRRIGATIONS. WATER SHALL K APPLIED AS OFTEN ANO IN SOFFICIENT A"puNTS AS CONDITIONS RAT AEOUIRE 10 KEEP THE SOIL HOIST ABOVE. ND 19 NANDINA DOMESTICA AROUND AND KLOW THE S([0/ROOT SYSTEMS AS MY RE 9 ` NICESSAAT FOR ►aO►ER GEA"ERATION AND PLANT GROWTH. RF 60 R,1P;Ii!NIA FRR�PR! =r S. THE ,ANOS,AP( SWONTRACTOR SHALL RESEED ALL NDRGER"IH- PTCI SO PITTOSPORUM TOBIRA WREELERI ATINGOlt ERODED AAE ASWtT"IN (ZO) CATS OF inTIAL "TORO- RS RAPHIOLEPIS INDICA 'SPRINGTIME' SE to,NG. TUIFGNASS AREAS SHALL K FREE OF RARE SPOTS AND FULLY GER"IRATEO PRIOR TO FINAL ACCEPTAFKE. Q 6. WHEN HYDROSEED(D TURFGRASS REACHES A HEIGHT OF 21-. BEGIN HONING ATA MINI" HEIGHT Of 2'. NCFER t0 "AINT(NAACE NOT6S FOR ADD;TIONAL ROWING R(OvIRE►`NTS. VINE LEGEND ►. R("OVE ALL ROCKS 1/6' DIM. AND LARGER 10 TOP 2. Of SURFACE SOIL IN AREAS TO K SE(OEO WITH TURFGNASS. 1 \ RS , -S •. TURF MIX TO RE SOSO OF;(W FESCliv (9CJx1N7:�•IT Sox APAc E) lot 6cr.hgwe 34 DB"26 DISTICTIS BUCCINATORIA 2. 1 itEFEiL To vi ma Q6aliNTE FSI e. mT,-.A �D Mts 31•'(EE.T WALL LEGEND GROUND COVER LEGEND STANDARD --_-___-_ , _ city. of rsndIio cuca�nongs DRAWING - 8 x 6 x 16 SLUMPSTONE (GRED LA PAZ ) 1:3 TURF-SEE HYCROSEED NOTES (� STUCCO OVER 6 x 8 x 16 CONC. BLOCK Q, N l � (ORCO 'NEW FAWN' ) NOTE: CM. r fill,111111111111111111m, 6 x 8 x 16 CONCRETE BLOCK ALL SHRUB AREAS TO BE UNDERPLANTED W/ (ORCO 'NEW FAWN' ) MITSUWA WHITE GAZANIA @12" O.C. TRIANGULAR SPACING. J " lZls3 O AaF Ut W. — -.*j IMP � 2 . 22- SOIL AMENDMENTS �u fTAKIN DATE'" "''e twist stakes & "a'°" "° " PLANTING LEGEND ' /L2...111fEt<S IN IodgepsM pine atahea �Fth galy. reellTnq Mlb FOR TURF AND GROUND COYER PLANTING, THE FOLLOWING � � r dia. 1edQepeh. Pane .Bawd' ear MF+e f» '� '�� � CALT� !T AMENDMENTS SHOULD BE UNIFORMLY BROADCAST AND x*,w ►F�► THOROUGHLY INCORPORATED TO A MINIMUM 6'.DEPTM BY ►IIIw2 �poR- .fen •end prndistur a at•1n, a(a align • stakes Q /. ; O►�� •I 12• Into undisturbed teal ono •Ihgn alaMea ESP . ESPALIERED MMS OF ROTORILLER OR EQUAL: o S Parallel B. center line of aunt. Nus• Ir stakes for* Ituc I I Peery oI&"WAT GAL . GALLON CONTAINER DESCRIPTION OF REVISION GATE CITY AM./1,000 SQUARE FEET � rv2m1� ` + ► lh / TRACT G. C . GROUND COVER APPROVED � grav 12671-� L . HEIGHT CITY OF RANCHO CUCAMONGA 6 a1. yds. sit,rogen stabilized orWic ' ""'shred grad' L .A. LANDSCAPE ARCHITECT anendownt derived from redwood sawdust. - fir sawdust, or ceder sawdust „ «v rr,.B M •K"�e•nerM ►Bir MO L. C . LANDSCAPE CONTRACTOR 15 lbs. 12-12-12 coBOBEfrciel fertilizer ':' n-2�u-P where required or aff V/�/7. �» q/� MIN . MINIMUM TERRA VISTA TME BACKFILL MIX FOR HE RO USE AMINO TK OF ` ocsntl free of roc*" 21 in Ria. M. T. M ULT I -T R UN KE D CONTAINER-GROWN TREES AND SWIUBS SHOULD BE PREFANIEO greater D . C . 0 N CENTER AS FOLLOWS: �cc TRACT MOUNTAIN VIEW DRIVE • !y RWD . REDWOOD _ 6 parts by wlmme on-s I to sell �- ..I« am •All a CM r[RTTurATha( 12671-2 ? S . L .A. SELECTED BY L. A. TRACTS 1267 1 - 1 & 1267 1-2 4 parts by volum nitrogen stabilized I _ Z SPEC . SPECIMEN LEWIS HOME organic ~dwnt _ R p6�rr� W S P . SPREAD 1 lb. 12-12-12 per cu. yd. of els I > LANDSCAPE MAINTENANCE DISTRICT f4 �O2 lbs. iron sulfate per cu. yd. of ala P Fw►NUFK.Tv2EICs Z PLANTING PLAN R ZpKc.FLc e.TnoNS THE AIAVE MATERIALS 0 BE T110ROUt tV BLENDED PRIOR Lu PLANTING KEY APPROVED BY. DATE: t TO USE FOR BACKFILL PURPOSES. J_ CITY ENGINEER RC.E N0. 22397 LAB WORK PERFORMED BY SOIL AND PLANT i , �-'IEE PLANT URT OR LEGEND DESIGN RECOmMENDEC / f-�M OF'PLANT MATERIAL-GALLON oR ROX 8= _- Ladd Concern, Ltd. LJ e) LABORATORY, INC. , SANTA ANA OFFICE j • (714)558 8333, LAB II98125 ON 3/27/87 TREE STAKING DETA(l. GUANTTTT Of n AMT MATERIAL LANDSCAPE ARCHITECTURE- PLANNING <,r KEY MAP DRAWN .,»......,....... . .»,.... . ....... . ..,.. . /.,.,,...... SHEET FOR LEWIS HOMES, TERRA VISTA. ". .T fr.� %All P4 n T _cwtaol_ eAtZ91ER ' ! N.T.S. K .HERSHEY 4 of 7 CHECKED DRAWING NO RCE NC— M.SWEENEY DATE FILE No z • city. of rantho cucwonga STANDARD SOIL AMENDMENTS HYORosEI; NOTES DRAWING 1. All TYRFGRASS AREAS AS DESIGNATED OR h4 h ANS SHALL RE FOR TURF AND GAOIW COVER PLANTING, TIME FOLLOWING HYoRosEEc(D As,Falo4: AMENDMENTS SHOULD OE UNIFORMLY RROAOCAST AND Z PREPARE SOIL iN ACCONOAKL WITH THE SOIL PREPAAAT;Ok THOROUGHLY INCORPORATED TO A MINIMUM 60-KPTN OY AOjA SMOOTH All fwWAYS. FINISH GLAD( TO 1- EXPOS ADJACENT YAKS. DRIVEWAYS. EiC. ROTI AREAS TO EXPOSE MEANS OF ROTORILLER OR EQUAL: SOIL DEPRLSSIONS/SURFACE IRREGULARITIES. FILL LD6 SPOTS .. AND EVEN IN(GULAAITIES, LIGHTLY RAKE AREAS PRIOR TO AMT./I.000 SQUARE FEET HYDROSEEDING. OWNER SHALL APPROVE FINISH GRADE PRIOR \ TO PLANTING. - 6 cu. yds. nitrogen stabilized oK' "Ic 7. THDROufMT MIA ANOtr(NLT APPLY THE FOLLOWING HYGROSEED amendment derived from redwood sawdust. MIX TO ALL DESIGNATED AREAS FOR TuRFGRASS NYDROSEEDING: fir sawdust, or ceder sawdust CELLULOSE Fle(R is LIS/1000 S.F. oowu $TAKING IS lbs. 12-12-12 coeimercial fertiliser 16-ZO-O AMMONIUM PHOSPHATE l les/1000 S.F. w ts• Phoned twist braes, 11104"s Mlad t1 THE OACKFILL MIX FOR USE AROUND THE AOOTOALL 0f leou 31-0-0 SLOW RELEASE T LBS/1000 S.F. todgepow pine stales with ph. rowwq rate CONTAINER-GROIN TREES AND SHIUIOS SHOULD RE PREPARED SOIL SULFUR t LBS/1000 s.F. ALL9gZS IN AG. GYPSUM 25 LIS/1000 S.F. merits TOr dna. WeIgepsla pee stakes IN I1Mq III AS FOLLOWS: SEED NII PER LEGEND 12 leS/1000 S.F with wood Pr6esrv&t4w 6114^. stoke a oln'AW . KU^ AmOOK- I .i Ir Into undisturbed sew end ~ $to"@ 6 parte b volitll p 1 porellel M center wM o/ &~. (tee Ir y um on-se toA. HYDROS[EDEO AREAS SHALL RECEIVE SEVERAL CONSECutirE stokes fe: em11rpl�s) ry «*FwAr 4 parts by volumes nitrogen stabilized YATERINGS THE DAY OF THE HYOROSEEOING TO THOROUGHLY .4froo into satYLL. ( • • '^R �� organic amendment SATURATE TF1: SOIL. AFTER THE FiRST IRRIGATIONS. WATER yrer Ihll 1 lb. 12-12-12 per W. yd, Of slitSMALL eE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS COkDIT10NS MAT REQUIRE TO KEEP THE SOIL MOIST ABOVE. V r, finished grads 2 lbs. thou sulfate per cu. yd. of six AROUND AND I(LOW THE SEED/ROOT SYSTEMS AS MY DE NECESSARY FOR PROPER GERMINATION AND PLANT GROWTM. 29- evp rK _�- - MnTHE AibVE MATERIALS SHOULD Of THOROUGHLY OLEH D FAIGA S. THE ,ANDS APE SUICONTRAETOR SEAM RESEED All NOmGERMIN- opp TO USE FOR OACKFILL PURPOSES. ATING OR ERODED AREAS WiTHIN (ZO) DAYS OF INITIAL HYDRO- 2 I equal S(EDI'K. 1UAFGRASS AREAS SMALL BE FREE OF BARE SPOTS ow L ackfAll fres of rocks IN In dna. AND FULLY GERMIMATED PRIOR TO FNAL ACCEPTANCE. 9fN1er LAB WORK PERFORMED BY SOIL AND PLANT 6. WHEN NTOROSEED(D TURFGAASS REACHES A HEIGHT OF 21-. I(GIk MOWING AT A MINIMUM HEIGHT OF 2-, REFER TO LABORATORY, INC. , SANTA ANA OFFICE MAINTENANCE NOTES FOR ADDiTIORAL MOWING REOJIREPINTS. 1g T." Raw aAll ft-cm F[ItTIl12AT10N (714)558-8333, LAB #98125 ON 3/27/87 2. REMOVE ALL ROCKS T/N_ DIAN. AND LARGER IN TOP 2. OF N �— FOR LEWIS HOMES, TERRA VISTA. SURFACE wn IN AREAS To SE sEEDCo WITH rtNIFGRAss. �. Aplbrw 21 pw PWLIry wou W 046 O es ( ��R 1/2! e. TURF MIX TO BE COMPOSED.OF (90x FESCUE LA of cslPee ( 50% Sift_IC.50% APACHE) lOx KIeNTUCI.Y 61_UE (on*ss - A -34 -I • �r�►� �-rJd �=Pi,�c� �,1. �r r��-�, CW m� t��� a�� To 2 � TREE STAM OETAR. p4 T :CONTROL_ eAA91F_R WA�1- A40 1r*IbI I0t4 (ZfZoIJ5-51mr-VCT1# 4 . AD T 4W VPS �o., s 10 C ►v�. l • (v Mo. Ma Ikyf• r 44 00 10 I - o W614 CONPL,� or • FMOTr--cf 4,L4, aDl.AACr_4T -�s��! in �,o�,�,,�r�rprs. N G � z � • f w°(L -TO 60M h P4011 G AA-f I,t,1oP0, CZ t�-Cf, tg&W MkmAnk1' L.�t11� GTY WFft60t4TXPgeb Nk--) Nat'IG 11 �IGUMIrT'iNG ih►pitoV �lQt�h� 1 ':20'-0" J } Q` TREE LEGEND 23 QTY. CA 14 CUPANIOPSIS ANACARDIOIDES 1, AJ 2 ALBIZ.IA JULIBRISSIN ND SHRUB LEGE r� • NDT�9 NANDINA DOMESTICA PTW 163 PITTOSPOROM TOBIRA WHEELERI KD RS 93 RAPHIOLEPIS INDICA ' SPRINGTIME- N-7 5 Z _5 ��-5 Np VINE LEGEND 12&12& 6 �' QTY. DB 19 DISTICTIS BUCCINATORIA — Z _ +L ( To n/INo. pl•^e4TIaI4 17aXAh-11- 0141 srl�.T 4 ul _ Z 1 WALL LEGEND GROUND COVER LEGEND v G OU - 8 x 6 x 16 SLUMPSTONE (ORCO 'LA PAZ' ) ® TURF-SEE HY13ROSEED NOTES �• 0.1 ����� STUCCO OVER 6 x 8 x 16 CONC. BLOCK (ORCO 'NEW FAWN' ) r =_ i NOTE: 6 x 8 x 16 CONCRETE BLOCK ALL SHRUB AREAS TO BE UNDERPLANTED W/ RFIFFFFFFFFFFFFFFFIFFFFFFFF MITSUW.A WHITE GAZANIA @12" O.C. TRIANGULAR SPACING. — t ,1 � (ORCO 'NEW FAWN' ) - t W _ t W - t - { PLANTING LEGEND W Z = Q R/✓�sIE,/fit G� Gnrwwi�l>6 J ESP . ESPALIERED mom i TRACT GAL . GALLON CONTAINER DESCRIPTION OF REVISION DATECITY ��- 12671-1 G. C . GROUND COVER APPROVED - HT . HEIGHT cc M0 i L . A. LANDSCAPE ARCHITECT CITY OF RANCHO CUCAMONGA NT L . C . LANDSCAPE CONTRACTOR Q � �� ti MIN . MINIMUM N M . T. MULTI -TRUNKED E A VISTA = m � T RR VST P O . C . ON CENTER J N F#y TRACT RWD . REDWOOD MOUNTAIN VIEW DRIVE tA O12671-2 w S . L . A . SELECTED BY L . A. TRACTS 12671 - 1 & 1267 1 -2 Z SPEC . SPECIMEN SP . SPREAD LEWIS HOME a LANDSCAPE MAINTE ANC.E DI TRICT f44 c>a` = LA IG PLAN Y r PLANTING KEY APPROVED BY: DATE: C JI CITY ENGINEER `'�"" 12 Si _j C ENG NEE RCE NO UC. N0. im PF•n i SEE PUNT UaT OR LEGEND DESIGN RECOMMENDED — 2 Z2 � -4 ata or PUNT rATiLR{AL-oAuoN oR sox sea --"T Lana Concern, Ltd. KEY M A�P ouANTTTr or n TtR ANT rATTAI LANDSCAPE ARCHITECTURE- PLANNING j PL-)— y ..............�. ,.. SHEET HEET OF ♦ N.T.S. K .HERSHEY _ 5 of 7 CHECKED RCE NO DRAW�7N NO M .SWEENEY DATE FIL 0 (//((// TERRA, POINT OF CONNECTION TO BE TO 1" P F VISTA PARKWAY WATER• METER,METER TO BE PROVIDED BY OTHERS, INST.ALL A 114 " FEBCO 825Y REDUCED PRESSURE TYPE BACK- FLOW PREVENTER PER ALL CODES. L T �G W ACTUAL LOCATION TO BE DETERMINED ON SITE BY THE LANDSCAPE ARCH- 12' 2G') Q ITECT. zILTERRA VISTA PARKWAY W O 3 .o Q cc M 2 -7.5515 AUTOMATIC CONTROLLER "T" TO BE ' • ` 41f I A CALSENSE #2000.1& STATION z F" IRRIGATION CONTROLLER, CONTROL- W LER TO BE INSTALLED IN A MEYERSCONIm MAIN LINE IS SHOWN IN PAVING FOR - T�L�-ENCLOSURE, MEUG-1- S DIAGRAMATIC. d M-285 ENCLOSURE. 110V. POWER N' CLARITY ONLY AND I SOURCE TO BE PROVIDED BY OTHERS. INSTALL ALL PIPING IN THE PLANT- J ACTUAL LOCATION TO BE VERIFIED Q [ER ARECOUPLER VALVES W ON SITE BY THE LANDSCAPE ARCH- ' TO BE INSTALLED WITHIN 1 FOOT m ITECT AND CITY INSPECTOR. W OF THE SIDEWALK. z NOTE: MOISTURE SENSORS FOR CALSENSE REFER TO SHEET #3 FOR IRRIGATION DETAILS. CONTROLLER TO BE INSTALLED BY REFER TO SHEET *4 FOR SOIL AMENDMENTS, THE CALSENCE CO. PH. # (d/E) 430-0525 REFER TO SHEET * 1 FOR GENERAL NOTES. HYDROSEED NOTES & PLANTING DETAILS, g.l. motshagen associates, ltd. •tntcrnattonol irrigation consultants •watcr rnonogcmcnt •plonn►ng •rescorch 3723 Birch Strcct, Sulte 20 6 Ncwport Beach, Californla 92660 CCRTf-*ICD CONSULTANTS (711) 250-8077 Tho Irri47ation Association a� TREE LEGEND MG 33 MAGNOLIA GRANDIFLORA 'SAMUEL SOMMER' SHRUB LEGEND LT IZ LIGUSTRUM TEXANUM PF LI PIIOTINIA FRASERI RC 710 RAPHIOLEPIS INDICA 'CLARA' RS 13 RAPHIOLEPIS INDICA 'SPRINGTIME' GROUND COVER LEGEND TURF-HYDROSEED TURF MAX TO BE COMPOSED OF (90% FESCUE ( 50% JAGUAR,50'% APACHE) 1OZ RYE (DERBY RYE) NOTE: AIL SHRUB AREAS TO BE UNDERPLANTED W/ RVISTA PARD W AY RA M) TSUWA WHITE GAIANIA 012" O.C. TRIANGULAR SPACING. TE IRRIGATION LEGEND SYMBOL MANUFACTURER, DESCRIPTION MODEL N0. GPM: FULL HALF QTR. PSI RAD. WRAINBIRD SIDE STRIP POP UP TURF HEAD 1806-15-SST 1 .05 15 4X24' m ' � NOW AW COY 4vW&V.5 - O RAINBIRD FLAT SHRUB POP UP HEAD 1812-8-FLT. 1. 16 .58 .29 15 5' \sOkIA I4NpJ, DESCRIPTION OF REVISION SAT[ APPROVED • RAINBIRD HALF ADJ. SHRUB BUBBLER P.U. 1812-5-11B .50 15 3' t0 Z 1/y / 13x71� a CALSE143E 2000 AUTOMATIC CONTROLLER INSTALL = cc CITY OF RANCHO CUCAMONGA kl1INBIRU EFA-CP-PRS AUTOMATIC PRESS. REGULATOR CONTROL VALVE SIZE PER KLAN `� �� N Q RAINB:RD == 44 QUICK COUPLER VALVE W/YELLO'W VINYL COVER -ter- TERRA VISTA FEBCU %. 825Y REDUCED PRESSURE TYPE BACKFLOW PREVENTER 1" INSTALL PER CODE MOUNTAIN VIE W DRIVE TRACT 'AS APPROVED PUC SCH 40 MAIN IRRIGATION LINE 1;" DEPTH TO BE 1F" 4�Of TRACTS 12671 - 1 do 12671 -2 12671-2 AS APPROVED PVC SCH 40 NON PRESSURE LATERAL LINE DEPTH TO BE 12'' LAI STRICT 04 r �^ DENOTES VALVE STATION NUMBER N � A DENOTES GALLONS PER MINUTE DEMAND PLA $PLAN APPROVED BY. DATE: 07 DENOTES VALVE SIZE CITY ENGINEER R.C.E. NOf 2'39f . P.'PE SIZE LEGEND I 1/2" ALL PIPE AT END OF RUNS NOT MARKED TO BE 1/2" DESIGN Land Concern, Ltd RfCnMM&NDEO LANDSCAPE ARCHITECTURE- PLANNINQ L'3/4" = DRAWN SHEET ' KEY MAP 1" 1 RAINBIRD n 1812-15SST SIDE DE STRIP SHRUB POP UP HEAD 's�2�s�Osr OF T CHECKED R c E No (/ORAWIf��Q I&SWEENEY - - - ___-_ (/ DATE FILE N _ — -. - — - - Q . 6 .. -. - l'_ ''r �r ;t : - ,,, 'ro ,,o. L" r ,is-,r; dnu unix r, ids fart��,zPr sraii De �eliverPO in sacks with ^ld nufdCturPr 5 IdDe.l - - - C O N C RETE . IRRIGATION tested for operation in accordance with design requirements under normal showing weight and analysis attached to each sack. 2 O• W A T E RIN G operating pressure. Contractor shall verify head pressures with pilot A. immediately after planting, rater shall De aDDlied to each tree by means of a tube and adjust valve to correspond with design pressure. hose. The water shall De aDDlied in a modiFate stream in the planting holes �• STAKING MATERIALS 1. SCOPE 1. SCOPE D. Installation o. Ring-Tile PYC Pipe until the material about the roots is completely saturated from the bottom of A. Tree staking shall De as per plan. the hole to the top of the ground. Furnish and install all concrete work coripiete as indicated on the drawings and Furnish all materials, equiDiiient, services, supervision, transportation and labor (1) Except as may be noted in other parts of the Specations or on the specified including: necessary to perform all irrigation work complete,including: drawings and specifi- drawings, installation of Ring-Tice pipe and connecting fittings shall B. Ties for holding trees shall be as per plan. 8. Plants which cannot be watered efficiently with the existing water system cations; service maawin qs; loose equipment; guarantee; materials; be outlined fn manual as furnished Dy pipe manufacturer, or as set forth shall be watered by means of a hose. nuals; record dr A. Furnish and set all reinforcing steel, bolts and anchors. by the Johns-Manville Company Manual /772-62A. This shall include, Dut 1 O GRADING AND SOIL PREPARATION C. Apoly water in sufficient quantities, and as often as seasonal conditions re- and installation. not De limited to, the installation of the i B. Install all items re wired b other trades which are to be cast into concrete. p pe at the proper depth and q y A. Contractor is to finish r quire, to keep the ground wet at all times, well below the root system of 2. DRAWINGS AND SPECIFICATIONS the correct location of concrete thrust blocks of adequate sizes. Con- g add to within 1/10th of a foot or 1" below paving grass and planting. Care is to be taken in watering slopes so as not to C. Concrete mow strips, footings for: walls, fencing, benches, etc., where tractor shall make available the services of the manufacturer's represen- where paving exists. cause erosion damage. applicable. A. Tne intent of the Drawin s and Specifications is to indicate and specif a tative at the start of the installation and may be required from time to worked q y time during construction. 8. Moisture Content - The soils shall not beked when the moisture content is p. Following the planting of ground cover plants furnished in flats, each plant 2. GENERAL complete and efficient sprinkler irrigation system. so great that excessive compaction rill occur; and not when it is so dry that shall be immediately and thoroughly watered by means of a hose with'a slow- B. Plot dimensions are aDDroximate. Contractor shall carefully check arta verify (2) Each line shall be tested ata pressure 50 PSI greater than the menu- dust will form in the air or that clods will not beak readily. Yater shall running stream of water. All requirements of zubzection 3.31, standard specifications for Public Yorks all dimensions and shall report any variations to Owner. facturer's recommended working pressure fora period of two (2) hours, aDDlied if necessary to provide ideal moisture Content for tilling and for with the couplings and connections exposed and with the center of the planting. s2 1• TREE STAKING construction, shall apply except as specified herein. C. Oue to the scale of the Drawings, it is not posible to indicate all offsets, pipe sectign sufficiently supported to hold pipe in place. fittings, etc., which may be required. Contractor shall carefully invests- C. Preliminary Grading - Preliminary Grading shall be done in such a manner as to 3. MATERIALS gate the structural and finished conditions affecting all his work, and Olan E. Sprinklers anticipate the finish grading. Excess soils shall be removed or redistributed A. Stake all non-guyed trees at time of planting Dy placing stake in the DreDared before application of fertilizer and mulch. Where soil is to De replaced by hole and driving it 18" into solid ground. Plant the tree as close �o the A. Portland cement shall conforvn to ASTM-C150, T pe f or T pe ;[.. his work accordingly. Drawings are generally diagrammatic and indicative of (1) All nozzles on stationary pop wap sprinklers shall be tightened after y Y the work to be installed. The work snail be installed in the most direct and plants and mulch, allowance shall be made so that when finisA grading has stake as possible without crowding the roots. Fasten the tree to the upper installation. All zDrinklers having an adjustment stem shall De adjusted De un, there shall be no deficient in the s cified depth of Ached pi end of stake in at least three Dleces us in "cinch ties". ( See Drawings) B. Concrete aggregate shall conform to ASTM-C33. workmanlike manner, so that conflicts between sprinkler systems, planting and on a lateral line for the proper radius, diameter and/or gallonage. beds. y D 9 g C. Mater shall be clean, free from strop acids, alkali, oil or or anic matter. architectural features rill be avoided, A B. Trees 16" box size or larger, shall be immediately guyed after planting with 9 9 (2) Sprinkler heads and risers shall De installed according to details. D. Weeding - Before and during preliminary and finish gradinq, all weeds and not less than three guys per tree, or as directed by the L.A. D. Admixture for all formed concrete shall De S1KA Chemical Corp's "Plastiment", 3. SERVICE MANUALS F. Valves grasses shall be dug out by the roots and disposed of off site (except those (1) Protect bark of tree by covering vire with green i/2" diameter rubber or approved equal, applied in strict accordance with manufacturer's directions. weeds and grasses not of the perennial t pe, less than 2-1/2" high and not hose. E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. Contractor shall furnish two (2) service manuals to Owner. Manuals may be loose (1) Remote control valves shall be adjusted so that the most remote sprinkler Dearing seeds, whicA may De turned underf Oats more than 2-1/2" high and not Wirefabric: ASTM-A185. leaf and shall contain complete exploded drawings of all equipment installed heads operate at the pressure recommended by the head manufacturer. Re- Dearing seeds may be turned under. Perennial we and grasses to be removed (2) Guys to be anchored by 2"x2"■2" redwood driven flush with finish grade or showing components and catalog numbers together with the manufacturer's name and mote control valves shall be adjusted so a uniform distribution of water include, but are not limited to, the following; 1"x2' galvanized pipe in rocky areas. F. Forms address. Additional sheets shall cover operation instructions simple enough to De is applied by the sprinkler heads to the Dlantinq areas for each indi- Nut Grass Puncture Yine Dallas Grass Mustard Plant St. Au oscine Grass (3) Guy wires shall De 012 ga. galvanized wired. Nark guys with 3'-0" (1) Lumber shall be "construction rade" dou las fir. understood without specialized knowledge. vidual valve system. 9 9 9 Alfalfa Johnson Grass Wire Weed Morning Glory long 1/2" did. white IVC pipe. (2) Plywood for forming of concrete which is exposed shall De Plyform. 4. RECORD DRAWINGS (2) Quick coupling valves shall De set approximately 12" from walks, curbs, All 1 wood used for formin shall be at least 5/8-inch thick, and ed a headerboards, or paved areas There applicable. Vertical positioning of E. All Planting areas shall bt scarified to a depth of 12 inches below grade with (4) Guy lines are to De tightened to firm tension. D Y 9 9 the Spacing of the ripper teeth no greater than 12 inches on center prior to sealed. Contractor shalt procure from Owner a sepia transparency of the sprinkler layout quick coupling valves shall be such that sleeve top will De flush with the settled finish rade as determined after the turf is established and Dlacinq conditioners and fertilizers. All rock and debris more than 2" in 22. E S P A LIERTNG OF VINES and mark the exact "as built" arrangement including locations of all equipment g diameter shall be removed from the site. G. E■Dansion 3u int filler shall conform with ASTM-DI751 (premoided). installed. Locations snail De shown from Basil identified permanent features 3" above grade in ground cover areas. Y All trellises and stakes are to be removed from plants and the plants shall be such as sprinkler heads, buildings and walks. The "as built" drawings shall be G. Valve Boxes F. Trenches - If sprinkler system iz installed after grading and fertilizing is fastened and trained against fences or walls as directed by the L.A. 4. CONCRETE drafted employing a competent draftsman. After final inspection and before final comp eted, the upper portion of the backfill shall be retitled and fertilized payiient, the transparency mall be delivered to Owner. (T) Valve boxes Shall Dt set one-half inch (1/2") above the designated to the depth specified for the area required, to conform to the specifications. A. Jualit1 finish grade in lawn areas and two inches (2") above finish grade in 2 3 CERTIFICATES (1) Contractor assumes responsibility for the design mix and guarantees the S. LOOSE E O UIPME NT ground cover areas. specified ultimate strength as indicated or specified Herein. 1 I. SOIL CONDITIONERS In addition to any other certificates specified, Contractor shall furnish a certi- Looze svr,nklinq equivment, operating keys and spare Darts will be furnished by the (2) Valve boxes installed near walks, curbs, headerboards. and paving shall ficate with earn delivery of bulk material, stating the souce, quantity and type of (2) Concrete, minimum 28-day ultimate strength shall De 2000 psi. Contractor in quantities as shown os plans or in specifications. abut those items. Top surfaces shall be flush with items listed above. A. 11 Dlantinq areas the following application shall be>�4 material and that the material conforms to the specification requirements. Forfee area and shall De thoroughly cultivated in two diDulk delivered organic fertilizer, the certificate shall also state the volume, (3) Ready-mixed concrete shall conform to ASTM-C94. - 6" of )_and the area watered down: Q GUARANTEE net weight, percent of Nitrogen and percent of Phosphoric acid. For each fertilizer B. Pro ortions and Consistent (t) The automatic controller shall De installed at the aDOroximate locetton and soil conditioner, in containers, a similar certificate or invoice shall be fur- -p- ----- -----� (1) Tne proportions of aggregate to cement shall provide a dense mixture A. Tne entire sprinkler system shall be unconditionally guaranteed by Contractor shown on the Plan. niched statin total g quantities Dy weight and volume for each material- These az to material and wo�kmansnip, including settling of backf filled areas below (2) All local and other applicable codes shall take precedence in connectin certificates shall be submitted to the l-A. and Owner prior to the start of the which will readily work into all corners of the forms and around all 9 maintenance rind. rade fur a period ti one (t) year followin the date of final acceptance of the 110 volt electrical service to the controller. Owner shall r � reinforcements without any segregation of the materials, cause excess q q p Ovide B. Preoare soilackfill in pits for trees, shrubs and vines, other than free water to collect on the surface or cause excessive bleeding of the work. power to controller. Contractor shall complete hook-up to controller. azaleas, far in as follows: 4 PROTECTION the forms. B. If within one year from the date of completion, settlement occurs, and adjust- (3) There shall De adequate coverage of earth (18" minimum) over the 24-volt menti in piers, valves and sprinkler heads or paving is necessary to bring the control wire. Install wire in trench and tape to main lines on side of Amount/ yNG PLAN FOR Contractor shall carefully and continuously protect all areas included in the (2) fine recommended practices of the American Concrete Institute shall De system or saving to the proper level of the permanent grades, Contractor, as pipe at 10' intervals. 60% by JJbb ELS Contract, including Diane materials, fences, supports, etc., until final followed in all aDDlicable vrocedures. The maximum slump shall not exceed part of [he work under his contract, shall make all ad3ustmentz without extra 40% by anic acceptance of the work by the L.A. and Owner. 3 inches for footings, slabs ongrade, and mass concrete; 5 inches for cost to Dwner, includin the restoration of all dams ed plantin g I. Control Mire � WNDMENTS foundation walls. 9 9 g= pa vin 1 lbs er or other improvements of any kind. (1) All electrical equipment and wiring shall comply with local and state 2 iDs' ru it 25- MAINTENANCE C. Controlcodes and De installed b those skilled and licensed in the trade. C. Should any difficulties develop within the specified guarantee period which Y Planting pits shall De ex ted twice the did r and twice the depth Of the the concrete quality, proportions, consistent etc., is sub act to the Owner feels may be due to inferior material and/or workmanship, these diffi- (2) Connecting and splicing of wire at the valves or in the field shall D! root baZ sh nen be added as outli Dove. A. Contractor shall maintain a sufficient number of men and adequate equipment avproval of Owner, and n0 changes Shall be rode without his prior written collies shall be immediately corrected by Contractor to the satisfaction of made using a Rainbird Pen-lite Connector. to Oer orm the work Herein specs fed. ant maintenance rgrk shall consist approval. Owner at no additional cost to Owner, including any and all other damage C. Prepar '''fill in pits for azaleas, f and palms as follows; of applying water, weeding, caring for plants, including groundcovers, shrubs J. Backflow Prevention Units rser and trees, edgng, aeratingand moy sand 028 pests and diseases. The backflow prevention units shall Dt installed as shown on Plans and Details. 1eat MossS. FORMWORK 1Forest Humus . ama7. MATERIALS uycoacsaeewopso , eveeanetal or wood. Forms that are 0. The hall De uniformly blended in an area adjacent to plant- replanted. Exterminate warVed or that do not have a smooth straight upper edge shall not be used. A. Pipe and Fittings .- i r' and shall be accurately DroDortioned using a suitable measure on goDHers and moles, and repair damage. Forms shall De se[ with the upper edge of the board true to line and grade (i) Brass - Brass pipe shall be IPS standard weight BST Red Brass. Fittings her. Unused excavated soil shall be removed from site. Protect the C. The entire project shall De maintained fora period of�days commencing and shall be staked rigidly in place with stakes set not more than four feet shall be with standard 125-pound cast bronze threaded fittings. Tom water until it has been placed in backfill around plants. from the ti"re all items of work have been completed to the satisfaction pf (4') apart so as to remain immovable throughout the construction. All forms CITY.OF.RANCHO CUCAMIONGA shall be approved by Owner within a tolerance of one percent (li). All (2) PV_C Conduit - Pipe that is used for control wires shall De PVC conduit LANDSCAPE CONSTRUCTION FINISH H G R A GING D. The project shalt be cared for in a neat, clean condition at all times to mate Huls shall di accurately and separately weighted and mixing shall con- Schedule A0. Type 1120. All wires under paving shall De installed in the satisfaction of CITY OF RANCHO CUCAMIONGA ANA L.A. lino.• until the distribution of material is uniform and the mass of concrete PYC conduit. is homogeneous. When preliminary gradinq, including weeding and fertilizing, has been completed and (3) P_VC Normal-_Impact Pipe-Type_122_0 lP_V_C__Schedule 4.0 ____ be the soil hoz dried sufficiently to be readily worked, all lawn and planting areas 8. Two and one-halt (2-1/7) gallons of water per cubic yard, shall be withheld 1. SCOP E shall be graded to the elevations indicated on the drawings. Grades not otherwise 26, LAWN MAINTENANCE fror' the mix at the plant, and all or a (a) Type iI Grade I High impact pipe. p portion may be added to the mit at the indicated shall De uniform levels or slopes between oints where elevations are A. Water - Water ever da once per da for two reeks and thereafter gradually Sob site as directed Dy the Insaector. Tne concrete shall be mixed at least (D) Outside diameter of pipe shall be the sane size as iron pipe. The work of this section includes all labor, materials and a ui given. Minor adjustments of finish grades shall be made at the direction of the _ 9 Y y Y 9 aduall q pmrnt required t0 L.A., if required. reduce frequency of watering to three times per week. Contractor Shall con- s minutes after such water is added and not less roan 3 minutes of this time (c) Pipe shall be marked at intervals not to exceed 5' with the coiiplete work indicated on the drawings. The work shall be performed in actor- tinue to maintain the lawn until final acceptance by the l.A. and Owner. shall be immediately prior to the discharge of the batch. Total mixing time followin information: Manufacturer's name, nominal dance with the best standards of practice relating to the various trades and under Finish grade shall De a Smooth, even and uniform plane without abrupt Change of sur- aft•- adding original water shall be at least 15 minutes. q DiDe size, PVL the continuous supervision of a competent foreman, capable of interpreting the face. Soil areas ad3acent to buildings to allow a natural run-off of water, and B. Fertilizi,n.� - Apply 16-6-8 at the rate of 5 pounds per 1,000 square feet type and grade (i.e., 1220) schedule, NSF approval and commercial drawings and these specifications. The work included in this section is as follows: surface drains a shall be directed as indicated on the drawin s b remodelin sur- til-vee rreekS after installation and water immediately thereafter. C. Concrete which is not placed within 90 minutes after the introduction of Cement standard designation CS 207-60. 9 9 y 9 faces to facilitate the natural -'run-off" of water. Low spots and pockets shall be ' C. Diseases and Pest Control - Two weeks after installation of lawn, apply a and water, and concrete which nes stood for 30 minutes after leaving the mixer, (d) DVC Schedule 40 shall not be threaded. Finish Grading for Planting; Soil Preparation; Fertilization; Planting, including one inch below grade of ad3acent pavement of any kind. Grading ,hall be done when granular mercurial Tung+cide of 1.8: mercurous chloride as per manufac- shall not De used. lawn; Maintenance; Inspection and Certifications; Guarantees; Clean-up; Staking, soil is at optimum moisture content for working. Lover's recommendation. (e) Fittings shall De PYC ScheJule 40, Type I1, NSF approved. Guying and Espaliering; Miscellaneous Allowances. a CONVEYING AND PLACING (/) PVC Pressure Rated Pi T e 1120 PYC Class_160, 2.0_0, 8 315 and 0. Mowing - The lawn shall be mowed at a height of 1-1/2" with a rotary mower, _YP 2• APPROVALS 13• METHOD OF PLANTING AND WORK PROCEDURE equipped with rollers, before it reaches 2" in Height. Collect grass Type_ 1120 [PVC Schedule 40) -�- clipping during mowing operations and remove from the site. A. bot.re of trenches ell forms shall be tnoroore p cleaned and made tight. The A. No planting shall be done until all operations in conjunction with the in- Dot•om of trenches shall De wet down before pouting footings; earth shall not (a) Type 1 Grade 11 Pressure Raced Pipe. A. All sprinkler work shall be inspected and approved prior to the start of De 'middy at the time of pouring. Concrete shall not be Dlafed until rein- any work. stallation Of the spm nkler System have been Completed, final grades have After each Cutting, the edge Of the grass shall be trimmed t0 a neat and (D) Materials shall meet the requirements set forth in ASTM 01781-60T. l been established, the Dantinq areas have been properly graded and prepared uniform line. the lawn ed es shall be maintained neatl at all times. forcemrntz, rough hardware, and forms are dpVroved by Owner. - 9 Y (c) Outside diameter of pipe shall De the same size as iron pipe. B. Prior to excavation for planting or placing of stakes, locate Ali utilities, as specified, and the work approved by the L.A. B. Bef,re devositinq new concrete against old concrete, all laitance shall be electric cables, conduits, sprinkler lines, needs, valves and valve control 8. The relative position of all trees and plants is sub3ect to apvroval Dy L.A. 27. GR OUND C O VER AND SHRUB AREA MAINTENANCE removed, and the surfaces roughened to expose the embedded aggregate- The (d) Pipe shall be marked at intervals with the following infornation wires, and all utility lines so that proper precautions may be taken not to and Owner, and the shall, if necessar be relocated as directed as Dart o1 z,irfaces shall then be covered with cement rout, using the specified mix (not to exceed 5'): Manufacturer's name, nominal size, PVC type and damn a such i 9 9 D g mprovements. ]n the event of a conflict between such lines and y y' A. Wale n ng - New plantings shall be watered once per day for two (2) weeks with 1/2 of the course aggregate omitted, 1-1/2 inches thick. grade (i.e., PVC 1220) SDR rating class, NSF avproval and commercial plant locations, promptly notify Landscape Architect (L.A.) who shall arrange the Contract. after installation. Re�:ice watering to every other day for the next two (2) C. Conve in and lacing of concrete shall be done so as to p standard designation C5 256-63. for relocation for one or the other. Failure to follow this procedure places weeks. Mater thereafter three (3) times per week until final acceptance. Y q D g prevent se oration C. All plants Shall be removed from their container and set so that, when settled, upon Contractor the responsty for, at his own expense, riaktiig any and all y g y B. Fertilization - Fertilize three (3) weeks after planting with 5 pounds of ingreaientz, and in no case snail the free fall exceed 6 feet. Tremiez (e) PVC Type 1 shall not De threaded. the bear the same relation to the required rade that the bore t0 the shall be used as required. Surfaces of concrete shall be kept reasonablyrepairs for damages resulting from work hereunder, natural rade before Dein transplanted. Each lent shall De lanted in the (f) PVC fittings shall be PVC Type II, Schedule 10 NSF approved. q 9 D D T6_-S_-1[per T,000 square feet, fertilize thereafter every thirty (30) days. level, with d minirum amount of concrete being allowed to /low after being Center Of the pit and backfilled unless Otherwise specified, with the prepared placed. Placing shall be performed as a continuous operation until each (q) Solvent shall be '115 Gray NSF approve) as manufactured by Industrial 3• OU ANTiTiES AND TYPES soil. No soil in muddy condition shalt be used for backfilling. No filling C. Disease and Pest Control - For control of slugs and snails, apply Oelletized section is LJ"Illeted. Polychemical Service, Gardena, California. will De permitted around trunks or stems. All broken or frayed roots shall be tricalcium ars t_ St Dy weight and metaldehyde 5: Dy weight as per manu- Plant materials shall be furnished in the quantities and/or spaciriq as shown or properly cut off. facturer's recommendat wnz two (?) weeks after installation. D. Concrete shall be svaded and vibrated with mi-Lhanical vibrators to a maxi- (n) Caution shall De utilized in handling Type. I pipe due to the possi- rated for each location, and shall be of the species, kinds, sizes, etc., as mum subsidence, without separation of ingredients. The moving of concrete Dility of cracking or of splitting when dropped or handled carelessly. symbolized and/or described in the "Plant Material Legend", as indicated on the D. L.A. and/or Owner shall supervise the placing and planting of all plants. For control of cutworms and other soil insects, aDD1Y Metro brand soildrin as by vibration will nut be permitted. (idrawirgs. The L.A. has prepared this list only as a com•enience to Contractor and Der manufacturer's recommendations two (2) weeks after installation. This) Wnen connection is plastic to metal, male adaptors shall De used. E. Irt the event that underground construction work or oDstructionz are en- assumes rip responzibilit for its uccurac The Landsca a Contractor is to verif product contains Dieldrin, Lindane and Phosvhorothioate. 7 GROUT Tne male adaptor shall be hand tightened, plus one turn with a strap all sizes and countered in the planting operation, alternate locations for plant material Y wrench. Joint compound shall be permatix Type 11. quantities. will De selected by L.A. and Owner; operation will be done at no extra cost Exterminate gophers and moles and repair damage. to Owner. D. Pruning - All shrubs and trees shall be pinch pruned as necessary to encourage A. Grout snail be composed of one vert Portland Cement Ana two varts of tine (5) Rinq-cite Dv� Pipe 4• VERIFICATION OF DIMENSIONS AND OUANTITiES aggregate Dy volume. Mate pals shall be mixed dry and water added just new growth and to eliminate rank sucker growth. 01d flowers, and dead foliage / sufficient to make the mixture flow under its own weight. (a) All pipe indicated on the working drawings, shall be Class 160 PSI pinensions are approximate. Before proceeding with any work, Contractor shall 14. PLANTING OF TREES and limbs shall be removed. No major pruning shall be done without the mum Johns-Manville PVC pipe with ring-Lite 3oints. 8. For dr tamp cement rout, a of water snail De added to the mix so verify all dimensions and quantities and shall immediately Owner appdiately inform L.A. and Oroval of the L.A. Y 9 A. Position plants in plant locations indicated on drawings Aad secure approval that when wet sample is squeezed hard in the Wend, surface moisture, put no {D) All ring-rite joints shall be sealed with rubber rings as provided of any discrepancies between the drawings and/or specifications and actual condi- before excavatio its, makin necessar ad ustments as indicated. E. Yeedin - All lantin areas includin lawn, roundcover and shrub areas by the manufacturer. All pipe 3oints shall provide for expansion tions. No work shall be done in an area where there is such a discrepancy until q o g y 9 D 9 9 9 free water, shall aVVear on the sample. Do not mix more than can be used in Y P Y shell be kept weed-free at all times. Meed shall be dug out by the roots and contraction, approval for same has been iven b L.A. and Omer. 8. All pits for trees shall be dug square with bottoms level, the length of 30 minutes. PD 9 Y and disposed of off site. (c) Thrust blocks shall De provided as required for proper anchorage sides and depth equal to two tines the diameter of the tree ball. Compacted S- CURIiVG AND PROTECTION and durability of the ring-Lite DiDe• S. INSPECTION soils at sides and bottoms snail De loosened by scarifying or other approved Upon completion of thel80 iy maintenance period, the Contractor shall method. Pits shall De backfilled with "prepared soil" to the required grade, fertilize per 126 - Lawn Maintenance and 027 Groundcovers and Shrub Area A. All exposed surfaces of concrete shall De protected from damage due to B. Sprinkler Heads A. All inspections Shall be made by L.A. and Owner. Contractor shall request and the balance of the pit filled with "pre Da red soil", thoroughly settled by Maintenance of these specifications- tenyerature, elements, and construction operations. Sprinkler heads shalt be as shown on plan or approved equal. inspection at least two (2) days in advance of the tiny inspection is required. water application. g parts of the work: C. Set p position, so that crown of ball 28- GUARANTEE AND REPLACEMENTS S. Curing C. Valves 8. Inspection will De required for the followin plants in center of it, in a vertical will be level with finish grade after allowing for watering and settling and (I) All expgsed surfaces of concrete shall be protected from premature drying (1) Remote Control Valves - Electric remote control valves shall b! as (1) During finish grading and soil preparation. shall bear the same relationship to the finish grade that it did to the soil A- All shrubs and groundcover shall be guaranteed by Contractor as to growth and freshly placed concrete shalt be protected against wash Dy rain. All shown cn plat or approved equal. and health fora period of ninety (90) days after completion Of tfie specified concrete shall De kept wet for a period of ten days after placing, in (2) Plants, after delivery to site and prior to planting. surface in the container. maintenance period, and/or final acceptance by the l.A. A11 trees up to 20" order that curing water may reach both surfaces of walls, the forms shall (2) Gate Valves - Approved gate valves shall be Nibco or Crane 1438 or (3) When vines, shrubs and trees are spotted for plainting, put planting D. Prepare depressed water basin as wide as plant balls at each plant. Yater box size shall De guaranteed by Contractor to lire end grow in an acceptable be loosened and water"shall be poured over the tops of the walls and appir iJ-equal. holes are not excavated. thoroughly, backfilling any voids with additional prepared Dlantinq mix, upright position fora period of six (6) months after completion of the speci- allowed to run down between the concrete and the forms. (3) Check Yalves - Swing check calves shall De of bronze construction with (4) Specimen trees at source, before delivery. fief maintenance period, and/or final acceptance by the L.A. Trees in 20" (2) All liquid curing compounds shall be used in accordance with the menu- M P3T_worTing pressure and shall conform to federal specification 1S. PLANTING VINES, SHRUBS AND GR OUND C OV E RS boxes or larger, and all field grown specimens shall be guaranteed by Con- facturer's recommendations and shall not be used on surfaces receiving 11'1-Y-S1, Class A, Type IY. Check valves shall be model 0440 as manu- (5) Lawn areas prior to planting. tractor to live and grow in an acceptable upright position fpr a period of factured D Kenned Valve Manufacturin Cor an or approval a ual. A. Pines and shrubs shall be planted in pits at least 18" greater in diameter one (1) year after completion of the specified maintenance period, and/or concrete Hardener. Y Y 9 Q Y q (6) Planting areas prior to planting. than their ball of earth and at least 12" below the bottom of the ball. Com- final acceptance Dy the L.A. "Stopamatic" valves shall De normally closed and shall allow water to (7) All landscape construction items, prior to the Start of the patted soil at bottom of pit shall De loosened and the pit filled with "pre- B. All plants that show signs of failing growth at any time during the life of f. DEFECTIVE CONCRETE Dass through when pre,sure rises above 20 Psi. Valves shall be as menu- calendar day maintenance period ("Final Inspection"). Dared soil" to the bottom of the ball. When the plant has Deen uproperly set, the Contract, including the maintenance period or those plants injured or factred for Rainbird, Glendora, California, or approved equal. the Dit shall be filled to the required grade with "prepared Soil" and A. Concrete which is not in accordance with these specifications, oui of line, (8) At completion ofl$O calendar day maintenance period ("Final Main- damaged as to render them unsuitable for the purpose intended, shall be (/) uick Cou lin Valves uick coca lin valves shall be as indicated on thoroughly settled by tamping and watering. All vines shall be removed from level, or plumb; showing structural cracks, rock pockets, voids, spalls, p - Q D 9 tenoned Inspection"). , immediately replaced in kind and size at the expense of Contractor. Plans and shall be a lock in cover. Alternate material ma be submitted stakes, untied, and securely fastened in an aDOroved manner to the wall, fence honeycombing, exposed reinforcing or other damaged surfaces shall De con- q y (g) Inspection reports shall be rade for each inspection b the L.A. and or other surface next to which they are planted. C. Contractor shall, within 5 days notice by the l-A., remove and replace all sidered as defective. for approval. Each quick coupling valve shall have a molded vinyl cover, y yellow in color. All quick coupling valve keys and hose swivels shalt De one copy shall De submitted to Owner and Contractor. guaranteed plant materials which for any reason fail to meet the requirements B. Pre Da re a depressed water basin as wide as plant balls at each plant. Water B. All fins and irregularities shall be removed from exposed concrete surfaces of same manufacturer as the quick couplers. d CERTIFICATION thoroughly, backfilling any voids with additional prepared planting mix. of the guarantee. Replacement shall De made with plant materials as indica- while the concrete is still green. Where patching is required, all loose and unfirm concrete shall De removed prior to patching. Minor rock pockets and D. Automatic Controllers Prior to job acceptance written certifications Shall be submitted to the L.A. ted or specified for the origin' D antinq, and a such rep 'cement ____ C. Ground Covers materiels shall De guaranteed as specified for the original guaranteed materials. honeycombing shall be patched with dry pack concrete. Automatic controllers sAall be as Shown on Plans and Details. for the following: (1) Pits for flat sized plants to be at least 6"x6"0". Ground cover areas E. Control Mire for RCV's A. Quantity and Quality of Commercial Fertiliser and Organic Fertilizer. shall be moistened prior to planting. No flat plants shall De planted 29. CLEAN-UP 10L CONCRETE FINiSHES in dry soil. Upon completion of the work in this section, Contractor shall remove all rubbish, All wiring to De used for connecting the automatic controller to the electrical B. Quantity and Quality of alt Soil Arnendnents called for by Plans and Sptciti- Flat surfaces shall be screeded to the required levels and slopes and then any solenoid actuated by remote control valve Shall be•Type OF-600V, 7-strand or cations. (2) Set plants in center of pits so that crown of plant will be level with trash and debris resulting from the operations; remove disused equipment and im- excess rater and laitance removed. Concrete shall be compacted with a grid tamper solid copper, PYC insulation, single conductor, UL approved underground feeder T. MATERIALS finished grade after settling of soil, then backfill and water, elements of service; leave entire area involved in a neat and acceptable condition . and then floated t•: a true and level surface within the tolerance of i/8-inch cable. Each pilot nr "hot" wire shall De black or color-coded with the comiion (3) Flatted plants shall be well-rooted with runners at least 4" . unot t such as to meet the approval of the Landscape Architect L.A. . along a 10-inch straight edge. wire being white. Plant materials indicated on the drawings and herein speced shall conform to the more than 6" in length. See Plans for concrete finish in landscape areas. F. Valve Boxes following. A. Nomenclature - Plant names indi,;ated on the drawings conform to "Standard Plant 1d• TREES AND ViNES OCCURiNG IN LAWN 1 1 EXPANSION JOINTS All remote control valves, gate valves, and pressure relief valves shall be in- Names" established by the American Joint Committee on Horticulture. Except for stalled in suitable valve boxes as shown in details, complete with locking names covered therein, the established custom of the nurser is followed. Trees and vines occurrin in lawn shall De lanted before final Placement of expansion 3oints shall De as directed and determined Dy layouts of covers. All shall De Ametek, or approved equal, and snail De marked "G.Y.` y g P Drcparation of those areas. slap markings noted "E.J." on drawings. Expansion joint material shall be Quick or "RCV" with station numbers for control calves painted in 1-1/2" high white B. Condition - Plants shall be symmetrical, typical for variety and species, Joint, or a00roved equal, or as noted in Plans. letters on valve cover by Contractor. sou���althy, rigorous, free from plant disease, insect pests, or their G. Backflow Prevention Units eggs, and shalt have healthy, normal root systems, cell filling their con- 17 CARE OF PLANTS BEFORE AND DURING PLANTING tamers, but not to the point of being root bound. Plants shall not be pruned Plants shall not be allowed to dry out before or while being planted. Keep 12. PROTECTION The backflow prevention units shall be as shown on Plans and Details. prior to delivery, except as authorized by L.A. or his representative. In no expo zed roots moist by means of wet sawdust, peat moss or burlap at all times case shall trees De topped before delivery. during planting operations. Do not expose roots to the air except while being All finished concrete work snail De barricaded to pedestrian traffic for three (3) 8. INSTALLATION days. Barricades shall be placed immediately after concrete finishing. Contractor C. * Dimensions - The height and spread of all plant material shall be measured 041-ld in the ground. Milted plants, whether in place or not, will not De accepted Q � �},y ray ���f� shall furnish, place and remove all of his own barricades. Contractor snail De A. Trenching $ with branches in their normal position, and shall be as indicated on the draw- and shall be replaced at the Contractor's expense. .i 'f- (ila� Av" /O-OT- responsible for any damage to new construction and replacement or re Dair of the Ings. The caliper of all trees shall be measured 1'-0" above the surface of (1) Excavation shall De open Vertical construction sufficiently wide to pro- the round. Where tali r or other dimensions of an lent materials are work shall be made without added cost to Owner. vide free working space around the work installed and to provide ample q Pe Y P 1 a. WATERING BASINS C) Y' svace for backfilling and compacting. omitted from the "Plant legend", it shall be understood that these plant DESCRIPTION O F REVISION OATE 13• PATCHING materials shall be normal stock for type listed. A. Construct a firmly compacted mound of soil around each tree and plant to form A PP ROMEO (2) Trenches for pipe shall be cut to required grade lines, and trench bottom a watering basin at the edge of and following the shape of the planting pit 0. ]nspection - All plant materials must Aave been previously inspected at the If patching is necessary and permissible, a bonding agent such as Weld-Crete, or shall De compacted to provide an accurate grade and uniform bearing for nurser b the Count j,artment l HorticulturaDe and shall be sub act area. Mounds for trees and for vines from S-gallon or larger containers, equal, shall be used. the furl length of the line. y y y P shall be at least 1" high. Mounds for all other trees, vines or plants not CITY OF RANCHO CUCAMONGA to the inspection and approval of the L.A. before planting. (3) When two (2) pipDothe prise specified shall be at least 2" high. Excavated earth, if capable es are to e placed in the same trench, a 6" space 14. C ONCRETE CURBS shall be maintained between pipes. E. Plant List - is indicated on drawings. watertshailgDe refilled be used. Any settlement within the basins retaining F. Sizes of Plants - Shall be as stated on the Plan. ContaimKr stock (1- ilOn, equired grade with prepared soil, and adds_ TERRA Construct concrete curbs at locations shown on Plans as detailed, true to line and B.• Backfilling tional nitrogen Stabilized sawdust worked into the surface as required to re- V'S T A - a3- o1T n and 1S-gallon), shall have been grown in containers for at least one store the mulched condition. grade, as approved by the local County or City. Use natural grey Portland cement (1) Backfill material shall be approved soil. Unsuitable material including (1� year, Dut not over two years. concrete, 2000 psi compressive strength. Locate expansion 3oints as detailed or clods and rocks over 1" in size shall be removed from the premises and 8. At the end of theteoday maintenance period all watering basins in lawn areas MOUNTAIN VIEW D R t V E- shown, and as directed, at intervals not to exceed fifteen feet (15'). Finish with disposed of legally at no cost to Owner.' G. Substitutions - Substitutions for the indicated plant materials will be per- sMll De leveled to finish grade and the arca shall De sodded with the steel trowel, then Drusn with bristle,brush parallel to face Or edge. mit ted provided the substitute materials are approved in advance by the L.A. specific soda (2) All backfillimm - TRACTS 12671 -l- & 1 2 6 7 1 2 ng shall De done carefully and shall De properly copacted. and the substitutions are ade at no additional cost to Owner. Except for iS, CLEAN-UP (3) Depth of trenches shall De sufficient to provide a mininmum cover above authorized variations, ail substitute plant materials shall conform to the 111, SODDED LAWN ' the top of the DiDe as follows: requirements of these specifications. If the accepted substitute materials 1� Upon completion of all concrete work and before final acceptance, Contractor shall are of a less value than those indicated or specified, the Contract price rill A. Cultivate all lawn areas to a depth of 8`. Rocks and debris larger than 1" remove all tools, sur los materials, a 12" over PVC non-pressure lateral lines be ad' D pDaratus, debris, etc., from the site and justed in accordance with the provisions of the Contract. in diameter which art brought to the Surface Dy cultivation snail lx removed LANDS N D S A P E C A N 18" over PVC non-pressure lateral lines for rotor system 1&UA 1 �Ci f 4 the site shall b� left in a clean, neat condition acceptable to Owner. 18" over PVC main under pressure N. Plants Not Approved - Plants not approved are to De reiroved from site imnedi- from the site. If cultivation does not break lumps, a Spike tooth harrow - ately and replaced with suitable plants. The L.A. and/or Owner reserves the shall De pulled behind a mechanical seeder or tractor. C. PVC Fide right to reject entire lots of plants represented by defective samples. B. Areas to be planted in lawn shall be finished smooth to present a neat and iw" U (1) DVC pipe shall be installed in a manner whits will provide for expan- uniform grade prior to installation of sod. The lawn ped shall 1x inspected APPROVED BY.' DATE sion and contraction as recommended by the pipe manufacturer. 6 FERTILIZERS AND SOIL CONDITIONERS Dy the L.A. to determine suitability for planting prior to sodding. Con- ( tractor shall obtain such approval before sodding. {9 Rt ` CITY ENGINEER GIN E E R 2 3 9 7 (2) All plastic to metal joints shall De made with plastic male adaptors, Samples of all soil amendments, sod and plants shall be submitted for inspection � � RC.E unless otherwise shown in details. and stored on the site until furnishing of materials is completed. Delivery may C. All sodded areas shall be thoroughly watered. lawns are to De kept con- begln upon approval of samples or es directed by L.A. and the Owner. tinuously moist by watering as often as required. 0 DESIGN RECOMMENDED (3) The joints spa U be allowed to set at least twenty-four (21) hours be- � � fore pressure is applied to the system on PYC pipe. A. Organic fertilizer shall be processed sewage sludge with a minimum content of 0. My lawn areas that do not show a prompt catch of grass shall be re-sodded at U, W Z3 . 1X Nitrogen and 2t Phosphoric Acid similar to "Nitrohunus". Method of Dro- ten day intervals until an acceptable stand of grass 1s assured. e++ (4) After ail new sprinkler piping and risers are in place and connected, cessin snail not destro normal bacterial content. A nd Coneem,Ltd L J b all necessary work has been completed and prior to the installat!on of g y � LANDSCAPE ARCHITECTURE-PLARMNG i sprinkler heads, control valves shall be opened and a full head of water 8. Nitrogen stabilized sawdust shall De bulk, with the following nitrogen content DATE DRAWN .............•. xxx . """,."." . x",..�, - "■,w - I,,-,---,- SHEET used to flush out the system. After the system is thoroughly flushed, based on dry refight: riser shall be upped off and the system pressure tested. 0.5% for Redwood Sawdust Of (5) Sprinkler lines shall be tested in place before backfilling for a period 0.75 for Fir Sawdust . of not less than one (1) hour, and shall show no leakage or loss of Pres- 1.D% for Bark or Pine Bark or Nixtufe C H E C K E D DR AWI G NO sure. During the test period, mirtfmtan test pressure at the highest point Salinity - the saturation extract conductivity sMil rat exceNR.0 E. NO of the section being tested, shall be 100 pounds per square inch. 3.5 millimhos/cm at 25`C. M.S W E E F/E Y DATE FILE NO Q lwkw- A_ tic 1�2 DEVELOPER/OWNER LANDSCAPF ARCHITECTURAL PLANS TERRA VISTA 1 M IL-LIKEN AVENUE ' S omes CALAIS . TRACT 2671 . SOUTHERN CALIFORNIA PROJECT MANAGER TON' DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT Na. 4 1156 N . MOUNTAIN AVE./P.O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX _ NO. DESCRIPTION NO. DESCRIPTION TITLE SHEET wr �- �� 2 IRRIGATION PLAN .� 3 IRRIGATION DETAILS ' � InEorosro CHAFFEV REGIONAL RARCNO CMAMORGA CITY LIMB 4 IRRIGATION DETAILS Nlt\k CH„f rT. � PARK �.._.._.._.. w.w TV ( J COLS ECL % 1. M Ena+oacftrrrertt P rrM shalt be obtained Kan the City Englrleetr prior 10 0ornmiencing any work. PROJECT SITE 5 ONS RUC ION/ 2. As wo* shall be pe formed according a current City standards and the Standard Specifications for Public Worts Construction. ANTING DETAILS ,r.ST PROPOSED;OOTFIIL PLANTING PLAN FREEWAY�; / 3. At the conclusion of rough grading, an agronomic softs report shaft be furnishd to the City Inspector and alt such recommendations ..x 1RIF a" hom such a report shalt supersede soils amendment reoommendations shown on the plans. 7 SPECIFICATIONS ,o I� �oNTxRA •.y� 4. upon completion of Instaft icon, a maintenance period of one hundred and eighty180) days Is requlred prior to Anal acceptance of the '� �� work by the City. Maintenance shall hhcluds mowing, weeding, irrigation, pruning, raising tree root balls which settle below grade, $ IRRIGATION SPECIFICATIONS coym I, ave 10 P00"WL wtarwAe Bring and Appying such sprays as are necessary ler proper care and upkeep. Maintenance also Includes all repairs, replacement, A 41 LAND W� ckmvft and adjusting necessary to keep the irrigation system In good working order with proper coverage. Cornencernent date for i f� matntetLnca Qerfod shall be aporoveQ In Writing ler the City Inanector. Maintenance period shall be adequate I - .. » •• SFE to verify plant characteristic$ and establishment. $ 5. . Om ow*oNw chart shall be provided fhor each controller. Controller chart shall be the maximum size the controller door win allow 1 1 and shall show the ores oovered by the automatic oontroller. The chart Is to be a reduced drawing of the actual as-built system. However, in the event the oontrolw sequence is not legible when the drawing is reduced. N shag be enlarged to a size that will be readable when reduced. The chart tftiatl be a blackline print and a different color shall be used to show the area of ooverage of each • i S"" """"°"°"`"` station. When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between two pieces of - drrAalo , , plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be completed and in piece prior to Anal acceptance of work by the City. ONTARIO INTERNATIONAL AIRPORT 6- 86 xift x 6� V deep ooncrets mtowstrlps shall be provided between MI shrub►groundoover areas and tuff areas. 6"x6" Mow Strip shat 1 also be W~ beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. 7. SiDews& layout Is oonceptual only. Approval of the Anal sidewalk layout than be made In the 6W and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP field oordltions as approved by the Pudic Works Inspector and Project Planner prior to final constn ction. CONSULTANTS •. Application of any chemicals shall be by State licensed personnel.,and shall have a P.C.A. recomendation to direct Ache application. •. Any trees within Ave (5) het of wafts, walks, curbs or other potentially root-damaged hardscape shall be Installed with rootoontrd barriers. Prior to backAning tree(s) planting, contractor shalt have the City inspect root barrier installation. NADOLE b ASSOCIATES 10. No trees shall be planted within three (3) het of curbs. LAND CJNC.l �1t LTD, CONSULTING CIVIL ENGIREERIRG AMD LAND PLA1f1ITRG 10601 CHURCH STREET, SUITE - 107 11. AN tees aro to be located' ten fest from any street light, power pole, or rsinlbnxd concrete bank: Ave feet from any drive Landscape fthpeecWIPlanning CP - RANCHO CUCAMONGA, CA. 91730 approach, Aro hydrant. underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any water meter or sewer line. 1++7W, East Deere Avenue d. d. Pagano 11 Grading Standards for city maintained areas shall be: &nta Ana, CA 92705 IRRIGATION CONSULTANT < * Side walk maximum 8.3%. (714) 250-4822 Fax(714) 752 2469 106 W.FOURTH STREET • SANTA ANA - CA 92701 * Maximum slopes in turf areas 5:1. J (7tat8352353 AV � p * Maximum slopes in ground cover areas between side walk A (� 133 < * and curb 2% z4J O Maximum grade crossing Equestrain trail 2-4%. e * Maximum slopes in ground cover areas behind sidewalk 3:1 MILLIKEN VENUE W F-� Z . LANDSCAPE QUANTITIES CA 83 0 THU to G� M4 au� TOTAL ACRES IN R• .W. 0.22 �• _ KEY MAP TOTAL SO. FT. CITY MAINTAINED AREAS __9600 N.T.S. r DESCRIPTION OF REVISION GATE CITY APPROVEO - TOTAL TREES IN R.O.W. .... CITY OF RANCHO CUCAMONGA I 0 TERRA VISTA _ Z MILLK EN,, ENUE TOTAL TREES � v > TRACT12611 TOTAL 24' BOX TREES IN R.O.W. ALBIZIA JULIBRISSIN 1-24" BOX - - LEWIS HOMES TOTAL 15 GAL. TREES IN R.O.W. 1B _ krilA (q APPROVED BY DATE CINNAMOMUM CAMPHORA '11 15 GAL PI - 15 GAL Q \t� M- Sq�s�.�f CITY ENGINEE RCE NO Q NUS CAI'NARIENSIS 7 ��. � �. TOTAL 5 GAL, SHRUBS IN R.OvW. 3 8 8 DESIGN � REC 'MMENOE D '� � UC. x0. 1283 _ _ and Concern, Ltd I� s I �, 1750 EAST DEERE AVENUE i DRAW WITA ANA CA 92705 SHE[ T GA i PROW (714)250-4822 �_or 8 CHECKED RCE NO DRAWING NO Of CA t DATE FELE NO SHEE OE._./6 PRESSURE CALCULATIONS - r MATER METER# _ [ WE P F fLG.1. 1411 • •• ELEVATION 1212 122 X.4 REMOTE CON.ROt VXLVE .A-1 t sm is, t MIIXtIRIIN UEIYIAIMD C.',M• ELEVATION 1277 • r11ESSURE A R.C.V. ��.l►a.L• a POINT OF CONNECTION TO BE TO A 2` MATER * METER. CONTRACTOR TO MAKE NECESSARY ARAN - -r - WATMINETER 1_s ` GEMENTS WITH THE CUCAMONGA COUNTY WATER r _ R.R.sAClnLorr DEVICE t tLs • DISTRICT FOR INSTALLATION OF WATER METER i CATEVALVE 14 -�— AUTOMATIC CONTROLLER TO BE A CALSZNhE CONTRACTOR TO PAY FOR-'MATER METER, EXTEND r MASTER M IRRIGATION CONTROLLER #CA-L000�12 - MAINLINE TNCTAI I A FFRf Ot42'5 -&1 r t�DfAc�- y�_ � ,. . ED PRESSURE TYPE BACKFLOW PR-EVENTER, PER' PMS.MG.1PALL-ORi STATION) INSTALL IN A MYERS #MEUG-I- ALL CODES. INSTALL' A CALSENSE #220P-1}J - 2 s- AMIN LINE LOSS ''► `'M-285 ELECTRICAL/CONTROLLER ENCLOSURE FLOW SENSOR PER CALSENSE INSTRUCTIONS,,. 1 s- IMMOI C� V*VC s- ; `CONTRACTOR TO ARRANGE FOR POWER INSTALL A"HARbiE -#102 NORMALLY OPEN -u-- -CIINNEGiION_..ADIfLFI FrTB1CAI MF�g_�_�_�.. MASTER/PRESSURE REGULATING- VALVE, LATERAL LI y� INSTALLATION AS PER THE CITY OF CONNECT ALL EQUIPMENT TO THE AUTOMATIC RANCHOCUCAMONGA. ACTUAL LOCATION CONTROLLER PER TUE MANUFACTURER IN- 1 - .�rINGLo�r�l �� 4 . OF CONTROLLER TO BE AS DIRECTED ON � � ••.�, a ELPVATIONCHANGEMAIF4 _s2iZ STRUCTIONS. ; �. SITE BY�THE GI?� g poo,^VT� _ 1 .•�! TOTAL SYSTEM LOSSES r h_a '- D C 0•itM '� /fESSt11E REOL7111E0 AT HEAD: Ake_ -.. _- •- << __. - - _ - .-. . • � roes!I�EssvRE REQUIRED: •'� \ -• t srATtc PRESSURE AVAILABLE: ZN \ W- E IIEG.MEiSURE AVAILABLE IPRE-SETT: Olt RESfbttAftZ1M1TER�IIESSURE: i ALENC N DRIVE- � l{ ' ' -• � -� - - � � . BELP PLA . CI'Ty RESIDQAL WATER .. '• ,� 4 A WPRESSURE REQUESTED: ism r.SjL TRACT 1267 D At 34. I,� I„ I,. I„ ��, �+ Py� ►I;" 'I I • ,Le N " IM la i ; _ 'Iia f/1• a�" • ,r Ire "�'Ti ► • a - - ~ f , 40 7 10 Ai I. TI. yL" 1'L` a4•' - Z" I" 'l4`� ". 'h" o—Ih" •j >�t I,• � i W • VZ" j4" 1 Im - ! ell n r yr 3e• y�� y;a I„ I„ �. �•, �,, else' I• �" (' 35 A4 ° roe,. I ��G• a 1 �'O.G. ., /285. 0 3 W I' 2 3s �, U. A9 > MILLIKEN cc , AVENUE , t.� OTE �K COUPLW0 VALVES TO BE LOCATED' , SHRUB PLANTOW AREAS ONLY..(TtPj 1 .hs �GZG• a ' • W_ i r ` Z ' 1. sass Ims- z - TB T -I TRACT 13300 POINT OF CONNECTION -CONNECT TO 2" TURBINE WATER METER FOR IRRIGATION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLA ION OF NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, EXISTING WATER PRESSURE: 56.0 P.S.I. STREET LIGHTS, TREES, ETC.) INTERFERE WiTH THE SYSTEM DESIGN PRESSURE: 40.0 P.S.I. SPRAY PATTERN OF THE SPRINKLER HEADS SO 41S TO PEAK IRRIGATION DEMAND: 35.0 G.P.M. PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL HELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF NOTE:-THtS IRRIGATION SYSTEM iS BASED CIRCLE SPRINKLER HEAD ON EACH SiDE OF THE UPON A MINIMUM OF 3" WATER PER WEEK OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. APPLIED BETWEEN 11-M HOURS OF 9 PM ALL ADJUSTMENTS SHALL BE MADE AT NO IRRIGATION LEGEND AND 5 AM / 6 DAYS PER WEEK FOR TURF ADDITONAL COST TO THE OWNER. �Atstl7rSa rotarD><a as><zttfs tfo�ras AREAS, S:'.1 0L N.A!i1,Ft,CTURER/DESCRIPTION MODEL KJ. FULL NAL F OTR. PSI RAD. - T1ds 1,20*t regtti:•es arse (1) CsiEensi outstare "*near Else every hmr (4) ❑ n RAINBIRD TURF STRIP SPRAY #1806-SST-&,AA "5 1.47 20 9'X16' trrfration valtes, e•g•, a CalSense model 2000-20 STA requires i moisture O (� (b RA11:3IRD TURF SPRAY HEAD POP UP 11206-12-LG P s 2. 1 1.05 .53 20 12' "n°°r`' NOTE: CONTRACTOR TO COORDINATE CONTROLLER Installation or placement at motatare sansors stall be tae cmeb �aRD W?" the -_PROGRAMMIMG. i IT1L_k CAL SENSE RPPRt SJ:bITAT4VE X W RAINBIRD SHRUB HEAD POP UP #1L'12 -10-1_A t1A 1.30 .65 .33 20 10' manufacturer. AND A STAFF MEMBER OF THE CITY MAINTENANCE RE MENCE TO SHT. 6 FOR PLANTING PLOW SENSOR NOTES FOR *CALSENSE* ONLY X V V RAI N3I RD SNRU3 INEAO POP UP 11812-12 so 2.60 1.30 •65 30 12' icor installation and purchase lnfbrmatlon wntect: , DEPARTMENT. 10 RAIINS!RD ReIMOTE CONTROL VALVE IEFB-CP-PRS, SIZE AS NOTED ON1 PLAT !vote, 0 RAINBIRD QUICK COUPLER VALVE 133-V,rQ(ir WITII LOCKIiiS YELLOW VINYL COVER Ellett Murray 5075CalSnseCor Ci T Y c.:.iense Model 120P shall be installed in-ane, one (1) per nater ester. FEQCD REDUCED PRESSURE TYPE BACKFLOW PREVEIITER !!825Y-BV-2a, SIZE PER PLAN' 2075 Corte Dei !foga!, alzfte 7'• DESCRIPTION OF REVISION DATE APPROVED Carlsbad, California 92009 as per notes, with !' of PVC downstream of flow sensor and 1' upstream, ►•1 NI6C0 GATE Y:.LYE LINE SIZE IT-113 (fi19) 071E-0525 pipe sized as per flow sensor site. Eg: 7" mainline, 2" sensor: S' of 20 � t 1 STATION{ AUTCN„�TIC CO'ITRC�'_LEP. �pSM1A • Q CALSEINSE AUTO!•.AT,IC COWTROLLER OCAJOCI- ) - CITY OF RANCHO CUCAMONGA PVC and 1 of 2 PVC downstream and upstream respectively: 2 main- line, Ii*•.sensor: 2' of 1;• PVC and 1' of l;" PVC. -•--�--- AS AP?R0;'ED PVC CLASS 315 PRESSURE RAIN LIiNE FOR PIPE Z" A!' D LARSER � Q�G� �p �� M• Sq�` AS APPROVED PVC SCII 40 PRESSURE FAIN LINE FOR PIP ' 1}" A'iD S!"ALLER Z� 4IV � � �p TERRA VISTA Row sensors shall be installed ten (10) pipe diameters upstream or - W Q t t ti 0 r ' . downstream from any valve, fitting, sister or backflow device. Eg: In a ABS APPROVED PVC SCH 40 EO!I-PRESSURE LATE;UL LIME/, SIZE AS NOTED ON-PLA'{S vQ Q I ." � L' no Im � TRACT 12671- lo- ' 2" matnllne• the Calsense Flow sensor to be installed so" either stale, !{ POINT OF CO!NNNECTI04 TO BE QM 1"'ATEP. 1'ETEn, PROVIDED BY 0T}{ERS Y `! °1 "t�lj t7 away from aforementioned equipment. O , ! ACTT a Q T -. IRRIGATION PLA N CALSENSE FLOW SEIISOR k220P- 2" Ii1STALL PER r+OYES 011 PLA,I 12671 TRACT 13351 W. � •t} r W Nares from now sensor to controller shall consist of one (t) black and one (1) O HARDIE SERIES 102 NORMALLY OPEN MASTER VALVE. INSTALL PER � Y��rf OF C1►L� LEWIS HOMES U _ veal standard sit irrigation valet wires. C7ILSENS`E RECOMMENDATIONS. j — - APPROVED BY ��-•�/ ' a W DATE' Pow .en ser shall be housed in . valve so: ., per irrigation remote central N CITY ENGINEE RC.E NO. valves specified on plans and marked "F.S." y TRACT TRACT � m now sensors available from GENTILE ASSOCIATES: INSTALL INSIDE OF 14YERS ENCLOSURE 1 - RAINMASTER 13300 13299 DESIGN RECOMMENDED 23642 Alicia, Suite 1111 #24-PC REMOTE CONTROL PIGTAIL AND TELEPHONE CONDUIT. p \ Land Concern. Ltd. - _ M Mission Vie•o, CA 92691 A� r 'r? F 'E- - " — OC DRAWN 1750 EAST DEERE AVENUE ►, (Gla) 458-WS2y DE11OTES VALVE STATION NU SER •--. DENOTES GALLONS PER MINUTE W SHEET ` WATER PRESSURE INFORMATION OBTAINED FROM JOHN KNAPP t► SANTA ANA CA 92705 8 DEPIOTES VALVE SIZE �'" AT THE CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 KEY MAP PHONE t7 a)25o-aa22 G NO ON 09-17-90. NECKEO DRAWING NO N.T.S.NTSSCALE 1':20' RCE No d� DATE FILE NO SHEET.LO.OE16 . i i (Oul"ST ro IN I"I'ALlt1 AT A MINIMA M Ir PROS MY STWTAtS OR IMRISC plat. _ R9RALLEL 70 STR&e!T 2 ALL ANOrt UIOLAN ASMAILY %Wt I(C(lot (2) COATS OF NIS 0211R1 801 (1) COAT 1 ROUND CONCRETE V BOX A COVER urtAiOA (NAIIL - COLOR AS ML(CT0 IT THE CITY ROUND COMC. tAltt BoX COVERMARKED .» s Wilt MARKED PRESS REGULATOR I. �� uII Is A(Xt ro A sTNucruRl (IA. WALL, Bu1LBIK, trc.) NOuNt TtsT cacsrl .� FOR I MAAXFo •INNtLATtOM wrt• PLO OR"CHRISTY" F OX b FLBD LID qI1. LOCATE ST ET�AWd WiT114W APIMS WHIRMeVea POSSI" _ ('� I I f COMPACTION SPECS. •CNAISTT• ilB IOi S FIBD 110 (OA tOt1Al1 .-------------•---.T—SACXfIOW PNEVENTCIA ASSMI �+ ° - I' IN LAWN AqFAS1" IN LAWN AREAS J' III PLM1 ZEDS FINISH OAK _ 3" IN PLANT BEDS LtMt sttco BRASS .. .�, FINISH GRADE GATE VALVE PASS Ni►PL( - TYPICAL (4) P ACLS 3C ( - Ili _ it PASS 10• ILL - TYPICAL (2) RACtS VIi I -NOW-PRESSURE LATERAL LINE AND DRIP• � Oil I ---------------- •ASS Mt►.tt NN TUBING SCH. 40 SNAKE PIPE IN TRENCH. s PASS Wt STRAINEN Wi" 10 RISK FA� L I I I !BASS UM I O MOIL SC.EUI - ` 1 b"TMict . tr ria CO►CaTI ►A/ I �I UOPAAMtt) r ' PRESSURE Y LINE: Sp . 40/C .31S C TO AIN MINIMUM ISKAXEPIPEINTREVCM {i BRASS LATE rAtrE >_ ' FNo1 WATtI "MI Ft11tSM iNAO( = I ( = .11�l �I i WITH BRONZE MANDWMEEL s °D PIPE FROM METERPRESSURE REGULATOR � , — .j 1� PROVIDE 2 OF CLEM BACKFILL s �I{L •. �•��-•fib• 3/4• WASHED CRUSHED I I PIPE TO BACKFLOW 1 ��'� M PREVENTOR ' ; o°•, �.•• • :; AGGREWTE LASE k_ = w�ss"it t . tYPtCAL 12 TYPICAL LN AT 1S' O.C. Alta INSTALL UNDER . �, '� - . . •1 � � � II � CONTROL VIRES • RUNaIE AND TAPE ' •' FLOW--� llv' Il�il 10: carurial THRUST•iiOCXsCNClk(Tt TO PRESSURE SUPPLY LINE SCH 40 PVC RALE ADAPTORS - A(Qv'ftP (2) ►LACES SCM 40 PVC HALL ADAPTORS G . w C-%J11 1'c 6 u c. ,` TYPICAL (2) PLACES NOTE: IF CJv liM( TO STST[N6 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALtt BOX. v� a q e • e• e• c o• ! ,O b `' PASS 10' ILL • TT►iCAL �I •-� Cl`* (2) PLACES NOTE: 3/4" WASHED CRUS AGGREGATE BASE 1 . PIGTAIL AND LOOP CONTROL MIRE AT 90° CHANGES IN DIRECTION. OMIT GATE VALVE- 3" or smarter PRESSURE REGULATOR VALVE REDUCED PRESSURE BACKFLOW PREVENTOR TYPICAL TRENCHING 4 3 2 CONC. VALTt 00t 1 PLASTIC COYER EMBOSSED-IRAIIIAT101 ACV' 'tM1STT• B9 IPI 1 Fl9D t,11 L1f VERS To SMIRtut - New ►irt to MEEK-1-Ir288tpCLOSURt ` SKCIFI10 K"N IIITN 41• ELLS ELECTRIC METER SCE 1 I N 40 P% Olt A0AlTOR COLOR COOED MAP FOR VALVE SEN O ►K Islam t- - - - LOCATION INSIDE (PER. $PEC'S.) CM.ft,itLi t000 tAvv &-Lfrl WALL MOUNT CONTROLLER - .00, ONTROLLER - � MOUNT WITHIN ENCLOSURE. l20 VOLT WIRE IN RICID STEEL RUSS[t CAP SUPPLY OUR KEY • RAIN SERO» OIRCWtTtt TttL01/ lTRUCTVtt OR i• IN LAW ARtJIS °WAV�.T1�M CONNECTORS L _ _ _ J CONDUIT (PEI LOCAL COD[) HARDSCAPINC PIR 12 QCV'S INCLVDIMC NOS! V iN PLAMT fEOS tL[CTIIC CONTROL VALVE ON-OFF SWITCH AND 110 VOLT SWIVELS. • _ _ EXTERIOR OUTI.iT'_�TU It PROVIDED tY FINISH CRADt - INSTALL IN FisISM VAX r � CONTRACTOR. rLAIITtt IID ONLY � lB"-MA:t•r• I• CLOCK ON410MU FINISH VIRES IN 1" t t [ _-- -- -- I - PIS TAiL tt►ARZt01 ADDBCH. so PVC CONDUIT •v _ �' 1" 2' X )' X 4" CONt:RETt FOOTIIiIC IODI (M)t. Z4 1.10114) MIM. j INSTALL A MINIMUM OF )" ABOVE PASS ANCLI SLOK c1 _ d ef GRADE AND SLOPE TOP TO DRAW SLIP BASE SOCKET OYEA ENO OF WIRES VALYt V/1NIOR �k a jft� �' I'D AT A MINIMUM OF 21 SMAS$ NiPPLE STAINLESS STEEL s —FLOW Ike, I I ' ► ; ��,� STEP I -�*�•e� BCIltV CLAMP = /MASS II►PLE •" I,uI I+ LEP 1e DIRECT IURIAL VIRINC TO " BRASS 10 Ell I VALVES, BUNDLE AND TAPE EVERT M NINIMLIM t3) Puat � SSRI/ VIRES APPROX. SIB' FROM ENDS-TWIST TOGETHER BRASS 10 STRZIT ILL •� IS FT. O.C. INSTALL WITHIN MAIN 3/4' USKO CRUSHED APPLY SEALEQ TO OUTSIDE OF SEALING PLUG-FtIL /BASS NIPPLE - t" LONG A6(AtGATt LINE TRENCH. CAVITY WITH SEALER Ii RtBAt !TASK! IRASS 10• STREET ILL (24» L0NIC) II ill ' ' S{ll RO wC Rt►Rt NOTtsi STET i _ 1 = •--CONTitot 1 Coos VIA($ 1. INSTALL CONTROLLER ►tR NYC. FEINTED tNSTRUCTIONs, AND PEA LOCAL CODES AUT CRIMP SLEEVE OYER WIRE [NOS-C1ttMP SLEEVE -I LOCATION TO BE APPROVED IN FIELD BY THE CITY IMSPECTOR PRIOR TOCONSTRUCTION LAND CUT OFF EXCESS WIRE FINISH: 2 COATSAmY1Q1E DHSS! SEMI-GLOSS tNAMELCOLOIA Otillt%TY BASE SOCKET OAR ENO AS FAR AS POSSIItLE xN 40 Arc use TIC PRESSURE Su►rtT List 3. COMMON WILE TO B[ vwiTt AND CONTROL VtRt t0 BE 1111) IN COLOR. � /-PULL ' 1. NO SPLICES SMALL 1t MAD! BtTYLtN CONTROLL[t AND RLliOTt COMTROt. VALVE. STEP I A. CONTROL VIRINC SEQUENCE CORRESPONDS TO OPEUITINC SEQUENCE OF REMOTE CONTROL I- INSTALL tDItTt0. VALVES A NIS" D< �r FIX sTRvcTuas a NAROStAti11B. VALVES AND AUTOMATIC SPIINKLEI CONTROL UNIT STATION CONNtI'TIUM SEQUENCE. 1.. -PUSH SEALING PLUG INTO BASE SOCKET . .• t. INSTALL VALVES In PLArYT It OS lKatrtR POSSIBLE 1(I1 10 SIOEVkF3. SEQUENCE SNOVN ON 09TAIL IS FOR RI►EREMCt ONLY • $tt IRRICATION PLAN FOR ►ASM WIRES TO ENO OF LASE SOCKET TO ASSURE CORRECT VALVE ScQutMct. PttSSURE SUPPLY If. KXI TALVt IDI At ILOrt ANSLIS TO STRUCTURES OR 1MAOSCMIN9. S. RUN ONE 91TILA VIII (COLORS ORANCt) TO FARTHEST ICY • FOR FUTi 1t USt. COMPLETE SEALING OF CON'IECTION I LINE FITTING i 1. KKi AiiRt4T11 M101 TO I11S1AluTt011 OF rAtVt 10:, b. PROVIDE ItJ1INMASTER 24 PL PERMANENT MENTOS£ ' CONTROL PIGTAIL AND STET / �------PUSSUU SUPPLY LIVI S. ATTAR %MISTY• VALVt iOENTiF1CATION TAB 191TN IvrROPRIATt COrTtO M In TELEPHONE CABLE CONDUIT FOR FUTURL MODEM INSIDE THE ENCLOSURE �RAIN9tROA•TITE WIRE CONNECTOR VAIL Yt 1116M1 • TO CONTROL V l It. REMOTE CONTROL VALVE W/ITH S QUICK COUPLING VALVE WITH METAL STAKE 7 SHUT-OFF E VALV & U 0 NI N MASTER VALVE AUTOMATE CONTROLLE w i R E CONNECTOR 6 5 . GENERALNOTES • THE IRRIGATION SYSTEM SMALL BE FULLY GUARANTEED FOR A PER= OF ONE 1. ALL LOCAL MUNICIPAL AND STATE LAMS. RLAES AND REGULATIONS GOvERNiNG • 00 NOT WILLFULLY INSTALL Ally EWIPMENT AS SHOWN ON PLANS WHEN IT IS • WHEN THE SPRINKLER SYSTEM iS COMPLETED. THE CONTRACTOR. IN THE OF RELATING TO ANY PORTION OF THIS MCMC► ARE HEREBY INCORPORATED INTO OBVIOUS IN THE FiELD THAT UN►NOMN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CtTY49 AUTHORIZED REPRESENTATIVE SHALL PERFORM A M YEAR. PL DEFECTIVE ECTED by 7 MATERIALS OR POOR MOT►4;, AT P SHALL BE REPLACED OR CORRECTED Er THE IRRIGATION CCINTF�ACTCIR AT NO DESCRIPTION OF REVISION OAT! CITY AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE 1T IS CWLETE AND ADEQUATE. THE CONTRACTOR A►►RovTo ADDITIONAL COST TO THE CITY. BE CARRIED OUT Br THE CONTRACTOR. !:HALL BE BROUGHT TO THE ATTEN-10N OF THE CITY'! AUTHORIZED SHALL FURNISH ALL MATERIALS AND PETFOF:M ALL WOR►. REQUIRED t0 CORRECT �kN REPRESENTATIVES PRIOR TO Amy MOFr OR THE IRRIGATION CON'RACTOR SHALL ANY INADEOU^CIES OF COVERAGE AT HIS OWN COST. THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FEIF A FER10D OF CITY OF RANCHO CUCAMONGA 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS O' ALL EXISTING ASSUME ALL kESPONSfEILITr cpR A►vr PIELC CHANGES DEEMED NECESSARY pr _ 1TILITIES, STkUCTURES. AND SERvICES BEFORE COMMENCING WOR► . THE ONE HUNDRED EIGHTY (180) OATS AND SHALL WATER ON A REGULAR BASIS. �V � 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 TO BE SCHEDULED AT THE FOLLOWING STAGES OF ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND INSTALL ALL EQUIPMENT AS SHOWN 1N DETAILS AND SPECIFICATIONS. INSTALLATION: �' �' �' -- TERRA VISTA ACTUAL FIELD CONDITIONS SMALL BE REPORTED TO THE OR Y. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND C131C4LINTY REQUIREMENTS FOR BOTH EOF'M UIENT AND INSTALLATION. WE • INITIAL ME-JIGS MEETING WITH THE O . AND LANDSCAPE ARCHITECT. TRACT # 12671 THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO • CONTRACTOR SHALL KEEP THE PREMISES CLEAN ANO FREE OF EXCELS • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREvENTOR REMAIN ON AND ADJACENT TO THE PROJECT SiTE DURING CONSTRUCTION. EQUIPMENT, MATERIALS. AND RUBBISH INCIDENTAL TO WORM OF THIS • PRESSUMRE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD by CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE REGULTING SECTION. TRENCHES. THE CITY'i AUTHORIZED REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. ATE !•" " AMN DE I ALS FROM HIS OPERATIONS OR NEGLIGENCE. ► • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN • COVERAGE TEST OF 1+'PRINKLER SYSTEM PRIOR TO RANT 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 CONTRACTORR, TO BE ARCHITECTURAL PLANS BEFORE: BEGINNING WO;F4(. MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. APPROVED BY DATE , AVAILABLE MATER PRESSURE ON THE SiTE PRiOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF WMJ PER THE 4, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. PLANS AND SPECIFICATIONS AND BEGIN ESTABLISHMENT PERIOD. • ALL LOW VOLTAGE WiRE FROM CONTROLLER TO VALVES SMALL LIE SOL iD COPPER CITY ENGINES RCE NO Z421-lia- PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. OF 914 DiRECT BURIAL TYPE. USE RED INSULATED MIRE FOR PILOT AND DESIGN Rfc,'"wENDE0 • THE CONTRACTOR SHALL PROVIDE TO THE CITY . U1,0N THE COMPLETiON OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE S. CONTRACTOR IMALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED THE JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS. WHiCH SHALL BE PIPING WIERE POSSIBLE. BUNDLE AND TAPE TO PIPE Al If FEET MP • THE CONTRACTOR SHALL NOT ALLOW MOR CAUSE ANY Qi HIS WOR► TO fE CP _ Land CorTsern. ltd EXPENSES, WITH THE CiTY'• AUTHORIZED REPRESENTATIVE. VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALE-THROUGH. INTERVALS. PROVIDE TWO EXTRA PILOT WiRES TO THE END OF THE PIPE RUN DRAWN 50 EAST DEERE AVEMX SHEET IRRIGATION NOTES COVERED UNTIL IT HAS BEEN INSPECTED. TESTED AND APPROVED THE IN TWO DIRECTIONS FROM THE CONTROLLER. COIL TAE LAST 2 FEET of THE TT GiTYS AUTHORIZED REPRESENTATIVE, • A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS.AND THEiR HIRE AND LEAVE IN VALVE 901. t�Lr"1611=64 A4.LM60W11460L61t. d PaganoDr -j -- SANTA ANA CA 92705 3 a 8 • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS A"ROPRIATE SEQUENCED VALVES SHALL BE LAMINATED BETWEEN 2 PIECQ. I PHOW (710250- 4822 - - FOR DESIGN CLARIFICATION OWY ANO IS TO BE INSTALLED WITHIN PLANTING OF 20 MIL PLASTIC, 11" X 17" -SIZE AND MOUNTED ON THS N(RIGATION CONSULTANT INSIDE COVER bF NOTES CONTINUE : CHECKED OAAVMIMG P10 ..S R n roLwrn.T+IM1T _ RCE no THE IRRIGATION CONTROLLER. �„ANACi41� 01prel PP AREAS AS NECESSARY, � "( II1•1•b""s DATE FILE 110 • SHEET OFA - r NOTE' NOTE: ' 1. LOCATE HEAD G" FROM WALKS, CURBS, MARDSCAPING, MOW STRIP, HEADER BOARD, AND I. LOCATE HEAD i` FROM WALKS, CURBS, HARDSCAPIIIG,lMOW STRIP, KADER BOARD, AND EDGE OF LAWN. /2' ABOVE FINISH .GRAOE EDGE OF LAWN. 2. LOCATE HEAD 12" FROM ALL STRUCTURES. MI-POP SHRUB MEAD 2. LOCATE HEAD 6" FROM ALL STRUCTURES. FINISH GRADE 3. USE TEFLON TAPE ON ALL MALE THREADS. 3. USE TEFLON TAPE ON ALL MALE THREADS. ' 4. INSTALL HEADS WITH INTERNAL CHECK VALVE ANO/OR PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. POP-U F ROTOR FLUSH IN SEED POP-UP TURF READ 1"" IN O o 1 112' IN SOD IN SEED F GRADE FIKISH GRADE _ 111 N NON-PRESSURE LATCRAL LINE i FITTING MARLEX 90• STREET �^ ELL SCH BO PVC NIPPLE ri MARLEX '90' STREET ELL SCH 80 PVC NIPPLE MARLEX 90' STREET ELL (MINIMUM 3" LONG) (MINIMUM 4" LONG) 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 I MARLEX 900-STREET ELL , SCH 80 PVC NIPPLE. - TYPICAL (2) PLACES NON-PRESSURE-LATERAL LINE i FITTING ANTI-DRAIN VALVE AS REO ANTI-DRAIN VALVE AS 'REQUIRED MARLEX 90° ELL NOTE: « MARLEX 90• STREET ELL 1. LOCATE HEAD 0- FROM WALKS, CURBS, NARDSCAPING, MOW STRIP, HEADER BOARD, MO NON-PRESSURE LATERAL LINE i ING EDGE OF LAWN. 2. LOCATE STREAM SPRAYS $- FROM ALL STRUCTURES, 'AMC SPRAY HEADS 12' FROM ALL STRUCTURES IN SHRUB AREAS BUT 6" FROM ALL STRUCTURES IN GROUND COVER AREAS. 0mrr 3. USE TEFLON TAPE ON ALL MALE THREADS. ' HI-POP SHRUB SPRAY POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR NNW 1' IN TURF AREAS Ctq MrY COLW. VALVE BOX Be IN SHRUB AREAS WITH 2-6• EXTENSIONS AND LOCKING COVER. FINISH GRADE �a O Y ,� ,• � •.,' ` __ SNAP-TITS' - ELECTRICAL UF14 ,•y +' -- CONNECTORS � EXTENSION WATER-PROOF " ' _ I I / _= FINISH GRADE CONNECTIONS -_ ( I _ UMBO BOX VALVES S PIPE BLACK RED10 PIPE DIAMETERS COMMON WIRE = COMMON WIRE SENSOR DIAMETERS woo 0" FLOW CONTROL— / CONTROL VALVE CONTROL WIRE BURY WITHIN MAINLINE O WIRES ROOT SYSTEM CALSENSE ANY LENGTH 14 AWG WIRE c ° EXTENSION �-- WATER FLOW IM TO SENSOR + 6' MIN. ° PEA GRAVEL• fly" f Q�� j DRAI SUMP 0o M 2' - r MIN, MASTER FLOW BACK-FLOW WATER VALVE SENSOR PREVENTER TER e H 3aE 1G2 L Z`GGS E 2"FE8C0''g�S'( L2 d!z.10 P CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION CALSENSE SENSOR INSTALLATION CALSENSE FLOW SENSOR INSTALLATION NOTES CONTINUE: DESCRIPTION OF REVISION DATE CITY APPROVED `P`��pRNIA (qN��c CITY OF RANCHO CUCAMONGA • PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE • ALL SPRAY HEADS ADJACENT TO SIDEWALKS, 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 BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. ~, 0 � n TERRA VISTA PIFE OR EQUIEMENT. IN THE EVENT OF 6ACk:FILL SETTLEMENT, CONTRACTOR C2 � ' LIC. NO. 1283 x TRACT 12671 SHALL PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF IIQ rilloa '� ��� RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE :mac+_ IRRIGATION D E T AIL S • ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHED. 40 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW � ATE � SLEEVE WITH 36" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. ON PLANS AND INSTALLED PER DETAIL. • PRIOR TO BACKFILLING IRRIGATION TRENCHES: • ALL OF LIFp��\P CA LEWIS H O M E� S WHE COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT !0 AREAS WHENEVER POSSIBLE/ AND WITHIN iB" OF THE HARDSCAPE. 125 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE APPROVED BY. DATE. CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING CITY ENGINEE RICE. NO. 24953 NEW MATERIAL IN ITS PLACE. • ALL THREAbED PIPE CONNECTIONS MADE TO SLIF-JOINT PVC PIPE SHALL BE DESIGN v RECOmMENDED MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND IRRIGATION SPECIFICATIONS SEE SHEET 8. n ��f� Land CorlCern, Ltd. COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. DRAWN 1750 EAST DEERE AVENUE SNE E T • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW �� SANTA ANA %A 92705 HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. P —oF 8 HONE (7 1 4)250- 4S2Z CHECKED RCE NO DRAWING NO DATE FILE NO 1141—L . SHEET F ' s 1. STAKE TREE PERPENDICULAR TO PREVAILING WINO. .-PLACE *GROW-PDWER' TMS 1N PLANT s PLANTTABLET SCHEDULE CONTAINER PRIOR TO PLANTING foR fC OBSERVATION PURPOSES. I fiiRQ-POWER PLAHTIN ■ TA© ETg FOEI CONTAINE_. Rei ROWNPLANTS _ . TOP of STAKES 3' 4 MId: .411Et• 4 IL 1 GALLON CONTAINER RECEIVES................................... 2.3 TAIRLET16 = IN TRUNK _ ?j� �M�1C. lO roloW (2)SETS C OVCF I TIIES SPACED 2 r APARTRW GALLON CONTAIIIER RECEIVES....................:.............. 3.0 TABLETS MYSTR=7RM7b(9)LODGEPOLES 1 2• MAXIMUM fGALLON•CONTAINER, RECEIVES................................... 0.1 TABLETS , 2' VIA. LODGE POLE-STAKES 8' LONG T GALLON CONTAINER RECEIVES................................... ♦ WITH WOOD PRESERVATIVE STAIN,10 TABLETS APPROVED TREE STAKES (2) - - STAKE A MINIMUM OF 12" INTO PER SPECIFICATIONS 10 GALLON CONTAMER RECE/VES.....«.......'•"...'.»'w "'."".....10.12 TABLETS UNDISTURBED SOIL AND ALIGN STAKES /--ARBOR GUARD IN TURF AREAS AND FRORT YARDS. OUTSIDE ROOT BALL. 6" DIA. PVC PERFORATED PIPE - FILL N � 12* WASHED BASE COTAINERECEIV ...................................1 .14 TABLETS GALL � ��. I �. ` 00 LENGTH EFROM F I 10 TO 1 ,$LOPE w • 24- sox RECEfVES..............................«..............14.10 TABLETS 30' 1444- sox RECEIVES.....................«.«. .10.10 TABLETS •• %t 1 ......«..«....... DEEP ROOT OR - . J i,. "- 22-29-18P WHERREUREQUIRCORED OR PLANTER �� �I 3i- sox RECEIVES... • ' APPROVED EQUAL. SECTION A—A APP+M'M WW#M RML CRM ............................11.20 TABLETS . W • ,i m - "GROW-POWER" PLANT TABS PER tY.. 4=" sox RECEIVES................ MANUFACTURER'S RECOMENDATION .................«............20-22 TABLETS S� SCALE 1/8" • 1� p^ SECCITONINRO.W.TO a 2% » ' • W o BACKFILL MIX PER SPECIFICATIONS 41- sox RECEIVES.............................«...............22.24 TAOLCTS N _ NATIVE SOIL ~ I TWICE ROOT BAIL DIAMETER I� 00` SOA RECEIVES.........«....................................3t-31 TABLETS PLANT PIT TO BE (2) TIMES THE ' WIDTH OF THE ROOT BALI AND 12' . (A) CITYO • - 2' � 2" BELOW THE BOTTOM Of THE ROOT BALL. LARGER SIZES -•• FOn EACII 112- CALMER USE:...................». 3.4 TABLET" , TREE STAKING - C RO !§ tfltT Installation of street' trees per the following Criteria: r~bT � ' NOTE: t:�u-moues/4 ��To M �� �T -TPA GAJ 44p- All* street) trees are to be placed in accordance with City Standard Jp - I/z �y h'1r4kIM1Jh'I P')�Tu a�Kol 1. ATO2o�0MO.E.JO�S AT 10'-0. 0.8' *0 3/80 ftTUglm15 MT ExP�t slow JOt1(TS 1601. _ �l-'1 �bCii✓ � NaR��f� - j * All street trees shall be staked and planted according to -City v v v v IN 1JtW , • ; Standard 605A or 6058 as proximity to hardscape dictates. 1N ►Ltd'tT tEo CONCRETE MOV Cults - RADIUS EXPOSED Mt *. Backfill ' mixture of all street trees shall be per the recommendations n Ano FINISI4 PER PLAN (INSTALL AT 4ADC of an agronomic soils report furnished to the City Inspector. LEVEL AT SWALE CROSSINGS) FINISH GRADE - * No street tree shall be planted where the center of the trunk is _ closer than three feet (3' ) to the face of curb, unless otherwise noted. ,h,' _ �' • — L9 I3 It[-gmCORTIMUOtS *. All street -trees are subject to inspection and acceptance) by the City �1�16f (UNLESS OTHERWISE INSTRUCTED) Engineer. •.• ' WALL, EQUAL -DATE TRACT HAS BEEN IN Z,-Nu- /evev4 cojrq-P W_p &r eta, CONCRETE MOW CURS �ETWECN ; PLAN CHECK PROCESS .THAT PROCESS C RC411 ) L� a rNd -r � s s l,�t PRIVATE CITY R C f r�� h --- A AREAS S O CURED PRIOR TO XERISCA ORDINANCE -GROND COVER P CONC . MOW STRIP 41144&F�C_- 4v4b 31 �� DE>111 TO FORM DEPRESSED WATERING BASIN S sC 3 WMS� 'fR10W-BONER" PLANT TABS PER Z MANUFACTURER'S RECOMlENDATIOMS , BACKFILL MIX PER SPECIFICATIONS ELEVATION PLAN VIEW ! Ii - CONTAINER PLANT ROOT BALL PL MT PIT TO sE (t) TIMES TME 1. WALL. WIDTH OF TIE NOT BAIL i It 2. FINISH GRADE. $CLOW THE BOTTOM OF THE ROOT 3. EYEBOLTS: SECURE VINE TO WALL WITH 5/8" DIA. EYEBOLTS SUL IN LEAD SHIELDS. NATIVE SOIL 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN S TAPE, ' 1, UNTANGLE MATTED ROOTS BT LOOSENTNG ALL ROOTS AT EDGE OF MOT BALL WITH MATER 45. EYEBOLTS FOR FUTURE USE. FRON NOSE. 00 NOT CRACK ROOT BALL. i. PLACE 'GROW-►OWER• TABS IN PLANT CORTATNER PRIOR PURPOSES. TO PLANTING FOR OBSERVATION MR BAND VINE VINE ATTACHMENT . ; P A ING DET TO WALL ' • city of rancho cucan�onga STANDARDDRAWL DRAWING 601 _ DESCRIPTION OF RE VISION DATE CITY li�otw�Ic APPROVED • ,�,,, j OR»L4 L CITY OF RANCHO CUCAMONGA M• S, _,.. ,,. � , TERRA VISTA ' * W UC. W Im TRACT 12671 T h aATE CONSTRUCTION & PLANTING DETAILS - 4 • ; t�IIIK APP*OAC11 = xt .�► � `% �'� E OF CAI ' LEWIS HOMES . . 1 s APPROVED BY DATE 4-94L*Y- w� CITY ENGINEERAL RC.E. NO. T>lL1G�.G. DES!GN RFC `MMENDE2 Land Concern. Ltd. DRAWN 1750 EAST DEERE AVENUE SHEET TREE PLACEMENT SANTA ANA %A 92705 •' �_ PHONE (714)250-4822 of NECKED DRAWING NO R C E NO )1✓ DATE FILE NO SHEET OF TREE LEGEND SYM KEY QTY SIZE BOTANICAL NAME S COMMON NAME . 0 CC 11 iSCAL C'NNAMOMUM CAMPHORA 30 CAMPHOR TREE • PC -1 154Rt- PjNUS CANARIENSIS Zo CANARY ISLAND PINE . P:J 1 24'aoxAtBIZIA 'JULIBRISSIN SII,K .TREE' Fmq Avg, F,bl^I- _ � 15� •VG •{�L XG •�ci% AL. N V9 PINE A E /00 lw,�• yr p • • • .J'S 'i"Y - ACT 12671 � , � _ , _ • T. I �� �� • • • • • � J} • i .S S ♦ .J .f 1 • rS' • ..• • • r •. • • . • ' X K � 7% 'N X ON X A, )( X )( x x X.. • • • • `• • I • • • • �` • • • • `- • • • �t ` . Vp' _ V O � O p, p D p y, _ _ • • • • • • • • • • • 7A • • • - .O 1 • • • • • . _ • • • 4 0 o p •€ • • • • � Xt` ?�• )( • I - \l ( p b I Q p i p �0 v e ] • • � •t •• •' .• � .o • • • • I • • Q � � Q � Q q. Q Q p Q G � � � Q 0 p Q 0 a 0 • 1 • • '� • I, • • � � o d d • • • • • • • .. A • n Z Y T .. 00. Ir cy r 31 5 9 - 5 ;..j ' 0IIIIIIIIIIIIIII �Lu ti1 11. KEN- - �- 5 -- �. M L. AVENUE &-5 . T1JI •� �- � _. SOIL , AMENDMENTS HYdiROSEED NOTES FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A 1• ALL- b)RFGRASS AREAS EEDEO AS FOLLOWS;AS DESIGNATED ON THE PLANS SMALL' BE W INIMUM 6 DEPTH •BY MEVS OF ROT071LLER OR EQUAL: P�II7 Pd b I-`T 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NM. AMT. 000 -S ARE FEET SMOOTH ALL SURFACES. FINISH GRADE TO 10 BELOW ADJACENT WALKS. • �IVEWAYS. ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS / Z - ' 6 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT SWFACE IRREGULARITIES. FILL LOW SPOTS AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR GYTY IJIfte'roR SHALL APPROVE FINISH GRADE PRIOR TO PLANTING. CEDAR, SAWDUST •3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING NY'OROSEEO MIX Z i • ' _ _ _ 15 LBS. ft-12-12 COMMERCIAL'FERTILIZER TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: r CELtt1LOSE FIBER 30 LBS/1000 S.F' • -\ I THE dA�KfILL MIX FOR USE AROUND TRE ROOTBALL OF CONTAINER=GROW11 •r,n, tao AMr+oNtuM PHOSPHATE - 7 L /loco S.F. O TREES AND'.$HRUBS SHOULD BE PREPARED AS FOLLOWS: �L bIL7 Pt1��7'- S �. _ •.e� .4..�. �s.t �.-,..►� . pll'�l'y. `IRDU 31.4-d OWRELEA 7 LBS/1�0 3.f. \ 1. _ __ t - - --- -- ,� 6► PARTS BY VOLUME-ON SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT SOIL SULFUR r toy/IoOb s.F� TRACT- �0� _ �� 1 LB. 12-12-12 PER CU. YD. OF MIX AG. GYPSUM , y t5 Lis/1004 S.F. � 3 2 LBS. IRON SULFATE PER CU. YD. OF MIX I � SEED MIX 11.dµ 12 LBS/1000 S.F. , 1 ,THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR • BACKFILL PURPOSES. PER CURRENT SOILS REPORT 4. MYOROSfEDEO AREAS SHALL RECEIVE SEVERAL COIISECUTIVE'TMTERIN6S THE DAY OF THE HYDROSEEDING TO THOROUGHLY SATURATE THE SOIL. AFTER THE FIRST IRRIGATIONS, WATER SHALL BE APPLIED AS OFTEN -ANO IN SUFFICIENT AMOUNTS AS CONDITIONS MAY REQUIRE TO KEEP ' THE SOIL MOIST ABOVE. AROUND AND BELOW THE SEED/ROOT SYSTEMS = LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC., SANTA ANA • AS MAY BE NECESSARY FOR PROPER GERMINATION ALIO PLANT GNOIITN. OFFICE (714) 558-8333, LAB #198125 ON 3/27/87 FOR LEWIS HOMES, S. 'THE LANDSCAPE SUBCONTRACTOR SMALL RESEED ALL NONGFORINATING NOTE: REFER TO SHEET FOR TERRA VISTA. OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDI MG. . SHRUB LEGEND PLANTING DETAILS a SHEET 7, GERMINATED AREAS SWILL BE FREE OF BARE SPOTS AND FULLY FOR PLANTING SPECIFICATIONS. . GERMINATED PR10R TO FINAL ACCEPTANCE. PLACEMENT OF TREES SHALL BE COMMON NAME APPROVED BY THE CITY INSPECTOR, 6. WHEN NYtfROSEEDEO TuafGMSS REACHES A ►IETGNt � �!�" BEGIN s+fp'1. KFY QTY GAL S BOTANICAL NAME MOWING AT A MINIMUM HEIGHT Of 2•. REFER TO MAINTENANCE NOTES • FOR ADDITIONAL MOWING REQUIREMENTS. Is RP5 39 S 4� RAPHIGLEPIS INOICA• 'SPRINGTIME' -- O• EF 20 15 5. 3' ESCALLONIA FRADESI (Newport DwarnESCALLONIA COMPACT �. REMOVE ALL ROCKS E. SE DEAR. AND LARGER IM TOP t` OF SURFACE SOLI IN AREAS TO BE SEEDED WITH TURFGRASS. I ! O R$ 91 5 3' RAPHIOLEPIS INDICA INDIA. HAWTHORN 11010000 -1111M t: TURF MTX To BE COMPO ED OF; .}5'�.J AtP�ss+esrt,�t X XC 55 S 4' XYLOSMA CONGESTUM GD LYiT' XYLOSMA COMPACT � , APACHE' FESLUF_� IoTe /4-'�T3i.VE4AtAs1.' M, f U .5 a Y • VINE 'LEGENDSEE SHEET 2 OF 1 FOR IRRIGATION - -- , PLANTING KEY PLANTING LEGENt3� " 5YM. KE'f QTY. SIZES BOTANICAL NAME COMMON NAME ESP. ESPALIERED p .GCA 17 S 15'-CLYTOSTOMA-CALLISTEGI0IDES VIOLET TRUMPET CITY GAL. GALLON CONTAINER DESCRIPTION OF REVISION DAT, G.C. GROUND COYER _ aPPNovED -r SEE PLANT LIST OR MT. HEIGHT f :Te PTT �Ih� e, I,3,ac, � `ITV IoXbIi, fir_., 5 4. LEGEND L,A• LANDSCAPE ARCHITECT �1uA IAAIp CITY OF RANCHO CUICAMON(A I SIZE OF PLANT MATERIAL.. L.C. LANDSCAPE CONTRACTORhL GALLON OR BOX SIZE MIN. MINIMUM v� ���G� ``p �•�`� �w� TERRA VISTA QUANTITY_ OF PLANT M.T. MULTI-TRUNKED :� MATERIAL O.C. ON CENTER vC� 4 I ~ D.C. ON CENTWOOD / ; o °` uG -TRACT' 12671 RWDS.L.A. SELECTED IY L. A. ! 9 TRACT a SPEC. SPECIMEN 1267; TRACT 1$361 ,3:7, 01 uj PLANTING PLAN SP. SPREAD + •• GROUND COVER LEGEND s �I� .,, u•:.,._ "��rfI)F CA- LEWIS HOMES u• APPROVED BY: DATE AC -IF4/- TURF-SEE HYDROSEED NOTES TRACT TRACT coMMl�Rci�� m CITY ENGINEER4" RC.E NO d 13300 13290 SITE OESIN �" RECOMMLNDEO n o r T:Land Concern. Ltd AUS• �' 1750 EAST DEERE: AVENUE SHEET . AL'l SHRUB AREAS TO 8E UNDERPUINTEO W/ W DRAWN .. MITWW WHITE ,•GAZANIA P•®" O.C. TRIANGULAR SPXCING. �' - R. ICA�FRAAN SANTA ANA CA 92 TOS 8 PHONE (714)250-4822 of_ KEY MAP CHECKED DRAWING NO M.T.S. SCALE *:2 0' CE NO — �� ' •• ' C✓• - DATE FILE NO //l � :....�,._ �- .. .,�-_...�,-w--=- _¢_..,.>._„ , .�, ,....��-._.,.,,-..-�--<_--.-t��..,,.,,�..,,-.®,tom. �-..<.��.-.. -. _.,�-._-.._.�.�_.,_ ....�..-.,_•-,.--F_. .�,.,�g..-�n --,. _ � - .� u f•-•� - � t S HI=E T_L4__O F MI _ t . CONCRETE ANNI RETE FINISHES E. Plant List - is indicated on drawings. 14.RANTING VIES, SWURS, AND GROUND COVERS B. fertilization - Fertilize three (]) sneaks atter planting with S be SCreedr j"a slo es and p Z & pounds 16-6-8 per 1,000 sq. ft. ; fertilize thereafter ever �• SCOPE p F. Saes of Plants - Shall De as stated on the Plan. Container A. vends and shrubs shall De planted in its at least j'/nt y :he .-, ed-tucrete Shall De stock igallon, 5-gallon, and 15-gallon) shall have been grown in d+amter than their ball of earth and at ledst 12" oeiuw the thirty (30) days. ar . c-, true level surface bottom of the ball . Compacted soil at bottom of pit shall be Furnish and install all concrete work complete as indicated on the � in containers for at least one (1) year, but not over two years. Iouseded and the pit filled with "prepared soil" to the bottom C. Disease and Pezt Control - For control of slugs and snails, wise-e �t �+ a drawings and specified including - G. Substitutions - Substitutions for the indicated plant materials of the ball . When the plant has been properly set, the pit apply peptized tricalcium arsinate S% by weight and See plans for concrete finish in landscape areas D shall be filler, t the required grade with "prepared soil" and metaldehyde 51 by weight as per manufacturer's recommendations A. furnish and set all reinforcing steel, Dolts, and anchors. PC•^ c,�•i - will be permitted provided the substitute materials are approved r in advance by the C4TY and the substitutions are made at no thoroughly settled by tdn.ploq and watering. All vines shall be two (2) weeks after installation. B. Install all items "required by other trades which are to be cast into 1 1. EXPANSION JOINTS additional cost t0 the GT Except for authorized variations, removed from stakes, untied, end securely fastened in an concrete. PL1,.�.,l,,,L., � y'T'- � 1� �(►re, ...1.w i all substitute plant matt, S shall conform to the approved manner to the wall, fence, or other surface next to for control of cutworms and other Soil insects. apply Metro t ��fl��T•i1I Wlr'I`� `�1f' requtrpmentS °f these spec iflcetions. If the accepted SubStttue which they arf P�ao� brand soildrin a5 per manufacturer's recommendations two (2) C. Concrete mow Strips, footings for wells, fpncing, bpnches, etr . , LI,,I �jcJQ�y I� i(� Q materials are Of a less value than those indicated or specified, weeks after installation. This product COntdinS Dieldrin, where applicable. Imo' T the Contract price will be adj,sted to accordance with the B. Prepare a depressed water basin as wide as plant balls at each lindane and Phosphoroth,oate. • thev antrasions of the contract. plant. Water thoroughly, backfilliny er,y voids with additional 2. GENERAL prepared planting mix Exterminate gophers and males and repair damage. 12. PROTECTION H. Plants Not Apprgved - Plants not approved are to be removed from C. Ground_ Covers 0. Pruning - All shrubs and trees shall be pinch pruned as All requirements of subsection 3.31 Standard spec ifltattons for Site immediately and replaced with suitable plants. The L.A. Public Works construction, shall apply except as specified herein. All finished concrete work shall be barricaded to pedestrian traffic necessary to encourage new growth and to eliminate rank sucEer P Y for three (3) days. Barricades shall be placed immediately After and/or City reserves the right to reject entire lots of plants concrete finishing. Contractor shall furnish, place, and remove all represented by defective samples. (1) Pits for flat shed plants ne be at least 6"x6"x. Ground growth. Old flowers, and dead foliage and bout shall be 3• MATERIALS rover seeds snail be moistened prior to planting. No flat removed. No major pruning snail be done without the approval of Of his own barricades- Contrd(tor Shall be responsible for any plants shall be planted ,n dry soil . the City maintenance inspector. A. Portland cement shall conform t0 ASTM-(11S0, Type i or Type 11 damage to new COnStruCtlOn and replacement or repair of the work S. FERTILIZERS AND SOiL CONDITIONERS shall be made without added cost to the City. (2) Set plants in center of pits so that crown of plant will be E. Weeden9 - All planting areas including law. groundcover and Samples of all soil ammendments.�ind plants shall be submitted for level with finish rade after settling of soil , then B. Concrete aggregate shall conform to ASTM-C33 inspection and stored one the site until furnishing materials of is 9 9 Shrub areas shall be kept weed-free at all times. Heeds shall completed. Delivery may begin upon a backfill and water. be dug out by the roots and disposed of off site. C. Mater shall be clean, free from strop acids, alkali, oil or or anlc 13. PATCHING Y Y 9 D approval of Samples or as directed by 9 9 Flatted plants shdll be well-rooted with runners at least matter. L.A. and the City. (3) Upon completion of the 180 day maintenance period, the ContratTp)Z If patching is necessary and permissible, a bonding agert such as 4" but not more than 6' in length shall fertilize per 126 - Lawn Maintenance and 121 Groundcovers Wt d-Crete, or p ual, Shall De used A. Organic fertilizer Shall b! prOclSSed Sewage Sludgy with a D. Admixture for all formed concrete shall be SIKA Chemical Cor s q and Shrub Area Maintenance of these specifications. P' minimum Content et It nitrogen and 2: allPhonot de Acid nor lar to 15 TREES OCCURNGIlliLAWNS "Plastiment" or approved equal , applied in strict accordantp with "Nitrohumus". Method of processing shall not destroy normal ' manufacturer's directions. 14. CONCRETE CURBS bacterial content. 26. GUARAM'E'E AND REPLACMENTS Trees�� occursLj� in lawn shall be planted before final E. Reinforcement: reinforcingsteel ASTM-A15 and ASTM-A305. _Construct concrete curbs at locdti(.ns Shown on Plans as detailed, preLiraticr' c,+ those arias. A. All shrubs and groundcu.e• shall be guaranteed by Contractor as B. 4itrOgen stabilized Siwdust shall b! bulk, with the f011owin0 Wirefab ric ASTM-A185. true to line and grade, as approved by the local County or City. Use - � ����.t �m �/�► �yg.. � � �}► to growth and health for a period of ninety (90) days after natural grey Portland cement tuncrete, 2000 psi rompreSSive StrPngth. nitrogen Content OdSPJ On dry weight h� ► VG` S ��� 16, CARE OF PLANTS AM DURING PLAN INGD completion of the specified maintenance period, and/or final F. forms Locate expansion joints as detailed o, shown, and as directed, at O.SL for Redwood Sawdust acceptance by the city. All trees up to 20" box size shall be Lumbpr Shall be "construction rade" d.ru las rir intervals not to exceed f,ftepu feet ( 15' ). finish with steel P1dntS Shall not be allowed to dry out before or while being planted. guarantee^. by Contractor to live and grow in an acceptable 9 3 t .. trowel, then brush with bristle bush parallel to face ur edge 0.74 for fir Sawdust {?) Plywood used for fcrn,inq snail De at 1p,,st i;k, And pd.;e rg 1.Ot for Bark or Pine Bark oririlXtfl� Kapp exposeC roots n.olst by means of wet sawdust, peat moss or burlap at upright position for a period of six (6) months after completion sealed. all times during planting operations. D° not expose roots to the air of the specified maintenance period, and/or final acceptance by 15. CLE AN-UPSalinity - The Saturation extract i dutLlvit except while being placed in the gro,nd Wilted plants, whether in place the city. Trees in 20" boxes or larger, and all field grown ' G. Expansion ,joint filler Shall conforn with A11M-,�l '� ; -I•vemiIded,. 3.5 m+llimhos cm at 25C. y Shd' � nCt exceed or not, wilt not be accepted and Shd I be replaced at the Contractor's specimens Shall be guaranteed by Contractor to live and grow in Upon completion of ail cont rete work and bet ore findI acceptance, expense. an acceptable uj,• ight position for a period of one (1) year ContractOr ShdII rerti0.e all tools, SoFpIu. n.eter ial , aipirdtus. after completion of the specified maintenance period, and/or 4. CONCRETE debris, etc. , from the site and the Site shall be left in d Lipari 17 WATERING13ASINS city acceptace. spat c�r,ditlon accrpteble to City Commercial fertiliter Shalt be delivered in sacks with manufacturer s ' A. Duality label showing weight and dnal,sis ottached to ea,h s.i(k ti. C(.rstruct a firmly compacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during (1) Contractor assumes responsibility for the des+yn mix and 9. STAKING MATERIALS plant ti. form d watering bdsln at the edge of and following the the life of the Contract, inc)udir. the maintenance period or guarantees the specified ultimate Strength as indicated or w shape of the i dntiny pit art, Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for Specified herein. LANDSCAPE CONSTRUCTION A. 1•• • staiinrshall be asfrog 5-ydlloi r larger . ontainers, otherwise specified shall be the purpose intended, shall be immediately replaced to kind and per dales'SCOPE (?) Concrete, minimum ?A-day ultimate strength Shall be ?OVU psi. 1. at l. d,t 4" hiyn. Mounds for all other tiers, vines or plant' size at the expense of the Contractor. (3) Ready-mixed concrete shall conform to ASTM-C94. B. T-... fpr nuldlng trees shall be as per detail . not otherwise specified shall be at least 2" high Excavated the work of this section includes all labor, materials and equipment earth, if capable of retaining water, may be used. Any C. Contractor shall, within 5 days notice by the city remove and 8. Proportions and Consistence requires to complete the work indicated on drawings. The work snail be 1 Q GRADING AND SOIL PREPARATION settlement within the basins retdining water Shall be refilled replace all guaranteed plant materials which for any reason fail -- performed in accordance with the Vest standards of practice relating t° to the required grade with prepared soil , and addittonzi to meet the requirements of the guarantee. Replacement shall be the various i trades and under the est standards supervision practice a relating A l�ntrd [tr is t0 finish rade to within 1'Ibtn Of A foot or 1" nitrogen stabl,litpd sawdust worked into the surface as required made with plant material as indicated or specified for the (1) The proportions of aggregate to cement shall provide a dense i 9 to restore the mulched condition original planting, and all such replacement materials shall be mixture which will readilywork into all corners of the forms foreman, capable of interpreting the drawings and these specifications. below paving where paving exists Tne work included in this section is as follows guaranteed as specified for the original guaranteed materials. and around all reinforcements without any segregation of the B. Moisture Content - The Soils Shall not be worked when the materials, cause excess free water to collect on the surface or moisture content is so great that excessibe compaction will B. At the end of the 180 day maintenance period all watering basins cause excessible bleeding of the forms. Finish grading for planting, soil presparation, fertilization, planting, 9 in lawn areas shall be leveled to finish grade and the area 2 7. CLE A N-UP including lawn, maintenance, inspection and Certifiratlon5, guarantees, occur, and not when it is so dry that ',est will form in the air shall be sodded with the specific sod. (2) The recommended practices of the American Concrete Institute clean-up, staking, guying, and esparliering, miscellaneous allowances or that clods will not break readily. water shall be applied if Upon completion of the work in this section, Contractor shall remove all necessary to provide ideal moisture content for tilling and for 1 S. WATERNG rubbi- . trash and debris resulting from the operations; remove disused shall De followed In all applicable procedures. The maximum planting. equitv'ent and implements of service; leave entire area involved in a neat slump shall not exceed three (3) inches for footings, slabs ongrade, and mass concrete five (5) inches for foundation wails. 2. APPROV ALS A. immediately after planting, water shall be applied to each tree and e.ceptable condition such as to meet the approval of the city. C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate C. Control A. All sprinkler work shall inspected and approved prior to the start of a manner as to anticipate the finish grading. Excess soils stream in the planting holes until the material about the roots any work . shall be removed or redistributed before application of is completely saturated from the bottom of the hole to the top The concrete quality, proportions, consistency, etc. , is subject to fertilizer and mulch. Where soil is to be replaced by plants of the ground. approval of CITY , end no changes shall be made without his prior B Prior to excavation for planting or placing of stakes, locate all and mulch, allowance Snag be made so that when finish grading written approval. utilities, electric cables, conduits. Sp n nkler I nes, heads, valves, has begun, there shall be no deficiency in the specified depth B. IP PLAIM9 cannot be watered efficiently with the existing �/ and valve control wires, and all utility lines so Lt,dT proper of mulched planting beds. water system Ir Wnf� '�ni,. � mo II M II"A' r S. FORMWORK precautions md,r be taken nut to damage Such +.mpruven+ents In the ►mow �I��t eve t of a conflict between su.h lines ane plant locations, promptly O. Weedsn - Before and during preliminary and finish grading, all C. Apply water in sufficient quantities, and as often as seasonal A. forms for concrete work Shall be either metal Or wood. Forms that not f the City inspector who Shell arrange for relu(attor for one weeds and grasses shall b! dug Out by the roots and disposed Of conditions require, to keep the ground wet at all times, well are warped or that do not have a smooth straight upoer edge shall not or the Other. Failure t(, fallow this pr tit eeicrr• pid:es uplin off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be be used. Forms Shall be Set with the upper edge of the board true to Cortra(tor the respttrsiDrlr•y fur , it hi , owr exper .P. 11k 9 dry drJ type, less than 2-It2" high and not Dearing seeds, which may be taken in watering Slopes So as not to cause erosion damage. line and grade and shall be staked rigidly in place with Stakes set al ' repairs fir. da.•,t.jt S.ItInJ frt,r wink hetr•ur.der turned under). Oats more than 2-1!2" high and not bearing seeds may be turned under. Perennial weeds and grasses to be removed D. Following the planting of ground cover plants furnished in not more than four feet (4' ) apart so as to remain immovable include, but are not limited to, the following flats, each plant shall be immediately and thoroughly watered by throughout the construction. All forms Shall be approved by CITY within a tolerance df one percent (14). All materials shall be S. OUANTITIES AND TYPES means of a nose with a slow-running stream of water. accurately and separately weighted and mixing shall continue until Nut Grass Puncture Grass Dallas Gress Mustard plant: 19. �STAKNG the distribution of material is uniform and the mass o` concrete is Plant materials shall be furnished in the quantities and!or spacing as Alfalfa Johnson Grass Wire Meed Morning Glory • homogenpous shown or noted for each location and shall be of the species, kinds, St. Augustine Grass Stake all non-guyed trees at time of planting by placing Stake in the Sites, etc. , as Symbolized ar:d or described in the "Plant Material prepared hole and driving it 18" into solid ground. Plant the tree as 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 E. planting areas shall be scorifieri to a depth Of 12 inches withheld from the mix at the plant, and till Or a portion may be added only as a convenience to Cor 'rd(tJr and assumes no responsibility for Its bet(- grade with the Spacing of the ripper teeth no greater that close to the stere as possible without crowding the roots. Fasten the tree to the upper 'end of stake to the mix at the ob site a, directed D the Inspector. Tne aCcurac The landscape Cor•rartor is to verify all sites And +' ,v(nei or :entpr pr•Cr to placing (orditioner and /� J Y Y y fertlli:erS. All roLk and deans more than c" it diamter Shdl! 20. VfiEs concrete Shall be mixed at least 5 minutes after Such water is added nuAntitir;. be rem,.ved frun the site _ and not less than 3 minutes of thl� tln+e Shall be immediately prior All trellises and Stakes are to be reproved from plants and the plants ' to the discharge of the bat h. Total mixing time after adding 4.VERIFICATION OF DIMENSiONS AND OUANTITIES original water shall by at past 15 minutes. Dimensions - If Sprinkler system ,s installed after grading and shall be fastened and tra•nee against fences or walls as directed by tht Dimensions ore approximate. Before proceeding with any work, Contractor TP,tl' 'tlnij is eomlileted, the upper porticir, of the Ddi►fiil (,* A0 L-3 pe�g Pr__TAIIII C. Concrete which ,s not place" within 90 minutes after the introduction y Shall De retil 'ed and tertilized to the depth specified for the Shall verify all dimensions and quantities and Shall immediately inform Of cement and water, and cor "rete which has stood for 30 minutes L.A. and City Of any d'Screpancies between the drawings and,or "o "Qu'ror!. to i°nfurm � LO the Specifications 2 i•CERTIFICATES ES after leaving the mtaer, sho,l not be used. specification's and actual cc.nd,ttons. No work shall be done in any area 1 1. FINISH GRADING 6. CONVEYING AND PLACING where there is such a discrepancy until approval for same has been 91VFN in addition to any other certificates specified, Contractor shall furnish Dy L.A. and city. a certificate with each delivery of bulk material, stating the source, When preliminary grading, including welding and fertilizing, has been quantity, and type of material and that the material Conforms to the complete and the s• il has drie Sutticiertly to be rPaJily worked, all specfication requirements for bulk delovered oragan,c fertilizer, the A. Before pouring, all forms shall be thoroughly cleaned and made tight. 5. WSPECTION lawn and planting arras shall be graded to the ele.el,or.s ,ndlcated on certificate shall also state the volume, net weight, percent of Nitrogen The bottom, of trenches shall be wet down before pouriny footings, earth Shall not be mudd at the time of pouring. Y Con(rete shall nct A. All inspections shall be made D L.A. and cit Contractor Shall the drawings Grades not Otherwise ,ndlcated Shall De uviform levels or and percent of Phosphoric acid. For each fertilizer and soil be placed until reinforcements, rough hardware, end terms are request inspection at least two (?) days in advance of the time slopes between points whtre e'e,atiors are glven. Minto, ad+ustmer.ts of conditioner, in containers, a similar certificate or invoice shall be finish grade, shall be made at the direction of the city, if required furnished stating total quantities by weight and volume for each approved by CITY inspection is required. material. These cert,flctites shall be submitted to the L.A. and city B. Before depositing new concrete against old concrete, all laitance B. Inspection will be required for the following parts of the work Finish grade shall be a smooth, ever nd unifure plane without abrupt prigr to tho start of the maintenance period. change of surface. Soil areas adjaceit to buildings tc allow a natural 2�PROTECTiOIN shall be removed, and the surfaces roughened to expose the embedded run-off of water, and surfa(r d'dlndg: shall be directed as indicated on(1) During finish grading and Soil preparation. the drawings D remodeling surta(es t0 facilitate the natural "run-otf" aggregate. The surfaces shall then be covered with cement grout, 9 Y 9 Contractor shall carefully and continuously protect ail areas included in using the specified mix with 1/2 of the course aggregate omitted, of water. Low sprits and pockets spall be one inch below grade of the Contract, includingplant materials, fences, supports, etc. , until 1-1/2" thick. (2) Plants, after deli.ery to Site end prior t° planting. adjacent e P ` � payment ani kind. Grading shall De done whey soil is at final acceptance of the work by the L.A. and city. OPtirt�um m0i:ture c, ^tent for working. C. Conveying and placing of concrete shall be done so as to prevent (3) When vines, shrubs, and trees are spotted for planting, but r 7f1e'f w separation of ingredients, and'in no case shall the free fall exceed plartinq holes are nc, excavated r ry 6 feet. Tremies shall be used as required. Surfaces of concrete (4) Specimen trees at s.iurce, before dellvery. A C, tractor shall maintain a sufficient number of men and Shall be kept reasonably level, with a minimum amount of concrete 12 METHOD OF PLANTING' AND WORK PROCEDURE being allowed to flow after being placed. Placing shall be • adequate -ant to perform triwort herein specified. Plan performed d5 a continuous operation until each section is completed. (5) Lawn areas prior L° planting A. Nu planting shall be done until all operations to conjunction maintenanccee w(wc • Shall cons•st off ap; ging water, weeding, D. Concrete Shall D! spaded and vibrated with mechanical vibrators t0 (6) Planting areas pri0' to planting- with the installation of the sprinkler system vive been edging far plants, including of lawns, f , shrubs and trees, edging, aerating, and mowing of lawns, f resisting and control D complet+d, final grades have been established, the rLdnting areas Ir a maximum subsidence, without separation of ingredients. The moving have been properly graded and prepared as specified, and the of concrete by vibration will not be permitted. (1) All landscape const'uction items, prior to the start of the o pests and diseases calendar day maintp-ranee period ("Final Inspection"). work approved by the city. B. Damage'41to any planted area shall be repaired immediately. OUT B. The relative position of all teles and plants is Subject t° Depressions cat, ed by vehicles or foot traffic shall be filled (8) At completion of 180 calendar day maintenance period ("final Maintenance Inspecti°r, ). approval by the City and shall, if necessary, De relocated as with toDsoll, ev?led, and replanted Exterminate gophers and A. Gr composed of one part Portland Cement directed as part of the Contract. fine dggr uttie. Materials shall - .•� water moles, and repair damage. added Just surf a the m is own weight. (9) Inspection reports shall be made for each inspertion by the L.A. -d one copy s ell be submitted to cit and Contractor. C. The entire project Stoll be maintained of for a period of IBO days Y C. All plants Shrill be removed from Lilly container and set SO cpmmencing from the time all items of work have beencomplete t0 ..•. - that, when settled, they Dear the same relation to the required B. for dry tamp Facile ter shall be added to the the satisfaction of L.A. and city. mix so t c e is squeer he hand, surface grade that they Dore to the natural geneedDen°tnebeenter of the - - % free water, shall appear or Do not mix 6. CERTIFICATION transplanted. Each plant shall be L pit and backfilled unless otherwise specified, with the prepared D. The project shall be cared for in a neat, clean condition at all n per be used 1h 30 minutes. D Ti^'r'S in the SeLiSferLlOn of rift' and L .A. Prior to Job acceptance, written certifications shall be submitted to the soil . No soil in muddy condition shall be used for backfilling. a CURING AND PROTECTION city for the following No filling will be permitted around trunks or stems. All broken 24.LAWN 9UI� L* Or frayed roots shall be properly cut off. A. All exposed surfaces of concrete shall be protected from damage due A. Quantity and Quality of Co►rtm+ercial Fertilizer and Organic D. L.A. and/or city shall supervise the placing and planting of all A. Watering - Water every day once per day for two weeks and to temperature, elements, and construction operations. fertilizer. plants. therefter gradually redu a frequency of watering to three times CITY per week. Contractor sh.il continue to maintain the lawn until DESCRIPTION OF REVISION DATE ►�ROYED 8. Curing E.B. Quantity and Quality of all Soil Amendments called for by Plans final acceptance by the ..A. and city. --- and Specifications. In the event that underground Construction work Or obstructions (1) All exposed surfaces Of concrete Shall De protected from are encountered in the planting operation, alternate locations1.000 for plant material will tie selected by L.A. and city1VS?"0k B. Feutllsting - Apply 1r -6-8 at the rate of S and per media CITY O F RANCHO CUCAMONGA premature drying and freshly placed concrete shall be protected 7• MATERIALS will De done at no fix cost to Cit square feet three weeks after installation and water tmmeeiately against wash by rain. All concrete shall be kept wet for a y' thereafter. period of ten days after placing. In order that curing water Plant materials indicated On drawings and herein ipecifhed Shall conform may reach both surfaces of walls, the forms shall be loosened to the following: 13.PLANTING OF TREES C. Diseases Pest Control - Two weeks after tnstailatin of lawn, TERRA VIS T A y - - - - 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 apply a granular mercurial fungicide of 1.8: mercurous chi oride to run down between the Concrete and the forms as per manufacturer's recommendation. 'Standard Plant Names" established by the American Joint approval before excavating pits, making necessary adjustments as __ TRACT 1 2 6 7 1 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 (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 with vol during mowing operations and receiving concrete hardener. �. DEFECTIVE CONCRETE B. Condition - Plants shall be symmetrical, typical for variety length of sidesanddepth equal to two times the diameter of the remove from the site. SPECIFICATIONS and species, sound, healthy, vigorous, free from plant disease, tree ball. Compacted soils at sines and bottoms shall be insect pests, or their eggs, and shall have healthy, normal root loosened by scarify-i or other approved method. Pits shall be After each cutting, the edge of the grass shall be trimmed to a A. Concrete which is not in accordance with these specifications, out of backfilled with "prepared soil" to the required grade, and the EW I S H O M E S line, level, or lump; showing structural cracks, rock pockets, systems, well-felling their containers, but not to the point of neat and uniform line The lawn edges shall De maintained D 9 D being root bound. Plants shall not be pruned AT ANYTIME, and in balance of the pit felled with "prepared soil", thoroughly voids, spells, honeycombing. ex osed reinforcing or other damaged neatly at all times. �Et1h NIA (Ary D D 9 g no case shall trees be topped. settled by water application. surfaces shall be considered as defective. .i ,OC,Q` rn iq 1C�� APPROVED BY. QATE/�L��'?Z C. Dimensions - The height and spread of all plant material snail C. Set plants in center of pit, an a vertical position, so that 2S.GROUINDCOVBIS AND SHRUB AREA MQ �1'lC� 4 \ tyi f CITY ENGINES RCE. NO. B. All fins and irregularities shall be removed from ex osed concrete be measured with branches In their normal positron, and shall be crown of ball will be level with finish grade setae allowing for r A. water,n - new planting shall be watered once per day for two ,� (c; *� • surfaces while the concrete is still ream. as indicated on the drawings. The caliper of all trees shall De watering and settling and shall bear the same relationship to -- 9 O r g p � weeks after installation. Reduce watering to every other DESIGN --- ` RECOfviN�NDED � measured 4'-0" above the surface of the round. Where caliper the finish grade that it did to the soil surface ,n the / TT1 y D day for the next two (.') weeks. Mater thereafter three (3) <r LIC fif lips15 r D LTD. �. _ container. D of other dimensions of any plant materials are omitted for the times per week until final acceptance. s I O ,I--/ q I C_ N "Plant Legend", it shall be understood that these plant 1-J materials shall be normal stock for type listed. D. prepare depressed water rts,n fi wide as plant balls at each DATE plant. Mater thoroughly, t,eckfillsng any voids with additional ;} DRAWN i� t7J(lE�r�AV�II� SHEET Arta CA 92105 -7-or - D. I^splction - All plant materials must have been previously prepared planting mix. D S inspected at the nursery by the County Horticultural Department, lA f 1�Q��\P CHECKED (M)251,4W Fax(74 DRAWING NO and shall be subject to the inspection and approval Of the(41I OF X1,1` before planting. � � RCE NO i+LT DATE FILE NO SHEET NO..1%5OF-Lb. . SPRINKLER IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION . A. Scope of Haft: Provide ail later, materials, transportation, and S. Th! chart shill bt A blactilmhe er blw line ezalid print aM 0. Brass Piot and fittings, Q. Miscollarheeot Irrigation Equipment i. sprinkler heats shall be installed only after frothing of the . services necessary to furnish and install the Irrigation 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 Drarings and described herein. coverigs for each stattOn. 1. Where indicated an Ma Drawings, olio red brass screed Pipe 1. Refer to Irrigation Plant far sizes aM types of the City of RincAo Cucamonga. conforming to Federal Speclfic&tton 0144-10-3S1. miscellaneous irrigation equipment. 1.02 QUALITY ASSURANCE 6 REQUIREMENTS 6. When completed and approved, the chart shall be hermetically J. SpriMtler Meads: Ie n fro pieces of plastic, each piece being a t. F,tttngs shall be red brass conforminq to lidera I. Ail miscellaneous irrigation equipment shall be a specified A. Permits and Fees: The Contractor shall obtain aM pay for any and Minimum 20 mils. Specification OW-P-160. or approved equal. 1. Install the sprinkler heads as designated on tht Orawtngt. all pentts and alt observations as required. Sprinkier heads to be instilled /n this rock shall ►e T. These charts shall be completed and approved prior to final E. Copper ►apt and Ftttings equivalent to all respects to Loose itemized. B. Manufacturer's DIrK teens: INnufacturer's directions and detailed observation of the irrtgitlon system. PAR 3 - EXEMTION drawings shall N follOwtd pn all cases where the manufacturers of 1. Pepe: Type K, Aard tempered 2. Spacing of heads shall not exceed the maximum indicated on articles used in this contract furnish directions covering points D. Operation and Maintenance Manuals: 3.01 OBSERVATION the Drartngs. in no cast shall the sp&clnq exceed the not shown 1n the Drartngs and Specific&floes. i. Fittings: wrought copper, solder joint type maxtmuw recommended by 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 Oe solntren with silver solder, 4SI salver, iSI 3.04 TEMPORARY REPAIRS 44440 rules and regulations governenq or relating to any portion of hard cover binders with three rings containing the following copper, 16% zinc, 24i cadmium, solidus at 1125 F. and 1. All scaled dimensions are approximate. Th! Contractor shall this work art hereby incorporated into and made a part of these information: liquidus at 1145 F. check and verify all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to Specifications, and their provisions shall be tarried out by the Rancho Cucamonga's approval prior to proceeding with work keep the sprinkler system equipment in operating condition. The Contractor. Anythtnq contitned in these Specifications shall not A. Index sheet stating Contractor's address and telephone i. Gate Valves: under this Section. exercise of this right by the City shall not relieve the Contractor of be construed to conflict rlth any of the above rvles 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 representattrl. 1. Gate valves 3• and smaller shall be 12S lb. SW bronze gate !. fxerclse ertrtmt cart Ih excavating and working near existing specified. Speciftcatlons and Drarings call for or describe materials, valve with screw-in bonnet, nonrising stem and solid wedge utilities. Contractor shall be responsible for damages to workmanship, or construction of a better quality, Higher standard, b. Catalog and parts sheets on every material and equipment disc. utilities which are caused by his operations or neglect. I.OS EXISTING TREES or larger size than is required by the above rules and installed under this contract. Check ertstlnq utilities drawings for existing utility i. Gate valves 31 and smaller shall have threaded ends and shall locations. regulations, the provisions of these Specifications and Drawings c. Guarantee statement. be equipped with a bronze handrhetl. Where it 1s necessary pexcavate tenavoid injury t to oto tttreees to shall take precedence. Contractor sAa.i use all care to 3. Coordinate installation of irrigation materials including tree roots. Excavation in areas where two (2) inch and larger roots 0. Expl&nation of Drartngs: d. Complete operating and maintenance Instruction on all 3. Gate valves 3' amhd smaller shall N stwiitr to rhos! pipe, so there shall be dp interference with utilities or occur shall be done by hand. All roots two (2) inches and larger in W}or equipment. manufactured by M,Dco or approved equal. other construction or difficulty in planting trees, shrubs, diameter, except directly in the path of plot or conduit, shall be 1. Out to the scale of the Drawings, it is not possible to and ground covers. tunneled under and shall be heavily wrapped with burlap, to prevent indicate ail offsets, fittings, sleeves, etc. which may be 2. In andltton to the abort manes Oned maintenance manuals, 4. All gate valves shalt N lnttailen Per installation detail. starring or excessive drying. Mhere a ditching machine is run close to required. The Contractor shall civically fnvesttgate the PrOvlde the City's maintenance personnel with instructions 4. The Contractor_shail carefully check all grades to satisfy trees having roots smaller than aro (2) inches to dfamhtter, the wll of structural and finished conditions affecting all of his work for major equipment and shoe evidence in writing to the Ctty 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 working pressure of 150 P.S.I. the irrigation system. tuts through. Roots one (1) inch and larger In diameter shall be as way b! required to meet such conditions. Drartngs ire this service has Deen rendered. operable with quick coupler. Key size and type shall be as shorn Om plans. 3.02 PREPARATION painted with two coats of Tree Seal, or pail. Trenches adjacent to generally Otagr+wm+tic and tndtt+tlre of the work to b! tree should be closed within twenty four (21) flours; and hrhtrt tAts 1s installed. The work shall bt installed in such a manner as to E. Equipmntnt to be Furnished: N. Backflow prevention Units: A. physical Layout not possible, the side of the trench adjacent to the tree shill df kept shaded with burlap or canvas. avoid conflicts between the irrigation system, planting. and 1. Supply as a part of tfiis contract the f011or{ng tools: archltectur+l features. 1. Backflow prevention units shall be of size and type indicated 1. Prior to installation, the Contractor shall stake out all 3.06 FIELD QUALITY CONTROL i. All work called for on the Drarings by notes or details shall a. Two (2) sets of special tools required for removing, on the irrig+teen drawings. Install backflow prevention pressure supply lines, routing and location of sprinkler k furnished and installed whether or not spccif1ca11y disassembling and adjusting each type of sprinkler arid units in accordance with the Drarings. heads. A. Adjustment of the System: mentioned 1n the Spec111cations. valve supplied On tits traject. 2. Wye strainers at backflow, prtvtntion units shall have a 2. All layout shall be approved by City of Rancho Cucamonga 1. TAe Contractor shall flush and adjust all sprinkler heads for 3. The Contractor shall not willfully install the irrigation b• Two (2) four toot valve keys for operation -of 95y0 bronzed screwed body with 60 mesh monel screen and shall be prior to installation. valves. slM,lir to 8itle 01008 or approved equal. optimum performance and to prevent overspray onto calks, system as shorn on the Drarings when it is obvious in the Y roadways, and buildings as Much as possible. field that obstructions, grade differences or discrepancies 1. Water SuDDIY c. Two (2) keys for tach automatic controller. 3. All pressure nrtnllne pipinq bet In area dimensions exist that might not have been considered rten the point of connection i. If dt is determined that anjustmtnts 1n tM irrigation In en ineerin and the backflow preventer shall be instilled as required by 1. Irrigation system shall N cOnhttted t0 ester supply points provide proper and more adequate corers the 9 g. - Such obstructions or differences should De lqufpment rill d. One (1) quick covOler key and matching hose swivel for local code. Tne Contractor shall verify rlth the local of connection as 1ndlcated on the Drartngs. an Drought to the &ttentlon of the City of Rancho Cucamonga. in y yD q governing y Contractor shall make such adjustments prior to planting. the event this notification is not performed, the Contractor ever five (S) or fraction thereof of each t t of quick q body as to material type and installation Adjustments way also include changes in nozzle sizes and shall assume full respons10111ty for any revision necessary. coupling valve installed. procedures prior to start of construction. Submit shoo 2. Connections all be made at approximate locations as shown degrees of arc as required. drawing for aDDroval. on the Drartngs. Contractor is responslblt for minor changes 1.03 SUBMITTALS 2. Tht above mentioned equipment shall be turned over to the caused by actual site conditions. 3. lowering raised sprinkler heads by the Contractor shall be City at the conclusion of the project. Before final I. Check Valves: A. Material list: observation tan occur, evidence that the Owner his received C. Electrical SuD01Y: accomplished within ten (10) days after notification by the arterial wast De shown to tie City of Rancho Cucamonga. 1. Swing check valves i' and smaller shall be 200 pound N.O.G. y' bronze construction with replaceable composition, neoprene or 1• Electrical connections for automatic cOntrooler shall M maee 1. The Contractor shall furnish the articles.the equipment, , 04 PRODUCT DELIVERY, STORAGE AND HANDLING rubber disc and shall meet or exceed Federal Specification to electrical points of connection as indicated On the 4. All sprinkler heads shall be set perpendicular to finfslMd materials, or processes sDec,fted by name In the Drawings and Drartn s. grades unless otherwise designated On the Oravin s. Speclftcations. No substitution rill be allowed without prior H4(-V-51D, Class A, Type IV. 9 9 written a royal b the Cft of RincAo Cucawon a. A. Handling of PVC Pipe and Ftttings: The Contractor is cautioned to 2. Connections shall be wade at approximate locations as shown per manufacturers OD Y Y 9 S. Rain Bird EFA CP-PRS valves will be set exercise care in Aandling, loading, unloiding, and storing of PVC 2. Anti-drain valves shall be of heavy duty virgin WC 2. Complete mattrtal list shall be submitted prior to performing pipe and fittings. All PVC pipe shall be transported in a vehicle construction with F.I.P. thread inlet and outlet. Internal on tLe Drarings. Contractor is responsible for minor changes specification so that each latera) operates at design any work. Materia, list shall include the manufacturer, which allows the length of pipe to 11e flat so as not to subject parts shall be stainless steel and neoprene. Anti-drain caused by actual site conditions. pressure. model number and description of all materials and equipment it to undue bending or concentrated external load at any point. valve shall be field adjustable against dravout from S to 40 ) 03 INSTALLATION B. Testing of Irrigation System: to be used. Although manufacturer and other information may Any section of pipe that has been dented or damaged will be feet of head. Anti-drain valve shall be similar to the be different, the following is a guide to proper submittal discarded and, if installed, shill be replaced rite her piping• Yalcon 'ADV" or approved equal. format: A. Trenching: 1. TAe Contractor shall request the presence o1 theC1ty'S 1.OS SUBSTITUTIONS J. Control Miring: Authorized Representative in writing at least W Marrs in 1. Dig trenches straight and support pipe continuously on bottom advance of testing. Item No. Dtscrlatlon t4rtufacturer Nodt1 No. --A. If the Contractor wishes to substitute any egvipment or materials 1. Except as noted otherwise, connections between the automatic 40' of trench. Lay pipe to an even grade. Trenching excavation 2, Test all pressure lines under hydrostatic pressure of ISO 1 Iackflor Preventer Febco 825Y for loose equipment or materials ,isted on the Drartngs and controllers and the electric control valves shall be made shall follow layout indtc+ted on Drartngs and as noted. pounds per square inch, and prove watertight. Specifications, he may do s0 by providing the following with direct burial copper wire ANG-U.F. 600 volt. Control 2 Automatic Controller Calsense 2000 Series information to the City of Rancho Cucamonga Ior aDDroval: wiring installed in control wire conduit within structure 2. Provide for a minimum of twenty-four (24) inches cover for shall be made with ANG-TM soled copper wire. Pilot wires pressure m&inllnes 3" and larger. 3 Wte Vaive M{Dco T-I13 Note: Testing of pressure mainlines shall occur prior to 1. Provide a statement indicating ere reason for Making the shall be a different color wire for each automatic lnstallatton of electric control valves. 1 Etc. Etc. Etc. substitution. Use a separate sheet of paper for tate item to 3. Prevent for a minimum of eighteen (111 inches cover for 4411 controller. Common rues shall be chile with a different 9 be substituted. color stripe for each avtomatic controller. Install to pressure supply lines. Irrigation submittal Must be specific and complete. All accordance with valve manufacturer's specifications and wire 3. All piping under paved areas shall be tested under 9 2. Prorlee Oestri tive catalog literature, 4. Provide for a minimum cover of twelve (12) inches for all hydrostatic pressure of 150 pounds oer square inch, and items must be listed and should include solvent/ rimer, rare, P oq performance charts ch&rt. In no cite shill rare size be toss Loan 014. wire connectors, valve boxes, etc. No D copies of and floc charts for each stew to De substituted. non-pressure lines. proved watertight, prior to paving. !. Hiring shall occupy the saws trench and shall be installed manufacturers I1ter&cure (catalog cuts) art required as ;• Provide the amount Of Cost sarings tf the Substituted item fs along the same route as pressure supply or lateral lines S. Prorlde for a minimum cover of eighteen (18) inches for all 4. Sustain pressure in lines for not less than six (6) hours. suDmtttal tnfor9 . approved. wherever control whin if leaks develop. replace elect and re eat test until entire possible. 9• } p system is proven watertight. 3. The Contractor way submit substitutions for equipment and B. TAe C,ty of Rancho Cucawerhga shalt lure the sole responslbtltty fn ;. Where more than one (1) wire is placed in a trench, the B. 8ackf,111nq: materials listed on the Drawings by following procedures as acceptingor rejecting an substituted item as an approved S. All Aydrostatic tests shall be made only in the presence of outlined do Section 1.05 of the Irr1 atlon SDecificatlons. } 9 y equal rirtng shall be tiDeO together at intervals Of fifteen (15) ft. 9 to those equipment and materials 1lsted on the Drarings and i. The trentAes sAatl not be backfilled until all required tests the General Contractor, or the City of Rancho Cucaaanga. MO 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 4. Equipment or materials installed -or furnished without prior each wire connection. Expansion curl shall be of sufficient the excavated materials approved for backfilling, consisting and approved in writing. approval of the City of Rancho Cucamonga way De rejected and 1.06 GUARANTEE length at a+ch splice connection at each electric control of earth, loam, sandy clay sand, or other apDrovrd the Contractor required to remove such materials from the valve, so that in cast of repair, the valve bonnet may be materials, free from large clods of earth or stones. Bickftll 6. Furnish necessary force pump and all other test equipment. site at Pelt ern expense. A. The Guarantee for the irrigation system shall be made 4n brought to the surface without disconnecting the control shall be mechanically compacted 1n landscaped areas to a dry . accordance with the attached form. The General Conditions and wires. Control wires shall be laid loosely in trench rltnout density equal to ad}scent undlsturDed Holl in piantinq 7. When the irrigation system Is completed, perform a coverage S. Approval of any item, alternate or substitute indicates only r aeas. Backfill rill conform to ad r+des without test In the presence of the City of Rancho Cucamonga, to that the product or products apparently meet the requirements Supplementary Conditions of these Specifications shall be filed stress or stretchlnq of control vert Conductors. }¢ 9 of the Orarings and Specifications on the DBests of the with the City prior t0 &cceDt&nce of the lrrigatton srstew. dips, sunken creat, Rumps or other surface trregularfties. determine tf the rater coverage for planting areas fs information or samples submitted. S. All splices shall be made with Scotch-Lok 03576 Connector complete and adequate. Furnish ill materials and perform ill B. A copy of the Guarantee form shall be included in the operations Se+ling Packs, Rainbird Snap-Tito were connector, or approved 2. A fine granular material backfill rill be initially placed on work required to correct any inadequacies of coverage due to 6. HMnut&cturer's warranties shall not relieve the Contractor of and milntenance manual. equal. Use one splice per connector se&llnq pack. all lines. ho foreign metter larger thin one-h&1f (1/2) inch deviations from plans, or where the system has been willfully in size x111 De permitted In the tnitial backfill. installed as indicated on the Drawings when it is obviously his liability under the guarantee. Such w rranttes shall C. The Guarantee form shall be re-typed onto the Contractor's Inadequate, without bringing this to the attention of the only fuppim!ment the guarantee. Yp i. control l valve between the automatic controller and electrlcil ;• Flooding letterhead &nd contain the folloring tnformhatton: control valves rill not be alloyed without prior approval of g of trenches will be permitted only with approval of City of Rancho Cucamonga. This test shall be accomplished the Cit of Rancho Cuc+mon +. the City of Rancho Cucamonga. before any ground cover is planted. B. Record Drarings: Y 9 QJARANTEE FOR SPRINKLER IRRIWTION SYSTEM K. Automatic Controllers: 4, If settlement occurs and subsequent ad}ustments in pipe, B. Upon completion of each phase of work, entire system shall be 1. The Contractor (hall provide and keep up to daft end complete He herebyvalves, sprinkler heads, lawn 0w, 1 • record set of blue line ozalld prints which shill be guarantee that the Irrigation system w have furnished planting. or other tested and adjusted to meet site requirements. and lnstilied is tree from defects in materials and workmanship, 1. Automatic controllers shall be of sire and type shorn on the construction are necessary, the Contractor shall make all corrected dally and icon every change from the originai g drarin s. Y requtrcd adjustments rltnout cost to the Ctty. 3.07 MAINTENANCE drawings and specifications and the exact installed and the work has been completed to accordance with the Drawings g locations, sizes, and kinds of equipment. Prints for these and Specifications, ordinary rear and tear and unusual abuse, or r neglect excepted. We agree to repair or replace any defects in 2. Final location of automatic controllers shall be approved b C. Trenching and Backfill Under P+vinq: A. The entire irrigation system shall be vender full automatic pu poses may be obtained from the City of Rancho site nmaduring the at arterial or workwashtp which y develop g period of one y operation for a period of seven (7) days prior to an lantin cost. This set of drawings shill be kept on thhee ssite and the City of Rancho Cuc&monga. 1. Trenches loceted under •rets there pavan OP Y D 9• year frau date of acceptance and also t0 repair or replace any g, asDhattic concrete shall be used only as a record set. damage resulting from the repairing or replacing of such defects or concrete, will be installed shall De backfilled with sand B. The Cit of Rancho Cucamonga reserves the right to waive or 9 9 9 D 9 3. Unless otherwise noted on the Oravings, the 120 volt y 9 �' it no additional cost to the City. We shalt make such repairs or electrical (a layer six [6) inches Dilor the pipe and three (3]compaction, shorten the operation tried. 2. These drawings shall also serve as work progress sheets and poorer to the automatic controller location shall D replacements within a reasonable time, as determined by the City, be furnished b above the Di De) and compacted to layers to 951 compaction, shall be the basis for me+surement and payment for work after receipt of written notice. In the event of our failure to y others. The final electrical hook-up shall using manual or mechanical tamping devices. Trenches for completed. These drawings shall De av&11+Die at 4411 times D be the resDonsiDility of tAr Contractor. 3.OB CLEAN-UD for observation and shall be klpt in a loc&tion designated Dy wake such repairs or replacements within a reasonable time after piping shall De comp&cted to equal the compaction of the the City of Rancho Cucamonga. Should the record blue line receipt of written notice from the City, we authorize the City to 1. Electric Control Valves: existing adjacent undisturbed soil and shall be left in a Clean-Up shall be Made as each portion of work progresses. Refuse and record drawing progress sheets not be available for review or proceed to have said repairs or replacements wade at our expense firm unyielding condition. All trenches shall be left flush excess dirt shall be removed from the site, all calks and paving shall not be up-to-date at the time of any observation (refer to and re well pay the costs &nd chBerges therefore upon demand. 1. All electric control valves shall be the same Size and type with the adjoining grade. The Contractor sh&ll set 1n place, be broomed or washed down, and any damage Sustained on the work of Section 3.10 - Inspection Schedule), it rill be assumed 00 shorn on Dr&rings. cap and pressure test all piping under paving prior to the others shall be repaired to its original condition. work has been completed and the Contractor rill be assessed paving work. the cost of that site visit at the current billing rate of PROJECT: 2. All . electric control valves shall have a manual floc 3.09 fiNAl OBSERVATION PRIOR TO ACCEDTANCE the City of Rancho Cucamonga. No other observations snail ad}ustwent. 2. Generally Piping under existing walks is dont by jacking, take pl&ce prior to payment of teat assessment. LOCATION: boring or nydraullc drtvinq, Dut where any cutting or A. The Contractor shall operate each system in Its entirety for the 3. Provide and install one control valve box for each electric breaking o/ sidewalks and/or concrete is necessary, it shall City of Rancho Cucamonga at time of the Final Observation. Any J. The Contractor shall Mike neat and legible notations on the SIGNED control r&lve. be done and replaced by the Contractor as a part of the items deemed not acceptable by the City of Rancho Cucamonga shall . contract cost. Permission to tut or break sidewalks and/or be reworked to the complete Satisfaction of the City of Rancho record driving progress sheets daily as the work proceeds, showing the work as actually installed. For example, should ADDRESS: N. Control Valve Boxes: concrete shall be obtained from the Ctty of Rancho Cucamonga. • Oiece of putpment be instilled in a location that dots notCuc&monga. No hydraulic driving well be permitted under match the plan, the Contractor must indicate that equipment 101110111' DATE OF ACCEPTANCE: concrete pavinq. 1. Use / 112' I.D. M 11 3/1• rosmd concrete valve Mor with B. The Contractor shall shoo evidence to the City of Rancho Cucamonga has been relocated in a graphic manner so as to match the Fibrelyte lid for all gate valves. Extension sleeve from that the City has received ail accessories, charts, record original symbols as indicated to the irrigation legend. The calve b x to gate valve shall be PVC Schedule 40 - 6" minimum 3. Prorlde fora Mmum corer of eighteen (18) inches between drawings, and equipment as required before Final Observation can _ relocated equipment and dimensions well then be transferred PART 2 - PRODUCTS size Valve box sha! be similar to Christy "f8 Box" valve the top of the pipe and the bottom of the aggregate base for occur. to the original record dr+ring plan at the proper tlma. box with Ch*lsty "FLBC" lid or approved equal. all pressure and non-pressure piping installed under 2.01 MATERIALS asphaitic concrete pivtnq. 3.10 OBSERVATION SCHEDULE 4. Before the date of the final observation, the Contractor A. General: Use only new Materials of brands and types noted on 2. Use flh 5.8" x 17 114 concrete rectangdlar box with citre'.yte 0. Assemblies: shall transfer all information from the "r.ror4 drarin lid or all electr . control valves. Valve box stall be A. Contractor shall be responsible for notifying the City Of Rancho prints to a �(7 Mylar - procured Drawings, specified Aereln, or approved equals. similar zo Christy -'89 Box" with Christy "F(90" !id or Cucamonga in advance for the following observation meetings, I. Routing of sprinkler irrigation lines as indicated on the from the Cit of Rancho Cucamonga. All work shall be 1n approv+a eoual according to the time indicated: Y 9 t. PVC Pressure Main line Pipe and fittings: Drarings is diagrammatic. Instill lines (and various waterproof India ink and applied to the mylar by a technical 1 1 assemblies) in such a manner as to conform with the details pen wade expressl for use on w lar material. Such pen shall 3. Insta =stn remote •,,ntrot varve to a separate valve t;,ox. 1. Pre-Job Conference - 7 days Y Y 1. Pressure main line piping for sizes 2• and larger, shall be Each v:.ve number s"all be heat branded on valve box top with in the Drarings. be similar to those manufactured by Rapidograph. Kueffell 6 PVC Class 315. 1 tine installation and tlstl 48 hours Esser, or faDer Castell. Tne dtmenstons shall be made so as 2' ta!1 .otters. Branding unit available from Nydroscape 2. Pressure sued Y ^9 - Products, Inc- phor- number (714) 639-1850. 2. Install no wulttplt assemblies in plastic lines. Provide Se be easily read+Die even on the final controller chart (see 2. Class 315 pipe shall be wade from as MSF approved Type 1, each assembly with its ern outlet. ;. Automatic controller installation - 40 hours CP Section C). The original mylar *record drawing' plan shall be Grids I, PVC compound conformin to ASTM resin specification fubmltted to the City o/ Rancho Cuc&monga for approval prior 01784. All 9 N Sprinkler Meads: d d Pagano Pepe must meet requirements as set forth in 3. Install all assemblies specified herein 1n accordance with /. Control wire intta Nation - p hours v to the completion of the controller chart. Federal Specification PS-22-70, with an appropriate standard respective detail. In absence of a dot&il Drawtn or 1. All sprtnkltr Mads s*ill be Of the same Hirt, type, and 9 S. The Contractor shall dimension from two (2) permanent points dim^tion (S.D.R.) (Solvent-veld Pipe>. of p with the diameter (or precipitation Specification pertiintnq to a specific item required to S. Lateral line and sprinkler Installation - 18 hours radius) the same rate r the e work, of reference, Ouk111nq corners, slderalk, or road radius) of throw, pressure, and discharge as shown On the compperform such cork to accordance with best IRRIGATION CONSULTANT Intersections, etc., tn9 location of tee follorinq stews: 3. Pressure main line Pkptnq for sizes 1-112' and smaller shall dravings and/or as specified 1n these special provisions. standard practice with prior approval of the City of Rancho 6. Coverage test - 18 hours Hoe WEST FOUTI'M eTRM M PVC Schedule 40 rlth solvent waded joints. Cuc+nonga. GANTA ANA cALe•orwmA 92701 A. Connection to existing water lints. (7144)9044-2160 t. Spray heads shall hate a screw ad}ustment. 4. WC pipe and fittings 7. final Observation - 7 days 4. Schedule 40 pipe shalt be wade from MSF approved Type I. 4s shall be thoroughly cleaned of dirt. Grade I PVC compound conforming to ASTM resin specification dust and moisture before tnstallatton. Installation and b. Con^ectton to existing electricai power. 3. Riser units shall be fabricated to accordance vttA the 8. When observations have been conducted by other than the City of 01785. All pipe must meet requirements as set forth in details shown on the drawings. solvent welding methods shall be as recommended by the pipe Rancho Cucamonga, show evidence in writing of when and by whom e. Gate valves. inter&1 Specific+tion PS-21-70. &nd fitting manufacturer. these observations were made. f. PVC solvent-weld fittings shall be Schedule 40, 1-t, II-I RSr 4, Riser nipples two me all sprinkler heads shall be the Sam size S. On PVC to metal connections, tht Contractor shall work the d. Routing e1 sprinkler prtssvre lints (Amens/on psi as the riser opening in the sprinkler body. metal connections first. Teflon tape or aporovte equal, C. Mo site observations will commence without As-Built" record CITY 100' anon routtn ). aprm>wtd cOnfonlnq t0 ASTM test procedure D1466. 9 9 shall be us td on all threaded PVC to PVC, and on all drawings. In the event the Contractor calls for a site visit DESCRIPTION OF REVISION DATE APPROVED 6. Solvent cement and ►rimer for PVC solvent-weld pipe And s• All sprinkler heads of the save type shall M of the same without "As-Built" record drawings, without completing previously e. Sprinkler control waives. martufatturtr. threaded PVC to metal joir.cs. light wrench pressure is all noted corrections, or without preparing the system for said visit, NIA r fltttngs shall Oe of type and /nstillatlon methods prescribed that is required. Mnere thre&did PVC connections are 0� �a/� h� by tee manufacturer. required, use threaded PVC adapters into which the Df De may ie shall t responsible for reimbursing the Clty of portal �\E os/ CITY 0 F RANCHO C f. Routing of control vlrlrrq and locations of all spitce 0 identtficatlon Tags be solvent welded. Cucamonga at his current billing rates per hour portal to portal VP M- $ "+•1•�0 boxes. 7. Ail PVC pipe must bear Mt follorinq markings: (plus transportation costs) for inconvenience. No further site - �LZ A/y f 1. I.D. tags for electric control valves shall be manufactured visits will rt scheduled until this charge has been peed and �+ � � E. Lane Clearance: A11 lines shall Mve a minimum clearance of Fy Tee I- Qr1ck coupling vatres. a. Manufacturer's name from Polyurethane Lehr Oesopin. Use CArlsty's standard tag twelve (12) inches from each otfier and froom lines Of other received. ~ � TERRA V S T A hot stamped with black letters on yellow background. Togs 0 b. Nowlnal Plpe size shall be numbered to match trades. Parallel lines shall not be installed directl over one h. Stab-orfs for future connection. c. Schedule or class programming shown on the another. y � � LIC, No. 1253 d. Pressure ratlnq in P.S.I. rrarings. ►rovl0e one tag for each electric control valve. my A 1. Other related egvlpment Af directed ti the City Of e, MSF (National Sanitatton foundation) approval f. Automatic Controller a t � Rancho Cucamonga. 2. Special order fait from T. Christy Enterprises, 1211 Struck TRACT � 1 2 6 7 1 f. batt of trtruslon END OF SECTION D TE Avenue, Orange, G 92667. Phone (714> 771-4141. Install as per manufacturer's instructions. Remote control valves B. ON ar before the Oat! of the final Ocompletddn, the B. A11 fittings shall bear the manufacturer's name or trademark, P Vandal Resistant Controller Enclosure: shall be connected to controller in numerical sequence as shorn on ti. Contractor sfiall deliver the corrected and completed sepias sepias material designation, size, applicable I.P.S. schedule and the Drawings. IRRIGATION SPECIFICATIONS to the City of Rancho Cucamonga. Delivery of the seekas rill MSF seal of approval. 1. Controller enclosure shall be of size and type sllorrh on the Sl not relieve the Contractor of the responsibility frm he ,rrigat,on drawings and trrigatton detail sheet. G. Nigh Voltage Hiring for Automatic Controller: qTF DF �� farnisAing required Information that may bf omitted from the C. PVC Non-►resswre Lateral Line M ping- LEWIS H O M E S prints 2. A backboard shall be secured to the controller enclosure 1. 120 volt power connection to the automatic Controller shall 1. Non-Pressure buried lateral lint piping shall be PMC Schedule Aoustng to provide a base for wovnttnq the automatic be provided by the Contractor. C. Controller Charts: 10 with solvent-veld joints when instilled 1n planting areas. sprinkler controller ane terminal :trip. APPROVED 9Y: BATE:�' 2. All electrlcil work shall conform to local codes, ordinances, 1. As-built Irawfngs shall p approved by the City o/ Rancho t. Non-pressure lateral lint piping installed under pared areas 3. A 117 volt duplex box shall be provided with and onloff and union authorities having jurisdiction. RC.E NO.� Cwcawsw+ga bNore controller charts are prepared. shall pe PVC Schedule 40 rtth solvent welded joints. switch, and 117 volt receptacle. Metal conduit shall run CITY E N GIN E E 2. Provide one controller chart for each controller sepplied. 3. Pipe shall be made from NST approved, Type I, Grade II PYC from the 117 volt supply to the controller housing. All M. Remmece Control Valves: RECOMMENDED P yP DESIGN poorer within the housing shall be properly phased. compound conforming to ASTM resin specific&tion D1784. All I. Install where stork+ On the Drarings. Wen g►om0ed together, M C 3. The chart shall show the arm controlled by Lha arma totic pipe must meet requirements set forth 1n Federal 4. A terminal strip shall be provided, clearly indicating the Allow at least twelve (12) inches between valves. Install Land Concern, Ltd1 750 EAST DEERE AVENUE Controller and Shall be the maximum the which the controller Specification PS-22-70 with an appropriate standard dimension proper points of connection of all appropriate tiring each remote Control valve 1n a Separate valve box. SHEET Mor rill altar. ratio. (station valves, master valve, common, central control.) DRAWN 4. The chart is to be i rWwod drawing of the actual installed 4. Except as noted to paragraphs 1, i and 3 of section p2.01B, I. flushing of System: L P SANTA ANA CA 92705 8 8 system. Mowere h in a event tis controller segvtnte is all requirements for non-pressure lateral line pipe and I. After all now sprinkler pipe lines And risers are in plate PHONE (714)250-4822 Mt legible a wan the will bedrawing is reduced, it shall be fittings shall it the same as for solvent-weld pressure mein and connected, all necessary diversion work has been C M E C K E D DRAWING N0 enlarged to a size tArt rill ba readable when reduced. Spee pipe and fittings as set forth to section 2.011 of these completed, and prior to installation of sprinkler heads, the R C E NO Specifications. control valves shall be opened and tuft head of ester used to D.D. PAGANO GATE FILE 110 - /,.4 -1-44 flush out the system. PROJECT SHEET NO. /6OF /6 1,