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HomeMy WebLinkAbout2311-L DEVELOPER/OWNER . S CAP CjrllTlrl CTU P LV.D RANCHO CUCAMONGA, L.L. C .BASE LINE ROAD AR RAL LAN3 LANU 1156 N. MOUNTAIN AVENUE UPLAND, CALIFORNIA 91786 "TACT 18806 RANCHO CUCAMONGA, CALIFORNIA PH: 9019-579-1282 FAX: .909-949-6700 Landscape. District 00 VICINITY MAP GENERAL NOTES RECYCLED WATER . GENERAL NOTES: 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 1. ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE & MARKED RECYCLED WATER. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 2. ALL VALVE BOXES MUST BE PURPLE & MARKED RECYCLED WATER,. THE COMPLETE BOX TOP & BOTTOM SHALL BE PURPLE. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD 3. ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES, SPRINKLER HEAD CAPS, SPRINKLER RISERS, STRAINERS & RELATED RECYCLED WATER MATERIALS SPECIFICATIONS FOR PUBLIC.WORKS CONSTRUCTION. MUST BE MAKED OR .TAGGED "RECYCLED WATER - DO NOT DRINK" ON ONE SIDE &. IN SPANISH ON THE OTHER SIDE. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY 4. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED. VICTORIA ST DAMAGE INSURANCE AS REQUIRED BY LAW. 5. IRRIGATION CONTRACTOR SHALL SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION. 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT J 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 6. CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. 0- 7. QUICK COUPLERS TO BE ACME THREAD TYPE & MARKED RECYCLED WATER. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL SITE w RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. ¢ 8. QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. ¢ w 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS z v C1' 1 5 HAVE BEEN APPROVED BY THE CITY ENGINEER. 9. ABSOLUTELY NO HOSE BIBBS OF ANY KIND SHALL BE INSTALLED ON RECYCLED WATER PIPING. 0 1 GREEN CANYON 8 SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT 10. PRIOR TO TURN ON AND APPROVAL OF RECYCLED WATER IRRIGATION, INSTALL TEMPORARY R.P. BACKFLOW DEVICE ON LANDSCAPE PER CVWD STD. DRAWING #111 m DRIVE WIDE FLAT AREA AT THE TOE OF SLOPE. WITH A STRAINER UPSTREAM OF BACKFLOW AND A ACME THREADED QUICK COUPLER FOR RECYCLED WATER 2 FEET DOWN STREAM OF LAST ELBOW, IN A PRUPLE VALVE BOX MARKED RECLYCI_ED WATER. w 9 UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON, WRITTEN VERIFICATION FROM THE INSPECTOR THAT 11. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES & RECYCLED WATER LINES SHALL BE 10 FEET AND THE VERTICAL DISTANCE SHALL BE 1 FOOT. (=n ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL BASE LINE RD CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER CALOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE 12. IF A RECYCLED WATER LINE CROSSES OVER A DOMESTIC WATER PIPE, RECYCLED WATER PIPE, RECYCLED LINE MUST BE SLEEVED WITH SCH 40 PVC PURPLE PIPE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH. SETTLE BELOW TWICE DIAMETER OF PIPE & EXTEND 5 FEET ON BOTH SIDE OF DOMESTIC PIPE. GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, .CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER 13. SUBMIT 1-HARD COPY & 1-PDF COPY OF, IRRIGATION PLANS TO CVWD WITH STD. DRAWING #402 .& THESE GENERAL NOTES ON THE TITLE SHEET PAGE, & ALSO COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. SHOWING A MINIMUM OF 10 FEET SEPARATION FROM IRRIGATION TO POTABLE SERVICES. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 14. TYPE K COPPER OF BRASS PIPE FROM METER TO 3 FEET PASSED PROPERTY LINE WITH PRESSURE REGULATOR (IF REQUIRED) & ACME THREAD QUICK COUPLER 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. INSTALLED. N12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 15. NO LOOPED IRRIGATION SYSTEMS SHALL BE PERMITTED, ONE. SERVICE PER SYSTEM. NOT TO SCALE * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS 16. PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 17. DRINKING FOUNTAINS, PICNIC TABLES & BENCHES SHALL NOT BE CONSTRUCTED IN AREAS WHERE OVERSPRAY FROM RECYCLED WATER COULD COME IN CONTACT * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS WITH THEM. 13. MEANDERING RINGAD SIDEWALK WAL AS LAYOUT, WHERE NECESSARY TO SHOWN, IS CONCEPTUAL ONLY.FIELD CONDITIONS AS APPROVED BY F THE FINAL SIDEWALK LAYOUT SHALL BE INSPECTOR AND PROJECT PLANNER,E IN THE 18. DECORATIVE WATER FOUNTAINS SHALL USE POTABLE WATER. SUBMIT DRAWINGS SHOWING POTABLE LINES, TO ALL FOUNTAINS. ALSO, PLANS SHALL SHOW ALL MEETDRINKING & DECORATIVE FOUNTAINS, EATING AREAS AND SEATING AREAS. PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: 19. PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF RECYCLED WATER IRRIGATION. CONTACT SHANE STEVENS @ 951-415-9092. * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. LANDSCAPE MAINTENANCE DISTRICT RESPONSIBILITY MAP * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. SHEET INDEX CONSULTANTS SHEET NO. TITLE L-1 TITLE SHEET LANDSCAPE ARCHITECT: 1=RANK RADMACHER ASSOCIATES, INC. 14841 YORBA ST. SUITE 204 TUSTIN, CA 92780 L-2 CONSTRUCTION PLAN (114) 832-1114 Pax (114) 832-5121 L-3 IRRIGATION PLAN CIVIL ENGINEER: THIELMANN ENGINEERS GREEN CANYON DRIVE 221 SOUTH GLASSELL STREET L-4 PLANTING PLAN ORANGE, CALIFORNIA W6(olo (114) 744-9100 Fax (-114) 144-5312 L-5 IRRIGATION DETAILS t NOTES W L-(o PLANTING DETAILS 4 NOTES STREET 'Co L-1 IRRIGATION 4 CONSTRUCTION SPECIFICATIONS 0 CAJ PA40 L-6 PLANTING SPECIFICATIONS - o N r ` / DESCRIPTION OF REVISION DATE APPROVED LANDSCAPE QUANTITIES r-L+ -- CITY OF RANCHO CUCAMONGA o � o BASELINE ROAD BASE LUNM ROAD 3,480 TOTAL S.F. OF NON-TURF LANDSCAPE AREAS �"� -9TOTAL S.F. TURF N 4, 38 TOTAL S.F. HARDSCAPE AREA (INCLUDING WALKS U e RACT 18808 RANCHO CUCAMONGA Cn (57151) BEYOND 4 WIDTH) �+ STREET 'B' �- TOTAL S.F. TRAIL AREA (IF APPLICABLE) - TITLE SHEET o g 8818 TOTAL S.F. OF ALL AREAS R014120/I O CL 0.20 TOTAL ACRES Underground Service Alert FRA 02914 APPROVED BY: �.�.� ...� DATE: ///� Z/7_ a� g CITY ENGINEER RCE: # 53672 N N ANDSCgpF DESIGN PLAN PREPARED BY: RECOMMENDEP a) -' TOTAL L.F. OF TRAIL FENCING �oR ch r99 �.R i, FRANK *� $ TOTAL L.F. OF CITY MAINTAINED WALL a a e I RADMACAER CALL TOLL FREE Z LIC 110 ASSOCIATES,INC. $ TOTAL LF. OF CITY MAINTAINED FENCE 1-800-227-2600 `� -� DRAWN SHEET 3 L.M.D. AREA BASE LINE ROAD N,T,!50 r STA» '3 TOTAL STREET TREES BY BOTANICAL NAME: * * Landscape ArCA9278s tl�// � PHONE(714)632-1774 PAX(714)832-5721 �-� OF L1J 9J Dat@ �� EMAII.:oMA11110@FFRAW0-MT CA 92780 9 MAGMA 'MAJESTIC BEAU ORA - SOUTHERN MAGNOLIA TWO WORKING DAYS BEFORE YOU DIG \� FR• DATE 11/7/2011 R.L.A. NO. 1110 F F CAL 0 CHECKED DRAWING N0. 23//- L LY CD i CD PROJECT SHEET NO. X OF X i BOULDER SIZE AND LOCATION PER PLAN 1/2"POLY-FOAM EXPANSION JOINT 1/2"RADIUS CONCRETE HEADER — 1/2" RADIUS - ----- ------------ ---------------- -- EXPOSED EDGES AND FINISH PER PLAN 1 IN LAWN (INSTALL AT GRADE LEVEL AT SWALE f1�PT�HEIS CROSSINGS) 6. OR 8" EE NOTE FINISH GRADE FOR DG OR COBBLESTONE F.S. SHALL BE FLUSH WITH ACENTHARDSCAPE •r r �.•• UNDISTURBED NATIVE SOIL REFER TO PLAN TOP OF CONCRETE HEADER I-1111;. 111_ . XT XT! '= I 3 RE-BAR CONTINUOUS tUNLESS OTHERWISE INSTRUCTED) NOTES: III—III—III- 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2.1/2"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. 4.90%COMPACTED SUB-GRADE. NOTES: CITY OF RANCHO CUCAMONGA, CALIFORNIA. - �0 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8„ EXPANSION o5 APPROVED BY: STANDARD PLAN q JOINTS AT 20'-0” O.C. BOULDER PLACEMENT 2.. 8" WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO y 542—A CITY—MAINTAINED TURF' CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I o W R.C.E. 53672 c 3. CONCRETE TO BE 520—C-2500 MIN. N 4. HEADERS TO BE USED AS EDGE TREATMENT TO ALL COBBLE AREAS, MORTAR EVEN WITH Fur SIDE UP AS AN EDGE TREATMENT TO ALL NON—HARDSCAPE LIMITS OF WORK CURB CURB AND WALK T001. NORfM JOM�110 AOC6M COleIL AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. CASE 1 COBBLESTONE SIDEWALK 0 2x .4C%l '4 CITY OF RANCHO CUCAMONGA, CALIFORNIA ••° �•° � •�'°• ° � • 4� ' APPROVED BY, STANDARD PLAN 3" MINIMUM CONCRETE BED ° CONCRETE HEADER C eouloeR PFR STO Km UNDERNEATH COBBLESTONE 5/13/09 534 CASE 2 (LOCATE PER PLAN) 3" MIN. SOIL DEPTH AT > EDGE OF COBBLE W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E.. 2— COBBLESTONE 3-1/2" MINIMUM CONCRETE BED CASE 3 6"1---2a"-�i 6".�--- 2" MAX. MORTARED STONE SWALE _EDEPTH IIII III; 4" Tom•• _ _ COBBLESTONE 4" CONCRETE BED CONCRETE CURB BENEATH COBBLE W/#3 BAR RDU1D 2x4 HDR � 2' MIN. / 4' MAX. RAD. CURB & GUTTER SEE DETAIL FOR 3' LATER D.G. 6" PCC MOW CURB END CONDITION PER CITY STD. 534 4 4 6" PCC MOW CURB �✓3� CONCRETE HEADER RETAINING WALL PER PER CITY STD s34 SEE SEPARATE WALL PLANS AREA NTER � COBBLESTONE CIVIL ENGINEER PLANS HARDSCAPE EA I� 0'0* 542-A BOULDERS Jl EXISTING 4 4 SIDEWALK HARDSCAPE \6T4 L-2 PAD=1295.9 �•'RA� * 1577 8 JOIN AT RIGHT ANGLES (TYP.) 24" I U I t t NOTES: 3' MIN. / 4' MAX. RAD. EXISTING CURB I PLAN 2R I I �� TYP. 18'4) BOULDER a t t 3 2 TYP. 24'4) BOULDER 1. CONCRETE CLASS 520-D-2500. OR WALK PAD s 1295.$ L =-------1 I 2. ROCK SIZES UNLET- OTHERWISE SPECIFIED, SHALL BE: L.L. PAD=1295.5 TYP. 12'0 BOULDER c8BBLLESTONES MAX 0""M2 WITH 8" WRH ONE FLAT SIDE END CONDITION RDWD 2x4 HDR TREE LOCATION TYP. 24' � BOULDER 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT TYP. 18'0 BOULDER I TREE LOCATION TYP. 24'0 BOULDER _ SEE PLANTING PLAN 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS •D' MORTAR. 1 PART CEMENT TYP. 12'0 BOULDER TYP. 18'y4) BOULDER ifl • SHEET 1,",-11 TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK" O ALLOWED) SEE PLANTING PLAN "1YP, I2' BOULDER _ 5. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO SHEET L-4 ING ROCK WORK. 6. FINAL PROCERES NGEDING IPOSITIONTH INOF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. _ 3, „ 7..ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 12" 1 *(V' � 8. ALL COBBLE STONE AREAS SHALL HAVE 6"x6" CONC HEADER AS AN EDGE AT PLANTING. .: �p • 1 • 9. ROCKSCAPE SHOULD FOLLOW,GRADE WHERE SLOPES EXIST AND MAINTAIN A 2: MIN. AT ALL TIMES WITHIN THE R.O.W. o CITY OF RANCHO. CUCAMONGA, CALIFORNIA 9' S8`' ^L)'-3". '1S'-T�• ; ai APPROVED BY, RIVER WASHED GRANITE STANDARD PLAN 35 N COBBLESTONES 542 4' 9 1 w CITY ENGINEER ¢ R.C.E.ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 1 . M 86' s6' TYP. 249.0 BOULDER EXISTING STREET LIGHT N \ TYP. 18' d)BOULDER r•I STREET LIGHT Vxll' UTILITY STRUCTURE N 542 COBBLESTONE BASE LINE ROAD Q L-2 TYPICAL 5 SIDEWALK PER CIVIL ENGINEER PLANS ' 23 1 update utility location per civil engr. 10/4/11 21 22 >EXtSTtNCrt ►hrtP tzOy M NTs. i NO. DESCRIPTION OF REVISION DATE APPROVED CITY . OF RANCHO CUCAMONGA J BASE LINE ROAD TRACT 18806 RANCHO CUCAMONGA, CA atN EXISTING COBBLESTONE CONSTRUCTION PLAN SCALE: 1'=20' o FR,4 02S-14 APPROVED BY: s.-t ' .. DATE: / //S//2, `� CITY "=NGINEERj;?. -.--�� RCE: 53672 'Us \ APF qpy DESIGN PLAN PREPARED BYE. K RECOMM D RADMACHER W —' at re DRAWN ASSOCIATES,INC. SHEET m . 5/31/12 5e31i12 8 STAFF PHONE(714)832.1774 FAX(714)832-5721 L-2 OF tC 14841YocbaSheet,Suite204 - Tuspe tin,CA Q o Dote - - EMAM:FRA1110@mtAINC.NET 9 CHECKED DRAWING NO. TF OF SAL\F�� F� / DATE: 11/7/2011 RLA NO. 1110 29// N O r O Oi PROJECT SHEET NO. i X OF x_ RECYCLED WATER PRESSURE CALCULATIONS " WATER METER " 1 - SIZE 1 ELEVATION 1292.471' STATIC PRESSURE High 151 P.S.I. Low 135 P.S.I. SOURCE OF INFORMATION SHANE STEVENS PHONE NUMBER (951) 415-9092 DATE OF INFORMATION 11-1-2011 CONNECTION ELECTRICAL POINT OF CONNECTION H .G.L. MEAN ELEVATION 1641.5 (REQUIRED IF STATIC POINT OF PRESSURE UNKNOWN) WATER METER SIZE RECYCLED- 1DEVELOPER SHALL PROVIDE 110 VOLT ELECTRIC SERVICE LINE SIZE Is SOURCE FOR AUTOMATIC CONTROLLER TO THIS WATER METER ELEVATION 1292.4'1' 349.03' X .433 WATER METER STA. .+ .00 AREA. TWE EXACT LOCATION OF CONTROLLER ELEVATION OF METER 1292 47' SHALL BE DETERMINED IN FIELD PRIOR TO HYDRAULIC GRADIENT 16415'. . REMOTE CONTROL VALVE- INSTALLATION. ." A2 1' STATIC WATER PRESSURE 151.1 P.S.I. CONTROLLER SHALL BE INSTALLED MAX.G.P.M. FLOW 18.4 IN AN ENCLOSURE AS SPECIFIED ON IRRIGATION MAXIMUM DEMAND 18.4 G.P.M. AREA SERVED (Acres) X480 Sc�Ft (Z AC) PLAN LEGEND. ELEVATION OF HIGHEST HEAD 1296.00' PRESSURE a R.C.V. 49.8 P.S.I. QTY. SIZE ITEM P.S.I. LOSS 31 WATER METER 0 W I-I/2 PRESS. REG. (FALL-OFF) PAD=1295.9 1 12.0 ���� • �.\ EXISTING 1 1-1/2 _ R.P. BACKFLOW DEVICE Q PI-4N 7l>' TRACT l roll ro 1 1' FLOW SENSOR .2 1/2 MASTER 15 I a . Dl�. 2082-�, i I- AS ER VALVE L-------J I, 3� \� •\` SCE UTILI�"Y 5TRUCTUR� 3/4 3/4 3/4 - SHEET L-3 OF S 1 1-1/2' BALL VALVE (S) 1.0 I PAD=1295.5 62' 1-1/2' MAIN LINE (o >-+ 33 �Y 7x MAIN LINE PAD 1295 5 3/4�,- 3�/4 -r, 3 „_ �. 3/7 1 3y s/�3 . 1. R.C.V. ASSEMBLY 3 3/4 1. 1 L LATERAL LINE LOSS 3/4 1 23 r :r �. . 1 26' 3/4' LATERAL LINE LOSS 1.4 3/ 3/4 `; 1 � 3/4 3/4 ., �r�;�. /4 /4 3/ 3/ 1' �'� .. � 1.2 /4 ; .� .� <�z<�x - 3%d '� 1/2' LATERAL LINE LOSS FITTINGS LOSS (10io) .z5• -. 3/4 3 . „ 3/ f / _ 3y4r^ - / ELEVATION CHANGE (+3-51). 1.5 3/ 41.0 � /4 3/4 /4 /4 -- �.Z._.:-- ---_ --_ 1 TOTAL SYSTEM LOSSES: -_- _ y- 1 U t0 OPERATE HEAD: - 1 PRESSURE30.0 . -_ - PRE .�... } -Y-• -„ ..- �. � 1 '11.0 �-- _ - �, ,; ---`- I ; TOTAL PRESSURE REQUIRED: 8.4 �� STATIC PRESSURE AVAILABLE: 135.0 � LOWEST S SSU (IF REQUIRED): 90.0 N 13.1 1 1 PRE-SET REGULATED PRESSURE��• 1.5 1.5 1 1 �- 19.0 RESIDUAL WATER PRESSURE: 13.5 I° i CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20 1 1 BASELINE LINE ROAD ;� 7.2 21 j 1 1 EXISTING MEDIAN LANDSCAFE EXISTING C055LE5TON HRFRIGATION LEGEND SYMBOL MANUFACTURER MODEL NUMBER TYPE PERI". PSI RADIUS DETAIL REF./L-5 Q RAINBIRD MPR 1812-SAM-NP-PRS-SH, SO SHRUB 20, .10 30 5' 539 $ RAINBIRD MPR 1S12-SAM-NP-PRS-51.4,T,Q,VAN,VAN SHRUB 30 8' 539 RAINBIRD MPR 1812-SAM-NP-PRS-I2H,T,Q,VAN;VAN SHRUB 12' 539 DETAIL REF./L-5 SYMBOL DESCRIPTION ® RAINBIRD "EFB-CP-PRS-D BRASS ELECTRIC CONTROL PRESSURE REGULATING VALVE-SIZES NOTED 520 NOTE: BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD Q 3/4' NELSON NO. 7645 QUICK COUPLING VALVE w/LOCKING PURPLE CAP- INSTALL MAX. 150' O.C. 536 WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING H WATTS "B-6400-SS BALL VALVE, LINE SIZE-INSTALL IN CARSON 1220-12 (14"x21') PURPLE BOX w/ 518 GENERAL. REQUIREMENTS OF CHIS WORK: CARSON "1220-4 PURPLE LID AND S.S.. BOLI. CONTRACTOR Sl-TALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN 0 1-1/2' FEBCO "825Y-BV-1.50 REDUCED PRESSURE BACKFLOW DEVICE-INSTALL IN VANDAL RESISTANT 51'1-A ON PLANS AT THE SITE PRIOR t0 COMMENCEMENT OF ANY WORK ALUMINUM LOCKING ENCLOSURE COASTGUARD SHACK CGS 2-INSTALL PER LOCAL CODES a DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY °i TO THE CITY INSPECTOR. Ill 1-1/2' WILKINS Soo BRASS PRESSURE REDUCING VALVE-SET 90 P.S.I. DISCHARGE PRESSURE 519 WILKINS WYE S-YS-150 LINE SIZE STRAINER. INSTALL IN PURPLE CARSON RECTANGULAR BOX 51'1-G 1-1/2 SUPERIOR "3100 N/O BRASS MASTER VALVE-WIRE TO MASTER VALVE CIRCUIT 516 N ® 1' CALSENSE SFS-100 FLOW SENSOR -INSTALL IN RECTANGULAR BOX 516 CALSENSE "Et2000E-S-LR-RRe-SSE-R/FM 1B/SSE-PED/SSE-MPS-A16-10K (S STATION) CONTROLLER 522 N INSTALLED IN A HEAVY DUTY STRONGBOX MPS SERIES STAINLESS STEEL METERED ENCLOSURE CONTRACTOR SHALL COORDINATE w/CITY ENGINEERING DEPARTMENTS FOR REQUIRED ELECTRICALCITY °1 AMP LOADS PRIOR 70 ORDERING CONTROLLER. CONTACT CALSENSE REP. BOB MOXLEY FOR MORE NO. DE5CRi1=T10N OF REY1510N DATE APPROVED 3 c INFORMATION o ('160) 580-9428. �o ---- PRESSURE MAIN LINE PIPING - USE PVC SCP 40 PURPLE PIPE FOR RECYCLED WATER BURY 532 CITY OF RANCHO CUCAMONGA. MINIMUM IS' DEEP-SIZES NOTED 41 O1 NON-PRESSURE LATERAL LINE PIPING-USE PVC SCH. 40 PURPLE PIPE FOR RECYCLED WATER 532 •E rn BURY MINIMUM 18' DEEP-SIZES NOTED.. BASE LINE ROAD -� ALL LATERAL AND MAIN LINE PIPE t0 BE INSTALLED WITHIN A PVC SCH. 40 PIPE SLEEVE UNDER 533 SCAAN MAINAL. INSTALL MINIMUM 30' DEEP. SIZE t0 BE A MINIMUM OF TWICE THE TRACT 18806) RANCHO CUCAMONGA9 CA DIAMETER OF THE PIPE. PIAN� /��� N - VC SCH. 40 PIPE ELECTRICAL/ IRRIGATION CONTROL WIRE SLEEVE UNDER ALL HARDSCAPE- 533 IRRIGATION PI�L1L V - - - - - - -- - - INSTALL MINIMUM 30" DEEP SCALE: I'=201 �---- a� 1 RECYCLED WATER METER BY DEVELOPER-WATER SERVICE PROVIDED BY C.V.W.D. (909) 981-2591 526 DATE: /5 �/� a O �� �'29�4 APPROVED BY: ,,�°' . ' , o EXISTING WATER PRESSURE 150 P.S.I. (INFORMATION PROVIDED BY SHANE STEVENS C.Y.W.D: 11/'1/2011 CIN ENGINEER , ice ' -y RCE: 53672 N ,.Y. ��0 �[�N pFcy PLAN PREPARED BY: FRANK RECOMMEN D DESIGN VALVE STATION NUMBER �� F.W.R. %; RADMACHER AREA IN SQUARE FEET Signature �-' ASSOCIATES,INC. SHEET DRAWN qq * R 5 31 12 to * Landscape Architects LTJ OF 8 W VALVE SIZE `�� Pi V.V. 14841 Yorba Street.Suite 204 • Mmtin,cn 92780 ql �L CHECKED PHONE 1 AI(7 FRA1110@7FRAIN�C(7E s32-5721 Dote � DRAWING N0. G.PM. F OF C AI��O F.W.R. DATE: 12/6/2011 . RLF+ N0. 1 110 ` w 7 n N O PROJECT SHEET N0. 0 x OF x rn E CONCRETE HEADER M=IC L REFER TO CON5TRUCTION SKEET L-2 W 31 Ur 1 .� I I I n\V `� \ PAD■1295.93 ( � S� PLAN 2R S2 S1 ►--� p� 20 -- ---- jI 32 11 \ 3" LAYER D.C . S1 30 �-' VI 33 PAD=1295.5 S� S3 EX15TING (0 4 \ TRACT 1rolo 12 PAD=1295.5 S2. S1 + + + • 53 10 SCE UTILITY STRUCTURE S9 V S 44 3 S9 54 g S0 12 63 2�• S6 S fit 13 S9 S6 S9 , BASE LINE ROAD CO55LE5TONE . TYPICAL S3 ST REFER TO CO UCTION SHEET L -2 i� 21 22 / EXISTING MEDIAN LANDSCAPE EXISTING C055LE STONE PLANT MATERIALS LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING/COMMENT'S QUANTITY TREES: Tl MAGNOLIA GR4NDIFLORA 'MAJESTIC BEAUTY' SOUTHERN MAGNOLIA 24' BOX 30' O.C. 9 � SHRUBS= UJARF SHINY XYL05MA 15 GALLON V O.C. 25 SI XYLOSMA GONGESTUM 'COMPACTA' D 52 ABELIA GRANDIFLORA 'EDWARD GOUCHER' EVERGREEN ABELIA. 15 GALLON 's 5' O.C. 12 a N 53 PHORMIUM TENAX 'TOM THUMB' FLAX 5.GALLON g 24' O.C. 30 N 54 LAVANDULA DENTATA LAVENDER 5 GALLON 36� O.C. 55 RAPHIOLEPIS INDICA 'BALLERINA' DWARF. INDIAN HAWTHORN 5 GALLON g 36' O.C. 28 56 TRACHEL05PERMUM JA5MINOIDE5 STAR JASMINE 1 GALLON 0 24' O.C.. 131 51 NANDINA DOME5TICA HEAVENLY BAMBOO 15 GALLON 6 30' O.C. 18 N $8 AGAPANTHU5 AFRICANUS 'QUEEN ANNE' LILY OF THE NILE 5 GALLON Q 36' O.C. 12 (Space 36' from sidewalk) S9 TULBAGHIA VIOLACEA SOCIETY GARLIC 5 GALLON 24' O.C. 109 NO. DESCRIPTION OF REVISION D,4TE APPROVED VINES: Yl PARTHENOCI5515 TRICUSPIDATA BOSTON IVY 1 GALLON 15' O.C. 20 a CITY OF RANCHO CUCAMONGA J CxROUNDCOYER: BASE LINE ROAD 4' LAYER 514REDDED BARK MULCH AS TOPDRESSING FOR ALL PLANTER AREAS 4 SLOPES 4,160 SQ. FT. NO g O1- AVAILABLE FROM: 'BURRTEC WASTE' (IBOW 1351-3111 TRACT 18806 RANCHO CUCAMONGA, CA PLANTING PLAN PLANTING NOTES: SCALE: 1'=20' 01. REFER TO PLANTING DETAILS ON SHEET L-6. Mn 1=RA 02,314 APPROVED BY: t'� DATE: !/ice/iz. 2. ALL PLANT SELECTIONS CH05EN FROM CITY OF RANCHO CUCAMONGA LMD PLANT PALETTE. CITY ENGINEER , RCE: 53672 CAPE DESIGN PLAN PREPARED BY: RECOMMENCED ND y FRANK F.W.R. RADMACHER LL, '' Signature —' DRAWN ASSOCIATES,INC. SHEET * 5/31/12 * L-4 V.V. Landscape Architects �Q FHONE(714)832-1774 FAX(714)832-5721 � e w0 to OF q F 14841 Yoiba Street,Suite 204 • Tustin•CA 92780 DRAWING NO. I J fF O� CHECKED EMAIL:FRA1110@FRAINGNET �F CA��� F.W.R. DATE: 11/7/2011 RLA N0. 1110 rn i 0 0 rn i PROJECT SHEET NO. OF x 2 ENCLOSURE MODEL PER IRRIGATION LEGEND SHALL BACKFLOW PREVENTER °' w ° BE STAINLESS STEEL ASSEMBLY 1 Qy TO SPECIFIED ER-ANGLEPIPE LL COAST GUARD SHACK NIPPLE-TYPICAL Z SCH 80 PVC UNION ¢ SCH 80 PVC UNION SCH 40 PVC MALE ADAPTOR ELLS SIZE DEPENDENT ON "SNAP-TITE"WATERPROOF (4)PLACES 3 rn CARSON MODEL 1220-1214°x21" CARSON MODEL 1220-12 CONNECTORS OR EQUAL BACKFLOW DIMENSION g w y 14"x21"VIOLET!LAVENDER I w CARSON MODEL 1220-12 14'k21" SCH 90 PVC UNION PURPLE WITH LID MODEL 1220-0 2 m - VIOLET/LAVENDER WITH LID MODEL y WHITE -------- - =--- PIPE SUPPORT PER CVWD z CO AND STAINLESS STEEL BOLT g w WITH LID MODEL 1220 4 AND - ELECTRIC CONTROL VALVE NIPPLE-TYPICAL - w 1220 AND WITH STAINLESS STEEL BOLT PVC NIPPLE PRESSURE REGULATOR BLUE _ I STD.DWG.305. W z COVER ETCHED"STRAINER" Z m STAINLESS STEEL BOLT. ❑ COVER ETCHED"PRESSURE REGULATOR" (4)PLACES -- 3 (CARSON OR EQUAL) RAINBIRD:EFS-CP-NP-RAN-PRS-D I /^ a W COVER ETCHED"IRRIGATION GATE" qa a (CARSON OR EQUAL) ( 1 I z CARSON OR EQUAL c0 CARSON MODEL 1220-12 14"x21" I I I NIPPLE a M a <„ o VIOLET!LAVENDER WITH LID MODEL FINISH GRADE ( ) F-. y RED I 0 Z FINISH GRADE tum g 1220-4 WITH STAINLESS STEEL BOLT BLACK I 6"THICK X 12"WIDE _ _ ¢ i•1 FINISH GRADE w (OR APPROVED EQUAL) WATERPROOF ALL WIRE _ - AND ETCHED WITH CONTROLLER TT7 AND VALVE SEQUENCE CONNECTIONS I __ _ / l CONCRETE PAD(LENGTH I I I I=I I-1 �_ III g IPE SUPPORT - 1 -7711111 _ II I I II I- - - - IRRIGATION CONTROLLER I I VARIES PER SIZE/ n I i MANUFACTURER)SLOPE TO ? C0 8"MIN. PIG TAIL EXPANSION PER , T ¢ FINISH GRADE STD.DWG.305. DRAIN AT MINIMUM 2% I T LOOP(MIN.24"LONG) -L CARSON MODEL 1220-12 14"x21" I l FINISH GRADE =I -T - USE WATTS B-6400-SS - T RECYCLED WATER VIOLET/LAVENDER WITH LID MODEL d BALL VALVE FOR 11ZA-1lT 1220-4 AND AND STAINLESS STEEL BOLT. 12 UNION. l I WARNING TAG _ - PLACE AT GRADE IN TURFAREAS -I I - (SEE NOTES) _ VSIOD a.e •.c .° °r•,° g •.> PVC SLEEVE n STRAINER WILKINS RESILIENT WEDGE-T OR LARGER WITH T PRESSURE REGULATOR - ANO 3"ABOVE IN PLANTER BED. >c :' 1•.e +:. _ _ �_ WYE S-YS-150 1"•e" - WOE ATI NT NU +.;° +.e... .i °'.•� • e REQUIRED FOR :I I II'I I ( ) � TFT PIOTAILEXPANSION h x ac II+ " +�°. ".•' II-III PIPE THROUGH I=L II- RECOMMENDED -I- ( ) T PAD :I1 I- IF-9 GATE VALVE -� PANSION LOOP(MIN.24"LONG) I_ - =-�I CONCRETE = PIPE TO BACKFLOW ZEPDXY COATED PIPE TO BACKFLOW NIPPLE-TYPICAL PIPE FROM 'I I ITI= RECYCLEDWATER - VALVE 24"LONG) I I f III j7__ 3" 3" PREVENTOR. LL � 3" 3" REGULATOR � L.L-� WARNING TAG. PIPE FROM SCOTCH LOK EPDXY FILLED h S _ I I �IROM III I I- (2)PLACES METER I i=I I I ��i m - (SEE NOTES) - METER 3" ff WARNING TWGTER CONNECTORS FOR ALL FLOW x WHITE z I WATER SOURCE _=I _ I I= = I 1 I-L, II-111- - - 1 L (SEE NOTES) SENSOR WIRE CONNECTIONS. x ?c. (COMMON) =III I III III I I SCH 40 PVC MALE J1 _ - INSTALL SCOTCH LOKS io �( ADAPTOR FLOW FLOW-� f- IMMEDIATELYAFTER I I-11J I=1I I�-I INSTALLING FLOW METER. OF 14 _ _ ANGLE VALVE W/UNION BLUE TTT � I I-I - -I�I-I�I=I 111 III=1. � 3" 3" �� � FLOW _'I I=I I�I=I I=I I _ _3___ BRASS ANGLE VALVE W/ 3„ - ( _ UNION.USE CHAMPION WIRES LI=1 �_� =III=1 FLOW-- 1 -IIf_TZ-III III=, - e e - TO METER _ _ I'-_ - ^ _ _ � I=III=�� - I I-I�I=I�I-I III III-III-_ � � 3 r . MODEL 300(1"-2") j7- �j r ta'u':' � �o�" 3/4"WASHED RED .Io e� '�' I 90%COMPACTION LINE TO SYSTEMS =tl _ -III =I I �_ j_�j 7� z '"� ''4E ++� � °'?•; CRUSHED AGGREGATE III- REQUIRED I III-III=I III-I -III- - BLACK MASTER CONTROL z - - - a• VALVE ELBOW =1 I 1=111=111 -III I I III. 10 ••b RIGID PIPE AND RELATED FITTINGS SHALL BE PER ° �'�'pAp p o �- 1 :�apQ fop '°o. SCH 80 PVC NIPPLE F,pW TYPICAL(4)PLACES o i I=III=III=I T=III=III - - ;a;AQP :a:R•P - - - 'app w e '� o SCH 80 PVC UNION 3/41 WASHED CRUSHED CUCAMONGA VALLEY WATER DISTRICT STANDARDS.. o,• •o; o-• °'O� drvA•,! T T77 d•° • ct AGGREGATE TO BE CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO -III-III-III I I-III-III-III o-o e o o Im111.- m b • :• • MAINLINE DIAMETER PLACEDTOA DEPTH OF _ r - - - -I I �o':a;p I=11,1,= ? -i -I I I� CONTROL$COMMON WIRES SAME AS FLOW NOTES: CONSTRUCTION. o aoo _ aqo - TT7 Tlf TT FLOW METER•• VIN FLOW METER AND z -III o'o-o 6 III-III METER SIZE - MASTER VALVE BOX. g 1. INSTALL PER LOCAL CODES. - - - - - _ I=II �°'' 1_71= � N 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY o - �a p p 10:o �o°,•O o - MAINLINE DIAMETER =III ."o'.o e b•o I(I=� _ - .o-0•- el�Q 10l 3/4"WASHED CRUSHED MAINLINE FLOW MINIMUM DISTANCE DOWNSTREAM OF STRUCTURES OR HARDSCAPING. =I I '8 e'0o:� o o-o °o. III_. _ .r� �' USE WILKINS MODEL 500 HR(1"•3'� AGGREGATE BASE METER SIZE 3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC.) o 0 o deo.•. -III-�11- -r . UNINTERRUPTED PIPE(5X DIAMETER _ OF.FLOW METER SIZE) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE: I I I�=�I�_ I 1-1 I IIIII I III( �g 4. ORIENT UNIT PARALLEL TO STREET. 3!4"WASHED CRUSHED � NOTES: a BRASS NIPPLE 314"WASHED CRUSHED N SCH 80 PVC SXSXT TEE PRESSURE SUPPLY LINE MINIMUM DISTANCE UPSTREAM OF NOTES: AGGREGATE BASE 1.INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. NOTES: UNINTERRUPTED PIPE(10X. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. AGGREGATE BASE 2.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEM TO SIDEWALKS. DIAMETER OF FLOW METER SIZE) 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. g 1. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPING. DISIMILAR METALS. NOTES: g 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. d d 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. � 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. NOTES: 1.ENSURE A MINIMUM OF 6"CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED r 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. N 3 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. " 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 7. VALVE PER STD:518 REQUIRED BEFORE BACKFLOW PREVENTER• AGGREGATE. 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5.AT PLASTIC IDENTIFICATION TAO WITH APPROPRIATE CONTROLLER 4, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. IN MULTIPLE FLOW METERIM.V.INSTALLATIONS MAXIMIZE THE DISTANCE x 8. .INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2". 2.STRAINER CAN BE PAINTED PURPLE WITH RUSTOLEUM 01961 AS PER CUCAMONGA VALLEY gg S.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER INSIDE VALVE BOX. 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. d WATER DISTRICT. d VALVE NUMBER INSIDE VALVE BOX. N S.ATTACH RECYCLED WARNING TAG(CHRISTY'S PURPLE MODEL NO.ID-MAX-PSN VALVE NUMBER TO WIRE INSIDE VALVE BOX, 3. MASTER VALVE AND FLOW METER MUST HAVE RECYCLED WATER TAGS us A 6. ALL VALVES MUST HAVE RECYCLED WARNING TAG(PURPLE)CHRISTY'S PURPLE b ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. d 8. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS(CHRISTY'S PURPLE MODEL NO.ID-MAX-P2-RC009) " (CHRISTY'S PURPLE MODEL NO.ID-MAX-P2-RC009) MODEL NO.ID-MAX-P2-RC009.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. ATTACHED TO VALVES.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. " CITY OF RANCHO CUCAMONGA, CALIFORNIA " CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, TyY STANDARD PIAN CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: - REDUCED PRESSURE .BACKFLO Il APPROVED BY. /� IL STANDARD PLAN STANDARD PLAN APPROVED BY: ISOLATION VALVE sTANDARO PLAN r APPROVED BY: STANDARD PLAN APPROVEDBY: REMOTE CONTROL VALVE WITH : STANDARD PLAN FLOW METER INSTALLATION PREVENTER TYPE A 517-A STRAINER o PRESSURE REGULATOR VALVE. o 516 5.1 a o s.13 0 517-C - 3 or smaAer W 6I13/t® NGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0y snvoe 518 - tWn R730B - 519 s 30 SHUT-OFF VALVE & UNION. 520 S SHEET f OF 1 NGINEER (D CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUO WORKS CONSTRUCTION CITY ENDINEER CU CITY ENGINEER tU CITY ENGINEER DATE USE VOTH STANDARD SPECIFICATIONS FOR PUBUCW0RKSCONSTRUCT1oN R,C.E. 53672 DATE USE WITH STANDARD SPECIFICATIONS.FOR PUBLIC.WORNS CONSTRUCTION SHEET I OF I SHEET 1 OF 1 GATE USE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRIxmON SHEET 1 OF 1 ¢R.C.E. 63872 - - SHEET 1 OF 1 _ - R.C.E. 53672 R.C.E. 63872 - [Y R.C.E. p872. - R.C.E. 63872 - - _-- - IRRIGATION NOTES: nn I. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CVWD, I6 REQUIRED 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER Mw14lz AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WEEK (TURF)AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, APPLIED FOR S HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS Or- INCLUDING F C3:00 FM TO 5:00 AM ONLY ONE VALVE PER CONTROLLER SHALL OPERATE k« INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY MET F R E D ENCLOSURE PEDESTAL 3 5 r+ ta WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. AT A TIME. The SSI;-NIPS-BASE is a Heavy-Duty Stainless Steel 'Template t „x'shk.{Z ;� �r ? 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED II. THE SYSTEM I$ DESIGNED FOR THE MINIMUM OPERATING PRESSURE A$ Asx( BY A PRESSURE REGULATOR CIF REQUIRED) FOLLOWED BY BACKFLOW designed to provide a single installation foundation for tile Strong- M� � { € PREVENTION DEVICE FOLLOWED BY A FLOW METER,FOLLOWED BY A MASfiER SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF Box'MPSseriesofMeteredlinclosuresandCalsenseSSEStainless -{ 1 ,,1�a14 ,l;t�,txt��n, VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR Steel Enclosure.This arrangement allows the easy installation of l�d as Yd 191 µ- { BF - both individual items on to a single concrete pad,eliminating the b-,,,��.�y F i'r ��t� 3t Is,�fx� _ STANDARDS AND SPECIFICATIONS,MANUFACTURERS' RECOMMENDATIONS AND VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO need for additional installation equipment for each unit. Two of L#o 1 G L,. }kd i I-I I I I-III-I I I- the required items purchased through C3lsense directly are: � � � i'i{ ,�� ,� LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON THE START OF.INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO III=I III=III SITE BY A REPRESENTATIVE OF THE CITY. THE ATTENTION OF THE CITY. 7 «• - - - M S PR GV C. FM MV 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITH A COAST MODEL NUMBER: � � �� � �< Q k z =III I I=I I 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-12 TRON ON X SSF,ISSE-R(with ai roiriateccmtroller rartntmiberinformation). rj1xR&41.fP�: y z _ I- GUARDBCNACK CGS- 3 STAINLESS STEEL ENCLOSURE WITH LOCK,AND1 P l 1 vrSSE-PED Stainless sleet Enclosure Pedestal `til" a); I--I I SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH LR/RR, W/TP1,TP110 AND LR/RR DOME IN.�7TALLED WITHIN A STRONGBOX ' y' -III CLEAN BACKFILL-SEE SHRUBS WHENEVER POSSIBLE. CONTROLLER ENCLOSURE SB-1655 WITH CALSENSE OPTION CONE Items that need to be purchased directly from StrongBox': / _ - SPECS.FOR MATERIAL. CONTROLLER) OR SB-225.6 WITH CALSENSE OPTION (TWO CONTROLLERS) M:WATER METER,CVWD STANDARD N 90%COMPACTION REQUIRED 4. THIS DESIGN 16 DIAGRAMMATIC, ALL PIPING, VALINES, ETC. SHOWN WITHIN PAVED AND SEPARATE METERED ENCLOSURE, MPS-AI6-IOK. ANTENNA PORT S:STRAINER,STD.DWG.NO.517-C. o _III I I= AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN INSTALLATION TO BE PROVIDED BY THE CITY. THE CONTRACTOR MODEL NUMBER: PR:PRESSURE REGULATOR.STD.DWG.NO.519. SSE-MPSMPS SERIES METERED ENCLOSURE CONSTRUCTION GV:GATE VALVE,STD.DWG.No.516. = PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. Material: toot/°Stainlesssteel I-I NON-PRESSURE LATERAL LINE: THE SPRINKLER SYSTEM WALLS STREET LIGHTS, SIDEWALK, UTILITY LINES AND SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. DESCRIPTION BF:BACKFLOW,STD.DWG.NOS.517-A 8 517-B PURPLE SCH. SNAKE PIPE IN AND EQUIPMENT AND AFkCHITEG`TURAL FEATURES. 'File metered enclosure portion provides metered power distribu- MODEL NUMBERS QC:QUICK COUPLER,STD.DWG.NO.536. °r -III I I= ACTUAL LOCATION OF THE ENCLOSURE. TO BE AS DIRECTED BY A ion for street lighting,bark lighting,private development light- MPS-A16.10K*METERED ENCLOSURE FM:FLOW METER,STD.DWG.NO.516. I I TRENCH 5: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS BROWN ON REPRESENTATIVE OF THE CITY. ing,signage,irrigation,pump,and cellular applications.The 100% 100 amp meter/100 amp.load center MV:MASTER VALVE,STD.DWG.NO.516. - - stainless steel welded construction provides ultimate protection ..)e pus.with main 1 phase -III _ PRESSURE SUPPLY LINE: PLANS AT THE SITE PRIOR TO.COMMENCEMENT OF ANY WORK. ALL 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE I PURPLE SCH.401CL.315 SNAKE DISCREPANCIES SHALL BE..REPORTED FOR DIRECTION IMMEDIATELY CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP against corrosion and vandalism.Swing-side top allows for full exposure of metered compartment,easy to Open,and locks out: MPs-816-18K-METERED ENCLOSURE � III-I III- PIPE w TRENCH TO THE CITY.. � FOR THE IRRIGATION CONTROLLER ELECTRICAL CONDUCTORS.AND =III I I=I I 6. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND METER TO BE PROVIDEDBY SCE, COORDINATED AND PAID FOR BY for safety. 1Q0 amp me(gT/) Q amp load center NOTES: - THE DEVELOPER. • 16 pos.with main 1 phase 1.QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW. -i I LFI CONTROL WIRES-BUNDLE UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY METER SECTION FEATURES 2.THE HORIZONTAL DISTANCE BENJEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES = °1 - AND TAPE AT 15'Q.C.AND FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY,FOR ANY DAMAGE 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE Double dour design: MPS•C32-10K*METERED ENCLOSURE MUST BE 10 FEET AND THE VERTICAL DISTANCE MUST BE 1 FEET, h-^III - - - I I-�I PRESSURE of SAID UNDERGROUND FACILITIES. OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. Stainless steel hinge. • 200 amp meter/200 amp load center I _ = PREuSURE SUPPLY LINE Weather and vandal resistant. 32 pos.with main t phase 3.IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE,THE RECYCLED WATER LINE - I I-I I I -I. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE. I -I I I I - Three- oint locking system. I I•;III= I=III- PROVIDE 6"MIN.OF SAND FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED Ten year limited warranty. MPS-D18.1OK*METERED ENCLOSURE 4.IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS TO PASS UNDER I I-I I 6"TYP' BEDDING AND SHADING WALL,ETC, THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A 60 THAT THE TOP OF THE SPRINKLER HEAD IS 1/4' ABOVE FINISHED GRADE. 0-200 amp load center with up to 30 circuits. 100 amp teeter/lon amp load center A SIDEWALK,TYPE K COPPER MUST BE USED AND EXTEND AT LEAST 1 FOOT PAST THE SIDEWALK 120v,240v,and 480v models available. • 18 pos.with main 3 phase BEFORE CHANGING TO PVC.TYPE K COPPER MUST BE COVERED WITH CHRISTY'S PURPLE PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. ('est blocks. POLYETHYLENE WRAP. UL Listed,NL'MA'[TYPE?R Rated; MPS-E24-10K*METERED ENCLOSURE 5.IF THE MAINLINE TURNS 90 DEGREES FROM THE WATER METER,CUCAMONGA VALLEY S. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) E.U.S.L'.R.C:.108 compliant commercial meter pedestal. 200 amp meter/200 amp load center WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE ELBOWS g INTERFERE WITH THE SPRAY PATTED OF THE SPRINKLER HEADS BO AS TO TO AVOID HIGH WATER PRESSURE DAMAGE TO PVC FITTINGS, 3 PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD • 24 pos.with main 3 phase NOTE: ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF TECHNICAL SPECIFICATIONS 1.PIGTAILAND LOOP CONTROL WIRE AT 90*CHANGES IN DIRECTION.. CIRCLE SPINKLER HEAD ON EACH BIDE OF THE OBSTRUCTION 50 AS TO DIMENSIONS •All meter pedestals available with AIC 2.PRESSURE SUPPLY LINE:2 1/2"AND SMALLER 18"MIN.DEPTH PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO Height: 52 rating of 22k,65k and higher.Photocell, 3"AND LARGER 24"MIN.DEPTH ADDIT ONAL COST TO THE CITY. Width: 18" time clocks, available fa contactors and circuit N S. INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE °ep`'" 20• breakersavadableractorytnstau d. (CITY OF. RANCHO CUCAMONGA, CALIFORNIA MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV)ON EACH BRANCH. 2075 Corte del Nogal.Suite P Carlsbad,t:,4 92011•e74°)a3s-osis•(sooi s72-B5o3•Fax:(76°)43a�zely•www.calsense.c0m - - - _ APPROVED BY' _ 2 CITY OF RANCHO CUCAMONGA, CALIFORNIA PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, INSTALL TERMINAL STRIPS IN POINT OF CONNECTION P.O.C. STANDARD PLAN nr� ENCLOSURE FOR IRRIGATION WIRING. «b APPROVED BY: - STANDARD PLAN s 73D FOR NEW LANDSCAPE SITES 526 -}� - - - - GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W TYPICAL PICAL TRENCHING e, R.C.E. 53672 SHEET 1 OF t N - 6M310B 532 _ .- CITY ENGINEER DATE USE VNTH STANDARD SPECIFICATIONS FOR PUBLICNpRKS CONSTRUCTION SHEET 1 OF 1 R.C.E. 63872 METER ENCLOSURE 522 NOTE: BEFORE ANY WORK COMMENCES. HARDSCAPING(SEE NOTE 4) SAM PRS((PURPLE CAP) 6"-12"DIAMETER CLEAR I WITH ' 1 SETT01l4"ABOVE FINISH A CONFERENCE SHALL BE HELD UJITH TITE GRADE OF SOIL. MULCH PER CITY t", <�<'< CARSON MODEL 81010"ROUND STANDARD,TAPER CITY'S REPRESENTATIVE AND THE CONTRACTOR < i?<" FINISH SOIL GRADE AWAY FROM HEAD a;. +at•<• <' <. <i• i. <• <• _ PURPLE BOX WITH LID ETCHED - - - ^Qcv"AND STAINLESS STEEL BOLT STRUCTURE OR REGARD INCA GENE RAL REQUIREMENTS OF THIS WORK. - - HARDSCAPING AN - CONDITIONS D ONT A SNA VERIFY A CONTRACTOR LL Ei� ALL- I I- FINISH GRADE R R -I I I _III I 6"MIN. _ T I-I III-I I AT GRADE IN TURF AREAS N - - - (0 O - _ - - - - - DIMENSIONS SHOWN O PLANS AT THE SITE PRIOR 3"INNON-TURF AREAS. 18"MAx. -I I_ 11=III=III=III COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES CLEAN BACKFILL-SEE _ - - - y.:,o, ,li,.TR LI_T III-1111111=1 I SHALL BE REPORTED FOR DIRECTION IMMEDIATELY z _ SPECS.FORCOMPACTION - _ T• e.°�'A I'II II TO THE CITY INSPECTOR. -I II 90%COMPACTION REQUIRED -77777 _ I -III-III " -III II- r-IIIIIIIII IIIII- III NELSON QCV WITH I I PROVIDE 6"MIN.OF SAND LOCKING PURPLE CAP _ �1 BEDDING AND SHADDING MODEL 7645(3/4 , 1) - -I I I . . . . . . . . - NELSON#7841 QCV KEY, AND(1)HOSE SWIVEL. c° I)III . . . . . . . . .'.'.'. I I I I I I STAINLESS STEEL = (1- SCH 80 PVC NIPPLE _ SCREW CLAMP (MINIMUM T LONG) CONTROL WIRE SLEEVE- MINIMUM(3)PLACES =III=I •••••.•;•••••••••••••:•;':•: • • " III Z jI l Ir DESCRIPTION OF REVISION DATE APPROVED -III 3/4"WASHED _ SIZE PER PLAN INSTALL CRUSHED o,o;: P,o;: :a;, •' ' ' I I I= ADJACENT TO PRESSURE `r a obt ° Z 9 'D•.9D. :d.'4;•Q':.. SCH 80 NIPPLE-8"LONG SCH 40 PVC I,:• • , , AGGREGATE BASE o be '':',; m_.eo',•:: _ od < TXT 90 ELL CITY OF RCUCAMONGA =III =I I SUPPLY LINE '•oDD➢:'•'•'S. DD'"B. id° °d"°: •4::• .n..•.., .. :7,daa 4 ..a MARLEX 90*STREET ELL -I _ - I I-I -_ PRESSURE SUPPLY LINE SCH 40 BRASS NIPPLE I I I -III I I I I - SLEEVE-SIZE TWICE I f I -III I-III- DIAMETER OF PRESSURE SCH 40 BRASS NIPPLE 1=� R ` I I-I I 6.TO. SUPPLY LINE 24"LONG MARLEX 90°ELL BASE LINE ROAD NON-PRESSURE LATERAL' NON-PRESSURE Q LINE SLEEVE-SIZE TWICE LATERALFITTINGTRACT 18806 RANCHO CUCAMONGA DIAMETER OF NON-PRESSURE NON-PRESSURE LATERAL LINE LATERAL LINE SCH 40 BRASS 90°ELL NOTES: ALL SLEEVES TO BE SCH 40 PVC. SCH 80 PVC 90° SCH 40 BRASS 90° IRRIGATION DETAILS & NOTES 1.2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. H STREET ELL STREET ELL 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. PRESSURE SUPPLY #4 REBAR STAKE NOTE: gg 4:PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 gg LINE FITTING (24"LONG) 1.LOCATE HEAD 2"TO 8"FROM WALKS,CURBS,HARDSCAPING, N (24-MIN.TO 38"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION), d MOW STRIPS AND EDGES OF LAWN. SRA �'2�J'1� APPROVED BY: �� DATE: N 2.USE TEFLON TAPE ON ALL MALE THREADS. t i ~ 'Jet/ r' N PRESSURE SUPPLY LINE CITY ENGINEER , RCE: # 53672 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. N COMPENSATING FEATUREAS PER THE IRRIGATION PLAN. NDSCAFF 7. COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE d NOTE: 4.HEAD CONNECTION AT BOTTOM INLET ONLY. N ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART#EX-TA-ET-2-PRW. 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. N ��� /c gpCy DESIGN PLAN PREPARED BY: RECO ED F RANCHO CUCAMONGA CALIFORNIA I CITY OF RANCHO CUCAMONGA, CALIFORNIA AADMAc�x CITY OF RANCHO CUCAMONGA,CALIFORNIA CITY O " N � �APPROVEDBY: STANDARD PIAN � � 5�31I12 DRAWN ASSOCIATES,INC. SHEET "APPROVED BY: - STANDARD PLAN - - G APPROVEDBY: TYPICAL SLEEVING _ STANDARD PLAN W t0 H * Landscape ArcItitects .QUICK COUPLING VALVE � POP-UP SHRUB SPRAY HEAD � Way ate STAFF � L-5 8 533 y 536 W 6 3,00 539 `7 PHONE(714)832-1774 PAX(714)832-5721 OF y 6,3/09 CITY ENGINEER DATE UBE WITH STANDARD BPECIFICATION9 FOR PUBUC VWRK9 CON97RUCTION - - - �j• Date �� 14841 Yorba Sheet,Suite 204 • Tustin,CA 92780 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION fu CITU ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET,OF 1 R.C.E. 53672 - SHEET 1 OF 1 9 BMAII.:FRA1130@1rRAINC.NET iz l�. O� CHECKED DRAWING /NO. sHEEr1oF, rr 8.0.E 63e72 of. Al �� FR DATE 12/6/2011 R.L.A. N0. 1110 �•.�/./ R.C.E. SM72 - - - - PROJECT SHEET NO. x__ OF x R NOTES: N 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. STORM DRAIN/ CATCH BASIN BCR v 1 2. STAKES TO BE PLUMB AND W E o PARALLEL. � !� G UNDERGROUND 3. STAKE TREE TO PREVAILING WIND. P�5 UTILITIES S v n� N 5' MIN. - - - - v \ �c W 0 E TOP TIE TO BE PLACED AS LOW TOP OF STAKES BELOW HEAD (\ AS POSSIBLE ON THE TRUNK TO Lu SIDEWALK UTILITY OF TREE WHERE SPECIES GROWTH `J z I POLE S.L. �� ALLOW FOR WIND FLEXING OF THE TREE. FL) o v S QQ`�y�`'�� BUT NOT OR ALLOWOLOW AS TO LOSE THE HEAD O DROP.UPPORT HABIT PERMITS. co MAIN TRUNK TIGHTLY COMPACTED 3"BERM TO FORM ' S' � 1101 W I TOP TIE TO BE PLACED AS *� NO WOOD CHIP MULCH SHOULD BE(2)SETS OF CINCH TIES SPACED `i DEPRESSED WATERING BASIN. � TOP OF ROOTBALL TO EXTEND 2" METER 10 MIN. MIN. LOW AS POSSIBLE ON THE FROM TOP OF ROOT BALL TO F.G. �d 24"APART,CONVEX SIDE AGAINST ABOVE FINISH GRADE:TAPER FILL * TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW TREE TRUNK.ATTACH WITH �� FLEXING OF THE TREE.BUT HEAD OF TREE WHERE GALVANIZED SCREWS TO 2" TOP OF ROOTBALL TO `� 4 WOOD CHIP MULCH. 5' CURB AND GUTTER ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS MIN• NOT SO LOW AS TO LOSE SPECIES GROWTH HABIT PERMITS. 12"MAX. LODGE POLES. EXTEND 2"ABOVE SUPPORT OR ALLOW W FINISH GRADE PLACED OR ALLOWED TO REMAIN GREATER THAN 3"DIAMETER. THE HEAD TO DROP. MAIN TRUNK 2"DIA.WOOD POLE PINE STAKES OVER THE ROOTBALL. (2)SETS OF CINCH TIES SPACED 24 WITH WtYOD PRESERVATIVE STAIN, FINISH GRADE APART,CONVEX SIDE AGAINST TREE TOP OF ROOTBALL TO EXTEND DRIVE A MIN.OF e"INTO UN- _I III= 3"BERM TIGHTLY COMPACTED IN 2'ABOVE FINISH GRADE DISTURBED SOIL AND POSITION I PLACE TO FORM WATERING BASIN. TRUNK.ATTACH WITH GALVANIZED I I I, II wSTAKES OUTSIDE ROOTBALL. SIDEWALK P z SCREWS TO 8'LODGE POLES. S.L. V x rrNc 2"DIA.LODGE POLE PINE STAKES 3"BERM TIGHTLY COMPACTED FH DRIVE. U WITH WOOD PRESERVATIVE STAIN, ORIGINAL GRADE IN PLACE TO FORM WATERING I-III-I I 1=III 2" III-I I(-I I-I I I I-I I I- Q I APPROACH 0 �2 DRIVE A MINIMUM OF S"INTO - 11=III I I I-III-III- I I I=I "III=I ►- BASIN.LOCATED OUTSIDE OF UNDISTURBED SOIL AND POSITION PLANT PIT. -III-III ITI-I STAKES OUTSIDE ROOT BALL. I I-I(I-_ T7 5' 5' CURB AND 5' 10' 10' -III- - _III ROOT BALL I=I I I I(= ROOT BALL -I _ _ _ _ _ � �IIII III MIN. MIN. GUTTER MIN. MIN. VTOP OF ROOTBALL TO EXTEND T' _ - - - _ UNDERGROUND TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. -� I 1==�= � � PLANT PIT TO BE(2)TIMES THE I=I =- - - - - III PLANT PIT TO BE(2)TIMES THE STRUCTURE eg. TO FORM WATERING BASIN FOR NATIVE BACKFILL WITH _ I I ISI I I =III=1 I 1=II-I I=I=1 I 1=I I�II I I 1-III WIDTH OF THE ROOT BALL. -III-III=III=III=III=III=III=III= WIDTH OF'THE ROOT BALL. TRANSFORMER VAULT. RESIDENTIAL AND GROUND COVER PLANT PIT TO BE(2)TIMES THE NO ROCKS GREATER _I I III (I-III-III=III III-III-III-II 111= _ _ _ INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE ROOT BALL.NO THAN 3"DIAMETER _ =III=III=III=1 1 1=III-I I III-I( III I=I( I=III-III-III-III-III-III-III NO WOOD CHIP MULCH IN PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE - ROD II ALL III=_ _ _ _ _ SHOULD BE PLACED OR REMOVED PRIOR PLACED OR ALLOWED TO REMAIN PLANT PIT TO BE(2) I=III III- I=III=1 I 1=1 OVER II� - _III-I I=III=III=III -III ALLOWED TO REMAIN AREAS TO BE R OVER THE ROOT BALL. \ I = -III-III=I I i-I I I-III-III_-III _ I III-III III III III I I-III-III OVER THE ROOTBALL. NOTES: TO CITY ACCEPTANCE. TIMES THE WIDTH OF -III I I I *1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. THE ROOT BALL. I=I(I}-� T� _ _ __- (-T i I-III-III-III-I 1 I-III-III I I i INATIVE _III-III-I 1 I-1 I 1=1 I I=1 I I 1 I-I 1 I- -III I I-_III III III-III I-III-I I I-I I ROCKS BACKFILL WITH NO 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OF SIGHT _ WE NO WOOD CHIP MULCH - - - ROCKS GREATER THAN 3" CRITERIA AS APPROVED BY TRAFFIC ENGINEER. SHOULD BE PLACED OR =_- I -�_-III-I( �' }� Tj DIAMETER. UNDISTURBED NATIVE SOIL. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND - - ALLOWED TO REMAIN OVER _I I -�=1��T=III-I I =1 11=1 I 1=1 ITHE ROOT BALL. UNDISTURBED NATIVE SOIL. FACILITIES.IN ADDITION MAINTAIN 5'FROM CENTER OF TREE TO ALL UTILITY ARBOR GUARD IN TURF EAS AND FRONT YARDS. I I I I-)I I-I I I-I I I-III-III-III-III-I I I- OWNED WATER&SEWER LATERAL LINES. III-III-III-III-III-I I h-III-III-III-I II 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY ROOT BALL UNDISTURBED NATIVE SOIL.. -'III-�I I�I I I-III-�I(I- NOTES: NOTES: + NATIVE BACKFILL WITH I I;••III-1 --rl I 1-1 I � 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 0 V FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE: 7-fi NO ROCKS GREATER N 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BYTHE - _ - _ - III- THAN 3"DIA. OF ROOT BALL.DO NOT CRACK ROOT BALL. OF ROOT BALL.DO NOT CRACK ROOT BALL. C6 ENGINEERING SERVICES DEPARTMENT. - VIII II II III=I� NOTES: �T�- � - TI-f -I I IT-TT� I- 1.REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY �7 _ - - -"I 'I I NATIVE SOIL UNDISTURBED 2.STAKES TO BE PLUMB AND PARALLEL. STANDARD PLANS. d ll1 N r � 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND. to MONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA t CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVEDgY::CITY OF RANCHO CUCAMONGA, CALIFORNIA DARDPLAN APPROVEDBY:CITY OF .RANCHO CUCAMONGA, CALIFORNIA DARDPLAN CITY OF RANCHO CUCA , t� APPROVED BY: - - STANDARD PLAN APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN DOUBLE STAKED TREE o DOUBLE STAKED TREE ON SLOPE W CONTAINER PLANTING 506 N CONTAINER PLANTING ON SLOPE 507 TREE PLACEMENT 501 _ 5 GAL - 24" BOX 502 w _ 505 y _ - W N N W CITY ENGINEER - DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY ENGINEER DATE USE HATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. SHEET10F1 R.C.E. w SHEET 1 OF 1 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 � R.C.E. M R.C.E. (K R.C.E. 24953 - PLANTING NOTES: 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGTION EQUIPLMENT AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. HARDSCAPING(CONCRETE HEADER, 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND 5PECINCATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. CURB&GUTTER,SIDEWALK,ETC.) 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND 4 OF COMPACTED WOOD CHIP UTILITIES, PIPES, STRUCTURES, ETC. AND SHALL TAKE SOLE RESPONSIBILITY FOR MULCH. THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID ONE HALF OF SPACING UNDERGROUND FACILITIES. REQUIREMENT FINISH SOIL GRADE LIMIT OF PLANTER AREA 4. NO PLANTING SHALL BE DONE UNTILL ALL OPERATIONS IN CONJUNCTION WITH 12" THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING: AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR t0 INSTALLATION. FINAL LOCATION OF v `" _ _- = I I-III=III=III=III=III=III=III= ALL PLANT MATERIAL SHALL BE SUBJECT t0 APPROVAL BY A REPRESENTATIVE - = I I=III III-III=1 I1-III=1 I I III=1 I I-III i of TWE CITY PRIOR To EXCAVATION. -I i I-I e I-I I e-III 6. CONTRACTOR 15 RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF . ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT 15 A SHOVEL CUT EDGE COMPACTED DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUBCONTRACTOR. DISTANCE EQUAL TO THE DISTANCE EQUAL To THE NATIVE SOIL REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF THE ORIGINAL WORK OR ON CENTER SPACING ON CENTER SPACING PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. OF SPECIFIED SHRUB OF SPECIFIED SHRUB '1. QUANTITIES SHOWN ON THE LEGEND AE FOR ESTIMATE PURPOSES ONLY. DISTANCE EQUAL TO THE ON CENTER FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY SPACING OF SPECIFIED SHRUB, THE INDICATED PLANT SPACING REQUIRED. UNLESS SPECIAL CASE AS DESCRIBED 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT t0 TURF AREAS IN NOTE 4.BELOW. NOTES: OR PUBLIC LANDSCAPE AREAS ARE ADJACENT 70 PRIVATE LANDSCAPE 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SMALL AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO THE CITY STANDARDS NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. AND .DETAILS HEREON. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND 9. GLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON INTO EDGES AT GROUND COVER AREAS. APPROVED BY THE CITY. 7 PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. N 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL r+ SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER g' SMALL BE PLANTED ATONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE. TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTILL THE REQUIRED a FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. SOIL AMENDMENTS SIX INCHES INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQUARE FEET. Ln In 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES o OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE d� 4 CU. YDS. NITROGEN STABILIZED SAWDUST p LEGEND ARE ESTIMATES ONLY. 120 LBS. GYPSUM 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS 125 LBS. GROW-POWER PLUS O d SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO N n �, SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. 11. LANDSCAPE AREAS SHALL RECEIVE 4' OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY N CITY OF RANCHO CUCAMONGA, CALIFORNIA PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING N STANDARD PLAN " APPROVED BY: STANDARD PLAN OPERATIONS SHALL ACCOMODATE THE MULCH. CONTRACTOR SHALL .� APPROVEDBY: SHRUB AND GROUND COVER MULCH INSTALLATION SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND y v W 509 PLACEMENT. WOOD CHIP MULCH AVAILABLE FROM: DESCRIPTION OF REVISION DATE APPROVED W SPACING p �' ARTESIA SAWDUST N 50v CITY ENGINEER DATE USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 - CITY OF RCUCAMONGA - "D aiCITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. 13434 ONTARIO AVE. C - R.C.E. - - - - ,,, CA '511?o PHONEONTAR- c3O'B-94'1 5983 a FAX: 909-S23-'1208 , BASE LINE ROAD J J TRACT 18806 RANCHO CUCAMONGA PLANTING DETAILS & NOTE an o. FRA 0218 I4 APPROVED BY: o. • y ,� z DATE: 0 CITY ENGINEER RCE: # 53672 NOSCApf PLAN PREPARED BY: RECOM EN ED �' 0 �igq�Ply DESIGN FRANK ASSOCIATES,INC. O• RADMACHER ignature DRAWN SHEET w 5/31/12 STAFF Landscape Architects L-6 8 tc0 q D � .��� EMAMI.FRA1110@FRAINC.NET DRAWING NO. V PHONE(714)832-1774 FAX(714)832-5721 OF 14841 Yocba Sheet,Suite 204 Tustin,CA 92780 CHECKED / Lu OF CA��E F.R DATE 11/7/2011 R.L.A. NO. 1110 4 t\ O� N i O O PROJECT SHEET N0. rn -x OF x . l I . . SPRINKLER IRRIGATION SPECIFICATIONS 3.04 TEMPORARY REPAIRS RT 1 - GENERAL 5. Use 10" x 10-1/4" round box for all quick couplinla valves installed within on-structure landscaped areas. The City reserves the right to make temporary temporary repatn as necessary to keep the sprinkler system equipment in : - 1.01 DESCRIPTION C. Th• g Conon Industries No. 910 128 with groan bolt-dawn cover or approved equal. operating condition. The *"raise of this right by the City shall not retleve the Contractor of. his responeibtiitles uarontes form *hall t» re-hped onto the Contraotor'a leMerheod and shall contain the following under the terms of the guarantee as herein specified. Information, N. Sprinkler Heads: A. Scope of Work: Provide all tuber, materials, transportation, services moeesary to furnis and Install the FOR IRRIGATION SYSTEM 3.05 EXISTING TREES Irrl dart .S m. .as shown on the Drawings and GUARANTEE1. All sprinkler hoods shall be of the same size, type, and dell or the tame rate of precipitation with the diameter 9a Yet• Orden, stands e, and m we have furnished and Installed is tree from defeats In materials to codes, safety t the Irri anon sys#e aft In s� ordinary (or radius) of throw, pr•»un, and .discharge as ohow,1 on.the Drawings and/or specified in these special Where It is n•°•swry to excavate adjacent to existing trees, the Contractor shalt use all possible aa» to avoid B. Standards: All work and materials shall comPtY.with governing eotftt:ations For Public .Work .Construction We hereby guarantee the g provisions. um n uinments of the Standard Sp workmanship, and the work has been composted In cooree to a with the Drawings and Specifications. All r is trees rend tree roots. Excavation in anal when two (In the and larger roots occur shall be done by hand. ;I regulations, asst most tits minim q and r and tear, unusual abuse, or s eel exoepbt We agree from data of replace aaop#a^a• andefects *loo tin oaterial or, 2• S ro heads shall have a screw adjustment. All roots two (2) Inches and larger In diameter, except directly in the path of pips or aonduB, shalditchingl be tunneled (Oran Book) latest -edition. saga rind of one year P Y with burlap to prevent scarring or exec drying. When a adjacent machine . workrnonshlp which may develop during the Pe Y under and shall be heavily wrapped i resulting from the repairing or replacing of such .defeats at no additional after receiptt ofih W aced in accordance with 1FIe details shown on the drawings. Is run Clete to trees having root smaller than two (2) Inches In diameter.a the wall n the etortrenodjacerN to the tree 1.02 QUALITY ASSURANCE & REQUIREMEI1173 replace any damage res g3..Riser units shall b• fabric as required. re Ire or nplooem•nb within a reasonable time, as determined bTthlhrls o CI firm* otter shall b• hand trimmed. making clean outs through. Roofs one (1) Inch and larger In dl°meter shall be painted with and all smite and ail obs rvattons eq. shall crake such .pa failure to maks wch repair* or replacements w *rete made two coats of Tres Seal, or equal THnohes adjacent to Yn• should les elce•d within'twenty-four burl hoursrc and A. Permits and Fees: The Contra ohail obtain and pay for..any W written notice, in the went of our we authorize the City to 'proceed to how sold repairs or.replacements l shall les tenowed n ell oases where receipt of written notice from the Ctfy, 4. Riser nipples for all sprinkler heads shall be the soln• size as the riser opening.n the sprinkler body. where this Is not possible, the side of the trench adjacent to the free shot he kept shaded with burlap or canvas. I B. Manufnetunr's Directions: Manufeeiuror's directions and detailed on ,rawHng points hot shown n the Drawings at our expense and w• will pay the coats and charges therefore upon demand. 5• All sprinkler hoods of the *am* type shall be the spm• manufacturer. 3.06 FIELD QUALITY CONTROL the manufacturers of articNs used hl ih{s Contract tumiah dinctT and specifications. PROJECT 0. Slewtnq: i A. Adjustment of the System: and Regulations. All local. municipal and state Iowa, and rules and rt of these oificallons,rand their LOCATION. C. Ordinances Reg 1. Sleeving under hardssape or paved areas for malnit}ts 1°tera! linos or control wiring shall be Schedule 40 retailing to any portion of this work are hereby Incorporated into and In 8pedtleotione sh 11 not be o The walks, road shall flush and adjust all sprinkler heads for optimum Wrformance and to prevent ownpray P.V.C. or approved equal. onto walks, roadways, and buildings as much as possible. provisions shall b• carried out by the Contractor. Anything contained SIGNED: construed b no slat with any of the above rules, regulaltom, m ship, or Co of the some. H wows, when those describe meteriCis, workmanship, or const►uetion of a better quality. P. Vandal Resistant Controller Enclosure: 2. 11 it is determined that adjustments In the irrigation equipment will provide proper and mon adequate cowrogs i gpecRicanom and Drawings Call for or re aired by the oboes rates and rsgulattons, the provialoins of Phase ADDRESSED standard, or largat size than Is q J. Controller enclosure shall be of size and type shover{ on the Irrtgatioh Drawings and Irrlgaiten Detail sheet. the Contractor shall make such adjustments prior to planting. Adjustments may also Include changes In nozzle higher ata , DATE OF ACCEPTANCF.L sizes and defines of aro as required. ' SpeeNleetlons and Drawings shall take precedence.. I PHONE - II 2. A backboard sh611 b• secured to the aontroll•r •ncl6sur• housing to provide a base for mounting the automatic 3, Lowering rafted sprinkler heads by the Contractor shall be accompl(ahed within ten (,0) days after notltlootion D. Explanation of Drgwings: EAR1•;= PR=I1CTs sprinkler controller and terminal strip. by the City. f4 is not pcestble to Indloate all bitsts, fitllny, sieews, •c•�IhIch ot his 01 MATERIALS Scale of the Drowings. i hod oondittons ofteati ng 2 3. A 117 volt duplex box shalt be provided with an On�/Off awitoh, and a 117 volt receptacle. Metal conduit shall ,. Due to the stt ate the druatural and`.fins Drawings I 4. All sprinkler heads shall be set parpendiCuiar to finished grades unless otherwise designated on the Drawings. r� uind. The Contractor shall carefully lnve g mo les r ulred to most such pondltlons. g specified herein, or approved equals. run from the 11 T volt supply to the controller houelnq, All.powr within the houalnq shall be properly phased. P and pan his work accordingly, famished such flab .rk tocb•olnstah�. The.work *hall b. installed in such a A. General: Use only now materials of brands and types noted on drawings, ep. an g Ian hisily diagrammatic and Indicative of the w system, lanting and orohiltetural features. 5. Rain Bird EFB-CP-PRS valves will be set per manufactunn specification so that each lateral oporalts pt design, manner as to waist conflicts. between the of the ion Y P ` B. PVC Pressure Main Line Pipe crest Flttings: 4. A terminal strip. shall be provided, clearly indiaatin Ithe proper points of eonneotion of all appropriate wiring pressure. shed and installed whet?ner or not (dation valves, master valve, nommen, C•nfrol oonirol�.' I work celled for . the Drawings by notes or details such b• turn) I. 1.. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. S. Testing of irrigation System: 2. AI shalt t» made from on NSF approved Type .t, Garde l,' PVC compound conforming to ASTM 0, flitceponsous Irrigation Equipment: specifically mentioned In the apetitfloetlons. 2• Clare 315 pipe On the Drawings when it la obvious in resin ss 3115atke *hallD171 Ali prep S p R Soblve w�l�plp�)as set forfh in Federal Specification PS-22-70, with t. Refer to the irrigation plans for sizes and types of imisadlaneoua irrigation equipment. 1, The Contractor shall request the presence of the City of Rancho Cucamonga In writing at least 48 hours in 3. The Contractor shall not willfully install the irrigationsystem ots In sono dtmenelons exist that midht not hove been an appropriate standard dimension ( ) ( advance of testing. d that abotn,ori ns, grade difiti iation or dlscnpa ht to the attention bf the City of Ahs, tW differences should les brought nelblilt 2. All miscellaneous Irrigation equipment shat( b• as •peoiited or approved equal. 2, Test all pressure lines under hydrostatic preswrs of 150 pounds per equar, inch and prove watertight. oonstdered In englneerinq. Such obt9truatlona or 3, Pressure main lino piping for sizes.1-1/2" and smaller shall be PVC Sohedulr. 40 with solvent welded Joints. Rancho Cucamonga• in the event this notification ie not performed, the Contractor shall a»um� full responsibility PART .: ExECUT10N . essa 4. Schedule 40 pipe shall be mods train NSF must m•etanqulrem•1 fi as set Grads, In Compound conforming ing to ASTM Note: Tooting of pressure main lines shall occur prior to Installation of the electric control valves. for any revision,me ry itoation D1785. A PIP* . nein spec 3.01 OBSERVATION OF SITE CONDITIONS 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square Inch and 11 1.03 SUBMITTALS . 5, PVC solvent-add fittings •hail be Schedule 40, 11-1 NSF approved conforming to 'ASTM test procedure f 02488. A, All aaabd dimanaiona are approximate. The Controdtor shall check and verify a!1 size dimensions and naelw proven watertight prior to paving. A M°tori°! list' the Drawings approval from th0 City of Rancho Cueamonga prior to proceeding with work under this Section. 4. Sustain pressure In 11ma for not less than six �6) hours. If leaks develop, replace joints and repeat test unifl ent materials, or processes specified by n° a In and installation methods • arfkda, equipm , of Rancho S. Solvent cement and primer for PVC solvent-weld pipe abd ftHings shall les of type entire system Is sown watertight. 1. The Contractor shall furnish th or written approval by the City manufacturer. B. Exercise extreme can In excavating and working near neglect. utilities: The Contractor shall in nsponslble for Y P and Speatfieallons. .No substitution %vill be allowed without prior i proscribed by them to iha nseno• of the G•ne to , n d approved and the City g. Rancho damagot to utilities which aro coated by his oparationt or neglent. Cheek existing utllltles dmwings for existng 5. All hydrostatic teats shall.les mad• only p Cucamonga. _ the ut111h looatfonb. Cucamonga. No pipe shall be backfilled until It has been observed, tested, and approved in,writing. 7, All PVC pipe must bear the following markings: material list *hail be submitted prior to.p•rforming any uipmMM o�rbe list ed h°�jlh�ugh�manufacturer a 6. Furnish necessary force pump and all other test equipment. 2. Complete °t��'"'ii utility C000daatr. Installation of sprinkler materials including pips so there ehail be no interference with utilities or manufacturer, model.number, and dmawlptlon of all mh�c olufae id proper submittal format: ! C. Manufacturer's nam other construction or difficulty in planting trees, shrubs, and ground sown, and other information may b• different, the.fol c q g I b. Nominal pip•.size C. Sol or etas D. The Contract* shall carefully cheek all grader to satisfy himself that he may softly proceed before starting 7. When the Irrigation system it completed, perform a Coverage feat to the presence of the City Furnish Rancho. jedul -lo tet{en Manufacfunr Model No. d, Pressure rating in P.S.I. Cuoamonga to determine If the water coverage for planting areas is complete t area adequate. the D all materials e. NSF (National Santtaflon Foundation) approval work on the irrigation system. and perform all work required to correct any Inadequacies of coverage due 4o deviation* from the Drawings, or 1 Backflow Prewnter febao 825--Y-BV f• Date of extrusion where the system has been attentiillfullyon installed at indicated on the Drawings when it is obviously Inadequate. Automatic Centralis Calsanos -- applicable I.P.S. 3.02 PREPARATION without ground cover this pl the attention of the City of Rancho Cuoamonga. This test shall be accomplished before 2 Aute any ground oewr Is planted. 3 Master Volvo Superior 3100 RfaY 8. Ail fittings shall boar the manufacturer's.name or trademark, material deslgnatlon. etze, app A. Physical layout: 4 Etc. .' Etc. 'Etc• schedule and NSF roof of approval. . ste. All items must by fisted and should inolud solvent, primer, Nan-Pre»are Labral Line Plping: t. Prior to Installation, the Contractor shall size stoke out all pn»ure supply lines. routing and location of sprinkler 8. Upon of each phase of work, the entire system shall be tested area adjusted to meet sit• Irrigation submMet mutt be specific and oompi are utrod as C. PVC heads. • win, connea#on. valve, boxes, eta. No copies of,manufnaiunr s literature (catalog outs)_ n»ure buried lateral lir» piping shalt be PVC Schedule 40 with solvent-veld Joints when Installed in 3.07 MAINTENANCE Information. 1. Non-p 2. All.layout. shall be approved by.the C1h of Ronaho Cueamonga prior fo installation. planting areas. materials installed or furnished without.prior approval of the C•sof ib at hlhoow eamOn e,may be installed under paved areas shall be PVC Schedule 40 with solvent welded 3 pl The entire Irrigation system shall b• under fait outomattc operotlon for C period of seven (7) days prior to any 3. Equlpment or m B. Water Supply:. Panting. rejected and the, Contractor may be required to remove such materials from the 2, Non-pressure lateral Jtne piping . only that the product or products ap�arenfly meet the joints. 1: The Irrigation system shall be connected to water supply point(*) of connection or Indicated on the Drawings. B. The City of Rancho Cueamonga reserves iha right to waive or shorf•n'the operation period. 4. Approval of any item, alternative or subetitult .IndicatesY •hail b• made from NSF approved, Type 1, Grade II PVC compound conforming to ASTM ran requirements of the Drawings and Spit-lftoatons on the basis of the Information or samples esu J. Su. 3 Pepe 2. Connsoftons shall bs made at the approximate loaoton(s) shown on the Drawings. The Contractor Is 3.08 CLEAN-UP Contractor of his itabtlth under the quarante�. Such warranties apecfflcotlon Di784. All pipe mud meet requirements ad forth n Federal gpeeiticotion PS-22-70 with an responsible for minor.Changs caused by actual sib conditions. 5. Manufacturer's warranties shall nct relieve the appropriate standard dimension roto. I on supplement the guarani**. Clean-up shall be made as each porton of work progresses. Refuse and excess dirt shall be removed from the *hal IY pp f he 1, 2, and 3 of this section (2.018), all requirements for non-pressure lateral Iln• C. Electrical Supply: site, all walk• and poving shall bs bloomed or washed down, and any damage sustained on the work of athero shall 4. Exeapf as noted.in parogral B. RECORD DRAWINGS: I pip• and flttings *hall be the come as for selwnt-said pressure main line pipe and ftttngs . set forth in section • ozoltd Ants whtah shall be 2,018 of the Spealfioations. 1. Electrical connections for any and all automatic Controtero shall be mads to electrical polnt(a) of oonneation as les npotnd to its original Condition. Contractor shall provide and keep.up-to-date a complete record tet of blueln P Indicated on the Drawings. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE i. Thu a from the original Orow{nge crest Spealtootom and the.ex of installed a„d FMtn a . rmaclocl stat{ , 'showing •wry Chang a be obtained from the C of, Ranahe p, Bras Pip• g 2. Connections shall bs made at the approximate looation(s) shown on the Drawings. The Contractor Is °O Y i equipment. Prints for this purpose may A. The Contractor shall operate each system In its entirety for the City of Ranoho Cucamonga at time of.final aootona, dila. and kinds o •q p oonfe►min to Federal Specification #WW-P-351. responsible for minor change cause by.actual atla Cortdiflona. observation, Any items deemed not aeeep#oleic by the City of Ranoho Cucomongc ahali be reworked to the Cucamonga oa coat, This set of drawings shall be kept on the sib and shall b• used only as a record tet• 1• Where Indicated on the Drawings, use red braes aC»wed pipe q 3.03 INSTALLATION Complete satisfaction of the City of Rancho Cucamonga. nd! ibis notations on the record drawing of equipment ens b dinsly alledhn aork IA. Trenching: 2. The CoMraetor shall make neat o d• For example should a place of equipment in a graphic 2. Fittings shalt be red braes conforming to Federnf Spsdfinallon ON'�'�P:-480. rocetda, showing the work as actually the Cc Indicate that equipment has been r located g B. The Contractor shall show wid•nw to the Ct1y of Rancho Cucamonga that the City has received as 0ceeasoried, P"aton that does not match the plan, the Contractor must n equipment and E. Copper Pipe and Fittings: lea Indicated to ihs irri that legend. The »I I. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching charts record drowings, and equipment as required beton final site observation can occur. mtbnntr so as to match the original symboori incl ancord drawing plan at the proper time. pipe- Typo K, hard tampered. excavation shall follow.layout Indleafed on the Drawings and as noted. 3.10 SITE OBSERVATION. SCHEDULE dimensions w11i then les transferred to the g t. P Y r shall transfer all Information from "noord Browing" 2. Provide fora minimum of twenty-four (24) Inches cover for all Irrigation Imes Installed under paving or date of the'final observation. the Contractor 2. FlMingr: wrought Dopper, solder Joint type. A. The Contractor shall ler nsponslble for notifying the City of Rancho Cuoamonga In advanne for the following 3. Beton.the hardsaaping. observation meetings, according to the time India ted: lied the mylor by a r,X1 r1nc,V4oadmlum, solidus et 1125 prints too .opialmtlalarmylari miaterial i�rAlll work ishallrrb*'Inmwaterproof IndiaInoI crest app sot for obtaining sold 3 Joints shall b• soldered with seafsrsihskldiSd�PP• I lines of ifiroe 3 inches or , topic mylor . for use on my] material. Such pen shall be similar to these anufoctu»d by F, and tequidus dt FL145 3. Provide for a minimum of iw•nh-tour (24) Inches cover for all pressure supply O i. Pre-Job Conference - 7 days technical.pan made ON larger In diameter. Ropldagraph, .KueNel h Ester. or Faber Cattail. Ths dimensions be made plan shall be ai bmlttedbto the„ on City . F. OeteVolves: 2. Procure supply line instolfatlon - 24 hours the final controller chat (ase o Prot to theoriginal onoot ihe'rooo onfroMtr chart: I 4. Provide for a minimum of eighteen (18) inches cover ter all.pressure supply Imes of two and one half (2J4") of Rancho Cucamonpo approvalII 1, Balf Valves (114" and smaller) Inches or smaller 3. Lateral ins and sprinkler installation - 24.houn 4. The Contractor shall dimension from two (2) permanent points of reference, such as bulldlnq, cornero, sidewalk ed with a statnles steel edges, road Intersections, the o"' two of the following items: S. Provide for C minimum of tweivo (t2) Inches for all non-pnteuH lines. 4, Automatic controller lnstollaflon - 24 houro C. Bali valves shall be o 125 Ib SWP bronze valve with threaded ends and shall be equipp handle' 6. Provide for a minimum cover of eighteen (18) inches for all Control wiring. S. Control win installation - 24 houn a. Connection to.existing water tines. i b• Balt valves shall 'be Hlboo T- 585-r detail.or approved equal. b. Connection to existing electrical paws. i e. All Bail valves shall be installed per 7, Refer to City Standard 120 "Trench Repair" vrhen within City tineas susceptible to traffic loads. . c, Gate valva. i S. Pnasun supply Tins and labral lin• testing - 48 houn i 2. Reslilent Weetge Gat• Vaal• (2" and larger) B. Backfilling:d.. Routing of sprinkler pressure tins (dimension max• 100' along routing). 7. Coverage test - 48 hours. s. Sprinkler control valves. 04 all s Ilse boxes. a; Ratilent Wedge Gote Valwe shall be epoxy coated and equlppad with a 2" operating nut. utln of aoettrol witng .and Ioaalions P i. The trencheo Shall not be backflllsd until all requlnd tests are pertorm•d. Trenches shall be carefully backfilled g, Final observation - 7 days. f. Ro q Io valves. b. Resilient Wedge Cote valves shall.be No, 403 RT-RW as supplied by Wafts or approved equal. glbtok coupling e tientResilWt Wedge Gab valva shall be Installed 'per detail. with the excavated materials approved for backfilling, consisting of earth, loam, sandy cloy, sand, or other h. Stub-cute for tuaun aonnestona. ho Cucomon o. c A approved m°teriafo, free from, large clods of earth or stones. Backfill ehail be mechanically Compacted n B. When observations have been conducted other than the City of Rancho Cucamonga, show evidence in writing her related equipment at directed by the City of Rana or ihail deliver the aorricte and completed u lin Volvo*- landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will Conform to i of when and by whom these observe the were made. or baton the dab of the final field observation, the Contractor not'ntieve the Contra r of the G. quick Coupling adjacent grades without dips, sunken treat, humps or other surface irregularities. S• tkl . a• Deilve of the"sepses Y 4 q pressure of 150 P.S.I. las to the r City of Rancho Cucomonq )*livery mtked }rem fh• love t. C. No site observations will commence without "Aa-Built" record drawings. The contractor .hall not cal{ for a topics required 1ni*rmatlon that may b• o . epics ,a th of furnishing Rag req � ` 1. Quick aouplirtq valves shall how a brass, two-pleas bad designed for workin p 2. A fine granular material backfill cell! be initially placed on all linea. No foreign matter larger than one=holt sits visit without "As-Built" record drawings, without completing previously noted correction*, or without I inch In size will be permitted In the Initial backfill. preparing the system for sold visit. C. Controller Chorfs: 2, Quick Coupling valve shall be operable with a quick coupler koy. Key size and type shall les es shown on the I Drawings. 3. �toodfng of tr6neheo will be permitted only witI4 approval of the City of Rancho Cucamonga. CONCRETE SPECIFICATIONS 1. As-buiite drowings shall be Cppmvud by the City of Rareho .Cucamonga beton controller ehgrfa are.prepared. H. Backflow Prevention Unita: 4. If setliement oaauro and subsegwnt adjustments In pipe; valve$, sprinkler heads, lawn. planting, or other PART 1 GENERAL 2. Provide ons controller chart for each. Controller sequence. Construction aro necessary, the Contractor shall make all required adjustments without east to the City. fled b the automatlo Controller crest shall be the maxim m size which the i, .Baakflow preventlon unit shall be of 8126 and type indicated on the irrigation drawinga. Install backflow 1.01 Description 3. The the shall show the area controlled Y .Prevention unit* in accordance with the Drawings. C. Trenching and BaCklii( Under Paving: I allow. . 11 revenlion units shall have a bronzed screw* boy with 60 mesh monel screen crest For concrete information rotor to the Standard Specifications for Public Work• 'onstruetion (Green Book: controller door will troller . event the care 2. Wye strolmre at bankilow P roved • ual. t. Tranche: located under areas when paving, asphaltic aonante, or concrete will be installed, shall be backfilled led stem. However, in the (lar to Batley #iooe or app q actual Instal ty when all be similar with Band a layer four {4) Inches below the pipe and six (6) Inches above the pipe) and compacted In layers to 95 Edition per the City of Rancho Cucamonga). Reser to 5eeffont 4, 201, 303, and 400, as welt as any other sections 4. The chart Is to be a reduced drawling of the enlarged to a size that will bel readable sh ( Y 1n {t reduced, It shall be rg of connection and the backflow preventer shall be installed as related to the Installation, per and post installation of concrete work, materials labor, and clean 4. The Standard sequence Is not legible when tho drawing X compaction, using manual or mechanical tamping devices. Trenches for. piping shall be Compacted t l equal the Specifications for Public Works Construction Is available from: reduced. I of 3. All pressure main Ilne piping between the polo? 1 les used Indicate the area required by local code. The Contractor shall verity with the local governing body as to material type and cempastlon of the existing adjacent undisturbed eo11 and shall al lett in a fie. unyielding condition.to Ali trenches aping 5. The.Chart shall be c black line or blweltne ozalid print anti o different actor *hal installation procedures Prior to start of Construction. Submit shop drawing for opprovOi, shall be. left flush with the adjoining grade. The Contractor shall set In place, cap and pressure ted all piping under BI Building News paving prior to the paving work. 3055 Overiand Avenue *overage for each station. t; Cheek Valves: Loa ) 75 90034 hermetically sealed between two places of glottic, each place bronze eonstruoilon with replaceable 2. Generally, piping under existing walks Is done by Jacking,'boring, or hydraulic driving, but when any cuffing or 31Q Angeles.02-7775 6. When completed end .approved,.fk• chart.shall be h Y 1 breaking of sidewalks and/or concrete is neesesary, It shall be done and replaced by the Contractor as a part of the ( ) bel a minimum 20 mils. 1. Swing cheek valva 2" and smaller shall be m pound W.O.G. 1.02 Scope ^q 1. SwIstton, nova or rubber also and shall meet or exceed Federal Specification WWh replaceable le A. Typ• Contract cast. Permission to out or break sidewalks and concrete shalt be obtained:from the City of Rancho IV. Cucamonga. No hydraulic driving will be permitted under concrete paving. 7. The» charts shall be completed and approved prior to the final field observation of the irri *tion system. . { b6 of heavy.duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal 3, Refer to City Standard 120 "Trench Repair" when within City sireste susceptible to traffic loads. Furnish and Install all concrete work complete as indicated on the drawings o• as spadtled, Including, but not 0. Operation and Maintenance M lnucit: + 2, Anti-drain valves shat limited to the following: wlthfn tin colander days prior to Com lotion of parts *hail be stainless steel and neoprene. Anti-drain valve shall ler field adjustable against drowout from 5 to 40 D. A»emblies; A. Furnish and set all reinforcing steel, bots, and onshore. i. Prepare and deliver to the City of iRonoho Cucamongabet of head. Anti-drain Volvo •hall be similar to the Valoon ADV" or approved equal. const ton. two hard-cover, three +sing binders containing the following Information: trot Wiring* B. Install all items required by other trades which an to be cart Into concrete. number; crest which lists each.installed J, Con ^g• 1. Routing of sprinkler irrigation fines as.indicated on the Drawings Is diagrammatic Install lines (and various which states Contractor"s flame, address, and telephoneassemblies) In such a manner a• to conform with the d•talis In the Drawings. a. Index shoot es.and rens, aees of nun local represent C. Concrete mow strips, footings for walls, tensing, posts, benches, etc., when applicable. t end material Nem tneluding nam item Installedfaounder #his Contract. i. Except as noted otherwleo. Conn AWG 1U $Do volt.mConirol^wrlrin4 installed,In Control wins cendult shall 2. Install NO multiple assemblies in .plastic lines- Provide each assembly with ifs own outlet. •gbilpmenbe made with direct burial Dopper . b. Catch and parts shests,on awry material crest equipmentwith a different .color stripe for each automdflc 1.03 Protection Within stt•ucfun shall be madem�onAwire�shall be win. Pilot wins shall be a different color win for Guarantee ste#en»nt. equipment- omotle controller. Co 3. Install all oseembiteo specified heroin in accordance to with to war w detail. In absence of detail drawings or o. a Instructions an all moor . d maintenance Mach aut accordance with voles h onufacturer's specifications and wire chart. In no case shall wire slz• Specifications pertaining to %Wlfio Items required to.complete work, perform such work In accordance with bed d. .Complete opsentinq °^ All finished Concrete work shall be borriaoded b pedestrian traffic for three (3) days. Barricade chat( be placed ludon controller, Install in as standard pronflo• with prier approval of City of Rancho Cucamonga. maintenance monuale, provide the City's monbnana• Pe Ona{emswith one be Ilse than �I14. - imediately after canonic finishing. Contractor shall furnish. Place and nmow all of his own barricades. 2 In addition to the above mentioned of Rancho Cueamong Contractor shaft be responsible for any•damage to new construction and replacement o► repair of the work shall be Instructions for molar equipment and chow eyldenoe in writing to the City 4. PVC pipe crest itMings shall be-.thoroughly,cleaned of dirt, dust, and moisture before installation. Installation and made without added cost b the City. InI of the project that this arvlce has d *h rendered. 2, Wiring shall occupy the earn* trench and shat) be installed along the some scab as pnseun supply or lateral solvent welding methods shall be as recommended by the pipe and itttirtg manufacturer. lines wherever possible. 1.04 Cleon-up . 1 win Is aced in a trench, the wiring shall be taped together of Intervals of fifteen (15) . 5. On PVC to metal connections, the Cenfranbr shall work the metal connections.first. Tenon fops re approved E. Equipment to be Furnlshed: . 1 . r 3, Where more than on• O PI win tools: feet equal, shall be used on all threaded PVC to PVC, and on all threaded PVC'to metal Joints. Light wrench pnu',un Upon completion of ail Concrete work and bttoH final acceptance, the Contractor shall remove all tools, surplus i. Supply as a part of this aonaroof the following Is all that Is required. When Threaded PVC oonneetlens an required, we threaded PVC adapltn into whlah the r„°terials,apparatus, debris, etc. from the .site and the site shall be left in a clean, neat condition acceptable to the • sprinkler and 1 ma be solvent saddest. i City. a. Two (2) sets of spsdol tools required for removing, .ditas•mbling and adJutttng each type 4, An expansion curt shall be provided within aline (3)'fest of •ooh win oonneotlon. Expaof nsion.curl the tho11 be of Um Clearance: Ilad on thls.proJ•ct• sufficient lengthof to thehsarpilas faoe withoution at-each disconn•ctngl then control wires.valve, Corolhwins aha be kooesiyva valve bonnet Pe . valve esu P keys Pe te valves. may be broug b. Two Z fournfoot. valve k s for operation of gate sof uok 1. Ail lines shall have a minimum al•aranoo of six (6) Inches from each other and twelve (12) Inches from lino of e. Two 2 keys for.each automatic Controller. ewWd for very five (5) or fraction thereof o each " q trench without *Mess or stretchlnp win conductors._ other trades, with the exception of the control win aleeve(s) whop shall les installed adjacent to pressure supple d. On* quick coupler key and mnkahing hose 5, All splices shall b• made with Saobh-Wk X3578 Connector Sealing Peaks, Ralnbird Snap-Tile win Ism. Parallel lines shall not be installed directly over one another. coupling valve installed. •at, Before final 2. The abovem+ntton•d equipment ahmll be fumed over to the City at-'the conclusion.of the pr J connectors., or approved'equal. Make only one apllce with each connector sealing pack. F. Autematis Controller Assembly: observation can'occur, evidence that the City has received material must be shewn to the City f Rancho g, Field tplios between the automatic oonirolter and eleoMia control valves will not be allowed without prior approval of the City of Rancho Cucamonga. Install as per manufacturers )nstruotions. Remote control valves shall be connected to centrolbr in numerical Cucamonga. sequence as shown on the Drawings. . . I G i �T D 1.04 PRODUCT DELiVERY, STORAGE AND HANDLING K. Automatic Controller: G. High Voltage Wiring for Automatic Controller: �J h,1 D CIT'f cautioned to exercise Can In handling, loading, • Automatic oorttrolter(s) ahoii be of size and. type shown on the Drawings. NO. DE5G I TIOI�I O�•--fr�V ON J/ . APPROVE A Handling of PVC.pipe and fiffingcr. The Contractor is 1. A 1. 120 volt power connection to the automatic Controller shall be A. Han li and string PVC pipe and 11HFings. All PVC pipe shall be from' rladIno extern w loh allows point. .An provided by the Contractor. . ah of pipe velli W discarded, and If Instated. shall be placed with new 2• Final location of automatic controllers) shall he approved by the City of Rancho Cucamonga- Itenp o Ile flat so at not to subject It to under bending , a If Install external 1 d at an pal Y f • (hof has been denfed or damaged noted on the Drowings, the 120 volt electrical power to each outomCOn controller location it to 2, All electrical work shall oonlorm to local codes, ordlnanaes, and union authorities having jurisdiction. C H 0 C U C A M 0 N JA . section e pip 0F RAN3. Unless olherwbe CITYPiping• be furnished by other•• The final eieotriCai hook-up shall be the nrponsTbtlth of the Cenarostor. H. Remote Control Valwr.. 1.05 SUBSTITUTIONS. ai* _ -- . L Eleatrie Control Valwa: 1.. Insteli when shown on the Drawinga. Wh•r� grouped together, allow at least twelve (12) Inches between ._A if the Coniroator wbhe* to substitute any equrev ens Or the ftgvIcl req informatonpr o the City of t or mot t Ranniho d on the shown on the Drawings. adjacent valve begs$. Install each remelt control valve In a separate Valve box• R0�Drawings and actspoor atorhe, he may do so by p 1. All electric Conaroi valves eholl be the earn•.size and hp. � � LINECucamonga for approval: . I. Flushln9 of System: __-___ ONG rforeach 2, Ait eiea►ric control valves shall haw a manual flow adjustment. ------- ,. Provi .11 de a atat•m.nt indlocting the naaon.for making the aubsiitutlan. Ute o seperolt shat of PCW Provide and Install om oortMoI valve box for such electric control valve. TRACT 18806RANCHO CUCAM Amiffed. 3, 1. After alt new sprinkler pip• lines and risenareInPtaae and oon^eated, all nenasary diveroton.work has beenitem to be sub completed, and prior to inateliofion of sprinkler heads the oontro) vafws shall les opemd and full head of water five Cafaloq Itterahlre, performance charas crest flow.charts for each Item to substituted' M, Control Vaiw Boxes: used to slush ens the tystam. 2. Ptrovtde deeCrip 9 reen boll-down cover or . of cod ecvin a r if the substituted item it approved. I t, Use 10" x 10-3/4" round box for all ate valves, 'Corson Industria #910-128 with q . . 2..Sprinkler hoods :hall be installed only alter flushing et the system has' been accomplished to the complete ret. g sleeve shall be PVC•with minimum size of six (6) Inches• satisfaction of the city of Rancho Cucamonga. IRRIGATION & CONSTRUCTION SPECIFICATIONS 3. Provide the arnou . approved equal. Exton on t4/9-138 with fins^ ' B. The City of Rancho Cucamonga *hclll have theerlalo Ii�itepodnoobiltiy iDs winaccegsirtond Sp•or Hnttioati ns submittal item Use 9-1/2" x t6" x 11" rectangular box for all eltolric control valves. Canon Industries J. Sprinkler..Heads: 1 e as an approved equal to. the Equipment and mot 2 . bolt-down oewr or approved equal A. Install the sprinkler heads as dufgnotsd.on. the Drowings. Sprinkler heads to be Inataited to this work aha I b �-t ,t , , " plastic valve box for all quick coupling valves. Canon Industria 608-12 aqulvebret In,alp respect* to that* itemized. X29 1'T APPROVED BY' " -y- DATE' �!����Z F ��1� 1.06 GUARANTEE - 3• Uee 6" dlamder x B-3/4 deep round p �� /i''z, # 53672 on a ism shall be mads in accordance with the attached form. The Grtance _._ c■r�' CITY ENGINEER ' y RCE: A. Thi,quarantu for the irrlgatl yes rias to acceptance with groan.flex-look oewr or approved equal. 1 of h1ad1 shall not �YQMd the rna><iMum inditct�ttu! on the Drrrwinp>e. In no �u �leil #�� �peeln4 �ueud -- A. Th ens and $upplsrmlttary Conditions of those.Spealffoatans shall be tilted hgffh the City p the ma maximum recommended by the manufacturer, -� of the fi•rttiand ipplOM 4. LIN 8-1�2" X 1$" x 11" rogtonqulor box for ©II �Itwtf�ic control velure InrtalUd wffhln on pray I� � 0r��� �P QSCAPI PLAN PREPARED BY: RE MM ED Carson Industries g 1419-129 with green bolt-down cover or. approved equal. ��� e �rP9�Cy DESIGN FRANK B. A Copy. of the Guarantee form shall be Included in,the_-operatlanrt and maititrnanca manual. .,o% p 5 I RADMACHER . I ASSOCIATES,INC. SHE '] Q Ignature DRAWN ��! OFy . . . 5/31/12 * Landscape Architects , _ - - .- .14'83i-5CA 92780 i ^ t@ PHONE(714)832-1774 FAX(7 .I 1 . - - _ _ f C 14841 Yorba Stmt,Suite 204.. .. J9 Dote CH D EMAIL: FRAIliO@FRA,NC.NET DRAWING N0. .. lI OF �A�\F% DATE: 1 t/7/201 t RLA NO, 1110 fg//' . # PROJECT SHEEP N0. . OF �. PLANTING SPECIFICATIONS .PART 6 - WEED ABATEMENT PART 1 - GENERAL 3.02 Topsoil: 1.01 Scope of Work: 6.01 Scope of Work: meat incidental to and necessary for completing all work, as A. Existing on-sits Bolls listed as 'acceptable' under 'Site Grading' specification. ' Contractor shalt provide all materials, labor and equip delineated in the Specifications as follows• as reasonably implied, or as de B. Topsoil Imported to site for use as f11L backfill in planters and mounding, shall be sandy textured. Silt plus clay Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably Indicated on the drawings, content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than Implied, and as delineated in the specifications. i 1:02 Standards: 1 pari per million as measured on the saturation extract. The sodium absorption ratio (SAR} shall not exceed 3.0 6,02 Quality Assurance: regulations, and meet the millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control All work On materials shall comply with governing codes, safety orders, standards, and g submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for an prior PP minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. s use. . Result of testing to be testing b City for approval. Soil test to include analysis and recommendations. Operator and a Pest Control Advisor to addition to any subcontractor licenses that are required. q B. All materials and methods must conform to Federal, State, and Local Regulations. 3.03 Soil Amendments: 1.03 Quality Assurance: A. All Contractors performing Site Development work, must be licensed to accordance with the laws of the State All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the 6.03 Submittal: Contractor Prior to the Installation of any weed control. materials, the Landscape Contractor shall submit to the Landscape tact and the City with a list of Subcontractors and Material 3.04 Soil Preparation: Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed of California. B. Contractor shall provide the Landscape Archl course of construction. types prevalent and expected on the site, as supplied by the Past Control Advisor. Pest Control Advisor shall Suppliers expected to be employed during the cou furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the keep in force Public liability and Property Damage Insurance, during entire course All work on irrigation system shall be complete and inspected for recommended approval and, fine grading weed control materials and methods with the intended planting and seed varieties present. C. Contractor shall obtain and p completed, prior to rototilling and prior to soil amendment work. of the Construction Contract. The amount of insurance shall be determined by City. Landscape Architect and City to give After rough .grades have been established, prepare all lawn and planting areas by tilling 'or cross ripping to a depth 6.04 Responsibility and Coordination: D. Prior to start of site development work, the Contractor shall notify the p with the name and of 12 . All rock and debris more than 2" In diameter shall be removed from the site, except for areas that are to be A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into starting and completion dates. Contractor shall also supply the Landscape Architect and City sodded, in which all rock and debris more than 1" in diameter shalt be removed. the treatedareasand to notify the public. telephone number of the person in charge .of the work. Apply , spread, and rototll in all .soil amendments as recommended to a depth of 6". Water area thoroughly after aff 1.04 Responsibilities and Coordination: rototilling is complete. Incorporate evenly Into the top 4" to 6" the following for each 1,000 square feet of B. Norendmaterial ojob methods shalt fe t th elandscape andthac pedplaays tingfroo hydofs ed ge mirnation.No material or method governing authorities per lanting area: A. Permits: The . Contractor shall` obtain and pay for all permits and inspections required by g g 4 cubic yards of nttrolized Redwood or Fir shaving or equal. 6.05 Non-Selective Herbicides: for the work to be performed. 200 lbs. of Gro-Power or approved equal. because soil Non-selective contact herbicide and/or .non-selective systemic herbicides (as recommended by the Pest Contra B. Existing Conditions: The Contractor shall verify all conditions and Contractor shell verify shown the the Ponn and depths a. t the itof all The above soil conditioning are minimal qualities only and should be used only for .bidding purpose, prior Existing commencement h any work under this cont conditions may change drastically from the time these specifications were developed to the time the actual soil Advisor) underground utilities prior to stow of work. conditioning take place. Therefore, the Contractor shall obtain his own soils analysts at a rate of one per every cost insured for all temporary utilities such as 25,000 conditioning square feet c planted area. These soil tests shall be conducted by an approved Agronomic soils testing 6.06 Selective Herbicides: C. Temporary Utilities: The Contractor shall apply for and pay all costof the project. Temporary services shall be laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) water, electrical power and gas as required by him for the constructionPre-construction Job conference. coordinated with the City and other contractors on the job site. 6.07 Weed .Eradication: _ Points, and Elevations: The Contractor is responsible for establishing o all construction. reference 3.05 Finish Grading: D. Survey, Reference of es weeds points and elevations required by him, and shown on plans for proper execution of site After rototilling. operations are complete, grade areas to establish finish grades for.planting. Ail flow lines shall be re Inthe control opinion riot the removal, hese areas perennial e1` Pests Cont�i Advisor's existing ecommenda planting areas w traffic barriers and detours required by him for the maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. q P spray P E. Traffic: The Contractor is responsible for all temporary t1` A. Prior to the installation of the irrigation system remove and clear ail weeds and deleterious materials from construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change, planting areas. the City or governing authorities. 3.06 Coordination: Allow herbicide to kilt all weeds. -Rake or 'hoe off all dead weeds to a depth of 1" - 2" below the surface of the 1.05 Defective .and Unauthorized Work: soil.' Physically remove all weeds from the site. in its construction or deficient in any of the Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil Y Y All work which is determined by inspection to be defective the Contractor at his amendment work, and -planting. (See Weed Abatement section). PART 7 - LANDSCAPE MAINTENANCE requirements of the plans and specifications, shall be remedied or removed, and replaced by PART 4 TREES AND SHRUB own expanse In a manner acceptable to the Landscape Architect and City.. 7.01 Scope of Work: 1.06 Inspections: 4.01 Scope of Work: Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance in the Landscape Architect, City and governing authorities, requirements as reasonablyimplied or as delineated in the specifications including, but not limited to the The Contractor shall arrange for inspections by notifying but not Provide all .material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as following: p 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, reasonably implied and as delineated in the specifications. necessarily in this order. Only the inspection pertaining to the project scope of work will OPPIY 4.02 Products Maintain all plants and planted areas. A.Nomenclature Plant names indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas free of weeds and debris. Rough Grading. American Joint Committee on Horticulture. Except for names covered theroin, the established custom of the Prune trees and shrubs. Drain Lines and Catch Basins. nursery is followed.. FertiNzed all plants and planted areas. irrigations (main line pressure, coverage 8c system operations test}. Irrigation. Soil Preparation and Finish Grading. Insecticide spraying. Plant Material (delivery & placement). B.Condition- Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from Substantial Completion inspection (at completion .of landscape improvements) - 7 Days. plant disease, Insect. pests, or their eggs, and shall have healthy, normal root systems, well-filling their container, Final -Inspection {after maintenance period - 7 days. buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall trees be 7.02 Fertilizers: The contractor shall arrange a Pro job b conference with the Landscape Architect and City a minimum topped. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release days riot to the beginning work. C. Trees and shrubs shall be growing ata recognized nursery in accordance with good horticulture practices and Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from of seven (7} y p shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, Gro Power (909) 393-3744. 1.07 Guaranties: labels, nursery stakes and ales from all plant material prohibited until the approval of the Landscape Architect or B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be cover; bedding plants and lawn shall be guaranteed from date of final City. registered as an agricultural miner, with the State Department of. Agriculture in compliance with Article 2 A. Plant Materials: All trees, shrubs, ground " Section 1030 of the Agricultural Code. acceptance of landscape construction for periods as follows: D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out "Fertilizer Materials, the intent of the planting plan will not accepted and will be replaced at Contractor's expense. 7.03 General: Trees 24 box & larger 1 year Trees 15 gat. & smaller 1 year E:Sizes of PianntsSholl be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have Maintenance shall start immediately after landscape irrigation and planting. year, but not over two 2 ears. Shrubs All sizes 120 days been grown in containers for at feast one (1.) y O Y Ground Cover 120 days F.Substitutians Substitutions for indicated plant material will .ba permitted provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the. work, Beddin Plant 120 .days da s approved 1 advance by the City. and are made at ri additional cost to the City. Except for authorized variations, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed Lawn sod) 120 Y all substitute plant materials shall conform to the requirements of these specifications. by the Landscape Architect and City representative: Lawn seed) 120 days from first mowing d of the 1'80-day maintenance period. G.Plants Not t AaororecPlants not approved are to be. removed from site immediately and replaced with suitable A. Irrigation: Operate irrigation system on an established program to maintain. all plants and planted areas in 0 ees begin after the project acceptance by City and at the en within the time span stated above. at no health condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting Guorant g tants. . The City reserves the right to reject entire lots of plants represented by defected samples. Y g Yno Landscape Contractor shall replace and plant all materials the dee Architect or City.. If dead material is not P from maintenance and equipment and/or maintenance personnel, shalt be restored to its original condition at o cost and within 5 days from receiving written notice from P cost to the City. Failure of any part of the irrigation system shall be brought to the attentionmthe of the City. No replaced and planted within the 5 day period, City may replace dead material with new material and charge the H. Stake all trees, as per details immediately after planting to prevent wind damage. repairs other than emergency repairs shalt be accomplished without written permission from the City. Landscape Contractor for all expenses incurred. i and materials for all site development, i. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow shall guarantee all workmanship at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed B. Construction Materials: The contractor 9 10 calendar days. fora period of one year from dote of final 'acceptance of project. trees. All planting holes shall be excavated as defined on appropriate details. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. 1.08 Material and Labor Releases: 4.03 Soil .Amendments• Contractor shall resent to the City, signed copies of all labor and materials C. Pest Control: Spray all plants and planted areas at beginning of maintenance program .and as may become Upon completion of the work, the p necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and releases far all work perforrKed under Site Development. Soil amendments shall be as recommended in the Agronomic Bolla report disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. 4.04 Trees Stakes: 1.09 Disposal and Clean-up: material classified as unacceptable soil motorial), trash and debris Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further Information:a D. Pruning: Prune ail plants as designated and directed by Landscape Architect, at start of maintenance program Remove all waste materials (including excavated matose and continue to prune plants as directed or as may become necessary until the end of the maintenance program. generated or encountered during the course. thet site and leave rpromises in n and la$neat ally Viand clean condi faring d clean. up Band pART 5 GROUND COVER AND BEDDING PLANTS of the 'work, remove surplus materials f1` Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and remove all ,remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. 5.01 Scope of Work: overall even appearance. Exterminate gophers and moles;, repair damage. The site shall be cleaned upon the request of the inspector. Provide all materials and equipment and perform all work necessary for and incidental to installing all ground PART 8 - ACCEPTANCE OF PROJECT PART 2 - EXECUTION cover and bedding plants, as shown on plans, as reasonably implied-, or delineated in the specifications. 8.01 General: 2.01 Protection: 5.02 Bedding Plants: all lent material delivered to site in a healthy .condition for planting. uncblesmaterial ounti planting. BarlYled out. Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is Keep p Bare root stock shall be separated and heeled-in, in most earth or other s moist sawdust, wood chips or other suitable material until perennials and Annuals: Provide healthy container grown plants from c recognized nursery, and of the spades and required prior to final acceptance of the work by the City. The Commencement date for the maintenance period burlapped plants shall have.root ball covered with m variety shown on plans. shall commence upon written approval for all phases of plant ng installation by the City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. planting.. 2.02 Installation: 5.03 Ground Cover: A. Two inspections shall be made that affect the establishment period: The first after all plantings have been e performed by Contractor and approved by the Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and. well completely installed in order to approve the beginning of the establishment period, and the second at the end of the Detailed layout of plants within the planting areas shall b p establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective Landscape Architect and City prior to planting. rooted in flats or similar containers. maintenance, then continue establishment until all work meets with the Specifications and can be approved. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following 5.04 Mulch: B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of Infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of mixture: Mulch: Shall be of composted wood chip fiber. work will be made. All areas shall be neatly raked and free of weeds. Native. On " 5.05 Coordination:-Site Soil with rock no greater than 3 in diameter Gro Power Plus, 5-3-1 15 lbs/cy Iron Sulfate 2 lbs/cy A. Do not have plants delivered to the job site until site conditions are ready for planting. if planting is delayed, CRY (To be used for bidding purposes only, verify with Agronomic Soils Test.) keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements. NO. DESCRIPTION OF REVISION DATE APPROVED After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough B. Soli preparation and fine grading shall bs completed and trees and shrubs installed prior to bedding plants and ground cover planting. water-in and .establishment.. Prior to installation of turf and ground cover, .remove water basins from around trees and shrubs. Berms to turf CITY OF RANCHO CUCAMONGA 5.06 Installation: riot to Clt acceptance. and beddin lents in moist soil and space as indicated .on plans. 01`603 to be removed p Y Plant gray,nd cover g PROM PART x - SOIL Each pian shall ll be planted with its proportionate amount of soil- so as io minimize root disturbance. Soil moisture TI 3.0, Scope of Work: shall be such that soil does not crumble when removing plants from container. TRACT 18806 RANCHO CUCAMONGA, CA a1s and equipment, and perform all work necessary for and incidental to the soil preparation Re rade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4- A. Provide all materslayer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the immediately after mulching. (Grading shall accommodate the mulch) PLANTING SPECIFICATIONS specifications. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. 5.07 Protection: _ planters areas and planifing areas. Erect temporary fencing or barriers to protect planted areas from damage prior to ft:nai acceptance. p29�� APPROVED BY: DATE: ��/�+�/Z C. Cleaning and finish grading of pi CITY ENGINEER ✓ % ''% RCE: # 53672 CAPE DESIGN PLAN PREPARED BY: RECOMM DED FRANK �CD S % RADMACHER �' ASSOCIATES,INC. =' 09 Signature '' � DRAWN SHEEP X31 12 * R n o * D S Landscape Architects R Q PHONE(714)832-1774 FAX(714)832-5721 L-8 OF `•' OIC 14841 Yorba Street,Suite 204 Tustin,CA 92780 9t ��` CH ED EMAIL:FRAu10@FRAINC.NET DRAWING NO. F OF CAS CEO DATE: 11/7/2011 RLA N0. 1110 PROJECT SHEET NO. OF