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Home My WebLink About1693-L 0 0 D 0 w s STREETSCAPE S/S MILLER AVE . DEVELOPER / OWNER N /S OF GARCIA DR . W/S OF DOLCETTO PLACE PACIFIC COMMUNITIES BUILDER , INC . N/S VIA VENETO DR . 1000 DOVE ST. , STE . 100 W/S OF EAST AVE. NEWPORT BEACH , CA 92660 ( 949 ) 660 - 8988 TRACT N 0 . 15711 L. M . D . NO . 8 VICINITY MAP GENERAL NOTES SHEET INDEX 1 . THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE L- 1 TITLE SHEET ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-2 LANDSCAPE CONSTRUCTION PLAN-GARCIA DRIVE 3. ALL WORK SHALL BE DONE IN ACCORDANCE TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD FOR PUBLIC L-3 LANDSCAPE CONSTRUCTION PLAN -GARCIA DRIVE WORKS CONSTRUCTION. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC L-4 LANDSCAPE CONSTRUCTION PLAN - D 0 LC ETTO PLACE LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-5 LANDSCAPE CONSTRUCTION PLAN-MILLER STREET 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1 -800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-6 LANDSCAPE CONSTRUCTION PLAN -VIA VENETO DRIVE & EAST AVENUE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR BASELINE /ROAD AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON L-7 IRRIGATION PLAN-GARCIA DRIVE THE PLANS. L-8 IRRIGATION PLAN-GARCIA DRIVE 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND I STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER.T. L-9 IRRIGATION P LAN- DO LC ETTO P LAC E 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES L- 10 IRRIGATI0N PLAN - MILLER STREET SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. z9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT FERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATIONL- 11 IRRIGATION PLAN-VIA VENETO DRIVE & EAST AVENUE FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 L- 12 IRRIGATI0N DETAILS DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, PROJECT SITE FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE L- 13 PLANTING PLAN -GARCIA DRIVE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, L- 14 PLANTING PLAN -GARCIA DRIVE FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO Lj INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO DEEP THE IRRIGATION SYSTEM IN L- 15 PLANTING PLAN - DOLCETTO PLACE AVE. FULL WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L- 1 6 PLANTING PLAN - MILLER STREET 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTCIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L- 17 PLANTING PLAN -VIA VEN ETO DRIVE & EAST AVENUE 11 . CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. L- 18 PLANTING DETAILS VIA VENEFO DRIVE 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: " L- 19 SPECIFICATIONS z A. BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8 WIDE X 6 DEEP CONCRETE HEADERS 3 V) B. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8" WIDE X 6" DEEP CONCRETE HEADERS L- 20 SPECIFICATIONS C. BETWEEN CITY-MAINTAINED GC AND ANY PRIVATE-MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS GARCIA DRIVE D. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT (� SHALL BY MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC CONSULTANTS W WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. FOOTHILL BLVD. N.T.S. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: A. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. LANDSCAPE ARCHITECT: p,NDSCgp� ` B. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE p L CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL LDA ASSOCIATES, INC. AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. LANDSCAPE ARCHITECTS h S C. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ENVIRONMENTAL PLANNERS D. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 23276 SOUTH POINTE DRIVE, SUITE 207 LAGUNA HILLS, CALIFORNIA 92653-1434 Tfls . Tf�cm[ ) CALIFORNIA LICENSE � 1434 12/31/cuXRPEDA7E NEVADA LICENSE # 256 MAINILNANCL KLSP0NSI � ILI 1Y MAP XLk� ISCAr _ r_ At�5 =�)5MLN 5Y�) LM _'DuWAr�Y UuAN I I i L �) + (949) 454-9440 FAX (949) 454-0287 l• 'DarE� �Q' ' GAkI i_A_IJRIVE I.V_ uAti i i Y ATF OF CA1 0 COBBLE HARDSCAPE 11 ,348 sf SIDEWALK GREATER THAN 4' WIDE 2 034 sf CIVIL ENGINEER: NON-TURF AREA 2 ,271 sf PLATANUS ACERIFOLIA - 24"BOX MULTI 7 PLATANUS ACERIFOLIA - 15 GAL 26 DAN GUERRA & ASSOC. , INC. CINNAMOMUM CAMPHORA - 15 GAL 16 TOTAL STREET TREES 49 8331 UTICA AVENUE, SUITE 150 DOLCE70 PLACE RANCHO CUCAMONGA, CA 91730 COBBLE HARDSCAPE 6,536 sf POINTS REFERENCE SIDEWALK GREATER THAN 4' WIDE 1 ,954 sf (909) 987-4306 NON-TURF AREA 11 ,688 sf I. LANDSCAPE [POINT VALUE] CLAIMED (SHEET #/REF#) PLATANUS ACERIFOLIA - 24"BOX MULTI 9 CONTACT: MR. DAN GUERRA LIVID AREAS, TYP. SOPHORA JAPONICA - 15 GAL 27 1 . WATER CONSERVING PLANTS.[20] 20 L-13 TO L-17 CINNAMOMUM CAMPHORA - 15 GAL 4 MILLER AVENUE 2. TURF LIMITED TO 25%.[20] 20 L -13 TO L-17 TOTAL STREET TREES 40 SHT L-4 MILLER AVENUE SHT L-5 SHT L-9 3. PLANTS GROUPED BY WATERING NEED.[10] 10 L-13 TO L-17 COBBLE HARDSCAPE 2 200 sf SHT L-10 - - SHT L-15 4. HARDSCAPE (NON-IRRIGATED) SURFACES.[10] 10 L-13 TO L-17 SIDEWALK GREATER THAN 4' WIDE 1 ;028 sf SHT L-16 t 5. PERMEABLE PAVING. NON-TURF AREA 4,216 sf w 5 p PAVING.[5] PLATANUS ACERIFOLIA - 24 BOX MULTI 2 w 6. LOW-WATER TURF VARIETIES.[5] 0 MAGNOLIA GRANDIFLORA - 15 GAL 10 QTOTAL STREET TREES 12 7. MULCH PROVIDED IN NON-GROUND COVER AREAS.[5] 5 L-13 TO L-17 VIA VENETO DRIVE ,YEI'KRGf �� 6 SHFWrs I CA 8. SOIL AMENDMENTS.[5] 5 L- 13 TO L-17 I t COBBLE HARDSCAPE 1 ,840 sf w�1RL_Ygt� tt �- Yep ,,r' y '- V Y' w SIDEWALK GREATER THAN 4' WIDE 946 sf Ci7Y _ NON-TURF AREA 4,352 sf DESCRIPTION OF REVISION DATE APPROVED SHT L-6 TOTAL POINTS CLAIMED: 70 LOW CITY MAINTAINED WALL 90 If - - SHT L-11 PLATANUS ACERIFOLIA - 24"BOX MULTI 4 C� Mo [MINIMUM POINTS REQUIRED: 60] PYRUS C. 'BRADFORD' - 1 � GAL 17 SHT L-, 7 1►r I H CU CAM ON GA LAGERSTROEMIA I. 'CATAWBA -15 GAL 4 Q TOTAL STREET TREES 25 EAST AVENUE F COBBLE HARDSCAPE 860 sf I. IRRIGATION [POINT VALUE] SIDEWALK GREATER THAN 4' WIDE 250 sf f FOOTHILL MEADOWS TR 15711 - NON TURF AREA 305 s LMD AREAS TYP. GALLONAGE IRRIGATION SYSTEM. 20 20 L-2 TO L 1 1 LOW CITY MAINTAINED WALL 1 X10 If `� SHT L-3 N.T.S. 1 . LOW SYSTEM.[201 PYRUS C. 'BRADFORD' - 15 GAL 4 � TITLE SHEET SHT L-8 2. AUTOMATIC CONTROLLER.[20] 20 L-2 TO L-11 EUCALYPTUS CAMADULENSIS - 5 GAL 5 rr SHT L-14 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.[10] 10 L-2 TO L-11 GEIJERA PARVIFOLIA - 15 GAL 7 071 SHT L-2 4. SOIL MOISTURE SENSORS.[10] 0 TOTAL STREET TREES 16 O ; SHT L-7 SHT L-13 5. RAIN SENSORS.[5] (LOCATED AT CENTRAL CONTROL SYSTEM)5 TOTAL COBBLE HARDSCAPE 22,784 sf APPROVED BY: - .f DAI CJS _w1l • 6. WIND SENSORS 0 TOTAL SIDEWALK GREATER THAN 4' WIDE 5,962 sf CITY ENGINEE ' _ _ R.C.E. N0.24953 7. SENSITIVE TO SLOPE FACTORS.[5] 5 L-2 TO L-11 TOTAL NON-TURF AREA 48,612 sf DESIGN LDA LANDSCAPE ASSOCIATES, INC. R ED 8. RECLAIMED OR RECYCLED WATER.[5] 0 TOTAL SQUARE FEET OF PROJECT 77,358 sf (1 .78 ACRES) LANDSCAPE ARCHITECTS TOTAL S.F. TRAIL AREA N/A DRAWN ENVIRONMENTAL PLANNERS SHEE1 TOTAL POINTS CLAIMED: 60 TOTAL L.F. TRAIL FENCING N/A LDA _ 3276LAGUNA HI�LH POINTE DRIVE, AE92653E1 15 L- 1 of 20 [MINIMUM POINTS REQUIRED: 60] TOTAL L.F. OF CITY MAINTAINED WALL 210 If CHECKED CALIFORNIA LICENSE / 1434 DRAWING NO. NEVADA LICENSE / 256 TOTAL L.F. OF CITY MAINTAINED FENCE N/A DML (949) 454-9440 FAX (949) 454-0287 ((pq 25 _L _ _ PROJECT SHEET _1�t6_017_3_Z _ LIMIT F JORK _ -1 .,k; - - MILLER AVENUE SEE SHEETS L-2 CONSTRUCTION PLAN L-7 IRRIGATION PLAN L-13 PLANTING PLAN I IL L1J IViA VENE'C DRIVE W < > CONCRETE MOWSTRIP SEE CIVIL PLANS - DET. ON SHT. L-18 FOR PERIMETER WALLS LIMIT OF WORK GARCIA DRIVE TYP. I _ _. � CMU WALLS AND PILASTERS CONCRETE MOWSTRIP BY CIVIL ENGINEER TYPICAL _ DET. ON SHT. TYP. co COBBLESTONES w __J Q co _ U SHEET INDEX KEY MAP Q 3-1 z _ - � � - - - I I 1 w0 _ B - 14 LEGENDQ � 0 W BOULDERS c mw 'A' = 18" DIAMETER BOULDERS w 13' 8' 20' 20' 20' 20' 20' 20' 20' 20' 9' 21 ' 20' 20' 20' 20' 20' 20' 20' _ (n 'B' = 24" DIAMETER BOULDERS FRA FROM U 'C' = 30" DIAMETER BOULDERS CUK RETUCURB RN RETURN 'D' = 36" DIAMETER BOULDERS L SEE CITY STD. DETAIL # 542 ON SHEET L-18 z GARCIA DRIVE Z COBBLE PER DETAIL #542 ON SHEET L-18 S CONCRETE MOWSTRIP PER DETAIL ON U SHEET L-18 Q ------ CONCRETE HEADER @ EDGE OF ROCKSCAPE — PER DETAIL ON SHEET L-18 �r k LA T C U R T M AR G U ACE Q 3� CONCRETE MOWSTRIP CONCRETE MOWSTRIP v DET. ON SHT. L- 18 � DET. ON SHT. L- 18 -Z LIMIT OF WORK o �, TYP. C° TYP. — ALIGN W/WALL 28, `�� w CUNCRETE MOWSTRIP DETAIL ON SHT. = 30' 30 _ L- 18, TYP. — ALIGN W/WALL �o c° C° o - U) w C° _ CD - - - Ld 0 Q - c _ - - - B _ W m - - (� R3 6'— 2" N N w24" � � p) � 2p' 20' � 8 � — 1 ?0' 20' 20' f70 80 20 20 20 20 ±63' W Q 8' 13' 2 0' 2 0' 2 0' Q = ROM CURB z U RETURN DRIVE GARCIA _I Q M U Q CONSTRUCTION NOTES: 1. VISIT THE SITE PRIOR TO SUBMITTING BIDS. 9. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR 2. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE THROUGH LANDSCAPE ELEMENTS. AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. 0' MIN. 13'-4" MAX. 10'-6" 10. ALL CMU WALLS AND PILASTERS ARE BY CIVIL ENGINEER LANDSCAPE 3. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. EASEMENT TO 11. DO NOT SCALE DRAWINGS. CITY OF RANCHO 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING CU CAM ON GA tya S C WITH THE WORK. NOTIFY CITY AND LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS 12. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND P qPF VARY FROM THOSE SHOWN ON THE PLANS. SHOULD THE CONTRACTOR DISCOVER 1-1/2" IN GROUND COVER AREAS UNLESS OTHERWISE INDICATED. L Lys,_ q� DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS, SUCH �,� .*� �P CITY DISCREPANCIES SHALL BE REPORTED TO THE CITY AND LANDSCAPE ARCHITECT WHO WILL ISSUE 13. DO NOT EXCEED 5:1 SLOPE IN TURF AREAS AND 3:1 NON-TURFED AREAS. WALL DESCRIPTION OF REVISION DATE APPROVED: CORRECTED DRAWINGS OR INSTRUCTIONS PRIOR TO THE CONTINUATION OF THIS WORK. 2:1 SLOPE IN PLANTED AREAS. r —+ THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY FIELD 2+ R.0.W. W o k CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 14. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, * GARCIA DRIVE Ir SGNATUrtE CITY O rc RANCHO C U C A M 0 N G A SMOOTH AND UNIFORM. L 12/31/01 EXP.DATE l[ 5. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM 1 '9 FROM DAMAGE. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS 15. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI 0 28 _— '7 AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. DAYS. �'9� —VARIES F OF FOOTHILL MEADOWS TRACT i 571 1 6. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER CURRENT 16. PROVIDE CITY WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR -II II— I SEE PLAN CONCRETE HEADER GARCIA DRIVE (WEST PORTION) RULES, REGULATIONS AND ORDINANCES GOVERNING THE LOCATION WHERE THE WORK IS EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. TO OCCUR. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH 17. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR , CONSTRUCTION P LAN TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS SHALL HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATIONS SECTION A-A BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714)558-8333 FOR SOIL N.T.S. I II I� 7. LOCATIONS OFR �N.I.C.N.I.C. FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) II APPROVED BY DATE TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE CITY AND LANDSCAPE ARCHITECT 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION CITY ENGINEER RCE NO 24953 EXECUTION OF WORK. AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON APPROVAL BY CITY. DESIGN R IN 8. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S SUBMIT SOIL REPORT TO CITY PRIOR TO PLANTING. LDA LDA ASSOCIATES, INC. REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE * CONTRACTOR TO PROVIDE A SMOOTH LANDSCAPE ARCHITECTS = CITY AND LANDSCAPE ARCHITECT IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER SLOPE APPEARANCE. DRAWN ENVIRONMENTAL PLANNERS SHEET FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS. IF MORE STRINGENT LDA 23276 SOUTH POINTE DRIVE, SUITE 215 L-2 20 THAN THE DRAWINGS SHALL TAKE PRECEDENCE. LACUNA HILLS, CALIFORNIA 92653-1434 OF CHECKED CALIFORNIA LICENSE f 1434 DRAWING NO. 0 20 40' DML NEVADA LICENSE / 256 (949) 454-9440 FAX (949) 454-0287 1 L - — - - -- — 34036/RGP-3A 01-16-97 REV 09-20-98 PROJECT SHEET ZIOF—_47— k MILLER AVENUE SEE SHEETS L-3 CONSTRUCTION PLAN 3 WL-8 IRRIGATION PLAN 2 L-14 PLANTING PLAN V) O VAA VENE10 DR'VE w < 1 O Z wi 'ARUA DRV?. T CONCRETE MOWSTRIP DETAIL ON SHT. `I LIMIT OF WORK L-18, TYP. — ALIGN W/WALL L j - _CONCRETE MOWSTRIP DETAIL ON SHT. CONCRETE MOWSTRIP DETAIL ON SHT. L-18, TYP. — ALIGN W/WALL 35 _6 w L- 18, TYP. - ALIGN W/WALL w w 0 SHEET INDEX KEY MAP W z B -i B - _ ON/ Q _ L ^ D -- I L - B 0 CDMM C Q - --- -� N W w o ^ Li --- 0 ^ _ m (� Q� 7 Q _ -- o 00 00 2 0, ^ m 20' 20' 20 2 6' U 2 0' 2 0' 2 0' W III I -10 20 12' 14' 20' 20' 20' 20 20 z FROM CURB FROM CURB B z J RETURN J RETURN Z Z GARCIA DRIVE Q Q LEGEND BOULDERS 'A' = 18" DIAMETER BOULDERS 10' MIN. 13'-4" MAX . 10'-6' 'B' = 24" DIAMETER BOULDERS LANDSCAPE EASEMENT TO 'C' = 30" DIAMETER BOULDERS _ CITY OF RANCHO 'D' = 36" DIAMETER BOULDERS CUCAMONGA SEE CITY STD. DETAIL # 542 ON SHEET L-18 _ COBBLE PER DETAIL #542 ON SHEET L-18 WALL 2, R.0.W. CONCRETE MOWSTRIP PER DETAIL ON *L VARIES GARCIA DRIVE SHEET L-18 I 'll-11 SEE PLAN --------- CONCRETE HEADER Q EDGE OF F '-Iii- ROCKSCAPE - PER DETAIL ON =11i�Ti SHEET L-18 11 = CONCRETE HEADER H-----(D ' SECTION 8-B _171 N.T.S. ILII ! iii - - �Ti- * CONTRACTOR TO PROVIDE A SMOOTH SLOPE APPEARANCE. + ILI PI zoo C U MATCH I D SEE H EET L- 4 HEI � C N 3 - CONCRETE MOWSTRIP , V R T J �o DET. ON SHT. L- 18 TYP. o 29 ~ CONCRETE MOWSTRIP B O _ DET. ON SHT. L- 18 2g, ~ W B R 8 ~ U � N TYP. B o Lo gin' U Q Li 34' 13 20 - 20' 0 _ - ---- 3' ' 12' 20 FROM CURB 0 m © B _ 1 ±51 Q ^ ^ RETURN -63 CITY DESCRIPTION OF REVISION DATE W N Q7 - - 20, 20' APPROVED: o' 20' 20' o < CITY OF RANCHO CUCAMONGA 3 - 6 20 20 2 B �RI�E U G p,R CI A w FOOTHILL MEADOWS TR 15711 p,NDScApe L L � GARCIA DRIVE ( EAST PORTION ) y LANDSCAPE CONSTRUCTION PLAN U W 4,11 � n 12/3$1/01ATUREXPEDATE ~ Q /Z�13 0� ItAPPROVED BY DATErW__�-aD CITY ENGINEER RCE NO_21953 �,qT� OF CAI.0DESIGN RE IicD LDA LDA ASSOCIATES, INC. LANDSCAPE ARCHITECTS DRAWN ENVIRONMENTAL PLANNERS SHEET LDA 23276 SOUTH POINTE DRIVE. SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 OF 20 0 20' 40 CHECKED CALIFORNIA LICENSE / 1434 DRAWING NO. NEVADA LICENSE / 256 DML (949) 454-9440 FAX (949) 454-0287 `cag .L 34036/RGP-3A 01-16-97 PROJECT SHEET - OF 11 i CO N LAMBRU CO STREE � J CONCRETE MOVE � LIM1 T WORK °TYPHIL ALIGN E 38 _6 35'– � C/) 6 �v _c ° ° Ln U^ 20' ° ° ° , _ 411 70' ROM Ln in d 20, 4 –6 OF 0 N4 F 20, � ' JO CUB RETURN-_j TOR RBEGINNING e _ _ � 14, 15 –6 2 TOOWLE DOLCETTO PLACE CU LE ° m OF COBBLE , 22 C 75. 7 FROM 12, 20' 20' 2° 15' 0' 20' 20' 20' 2 , W Q CURB RETURN 20 20 2 20 (n TO BEGINNING TO EN OF C T ND ° w m COBBLE COBBLE /--FROM BLE - L� CONCRE E MOWETRLP 18 DO CETT 15 CURB RET. DETAIL N SH WALL 14,L CE 20) 16' TO BEGINNING e z TYP. ALIGN W/ TO ND 0 20 20' 20' 2 OF COBBLE G '- Ln CO BLE 0�_ cl UD Z �CONCRETE MOWS TRIP U 8 DETAIL ON SHEET L- 18 f-- TYP. – ALIGN W/ WALL cOQD0 CONCRETE MOWSTRIP B DETAIL ON SHEET L-18 U TYP. – ALIGN W/ WALL OF WORK T OF LiMiT WORK MATCH LINE E, SEE SHEET L- 6 U ° co W 1 ' z Z C3 W L1J DLLi > ~ Lil z � C 20' 20' 2 ' _ 20 ° 16 DOLCETTO CE T cn FROM ' 20 TQ 16' 10 CURB RET. 20' 2 _ �2, PL r A TO BEGINNING 20, 2 ACE TO END � SEE SHEETS: 00 (n In _ OF COBBLE 20'Lli4„ L-9 IRRIGATION PLAN L-15 PLANTING PLAN 1 18 - - - 2° 20 20, 20' 2° C Lu 20 20 VTvE10 DR,VE W CD -- - -- O 0 _� 3 CLio �D Ln Q — ONCRETE MOWSTRIP _ o ° L-) DET. ON SHT. L- 18 QD ° TYP. —� LQJT OF WORK Ln In CD SHEET INDEX KEY MAP 10' WIDE 12' \-NNDSCgp F LANDSCAPE �,o �L q EASEMENT TO �� n DESCRIPTION OF REVISION DATE CITY �6 y APPROVED: CITY OF RANCHO R.O.W. LEGEND CUCAMONGA DOLCETTO ' � m PLACE BOULDERS � 5,G"A7UW � CITY OF RANCHO CUCAMONGA 'A' = 18" DIAMETER BOULDERS ,t 12/31/01 EXP.DATE WALL sl it-15 00 CM_ FOOTHILL MEADOWS TRACT 1571 1 VAR ES 6'—0" �B, _ 24„ DIAMETER BOULDERS qlF of cA��F DIAMETER BOULDERS 2�SEE PLAN 'C' = 36" DIAMETER BOULDERS DOLCETTO PLACE � I D SEE CITY STD DETAIL # 542 ON SHEET L-18 LANDSCAPE CONSTRUCTION PLAN COBBLE PER DETAIL #542 ON SHEET L-18 CONCRE EADER - CONCRETE MOWSTRIP PER DETAIL ON APPROVED BY DATEr —� SECTION C-C SHEET L-18 CITY ENGINEER RCE NO 24953 N.T.S. DESIGN RECO MENDED --------- CONCRETE HEADER @ EDGE OF LDA LDA ASSOCIATES, INC. A ROCKSCAPE - PER DETAIL ON LANDSCAPE ARCHITECTS 1� SHEET L-18 DRAWN ENVIRONMENTAL PLANNERS SHEE 23276 SOUTH* SUITE 215 _ CONTRACTOR TO PROVIDE A SMOOTH LDA LAGUNA HLLS,PCAL ORNIANTEE9 653-1434 L-4 20 - CALIFORNIA LICENSE 1434 OF SLOPE APPEARANCE. 0 20' 40' CHECKED NEVADA LICENSE / 256 DRAWING N0. DML (949) 454-9440 FAX (949) 454-0287 1 1 34036/RGP-3A 01-16-97 PROJECT SHEET .1 OF T1 CC) V LAMBR CO STREE 10 J CONCRETE MON LIMI OF DETAIL ON SHE ~ WORK TYP. — ALIGN 38'—6„ 1- 35 _ 00 6„ ° F- ' 8 C LL- w 70-' ROM Ln Ln 20 4 —6 15 0 CURB RETURNp EE TO BEGINNING 15' -6 2 TCOBBLEOF DOL C OF 2�, 11 Lu 14DOLCETTO PLACE cob 20' 15 OF COBBLE 0, 2 ' m ' 1ZfFR0M 20' 20' 20 2 15' 0' 20' 20' 20' c W Q CURB RETURN 20 2 220' � TO BEGINNING COB N OF T ND 0 COBBLE BLE 2 ROM BLE CONCRE N MOWSTRIP 18 DO�CETT 15' CURB DETAIL ACE CURB RET. �-�- TYP. ALIGN W/ WALL 14 � � 16' TO BEGINNING _ TO ND 0 20 20' 20' 2 20 of COBBLE CO BLE ° �n ° I g � � e � d" z , _CONCRETE MOWSTRIP U co 0 DETAIL ON SHEET L- 18 I— Q Ellw -:D TYP. — ALIGN W/ WALL ' v c° ;.� CONCRETE MOWSTRIP 0 DETAIL ON SHEET L-18 ItIA41 cD TYP. — ALIGN W/ WALL MST OF WORK 0� w0 1-1 RK E, SEE SHEET L— 6 MATCH LINE w / wP U ° ..•m .. 00 '- Z z Lj z C 2 0' LTJ 20 20 20 16 z � 20' �OL�ET FROM 20 T' 16 1 CURB RET. 20' 12' Ld WUFR AVENUE TO BEGINNING 20' 20' ON PLAN 00 Ln PLACE TO END w SEE SHEETS: t' �� , L-4 CONSTRUCTION PLAN 18 d W OF COBBLE 20 4." 20' L-1951 PRLIANTING PLAN � � c 20 `O G W 20 20' 20' 20' 20 - O' ° W V A VENE10 DRIVE W i CD O z e1 O J C GARCIA DRIVE 100 Q ONCRETE MOWSTRIP ° DET. ON SH T. L- 18 ° ° TYP. L1MlT 0F WOR, I I I �n (0 SHEET INDEX KEY MAP 10' WIDE 12' �,N05C4,0 Q LANDSCAPE �. EASEMENT TO CITY OF RANCHO R.O.W. LEGEND �� q�� DESCRIPTION OF REVISION DATE CITY '� s CUCAMONGA DOLCETTO m APPROVED: PLACE BOULDERS w ��• CITY OF RANCHO CHO CUCAMONGA WALL 'A' = 18" DIAMETER BOULDERS 12/31/03 EXP.DA-M VARIES 'B' = 24" DIAMETER BOULDERS slgl � ��'°� �� FOOTHILL MEADOWS TRACT 15711 SEEPLAN 6 —0 'C' = 30" DIAMETER BOULDERS F of CAS-�� 2z 'D' = 3611 DIAMETER BOULDERS DOLCETTO PLACE SEE CITY STD. DETAIL # 542 ON SHEET L-18 LANDSCA E CONSTRUCTION PLAN III —II CONCRE EADER COBBLE PER DETAIL #542 ON SHEET L-18 SECTION C—C CONCRETE MOWSTRIP PER DETAIL ON APPROVED BY DATE.�J D CITY ENGINEER RCE NO 24953 N.T.S. SHEET L 18 DESIGN RECOMMENDED ___------ CONCRETE HEADER @ EDGE OF LDA ASSO TES, INC. ROCKSCAPE — PER DETAIL ON LDA LANDSCAPE ARCHITECTS SHEET L-18 DRAWN ENVIRONMENTAL PLANNERS SHEET CONTRACTOR TO PROVIDE A SMOOTH LDA 23276 SOUTH POINTE DRIVE, SUITE 215 LAGUNA HILLS. CALIFORNIA 92653-1434 L-4A OF 20 SLOPE APPEARANCE. CHECKED CALIFORNIA LICENSE + 1434 0 20 40 NEVADA LICENSE 1 256 DRAWING N0. DML (949) 454-9440 FAX (949) 454-0287 1693-L 34036/RGP-3A 01-16— PROJECT SHEET -- OF — I I i i CONCRETE MOWSTRIP MILLER AVENUE DETAIL ON SHEET L- 18 1 ' TO TYPICAL 11 '-9" TO ENDEND OF 25'-3" FROM 16' FROM M I LLEF' AVENUE COBBLE 18' TO END , D OF COBBLE CURB RETURN , , , , , � OF COBBLE —� 18 20 20 20 20 15 19 -6 9 20 14 �.' TO BEGINNING CURB RETURN 15 20 20 20 20 20 20 20Y 0 20 20 20 20Q TO BEGINNING 0 BTWN OF COBBLE 1- OF COBBLE !Dj �01 Q 0 ►� � �t Lr) ,/ U U i� in Lc) in in cv 0 � e D C B D Q B C C O QO 1.1� -------- >- 5 � __-_ 11 17'- 4 ' -In 15' ALIGN MOWSTRIP In J W/ WALL CONCRETE MOWSTRLP 18 DETAIL ON SHEET 0 f TYPICAL 00 N 00 D cum O ALIGN MOWSTRIP B Wcuo cp W/ WALL 41-16„ y 7 D a N O o 5, 6„ 7' MATCH LINE G, SEE SHEET L- 4 LEGEND BOULDERS 'A' = 18” DIAMETER BOULDERS 'B' = 24" DIAMETER BOULDERS MILLER AVE" ;/ 'C' = 30" DIAMETER BOULDERS SEE SHEETS: 'D' = 36" DIAMETER BOULDERS L-110 IRRGTATIONI PLAN SEE CITY STD. DETAIL # 542 ON SHEET L-18 L-16 PLANTING PLAN - y 'VIA VENE70 DRIVE COBBLE PER DETAIL #542 ON SHEET L-18 O Z CONCRETE MOWSTRIP PER DETAIL ON - ui SHEET L-18 W .. GARCIA DRIVE --------- CONCRETE HEADER @ EDGE OF ROCKSCAPE — PER DETAIL ON SHEET L-18 10' MIN. 13'-4" MAX, 10'-6' SHEET INDEX KEY MAP LANDSCAPE TO a:, EASEMENT TO CITY OF RANCHO CUCAMONGA DESCRIPTION OF REVISION DATE CITY APPROVED: WALL R.O.W. `p,NDSCgP CITY OF RANCHO CUCAMONGA 2, MILLER AVENUE � ` Fq�0 FOOTHILL MEADOWS TRACT 15711 � s �q+ SEEPL VARIES� W q MILLER STREET or- SIQNATU -III I IIS CONCRETE HEADER 12/31/01 EXP DATE Y 1245-00 � LANDSCAPE CONSTRUCTION PLAN SECTION D—D F of CAQ . �I -- — APPROVED BY N.T.S. i CITY ENGINEER RCE NO 24953 il— DESIGN RECO DED LDA LDA ASSOCIATES, INC. LANDSCAPE ARCHITECTS 7- DRAWN ENVIRONMENTAL PLANNERS SHE[ * CONTRACTOR TO PROVIDE A SMOOTH I LDA 23276 SOUTH POINTE DRIVE, SUITE 215 L-520 SLOPE APPEARANCE. p 20' 4p' LAGUNA HILLS, CALIFORNIA 92653-1434 OF CHECKED CALIFORNIA LICENSE 1 1434 DRAWING NO. NEVADA LICENSE f 256 DML (949) 454-9440 FAX (949) 454-0287 34036/RGP-3A 01-16-97 PROJECT SHEET OF 17 LI IT 0 WOR LI T LF W0 K -- CONCRETE MOWSTRIP D 0 DETAIL ON SHEET L- 18 f— o U 00 o TYP. — ALIGN W/ WALL _ (� --- n - - - _ - - _ - U W D D DN\/ Bd 1 L 0 Z 0' 18' 11 ' 20' 20' 13' 4' 20' 20' 20' Ln 20' `n 20' 20' 17' < w Q 4,-6„ T J m TO OF D \-211-6" BTWN �13'-2" FROM ___I EF U Tp END OF 8'-6" FROM U W COBBLE CURB RET. COBBLE CURB T W (I� 13'-0" TO TO BEGINNING TO BEGINNING = CURB VIA VE N E TO DRIVE OF COBBLE VIA VE N E TO DRIVE of COBBLE �1 RETURN f� W r Z J 1 U Q 36" SQ. PRECAST CONCRETE CAP ?Y QUICK CRETE OR EQUIVALENT Q _5944C) 0' MIN. 10'M A X. 11'—6" LANDSCAPE EASEMENT DEDICATED TO I THE CITY OF RANCHO CUCAMONGA, STONE PILASTERaj EASEMENT TO lO' MIN, 13'-4' MAX. WIDTH VARIES, 6' MIN, 8.67' MAX. BEYOND CITY OF RANC 0 ' C ) 36' SQUARE — 1O'-6' CUCAMONGA 1:39 " LANDSCAPE TO i� (l BY QUACK CRETEOR EQUIVALENT EASEMENT TO STONE WALL W/ (Q-5944C) � WALL I� CAP C(QT5934) CITY OF RANCHO 2 BY QUICKCRETE CUCAMONGA R.0.W. I j OR EQUIVALENT 8 X 2 X 16 PREC. BLK. CAP EAST AVENUE ' 3: 1 MA 1 } SEE PLAN GRADE 32" SQ. STONE PILASTER WALL R.0.W. 7�1v( 1i1_II TIS I 1.33' MILLER AVENUE 5'-0" 6'-6" & 6 X 8 X 16 STD. SPLIT FACE C 8xSx16 CONCRETE BLOCK j BLOCK STREET SIDE OF WALL �Ll,9s VARIES II CORE W/ REBAR - '� SEE PLAN 13 Rill' __ t 1 REFER TO SHT. 7 AND 8 FOR WALL -III—II :III- PA: I� PROFIL / YPE REFERENCE CONCRETE HEADER E T...� - - - - (4) #4 BARS (TYP.) • SECTION F-F = N.T.S. I '' + , s = SOLID GROUT � . Wz * CONTRACTOR TO PROVIDE A SMOOTH IT I(I1 1 III _ II,, s"- 8" DIA. RIVER SECTION D D If=1�I-IIk-IIS _ _ COBBLE - SET IN : . , , " NTS. =111- =III= SLOPE APPEARANCE. GROUT SEE NOTE 1 HERE-ON I=TTG 32' SQUARE 36' ELEVATION/ 5FCTION C FpON-VNG �A5-r AVFNU, ) ILA5TF- I� 5F-C-1-10N 1P-, PF-rAlL CONTRACTOR TO PROVIDE A SMOOTH SLOPE APPEARANCE. NOT TO SCALE PER CIVIL PLANS NOT TO SCALE PER CIVIL PLANS NOT TO SCALE PER CIVIL PLANS CON51p2UCTION NOT5; MATCH LINE J SEE ABOVE RIGHT NOTE 1: 0 — CONSTRUCT RETAINING WALL PER PUBLIC IMPROVEMENT PLANS, DWG. NO. 1693 INSTALL 2 CUBIC FEET OF 3/4" TO 1 1/2" CLEAN GRAVEL PER ONE LINEAL FOOT OF WALL FOOTING. TO BE PLACED ON TOP OF FOOTING ON A S S I C O Y RETAINED PORTION OF WALL UNLESS DENOTED O2 —CONSTRUCT TYPE II WALL PER WALL PROFILES (SHEETS 7 & 8) AND WALL, OTHERWISE. 7 P L A CDETAIL(S), SHEET 3. II�Ll1JIIIJ, CONCRETE OWSTRIP AA�LIER AVEWUE DETAIL ON SHEET L- 1 SEE SHEETS: L-6 CONSTRUCTION PLAN L-11 IRRIGATION PLAN L-17 PLANTING PLAN � TYP. — ALIGNW/ W L NOS WALL ANP FILA5TF_P PF-'AIL-5 AM FOP ONLY, ALL _ iVA VENE � DRVf _ PAVING ANP WALL5 ARF C0N5VUCTFP rF-r THF A rr,0Vr_ P 5-MF-F_r < I MPrOVF MF_ N1' rLAN5 #t- 169> ANP CALCUL-ATIONS, GARCIA DR:.VE Fri z FTILEGEND O _ BOULDERS SHEET INDEX KEY MAP 'A' = 18" DIAMETER BOULDERS _ 'B' = 24" DIAMETER BOULDERS 'C' = 30" DIAMETER BOULDERS CITY < 1 SEE CIVIL PLANS - 'D' = 36" DIAMETER BOULDERS DESCRIPTION OF REVISION DATE APPROVED: CONCRETE MOWSTRIP FOR PERIMETER WALLS _ SEE CITY STD. DETAIL # 542 ON SHEET L-18 DETAILN — COBBLE PER DETAIL #542 ON SHEET L-18 1�osc CITY 0 F RANCHO CUCAMONGA 0 SHEET L 18 T MOWSTRIP o �P L APF TYP. — ALIGN W/ WALL ONCRE E I 9� _ F DETAIL ON SHEET L-18 CONCRETE MOWSTRIP PER DETAIL ON �� ' FOOTHILLS MEADOWS TRACT 15711 TYP. — ALIGN W/ WALL Y SHEET L-18 cn __-----_, CONCRETE HEADER Q EDGE OF uj SNATURE - VIA VENETO DRIVE `• 0 ROEET LAPEB — PER DETAIL ON ,�� X2/31/0, EXP DATE \* sq i2 ,? LANDSCAPE CONSTRUCTION PLAN �1 ItLL lF OF CAI.\F�� APPROVED FROM 0 C TY ENGINEBER _ RCE NO 24951 s3 CURB RE � - _ F-TO BEGINNING 6 52' — DESIGN LDA ASSOCIATES, INC, REC M NDED OF COBBLE EAST AVENUE 70' — LDA LANDSCAPE ARCHITECTS DRAWN ENVIRONMENTAL PLANNERS SHEET LDA 23276 LAGUNA HI,LLS,TH POINTE CAL CALIFORNIA 215 434 L-6 OF 20 0 20' 40 CHECKED CALIFORNIA LICENSE / 1434 DRAWING NO. NEVADA LICENSE � 256 DML (949) 454-9440 FAX (949) 454-0287 c 9 3 34036/RGP-3A 01-16-97 PROJECT SHEET OF 11 IRRIGATION LEGEND SYMI31i MI-6. MOM,I, NO [A-SCRIP"I ON RAI) C;Pb1 I'SI PRI-CIP 1_11"i 4JORK 6 RAINBIRD 1812-SAM-PRS-I OQ QUARTER SPRAY HEAD 8' .33 20 L% RAINBIRD 1812-SAM-PRS-IOH HALF SPRAY HEAD 8' .65 20 L% II RAINBIRD 1812-SAM-PRS-IOF FULL SPRAY HEAD 8' 1.3 20 1.86 RATNBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 10' .53 20 2.02 I3/41- O RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 10' 1.05 20 2.02 ® RATNBTRD 1812-SAM-PRS-12F FULL SPRAY HEAD 10' 2.10 20 2.02 s,4" d) RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .75 20 2.01 O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15, 1.5 20 2.01 DO RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.0 20 2.01 0 RAINBIRD 1812-SAM-PRS-I 5EST END SPRAY 4x 14' .50 20 - LL_I 11/4, ❑ RAINBIRD 1812-SAM-PRS-I5SST SIDE SPRAY 4 x 28' 1.00 20 -- 11/2 m HUNTER PGH-ADV-01 ROTOR 28' .50 30 - WKAINBIRD HUNTER PGH-ADV-03 ROTOR 30' .90 30 33 DNP QUICK COUPLER @ 150'O.C. Q I LIMIT OF WORK .. GATE VALVES 11/2"AND SMALLER-NIBCo T-585-70-66-LOCATE IN A CARSON VALVE,BOX. 61, _ GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RNN'-LOCATE IN A CARSON VALVE BOX. „ SLEEII! ALL PIPE / WINN ~F $ _(AlRAINBTRD F.FB-CP-PRS-B REMOTE CONTROL.VALVE.-SIZES INDICATED-LOCATE Y4 UNDER S1D9WALK6 (T`PP.� a/ 3,4' _ W • 1N A CARSON VALVE BOX. /4 I, A 4 b w J HWATER METER-FOR LOCATION RFFF,R TO CIVIL.PLAN. WATER PRF,SSURF VFRTFTFD ON 6-15-00. ,14" 3i4" 1" II/4" 11/ iti/4� CCWD (909)987-2591 RUSSELL IN ENGINEERING DEPT. , u 3/4 u / Q 3: 2"FEBCO 828-YA-BV REDUCED PRESSURE TYPE BACKFLOW DEVICE WITH A 2"VdILKENS 500 PRESSURE , „ 4 _j 11 REGULATOR- (LOCATE IN A STRONGBOX SBBC-45-AL.)VERIFY SIZE OF ENCLOSURE.PRIOR TO z 1" - © ai4" - - ` /4 O Qp /O 00�_0/4 c c s a '>P 11 0 PURCHASE OR INSTALLATION, A, - - - I, -- w O CALSFNSF.FT-1{24}(24)-DR-TP-I,TP-1 10 W ANT-] PORT CONTROLLER IN A STRONG BOX Q ` O e 11/4' b a m ENCLOSURE.ASSEMBLY(SB24SS 120VOLI`).SEE DRAWINGS. mw © SUPERIOR 3100 11 2"MASTER VALVE 24v NORMALLY OPEN GLOBE VALVE. w 2.. �" 311 (� Q w O 2"DATA INDUSTRIAL 220-200 FLOW METER PROVIDED BY CALSENSE -- - - - - - - 211 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 211 INSTALL ALL MAINLINE AND vALvES IN U \q�-7--� ONTROLLER AND STATION NUMBER'GPM FLOW GROUND COIR AREAS. TREND-1 PER Q5m� VALVE SIZE SQ.OF AREA S CITY STD. 532, 633 4 120 CTYP.J w PVC SCH.40 SPRINKLER LATERAL LINE z PVC SCH.40 IRRIGATION MAIN l 1"2"AND SMALLER PVC CLASS 315 IRRIGATION MAIN 2"AND LARGER GARCIA a D R I V n — = PVC SCH.40 SLFFVF SIZED 2 x DTA.OF PIPF,TO BE TNSF,RTF,D OR AS NOTED 511 37 Be 36 — — — — — COPPER TYPE'K'SERVICE LINE Il/2 1(0 m = NOTE: 1 '/2 S,rp o 0CONTRACTOR TO USE VAN NOZZLES AS FIELD CONDITIONS REQUIRE TO PROVIDE FULL COVERAGE AND ~ ALLOW NO OVERSPRAY, Q CONTRACTOR SHALL INSTALL PRESSURE.COMPENSATING NOZZLE SCREENS IN ALL.SPRINKLERS HEADS REQUTRING ADJUSTMENTS OF RADIUS AT INITIAL.INSTALLATION REFER TO MANUFACTURERS LITERATURE. CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID OVERSPRAY AND WSURF,FULL COVERAGE. THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN WILL REQUIRE RAWBIRD PCS SCREENS. LA TOUR COURT M ARGAU X PLACE 00 w w _ LIMIT OF WORK Q3, a cf S/4'. " 3ILLI j n a, a/4 _ a/4" " ` J'14 /4'�aj4 u� 3/4 a/ 4 /4 1 0 a, I, aj4 4 �L 4 I/2 3/ 11 / — B 6 /4 Q] 4 - �'O 1 1 — — - 0 ---- �/ �0 Q ` ' O 34 I a - O—�� 3,4 I 1° 12'1 I" —�' —a/�n / - _. _ - �---v 0 a/4 ' O�I�T O 1 0 1 ,� W W u 4 ---- - .-._ --- - 4 3/4 �� /, a,4�� I�� 0 �� 0 v � I i�'- z LA Lill (� 2LLJ _j_ _ _ _ _ _ 1311 = 3,i 3� 3" e, U Q w v 13 40 1 '/2 " 12 40 0 Q z 812 40 B7 38 GARCIA DRIVE 1 ,2 124 0 0 0 —' 11/2 " 2600 1 /2 �I 1020 0 1 �2 " 11620 z U u Q ■ �NII DSC4,oe L DESCRIPTION OF REVISION DATE CITY APPROVED: W + � CITY OF RANCHO CUCAMONGA c S NATURE y 12/31/01 EXP.OATE l[ MILLER A Jl 17,-/;-Ltd FOOTHILL MEADOWS TRACT 15711 SEE SHEETS qrF OF CAt�F��a L-2 CONSTRUCTION PLAN L-7 IRRIGATION PLAN GARCIA DRIVE (WEST PORTION) L-13 PLANTING PLAN IRRIGATION P LAN w1111111 11 NE'0 DRIVE _ -..-.. Z O = APPROVED BYDATEe<i? a'. CITY ENGINEER � Z RCE NO 24953 DESIGN REC MMENDED GARCIA i LDA LDA ASSOCIATES, INC. LANDSCAPE ARCHITECTS - DRAWN ENVIRONMENTAL PLANNERS SHEET LDA 23276 SOUTH POINTE DRIVE, SUITE 215 L-7 OF 2 O /� LAGUNA HILLS, CALIFORNIA 92653-1434 SHEET INDEX KEY MAP CHECKED CALIFORNIA LICENSE ; 1434 DRAWING NO. 0 20' 40' DML NEVADA LICENSE # 256 (949) 454-9440 FAX (949) 454-0287 l(i $- L 34036/RGP-3A 01-16-97 REV 09-20-98 PROJECT SHEET YI !I 7OF I f C J f� LIMIT OF WORK w J 0 CD W I/ ii W W i/iii LIJ LLJ A/4i 4 II/4111" 6 1Z j,i 3/4 'I/4u ,/ „ M 11 ' Z ) - _ P v 4 W � C g i/4 u / " - ° - � - 11411 i/ " 11/4" �/ '� i/4 u n - _ 4 i/ - - i u — — I/4 V / _ '0— 'j ° D g � /4 � �4`� ii LLJ /4 —}�� c C C n\\ ` i/44i i " -� / 0 i/4 i/4 W -0--0-- 0— > i4 1/4 u - /4 a /4 �� ---- - .� 211 _ - - - -. _- L-Li 311 21' Lij) Q 515 4m � �2 '1GARCIA DRIVE 1126m � Q � IRRIGATION LEGEND SYMM)l MI(1 mODL1 v) [)LS( Rill I(IN RAI) (I1'm 151 F'RICIII 16 RAINBIRD 1812 SAM PRS IOQ QUARTER SPRAY HEAD 8' .33 20 L% • RAINBIRD 1812-SAM PRS 10H HALF SPRAY HEAD 8' .65 20 11 Q RAINBIRD 1812-SAM-PRS-1101` FULL SPRAY HEAD 8' 1.3 20 1.86 RAINBIRD 1812-SAM-PM12Q QUARTER SPRAY HEAD 10' .53 20 2.02 0 RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 10' 1.05 20 2.02 0 RAINBIRD 1812-SAM-PRS-12F FULL.SPRAY HEAD 10' 2.10 20 2.02 RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .75 20 2.01 O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.5 20 2.01 Q RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.0 20 2.01 0 RAINBIRD 1812-SAM PRS 15EST END SPRAY 4 x 14' .50 20 -- ❑ RAINBIRD 1812-SAM-PRS I5SST SIDE SPRAY 4 x 28' 1.00 20 m HUNTER PGH ADV 01 ROTOR 28' .50 30 V HUNTER PGH-ADV-03 ROTOR 30' .90 30 ® RAINBIRD 33 DNP QUICK COUPLER C 150'O.C. H GATE VALVES 111 AND SMALLER-NLBCO T-585-70 66-LOCATE IN A CARSON VALVE BOX. GATE.VALVES 2"AND LARGER- WATTS SERIFS 403-RT-RW-LOCATE,IN A CARSON VALVE BOX. RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE IN A CARSON VALVE BOX. Fm] WATER METER-FOR LOCATION REFER TO CIVIL PLAN. WATER PRFSSURF,VERIFIED ON 6-15-00. CCWD (909)987-2591 RUSSELL IN ENGINEERING DEPT. 2"FEBCO 825-YA-BV REDUCED PRESSURE TYPE BACKFLOW DEVICE WITH A 2"WILKENS 500 PRESSURE REGULATOR- (LOCATE 1N A S-1 RONGBOX SBBC-45-A L.)VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE OR INSTALLATION. O CALSENSEFT-1-(24)-(24)-DR-TP-I,TP-110W/ANT-I PORT COA"TROLLFRINASTRONG BOX ENCLOSURE ASSEMBLY(SB24SS/120VOLT).SEE DRAWINGS. ® SUPERIOR 3100 11/2"MASTER VALVE 24v NORMALLY OPEN GLOBE VALVE. O 2"DATA INDUSTRIAL 220-200 FLOW METER PROVIDED BY CALSENSE \( �i1 CONTROLLER AND STATION NUMBER'GPM FLOW I" * VAI.VF.SIZE-SQ.OF AREA PVC SCH.40 SPRINKLER LATERAL LINE lY MILLER AVENUE PVC SCH.40 IRRIGATTON MAIN 11/2"AND SMALLF,R F I L I P P I l o W $ PVC CLASS 315 LRRIGATTON MAIN 2"AND I ARGF.R COURT O I ' n w� SEE SHEETS COPPER TYPE'K'SERVICE LINE MATCH_ = PVC SCH.40 SLE. SIZED 2 x DIA.OF PIPE TO BF.INSI 2TED OR AS NOTED T L I E E S E E T L— 9 L-3 CONSTRUCTION PLAN — — — — — , NOTE: !� L-8 IRRIGATION PLAN R H E I N CONTRACTOR TO USF VAN N07.71I AS FIF,LD CONDITIONS REQUIRE TO PROVIDE FULL COVERAGE AND [7 L-14 PLANTING PLAN = �� , W T ALLOW NO OVERSPRAY. VIA VENE-L DIRNT 2 W O U R � CONTRACTOR SHA[.[.INSTALL.PRESSURE COMPF,NSATING NOZ71.E SCREENS IN A[.l.SPRINKLERS HEADS i U' ' REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION REFER TO MANUFACTURERS LITERATURE. - -- CONTRACTOR MUST USF:RAINBIRD ADJUSTAALF,ARC V07JLFS TO AVOID ❑ 14r 1 S OVF.RSPRAY ANDINSUREFULLCOVERAGE. i Jjn O , __ LL_.� THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. s 4' s a " a�" c g F GAR,!A DR'VE Its ' 0 I $ w( ANY HEADS THE NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN JS O i „ is rr as it g W 0 WILL REQUIRF R AINBIRD PCS SCREENS. g I ' CD i.' � , ,fin I Jl`n IJ Jirr i leu / / W CD u ❑ ( l Q s" i u !Sri __ < !n 0 1n 1 i�-� s ' v� __I � ,� c g O 1 it SHEET INDEX KEY MAP !I !'I" J ,� �� 2 !„ !ri O 4if e n ii n B C �-- 2" W /, - �4 as f-----0 8all, a lie -- s ^ /it52 31 DESCRIPTION OF REVISION DATE CITY U 1 1., It v - 51"1 38 II W --- - 3., 11/2 APPROVED: g1m � 1''2 " 1fo.�m� CITY OF RANCHO CUCAMONGA a3 3ro p,RCIA DRIV = 1'/2 1 5500 G U 84 33 1511116 aro pNDSCgp FOOTHILL MEADOWS TR 15711 ' �'% " 12ro �,� L L GARCIA DRIVE (EAST PORTION ) Q � % 158m � � r IRRIGATION PLAN LLJ � 1l 12/31s/1A XPEDATE * APPROVED 8Y DATEA.2-- -1p Tsr /.I_,° �Q CITY ENGINEER Lpaw - RCE NO 24953 qlF OF CAI- 'i DESIGN I RE ENDED LDA LDA ASSOCIATES, INC. LANDSCAPE ARCHITECTS _ DRAWN ENVIRONMENTAL PLANNERS SHEE I LDA 23276 SOUTH POINTE DRIVE, SUITE 215 Q _ LAGUNA HILLS. CALIFORNIA 92653-1434 L-8 OF 20 CHECKED CALIFORNIA LICENSE # 1434 DRAWING NO. O 2� 4� NEVADA LICENSE # 256 DML (949) 454-9440 FAX (949) 454-0287 / .� . L 34036/RGP(-33A 01-16-97 PROJECT SHEET 9OF 47 LAMBRUSCO STREET SLEEVE ALL PIPES UNDER SIDEWALKS TYPICAL. cc) L/MI T �� Q TRENCHING PER CITY 14" O v OF W�RK STANDARD DRAWING #532, 533 & 120 j, „ it \` r\ INSTALL ALL MAIN LINES AND VALVES IN '`'� j4"` j<" o �. GROUNDCOVER AREAS. j� -Qe �s a ji a ji rr O ♦ nl 4 n �fj n , j4" r I" r/ r 11<" I" ,if j{" j J rr 11 <if {If 2r 1 r u j/ It j C 4 4n �n < 1 � 34" jg 0 0 I" n 1 n s n ❑ _ _ >d,13 2'1 v , ` -- _ DOLCETTO 1 15 PLACE Lu �49 24 — i m /4S1� 32S O 111 41., x,11 DOLCET CE 18ff" < - -- - - IF 3 r L1- ,4 a I,{u r rr �— Lj y r — — — —L1T— — — ---�— — 341, ` _ — �U i U _ C rr rU 4 Ir / n < n V , U �IM� T MST OF WORK RK CONTROLLER: 'A' CONTROLLER: 'B' CONTROLLER PROGRAMMING POINT OF CONNECTION: CONTROLLER 'A' IN ENCLOSURE. CONTROLLER 'B' IN ENCLOSURE. CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION & CALSENSE ET-1-24-D R. TP-1, TP-110 WITH ANT-1 PORT CALSENSE ET-1-24-D R. TP-1, TP-110 WITH ANT-1 PORT PROGRAMMING WITH A REPRESENTATIVE OF THE CITY POINT OF CONNECTION TO BE 2" METER. DOMESTIC WATER ENCLOSURE TO BE PER STD DRAWINGS. ENCLOSURE TO BE PER STD DRAWINGS. AND CALSENSE. CONTACT CITY MAINTENANCE DEPARTMENT PROVIDED BY C.C.W.D. (MR. R. OAXACA ) USE STRONG BOX SB 24SS/ 120 VOLT ENCLOSURE USE STRONG BOX SB 24SS/ 120 VOLT ENCLOSURE FOR CITY REPRESENTATIVE AND CALSENSE AT: HGL: 1411' WITH ELECTRICAL METER ENCLOSED. WITH ELECTRICAL METER ENCLOSED. 2075 CORTE NOGAL, SUITE "P" STATIC PRESSURE: 79 PSI INSTALL #12 COMMON WIRE AND (1) ORANGE COLORED INSTALL #12 COMMON WIRE AND (1) ORANGE COLORED CARLSBAD, CA 92009 PEAK DEMAND: 83 GPM SPARE WIRE IN EACH DIRECTION TO FURTHERMOST POINT SPARE WIRE IN EACH DIRECTION TO FURTHERMOST POINT TEL. (760) 438-0525 F E E, EE S EET L— 6 POINT OF CONNECTION: 'A' POINT OF CONNECTION: 'B' M LOCATE ALL EQUIPMENT AS DIRECTED BY THE CITY. LOCATE ALL EQUIPMENT AS DIRECTED BY THE CITY. LOCATE CONTROLLER AS DIRECTED BY REPRESENTATIVE MAXIMIZE DISTANCE BETWEEN MASTER VALVE & FLOW SENSOR MAXIMIZE DISTANCE BETWEEN MASTER VALVE & FLOW SENSOR f— OF THE CITY OF RANCHO CUCAMONGA. POINT OF CONNECTION TO BE 2" METER. POINT OF CONNECTION TO BE 2" METER. 1 3" CONTRACTOR SHALL APPLY AND PAY FOR THE INSTALLATION PROVIDED BY C.C.W.D. ( MR. R. OAXACA ) PROVIDED BY C.C.W.D. ( MR. R. OAXACA ) 00 OF ELECTRICAL SERVICE TO CONTROLLER. HGL: 1411' HGL: 1411' S/4"0 zSTATIC PRESSURE: 79 PSI STATIC PRESSURE: 79 PSI J L1J LJ PEAK DEMAND: 39 GPM PEAK DEMAND: 41 GPM $19 .3-10 n INSTALL BACKFLOW PREVENTER PARALLEL WITH THE LIJ Z Q 111/2 �I 8200 STREET. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. W 3" 3DO USE TYPE "K" COPPER PIPE BETWEEN METER LCE TTO AND BACKFLOW PREVENTER. 11 W 3" 24 _ _ 3rr—11?, �-- PLACE C _ —'— �18 32 ( (� � — C 3 it 112 I I 9� MILLER AVENUE __ �- - ___ 1 1 lt� ,r (A )O'14 14 Z/� 11� „ ❑ { \` 3" �� L-4 CONSTRUCTION PLAN � <cD1 `--� 4 SEE SHEETS: ` _ j� „ f" < � i � 1� L-9 IRRIGATION PLAN I Q 1 I ` �O / s" 3" L-15 PLANTING PLAN It 4 ? _ ' �rr ji „ v —t' T\ — � _ / ❑ c Z I"VA ANE10 DRIVE R.Pjs Q - - __� t u 1 " l^ �7 �L`iW� =n ji ul / r 14 a i L , �__ 1 - o _. J (/ > 1/ 11 cl { / r 3 N'GHE6r 0.4&40 es o , 29LI L I M j ❑ i GARCIA DRIVE IRRIGATION LEGEND - S'Y'MBOL "Al 6. MODLL NO. DE S( RII'ION R:�ll. GP'vl PSI PRL-CIP SYMli01_ DESCRIPION 6 RAINBIRD 1812-SAM-PRS-IOQ QUARTER SPRAY HEAD 8' .33 20 1.% ® SUPERIOR 3100 11/2"MASTER VALVE 24v NORMALLY OPEN GLOBF.VALVE. SHEET INDEX K E 1 MAP • RATNBIRD 1812-SAM-PRS-IOH HALF SPRAY HEAD 8' .65 20 1.% �i RAINBIRD 1812-SAM-PRS-IOF FULL SPRAY HEAD 8' 1.3 20 1.86 Q 2"DATA INDUSTRIAL 220-200 FLOW METER PROVIDED BY CALSFNSF, p,ND S C b RATNBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 10' .53 20 2.02 �pEL LAS.. q� 0 RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 10' 1.05 20 2.02 Al 3m ONTROLLER AND STATION NUMBER'GPM FLOW "W ® RATNBIRn 1812-SAM-PRS-12F FULL SPRAY HEAD 10' 2.10 20 2.02 1" 2bm4 VALVFSIZF. SQ.OF AREA �y DESCRIPTION OF REVISION DATE CITY b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .75 20 2.01 PVC SCH.40 SPRINKLER LATERAL LINE w o / APPROVED: O RATNBLRD 1812-SAM-PRS 15HALF SPRAY HEAD 15' 1.5 20 2.01 PVC SCH.40 IRRIGATION MAIN 1 1'2"AND SMALLER 12/311/01AEXP DATE ~ CITY 0 F RANCHO C U C A M 0 N G A Qo RAINBIRD 1812 SAM PRS 15FF FULL SPRAY HEAD 15' 3.0 20 2.01 �' PVC CLASS 315 IRRIGATION MAIN 2"AND LARGER a RATNBFRD 1812-SAM-PRS-I5EST END SPRAY 4 x 14' .50 20 = = PVC SCH.40 SLEEVE SIZED 2 x DIA.OF PIPE TO BE INSERTED OR AS NOTED D RAINBIRD 1812-SAM-PRS-I5SST SIDE SPRAY 4 x 28' 1.00 20 -- — — — — — COPPER TYPE'K'SERVICE LINE 9TF OF CA1 �FFOOTHILL MEADOWS TRACT 15711 4 1TUNTFR PGH-ADV-01 ROTOR 28' .50 30 -- NOTE: V HUNTER PGH-ADV-03 ROTOR 30' .90 30 -- CONTRACTOR TO USE VAN N07.7LES AS FIELD CONDITIONS REQUIRE TO PROVIDE.FULL.COVERAGE AND D 0 LC ETTO PLACE ALLOW NO OVERSPRAY. ® RATNBIRD 33 DNP QUICK COUPLER(a,' 150'O.C. CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLERS HEADS i GATE VALVES 1 1/2"AND SMALLER-NLRCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION REFER TO MANUFACTURERS LITERATURE. IRRIGATION PLA N ►� GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. CONTRACTOR MUST USE RAINBLRD ADJUSTABLE ARC NOZZLES TO AVOID RAINBIRD EFB CP PRS B REMOTE CONTROL VALVE SIZES INDICATED-LOCATE OVERSPRAY AND INSURE.FULL.COVERAGE. 6 IN A CARSON VALVE BOX. APPROVED 8Y DA1TE,,�`2�'/- THE W SPRAY HEADS MAY BE SUBSTITUTED WITH I O NOZZLES AS REQUIRED IN THE FIELD. CITY ENGINEER �&Z_&UZW RCE 'NO 24953 0 WATER METER-FOR LOCATION REFER TO CIVIL.PLAN. WATER PRESSURE VERIFIED ON 6-15-00. ANY HEADS THE NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN CC'WD (909)987-2591 RUSSELL.IN ENGINEERING DEPT. WILL RFQUIRF.RAINBIRD PCS SCREENS. DESIGN R�0 NDED g2" FEBCO 825-YA-BV REDUCED PRESSURE TYPE BACKFLOW DEVICE WITH A 2"WILKENS 500 PRESSURE LDA LDA ASSOCIATES, INC. — C REGULATOR- (LOCATE IN A STRONGBOX SBBC-45-AL.)VERIFY SIZE OF ENCLOSURE PRIOR TO LANDSCAPE ARCHITECTS - PURCHASE OR INSTALLATION. DRAWN ENVIRONMENTAL PLANNERS SHEET O CALSENSE ET- -(24)-(24)-DR-TP-I,TP-I 10 W/ANT- PORT CONTROLLER IN A STRONG BOX LDA 3276LAGUNSOUTH POINTE CALIFORNIA 92653-1434 SUITE 215-1434 L-9 OF 20 ENCLOSURE ASSEMBLY(SB24SS/ 120VOLT).SFE DRAWINGS. CHECKED CALIFORNIA LICENSE # 1/34 DRAWING NO. 0 20' 40' NEVADA LICENSE 111 256 DML (949) 454-9440 FAX (949) 454-021!7 34036/RGP-3A 01-16-97 PROJECT SHEET 3�! OF 11 LAMBRUSCO STREET SLEEVE ALL PIPES UNDER SIDEWALKS TYPICAL. �\ "ll O '\� '/ TRENCHING PER CITY LIMIT��• I T OF wOp STANDARD DRAWING #532, 533 do 120 ►` INSTALL ALL MAIN LINES AND VALVES IN GROUNDCOVER AREAS. 3 4 34 i I" im5 ,'\` rr 11/4 s 34 rr is u a/r' j4 ' Is a4 ❑ i 34 rr j „ n aj rr < ij , � j ' 34" 34 r' 1" r 1u i, e f 34 n 1 < i`rr �0 1 r' a4" j ❑ 0 � � �� "11 �_ 2i�" 114u 114n 1�!I/,, rr -- — � 1/ �� j4 a4rr lu lu❑ " / rr 34rr— � f4+' 3� 4,4j49 _ DOLCETTO PLACE w _Z Zs� m • \ ,;, ,4s 1 1" 3260 1 42 201 \ ZS 0411 21 41Z 9 1m 1" 1 �' I I W 35� III 6�m 1" $m5� 1 8'15 C/) m DOLCET ACE 43 25 3rr111111111110�011111 - - �_ _ LL 1rr 34'r 111 2�m� / i _ — < 4 u 1u „ j/ rr 0 34 p 114" ❑ 1 4 n 14 rr 4,r 1" j4" • < , rr lirL — C 0 _ — C 1 u 4 r' n � f , O ❑ 4 rr <a if 1"4 J4 is V , v �IA41 T IT OF WORK OF W SIM ORK CONTROLLER: 'A' CONTROLLER: 'B' CONTROLLER PROGRAMMING POINT OF CONNECTION: CONTROLLER 'A' IN ENCLOSURE. CONTROLLER 'B' IN ENCLOSURE. CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION do CALSENSE ET-1-24—D R. TP-1, TP-110 WITH ANT-1 PORT CALSENSE ET-1-24—D R. TP-1, TP-110 WITH ANT-1 PORT PROGRAMMING WITH A REPRESENTATIVE OF THE CITY POINT OF CONNECTION TO BE 2" METER. DOMESTIC WATER ENCLOSURE TO BE PER STD DRAWINGS. ENCLOSURE TO BE PER STD DRAWINGS. AND CALSENSE. CONTACT CITY MAINTENANCE DEPARTMENT PROVIDED BY C.C.W.D (MR. R. OAXACA ) USE STRONG BOX SB 24SS/ 120 VOLT ENCLOSURE USE STRONG BOX SB 24SS/ 120 VOLT ENCLOSURE FOR CITY REPRESENTATIVE AND CALSENSE AT: PR4 WITH ELECTRICAL METER ENCLOSED. WITH ELECTRICAL METER ENCLOSED. 2075 CORTE NOGAL, SUITE "P" STATIC PRESSURE: 79 PSI INSTALL #12 COMMON WIRE AND (1) ORANGE COLORED INSTALL #12 COMMON WIRE AND (1) ORANGE COLORED CARLSBAD, CA 92009 PEAK DEMAND: 83 GPM SPARE WIRE IN EACH DIRECTION TO FURTHERMOST POINT SPARE WIRE IN EACH DIRECTION TO FURTHERMOST POINT TEL. (760) 438-0525 E E, EE S EET L— 6 POINT OF CONNECTION: 'A' POINT OF CONNECTION: 'B' M LOCATE ALL EQUIPMENT AS DIRECTED BY THE CITY. LOCATE ALL EQUIPMENT AS DIRECTED BY THE CITY. LOCATE CONTROLLER AS DIRECTED BY REPRESENTATIVE MAXIMIZE DISTANCE BETWEEN MASTER VALVE & FLOW SENSOR MAXIMIZE DISTANCE BETWEEN MASTER VALVE do FLOW SENSOR �4rr OF THE CITY OF RANCHO CUCAMONGA. POINT OF CONNECTION TO BE 2" METER. POINT OF CONNECTION TO BE 2" METER. ~ CONTRACTOR SHALL APPLY AND PAY FOR THE INSTALLATION PROVIDED BY C.C.W.D. ( MR. R. OAXACA ) PROVIDED BY C.C.W.D. ( MR. R. OAXACA ) co � 3rr OF ELECTRICAL SERVICE TO CONTROLLER. HGL: 1411' HGL: 1411' n y�4" z STATIC PRESSURE: 79 PSI STATIC PRESSURE: 79 PSI = 4 o LTJ Ld PEAK DEMAND: 39 GPM PEAK DEMAND: 41 GPM c > ? 19 3, INSTALL BACKFLOW PREVENTER PARALLEL WITH THE Z Q 2 82� STREET. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 911II , 0 USE TYPE "K" COPPER PIPE BETWEEN METER 3" 0L ETTQ AND BACKFLOW PREVENTER. 48 rr _ - - 3" PLACE W 3 Al 2 — � _ _ — rr MILLER AVENUE 1 ' 750 0 c W 1''211 95� fQ}� ..... 11I 11 '00, CLLLi i � / /2/= 0Z SEE SHEETS: CONSTRUCTION LAN L-9 IRRIGATION PLAN I1<„ ►r� O — 21,2-1 O of 1. 1 , L-15 PLANTING PLAN VA VENETO DRIVE may. w w Irr a4" � � � 3, r Z 11, n Q.P, ij " L / 4 < 7, n j, r C < a l 8r4��L jJrr 1" Irr 4 p5pswoltir ❑ , r Z ji 4 NI LAW RSG XS" '6'440 8&q O 42 1 L I M I T OF WORK ElGARCIA DRIVE IRRIGATION LEGEND - SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI PRECIP SYM130L DESCRIPTON RAINBIRD 1812-SAM-PRS-IOQ QUARTER SPRAY HEAD 8' .33 20 1.96 ® SUPERIOR 3100 11/2"MASTER VALVE 24Y NORMALLY OPEN GLOBE VALVE. SHEET INDEX KEY M A P • RAINBIRD 1812-SAM-PRS-IOH HALF SPRAY HEAD 8' .65 20 1.96 t 2DATA INDUSTRIAL 220-200 FLOW METER PROVIDED BY CALSENSE �p,NDSCgPE' RAINBIRD 1812-SAM-PRS-10F FULL SPRAY HEAD 8' 1. 1. " �,0 �� L 9 b RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 10' .53 20 2.02 4 RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 10' 1.05 20 2.02 \-qK250 COLER AND STATION NUMBER/GPM FLOW ® �* VAMOSLIZE/SQ.OFAREA ' �s DESCRIPTION OF REVISION DATE CITY RAINBIRD 1812-SAM-PRS-12F FULL SPRAY HEAD 10' 2.10 20 2.02 C) RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .75 20 2.01 PVC SCH.40 SPRINKLER LATERAL LINE APPROVED: O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.5 20 2.01 PVC SCH.40 IRRIGATTON MAIN 1 1/2"AND SMALLER @ RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.0 20 2.01 PVC CLASS 315 IRRIGATION MAIN 2"AND LARGER 12/31 .SEXP DATE CITY OF RANCHO C U C A M 0 N G A Ill RAINBIRD 1812-SAM-PRS-I5EST END SPRAY 4 x 14' .50 20 -- _ = PVC SCH.40 SLEEVE SIZED 2 x DIA.OF PIPE TO BE INSERTED OR AS NOTED `rj� 3-19. 3 ❑ RAINBIRD 1812-SAM-PRS-I5SST SIDE SPRAY 4 x 28' 1.00 20 -- — — — — — COPPER TYPE'K'SERVICE LINE rF OF Cpl-\F�� FOOTHILL MEADOWS TRACT 15711 4 HUNTER PGH-ADV-01 ROTOR 28' .50 30 -- NOTE: V HUNTER PGH-ADV-03 ROTOR 30' .90 30 -- CONTRACTOR TO USE VAN NOZZLES AS FIELD CONDITIONS REQUIRE TO PROVIDE FULL COVERAGE AND ALLOW NO OVERSPRAY. D O L C ETTO PLACE ® RAINBIRD 33 DNP QUICK COUPLER @ 15Y O.C. CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLERS HEADS H GATE VALVES 11/2"AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION REFER TO MANUFACTURERS LITERATURE. IRRIGATION PLA N GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID • RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE OVERSPRAY AND INSURE FULL COVERAGE. APPROVED BY � DATE' IN A CARSON VALVE BOX. THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. ❑M WATER METER-FOR LOCATION REFER TO CIVIL PLAN. WATER PRESSURE VERIFIED ON 6-15-00. ANY HEADS THE NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN CITY ENGINEER RCE O 24953 CCWD (909)987-2591 RUSSELL IN ENGINEERING DEPT. WILL REQUIRE RAINBIRD PCS SCREENS. DESIGN G� LDA ASSOCIATES, INC. RECOMMENDED 2" FEBCO 825-YA-BV REDUCED PRESSURE TYPE BACKFLOW DEVICE WITH A 2"WILKENS 500 PRESSURE LDA (`Q} REGULATOR- (LOCATE IN A STRONGBOX SBBC-45-AL.)VERIFY SIZE OF ENCLOSURE PRIOR TO LANDSCAPE ARCHITECTS PURCHASE OR INSTALLATION. DRAWN ENVIRONMENTAL PLANNERS SHEET O CALSENSE ET-1-(24)-(24)-DR-TP-I,TP-I10 W/ANT-1 PORT CONTROLLER INA STRONGBOX LDA 23276 SOUTH POINTE DRIVE, SUITE 215 L-9A 20 LAGUNA HILLS, CALIFORNIA 92653-1434 OF CHECKED CALIFORNIA LICENSE / 1434 DRAWING NO. ENCLOSURE ASSEMBLY(SB24SS/ 120VOLT).SEE DRAWING O 20' 40NEVADA LICENSE 256 DML (949) 454-9440 FAX (949) 454-0287 1 693-L 34036/RGP-3A 01-16– PROJECT SHEET -- OF _ AS 39 MILLER AVENUE 1'% " 12mm0 �2 " � C)- o MILLER AVEN U E11�m �211 0 ��. 1'/2 groin 0 NN. �-- - - - — - - - - - - - - - - - - - - - - - - - - - - - -- - - WW - - - - - - - - - „ - - - - - - - -� , ,, O I ®— —® 3.. U C-) 3" s LL n ❑ ��♦L _ — - - — -� :f '-=f_ - ---f 0 _ T/4i� 7r I/4n II/4n I�/4i lu j/4n li/fin IT/{ )j4i b 4 /4n \ Dc 3" s� , it 4 3 , ❑ I ❑ I D 1/4 11 B �/4 ( 11/4 of I I B I .3t' - /4 IRRIGATION LEGEND MATCH LINE G, SY\/lB()t VII(I N()1)I I No . i)I S('R11110N RAI). 6 11 M PSI PRFC1P SEE SHEET L- 9 ♦ RATNBIRD 1812-SAM-PRS-IOQ QUARTER SPRAY HEAD 8' .33 20 1.96 • RATNBTRD 1812-SAM-PRS-IOH HALF SPRAY HEAD 8' .65 20 1.96 Q RAINBIRD 1812-SAM-PRS-IOF FULL SPRAY HEAD 8' 1.3 20 1.86 b RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 10' .53 20 2.02 RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 10' 1.05 20 2.02 ® RAINBIRD 1812-SAM-PRS-12F FULL SPRAY HEAD 10' 2.10 20 2.02 b RAINBIRD 1812-SAM PRS 15Q QUARTER SPRAY HEAD 15' .75 20 2.01 O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.5 20 2.01 oQ RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.0 20 2.01 13 RATNBTRD 1812-SAM-PRS-I5EST END SPRAY 4 x 14' .5 20 - ❑ RAINBIRD 1812-SAM-PRS-15SST SIDE.SPRAY 4 x 28' 1.00 20 - r---�-----� Mum AVENUE HINTER PGH-ADV-01 ROTOR 28' .50 30 I p HUNTER PGH-ADV-03 ROTOR 30' .90 30 SEE SHEETS: ® RATNFITRD 33 DNP QUICK COUPLER @ 150'0.C. L-10 CRR GATIONI PLAN _ L-16 PLANTING PLAN - �� GATE VALVES 11/2"AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. GATE VALVES 2"AND LARGFR -WATTS SFRTFS 403-RT-RW-LOCATE TN A CARSON VALVF BOX. • RATN-BIRD FFB-CP-PRS-B REMOTE CONTROL.VALVE -SI7.FS INDICATED-LOCATE � - 1N A CARSON VALVE BOX. z WATER METER-FOR LOCATION REFER TO CIVIL PLAN. WATER PRESSURE VERIFIED ON 6-15-00. 3 W111111 CCWD (909)987-2591 RUSSELL IN ENGINEERING DEPT. GARCIA DRIVE a 2"FEBCO 825-YA-BV RF,DUCFD PRESSURE TYPE BACKFLOW DFVTCF WITH A 2"WH.KFNS 500 PRESSURE ® REGULATOR- (LOCATE IN A STRONGBOX SBBC-45-AL.)VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE OR TNSTAI I ATTON. O CALSENSE ET-1{24}{24}DR-TP-I,TP-110 W AAT-I PORT CONTROLLER IN A STRONG BOX FNCI OSURF ASSEMBLY(SB24SS 1 120VOLT).SFF DRAWINGS. ® SUPERIOR 3100 11'2"MASTER VALVF.24v NORMALLY OPEN GLOBE VALVE. SHEET INDEX KEY M A P © 2"DATA INDUSTRIAL 220 200 FLOW METER PROVIDED BY CALSENSE \� AIONTROLLER AND STATION NUMBER/GPM FLOW I" 2" $ �VALVESIZE/SQ.OFAREA DESCRIPTION OF REVISION DATE CITY PVC SCH.40 SPRINKLER LATERAL LINE APPROVED; PVC SCH. IRRIGATION MAIN 1 1/2"AND ,R CITY O F RANCHO C U C A M O N G A PVC CLASSS 315 IRRIGATION MAIN 2"AND LARGERARGER = PVC SCH.40 SLEEVE SIZED 2 x DTA.OF PIPE TO BE INSERTED OR AS NOTED — — — COPPER TYPE'K'SERVICELLNE L ` NOTE: FOOTHILL MEADOWS TRACT 15711 �<v�� y CONTRACTOR TO USE VAN NOZZLES AS FIELD CONDITIONS REQUIRE TO PROVIDE FULL COVERAGE AND ol ALLOW NO OVF,RSPRAY. u w x m MILLER STREET CONTRACTOR SHALL TNSTALI.PRESSURE COMPF,NSATTNG N07.7LF SCREENS IN ALI,SPRINKLERS HEADS w o n RF,QUIRTNG ADJUSTMFNTS OF RADIUS AT INITIAL INSTALLATTON RF.FF.R TO MANUFACTURERS LTTFRATURF.. 12/31/01AEEDATE IRRIGATION PLA N CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID J'j IZ'Is-00 �? i OVERSPRAY AND INSURE FULL COVERAGE. qTF OF Gpa \F�� _ t THE 8'SPRAY HEADS MAY BE SUBSTITUTED WrrH 10'NOZZLES AS REQUIRED IN THE FIELD. APPROVED BY DATE ANY HEADS THE NEED A REDUCTION OF MORE THAN 250 b OF THE LISTED SPRAY PATTERN C I TY E N G I N E E R _ RCE NO 24953 WILL REQUIRE RAINBIRD PCs SCREENS. DESIGN RECOM DED LDA ASSOCIATES, INC. LDA LANDSCAPE ARCHITECTS _ DRAWN ENVIRONMENTAL PLANNERS SHEET 23276 SOUTH POINTE DRIVE, SUITE 215 LDA LAGUNA HILLS, CALIFORNIA 92653-1434 — �F 20 0 20 CHECKED CALIFORNIA LICENSE i 1434 DRAWING NO. NEVADA LICENSE / 256 DML (949) 454-9440 FAX (949) 454-0287 34036/RGP-3A —i 01-16-97 PROJECT SHEET -37 OF 17 i i I LI IT O WOR LI IT LF WO K 4 !/ 4 4 1/ " e 4 �- i11 ' I " I " I" n LL 4 / 4"6 L1J 11/4 " !/4' !/ e !j " n n 1/ " I I/ " 1/ " " / 4"� / / V J LL — /a� - 0! =_ D D r '4 ` � � 3` 4 D 3 �J 2' �-- - - - - - - - -� - - - - Q� - - - - - - - - - - - - - - - -® - ---�� Cn 0 ® � < __j � A,-( _ J h w Ln Z � �2 33 ,415 35 VIA VE N E TO DRIVE 1 '/2 II 590 VIA VE N E TO DRIVE I% II 925 w 0 z I uo = U IRRIGATION LEGEND Q SY'MI31 IL MF(; VOL)LL NO DL S( RIP]ON RAD (iPM PSI PRL.CIP 46 RAINBIRD 1812-SAM-PRS-IOQ QUARTER SPRAY HEAD 8' .33 20 1.96 • RAINBIRD 1812-SAM-PRS-IOH HALF SPRAY HEAD 8' .65 20 1.96 RAINBIRD 1812-SAM-PRS-IOF FULL.SPRAY HEAD 8' 1.3 20 1.86 RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 10' .53 20 2.02 RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 10' 1.05 20 2.02 ® RAINBIRD 1812-SAM-PRS-12F FULL,SPRAY HEAD 10' 2.10 20 2.02 b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .75 20 2.01 O RATIN'BTRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.5 20 2.01 - Q RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD is, 3.0 20 2.01 0 RAINBIRD 1812-SAM PRS 15FST END SPRAY 4 x 14' .50 20 ❑ RAINBIRD 1812-SAM-PRS-I5SST SIDE SPRAY 4 x 28' 1.00 20 -- �4 HUNTER PGH-ADV-01 ROTOR 28' .50 30 -- p HUNTER PGH-ADV-03 ROTOR 30' .90 30 -- ® RAINBIRD 33 DNP QUICK COUPLER C 150'O.C. GATE VALVES 11/2"AND SMALLER-NMCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. MATCH LINE J, SEE ABOVE RIGHT GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. � w II INSTALL ALL MAIN LINES AND VALVES IN RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE C L A S S I C 0I I GROUNDCOVER AREAS. IN A CARSON VALVE BOX. III WATER METER-FOR LOCATION REFER TO CIVIL PLAN. WATER PRESSURE VERIFTF.D ON 6-15-00. P L A C CCWD (909)987-2591 RUSSELL IN ENGINEERING DEPT. I2"FEBCO 825-YA-BV REDUCED PRESSURE TYPE BACKFLOW DEVICE WITH A 2"WILKFNS 500 PRESSURE SLEEVE ALL PIPES UNDER SIDEWALKS TYPICAL. lZ REGULATOR- (LOCATE IN A STRONGBOX SBBC-45-AL.)VERIFY SI7.F•OF ENCLOSURE PRIOR TO PURCHASE OR INSTALLATION. O O CALSENSE ET-1-(24)-(24)-DR-TP-I,TP-I 10 W/ANT-I PORT CONTROLLER IN A STRONG BOX �I9 22 , 3/ '� TRENCHING PER CITY STANDARD DRAWING #533, 532 k 120 ENCLOSURE ASSEMBLY(SB24SS/ 120VOLT).SEE DRAWINGS. SUPERIOR 3100 11/2"MASTER VALVE 24.•NORMALLY OPEN GLOBE VALVE. O 2"DATA INDUSTRIAL 220-200 FLOW METER PROVIDED BY CALSENSE < c 1 D 4 CONTROLLER AND STATION NUMBER'GPM FLOW it I` 2Sm� VALVE SIZE SQ.OF AREA PVC SCH.40 SPRINKLER LATFRE.Al.LINuILiER AVENUE F / SEE SHEETS: PVC SCH.40 IRRIGATION MAIN 1 1'2"AND SMALLER L-6 CONSTRUCTION PLAN z X14PVC CLASS 315 IRRIGATION MAIN 2"AND LARGER L-11 IRRIGATION PLAN FT1 PVC SCH.40 SLEEVE SIZED 2 x DIA.OF PIPE TO BE INSERTED OR AS NOTED L--17 PLANTING PLAN - - - COPPER TYPE K'SERVICE LINE , NOTE: VA vtNE ^, DRIVE CONTRACTOR TO USF VAN NO7.7I.FS AS FIELD CONDITIONS RFQUTRF TO PROVIDE FULL COVERAGE AND ALLOW NO OVERSPRAY. CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLERS HEADS REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION REFER TO MAN'LIFACTURFRS LITFRATURF. _ � -� CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID rGARCIA DRIVE -� F7 QA I , I/ _ OVERSPRAY AND INSUREE,FULL COVERAGE. V ,4 THE 8'SPRAY HEADS MAY BE SUBSTITUTED WTTH I O'NOZZLES AS REQUIRED IN THE FIELD. I ANY HEADS THE NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN 0 WILL REQUIRE RAINBIRD PCS SCREENS. SHEET INDEX KEY M A P „ 0 0 0 „ m 1 !j4 I ,u !/4 !j " !j " " 1" 1" !/ " !/ ', O --. - - - - 4 a 0 4 0�-0 0 0 0 4 a 4 ____ ____ ___ _ _______ lu uL_ , n ,1,41,4DESCRIPTION OF REVISION DATE CITY � n APPROVED: ''4" ''` ' '4 ''` ''` '� CITY 0F RANCHO CUCAMONGA 11/2" Ill EAST AVENUE 3, ,4' FOOTH I LLS MEADOWS TRACT 15711 1 % " VIA VEN ETO DRIVE ,41(0 32 x,18 23 IRRIGATION PLAN 1 '/2 II 15�m 1 " 1134 \y4DSCAP APPROVED BY - - DATE 1 q CITY ENGINEER RCE NO 24953 i 2 ? DESIGN RECO M DED ' m LDA ASSOCIATES, INC. w w , � n LDA LANDSCAPE ARCHITECTS -_ ` 12/31%01 EXP.�A � * DRAWN ENVIRONMENTAL PLANNERS SHEET LDA 23276 SOUTH POINTE DRIVE, SUITE 215 20 qlF OF CAt\F�� 0 20 40' CHECKED If11434 LAGUNA HILLS, CALIFORNIA 9 434 DRAWING O NO. CALIFORNIA LICENSE 434 NEVADA LICENSE / 256 DML (949) 454-9440 FAX (949) 454-0287 1 9 ;!> _ L 34036/RGP-3A 01-16-97 PROJECT SHEET 3a OF 7 i HI-POP S" ISH BAY S° CITY PRESSURE CALCULATIONS. 1/4' ABdVE FINISH GRADE �-� � �u�H CONNECTOR OR EQUALnNISH GRADE ROUND PLASTIC VALVE sox t WATER METER # 1 SIZE 2ENOUGH " WIRE SERVICE r TUT- COVER ETCHED �RRKYTKk/ GATE' E ��E / / (CARSON OR EQUAL) ELEVATION 1228' MACL8- ABOVE GRADE) STATIC PRESSURE HIGH 79.24 SLOCXL40_ BOX COVER OP ETCHEDITH''S.B.' - - j--' � n � GRADE SOURCE OF INFORMATION MR. RICHARD ONXACA 1Z � 11� PHONE NUMBER C.C.W.D.(909) 987-2591 N AL,Jt,�{ F�oM - T IIS AT 98MK IN WN AREAS WVE - 1 Q WITH DATE OF INFORMATION 11/12/00 //22 3 IN PLLNlTER BEDS N��`d. _ STAIIILESS STEEL HANDLE ~ t OR LAM" WITH CLEW SACK - SEE TE VALVE OR S 2�-OPERA fILL MR SPECSFOR MATERAL X, COATED N.G.L. MEAN ELEVATION 1411 ' n I I BOX COMPACTION REQUIRED R _ VALVE 1r X 16' ONI PLASTIC METER NONPRESSURE LATERAL UNE: WATER METER ELEVATION 1228' 0.433 79.24 N 80X, CARSON OR EQUAL SCH. 40 SNAKE PIPE IN o L TRENCH 3- 3- PRESSURE SUPPLY UNE: REMOTE CONTROL VALVE(A18-33)(B 1 1 -39) SIZES 1-1/2" SCH. 40/CL. 315 SNAKE MAXIMUM DEMAND 40 G.P.M. 33/39 - PIPE IN TRENCH ELEV. OF HIGHEST HEAD 1241 ' �t __----__ PSI ANARLDt B? STREET Ell SCH 40 PVC - ,� CONTROL WIRES � BUNDLE - l s� .>,•�f PRESSURE ® R.C.V. � �M� ELL �'T rr � I AND TAPE AT 15O.C. AND NON-PRESSURE MARLEX BO' SI ELL »hr U , t„ 1 _ , ; _ INSTALL ADJACENT To QTY. SIZE ITEM PSI LOSS LATERAL FITTING _ - PRESSURE SUPPLY LINE L NON-PRESSURE LATERAL LINE SC1N so PVC NIPPLE _ I ( - Z24VOLT WIRES. TAPED AND TYPICAL (2) PLACES I 6' TYP. I- PROVIDE 6' MIN. OF SAND I - 1 2 WATER METER 4.9 BUNDLED AT 15 FT. INTERVALS ANTI-DRAIN VALVE AS REQUIRED BEDDING AND SHADDING 1 2" R.P. BACKFLOW DEVICE 12.0 2 Fr. PEA SSIMAocREGAT>= R \ 314' WASHED BASE CRLISNNED 10 2-1/2" GATE VALVES 1 .90 1. LOCATE HEAD 2 10 r FROM WALKS. CUIM. HARDy(•,,IPM VOW NOTES: 1 1-1/2" MASTER VALVES FLOW SENSORS 2.90 2. USE TEFIMN AND EDGES of LAWN. ��AM I. PLACE AGDREGATE PR10R TO NdSTAL ATION OF VALVE BOX --- Y-- PRESSURE REG. ) ------ 3- INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. PIGTAIL AND LOOP CONTROL WIRE AT a CHANGES IN OMRECTiON. 3. INSTALL VA2. INSTALL LVES IN PLANT BEDS WHERVALVES A MIN. OF E EVER POSSOLE NEXT TO S' FROM STRUCTURES OR ING. (FALL OFF COt�IPETNSATING FEATURE AS PER THE IRRIGATIONPLAN. 2. PRESSURE SUPPLY SINE: 2 1/2' AND SMALLER 16' ANN. DEPTH 4. PLACE VALVE BOX AT R04T ANGLES O STRUCTURES OR HAROSCAPING. 2730 2-1/2" MAIN LINE 5.18 s. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 390' 2" MAIN LINE 1 .98 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3' AND LARGER 24' MIN. OEM S. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. 1-1/2" REMOTE CONTROL VALVE ASSEMBLY 3.0 3.2 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 3/4" LATERAL LINE LOSS (70' 1 .99)(90' 2.56) VALVE ""�"�""" 1 " LATERAL LINE LOSS (40' .73)(60' 1 .98) 24 VOLT SPLICE BOX HI-POP SHRUB SPRAY 9TYPICAL TRENCHING cma.n, - 540 539 _ 532 _ - 3" or smaller 518 1 -1/4" LATERAL LINE LOSS (20' .20)(15' .15) Rpt M u1t wrN tTM4bN !KC>hfJl[M roR 1lIRUC wx4+a OOktt!-ttgM aT 1 Q 1 an Oib[Q M UK wTM stmw.p >�dn4PR roll Kwx wmm amorrox"m � � Mn WN =NOW IriCVr-#TOW 1011 RAUQ 1MOM OOINFrOu TgM CCTV Emor" 1R� .r, v�Tc MK wrN srke•le roor�c..noMa roll nlKx wa oarrw.�crnll t40.� sm 1 � 1 ..u.��, sctT 1 0► 1 , 94ffT1 or , 1 -1/2" LATERAL LINE LOSS N/A N/A 2" LATERAL LINE LOSS (10' .09)(30' .28) FITTING LOSS (10%) 4.50 13' ELEVATION CHANGE 5.63 POP-UP TURF HEAD BODY SET TO seN Bo PVC uNNXNNN 1/4- ABOVE FINISH GRADE 17' ELEVATION CHANGE -7.36 = /7 ROUND PLASTIC Vttw Int • FINISH GRADE PLASTIC VALVE BOX t COVER: STRUCTURE OR 1 rnoc�n�x R ODUCT R- ETCHED •x' (CARSON OR EQUAL) IARDSCAMNC TOTAL SYSTEM LOSSES: 47.82 s star* FINISH GRADE PRESSURE TO OPERATE HEAD: 20 g nN+se alt"nc ttur REAS *dlfEsX'ir �tBtL.o AT GRACIE IN LAWN A1A TOTAL PRESSURE REQUIRED: 67.82 ReseTTooR Olt EQUAL LOWEST STATIC PRESSURE AVAILABLE: 79.24 ": '`�` PRE-SET REGULATED PRESSURE (IF REQUIRED): _ StAOK 1.:•w LO TAIL e)4" LOOM RESIDUAL WATER PRESSURE: +11 .42 wR!QA I ON CORTROCL[R LOOP BlIM:4• LOMW _ _ I T L ► PL.AITIC VALVE BOR IOM CARIOn WA 110001" ALL 33 ONP QUICK 1 §OUAL.1 WM MASTIC sma..M WM C0N0 W" ,� , CCORUPUNG VALVE CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20 PSI LOGCIAR LPI PND AT EVE IN II ��`�' bw ss� � SCH 60 PVC NIPPLE RUBBER TMIP AREAS AND r AI+JVE IN CU (�M I'm TO BAoVLUM PLAKT t[O. (MINIMUM 2- LONG) STAINLESS STEEL r r SCREAM CLAMP ON TAMC E7lrAlIBMDM LOOP OAK-24• LONO3 MMM.IIUM (3) PLACES '` " �. spl BO NIPPLE - 6' LONG 3wIC SCH 40 PVC /�� WASHED - T X T BO' ELL p 3/4-CRUIE 3 14 AGGREGATE BATE •l. i r :Y• SLUE " ; MAM-EX 90• STREET ELL ea>p MASTER OOMTIIOL SM 40 BRASS NIPPLE ` Bust VALVE SCH 40 BRASS NIPPLE - I Law MARLEX W ELL 24' LONG � N� NON-PRESSURE IM TE II ASE dltlSWEO tiMRT7R tNYR! p1 MOM am LATERAL FITTING 7E S At PLOW W. IM0' NON-PRESSURE LATERAL LINE SCH 40 BRASS W ELL OWAIIOE OQWN4PTNIMIr OF SCH s0 PVC BLY NOTES: UNNITt'o'¢'>i•TEt1 PO'E tax Ot'!�TtR NOTE: STREET ELL SCH 40 BRASS 97 1. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURE! OR HAROSCApM. OF FLOV IINTTNR Om 1. LOCATE HEAD r TOGO FROM WALKS. CURBS. FMRDSCAPI NC, MOI/ STRIPS. PRESSURE SUPPLY STREET ELL 2. INSTALL VALVES IN PLANT BEDS WHERE EVER Pbs5t8LE NEXT O SKXWALKS. MMPPM DISTAUM UP T OMAN OF AND EDGES Of LAWN. UNE FITTING 3. PLAICE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPLNG. UNWIFs�sTtDs POW CIOX OLANIPTER 4 REB4R STAKE PRESSURE SUPPLY LITE (24' LONG) 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. OI rww atm we 2. USE TEFLON TAPE ON ALL MALE THREADS S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER ANO VALVE NUMBER. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. I%a DETAIL- C'svv I" NOTE: 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 1. PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA mCITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA AI�VL• .T"KNp RNI �vn M PRESSURE REGULATOR VALVE FLOW METER INSTALLATION � >M °TM`°'m " "�'�"`"° �' QUICK COUPLING VALVE STANDARDCIT 519 _ 510 POP-UP TURF SPRAY HsAD 537 FOR ALL, TURF AREAS 538 LEL� " M YR[ .R'TM All A 1 ATY1M. no RJRl1C R'OwR1 OOM7*RJfi%M� >.� 11► I Cf7V DG1KfR M YK wTN lTAIIDARO vvc'xAT'ow NOR /VRUC w n Odelm-ro0M CITY O CIT' OIGDIttR '- ..- � L WCL 14/i,!- SETT 1 nr t Act -14*1F6- M LAK wTN >rr"rnA4t! rccs,cr�crn roR n,ruc soRla s[rT 1 rr 1 �t-t411EL °" uu wni a�rn.,o smc.+c*ncnw /a ru.cle win eewlaM ycn 1 or 1 To LER - ANGLE 3 O 24' PROMO a »-2ass ,iSTAND ALONE CONTROLLER WITH ANTENNA SPECIFIED FIED DEPTH WITH 45• ELLS �� PREVE7NTER SCH 40 PVC MALE ABAPTOR INSTALL WO w STRONG BOX ASSEMBLY MOOEL SIM 48 ALVMINUII ENCLOSURL! ALIT 1 AMTl/ttA PORE SCH Bo PVC UNION '�NAp_TTTE' wA_T�RPM)OF --- (NIP) NIPPLE - TYPK;M BR/lSS OR PVC NIPPLE ONHNEC R1 ooRR EQUAL r----------- - _ --- 4 PLACES 061r9�x or boLooATrO �,NDSCAp ELECTRIC CONTROL VALVE �-a "4 U LATtw_ , rwroscAPnNo(sEE NOTE 4) u NOTE NBTALLAT01c�LOCATK111 OOiI►"0u OAWLe O L I I NCLOSUIM TO tE 0FWUN00 PER PIR or" AIR CALN1P A MARKEDS VALVE 'R O,ATTIIOXN RCir Ili�yT L>6 6, of I , LOCAL ODOE. tNGAROO TO 0Sl1 OBN BLORM fiT A T►V< CARSON OR EQUAL) SACK*1 l.&A.!• ( N 'PLS �,�! , _ - M0. PM PLA G , �/� D .1 = ED WITH CONTROLLER I I '' THICK X 12' wroE - - I/•lSb�l-1- �A'L•�!!M'�' :r W //'E//, I AND VALVE SEQUENCE n 1 ` / 1 1NCRETE LENGIIN CAL/ KARB 12/31 j01"EXPEO'TV '{,) ►�• ¢_ �' FINISH GRADE BRASS WT'S STRAINER I '� Sf'E ACTURER) - - --- �--"� ' LOPE DRAIN AT M{NIMUM G I I I I O FINISH s VOLT 211111PLaxLNT I110N1 -• Z-O r7 MONElO°sc MESH =° >< I �_ - ii i i r-r x r-r x r aoNaAETIt �`� CAL40* 6* r*-) 12 1. SIDEWALK UNION -IN13H GRADE IN. IN I I �orrlo MSTLLL L A NIRYUII OF evrar q�F SENSOR REQUURE -I-PVC IRED FOR = CLEAN 94CKFU - SEE 1. f y I i * L TW TO DRAW AAT MMII SO�AND IM OF 21L ►oN F CAL er •i: WHERE + " :�(.•,. ti.ti I: 1Do�tP, PIPE THROUICHSPECS. FOR MATERIAL REOUIRED 4 ' CONCRETE PAD BOX COMPACTION REOVIRED 10 3' PIC TAIL EXPANSION NIPPLE - TYPICAL + SAND - WAST N IFJ�►I-�- PitoB LOOP (MIN. 24- LONG) FROM WATER SOURC - (2) PI.ACE3 er 40WIPv P r �-r _ SCH 40 P'VC MALE _ ANG ASND MON. OF DESCRIPTION OF REVISION DATE CITY c Boz COMPACTION ADAPTOR Comm (PTR LOCx� BO' SWEEP ELL APPROVED. FLOW � BRASS ANGLE . TT1 110 VOLT MAR[ M 10010 6' �IG1pC io 3 VALVE 3w/NUISHED REQUIRED ++1 To PolrtTA Sla or (TYP.) ll _ _ L-°s`�E MOUNTCITY OF RANCHO CUCAMONGA r SHED AGGREGATE TO MEMf- , ANY 1 ANTENNA PORT ErOk1' '6 >, � *` + I TO SYSTEMS - -_ CONTROL WMtE SLEEVE - PH=NE EUTY WC FOR s RESISTaLlrtr s01c rNSTAu na++/LocAnoN MBT7<fl SCH w PVC NIPPLE r SIZE PER PIAN INS1ALL UCIrT C01rTROl As REQUIRED PEA I n r[11 CITY AIrO C.�L.CDtsE RN7. t MTAIL OOMTAOLtA PWI1 rB /11NITBe BMT11gOT10MW Nue PER tAOAL CONCRETE THRUST BLOCK BOW - ADJACENT TO PRESSURE P� ® I I 000tt. LOC11TWOL TO PO A/P'IY+bep M PIMA BY THE CUA PER L OR FOOTHILL MEADOWS • - SUPPLY UNE CONTROL ! COMMON WIRES PER CCWD STANDARDS TYPICAL (4) PLACES -1 PIrOA TO COTRIICT°OIL . . . . . . . . . . . . . . . . . . . . . . . . . _,. : PIPE ANO RELATED FTTTiNCS SHALL 8E PER 1 IL EIiCTRIC METl7t PIER !C[ COG CONTRACTOR COUNTY WATER DISTRICT STPRiO R TO - - - -' PRESSURE SUPPLY UNE r�C � L i ( ` « OFOONI _ r 00101PIPP"MO TO TM � B t IRRIGATION D ETA I L S CONTRACTOR SHALL VERIFY WITH CCWO PRIOR TO TTT SLEEVE - SIZE TWICE Km TO cmrrmum , 1 CONSTRUCTION. "P"�" M.u0wI L J B. Intl Old EXTRA WIRE K10LOR ORAI1W TO PARTHMT BCV OK EACH r NOTES: � DIMNETER OF PRESSURE -I I SUPPLY UNE BRAMC�I OF THE W DRAIN FOR PVTUM flee. N?TAII BARN ONAMM r A 1. INSTAR PER LOCAL CODES. �.j 6� TIM RREEO(M PEVA L i VM AT TM s11r1LN1f1.POIL SCH 40PYPYCC SXSXT TEE 2. STRUCTURES OR HiQtDSEOUIPMENT TO BE �NG. A MINIMUM OF 24' FROM ANY I PLO& FINISH NONPRESSURE LATERAL GRACIE I' OROUtND 1100 41 COMM T TO BE WWI AIR OOMTBOL Mt TO M WI>t M OOLOX PRESStURE SUPPLY UNE 3. MIEN UNIT IS NEXT O A STRUCTURE (IE UCTAJ, BUISIDE. ETC) LINE SLEEVE - SIZE TWICE r JM 40 0011otIR I I I I I I I el Ko WP1LIp BNALL M OIADe BNtT OON1T*ananl AND lltlwoTl< NOTES: � MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. �: DIAMETER OF NON-PRESSURE Gd LATERAL UNE �Twx VAL APPROVED BY r DATE./��`� I. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HAROSCARNG. 4. ORIENT UNIT PARALLEL O STREET. 1. ALL SLEEVES TO BE SCH 40 PVC. F Rw+ u0►R YIN. InEEL �� ( RK10 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT To SIDEWALKS. 5. SCREEN UNIT WIN SHRUBS WHENEVER POSS18LE. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCJiPINo AT BOTH ENDS. fi IODNDLXT a AItT i A„T>eltul PORT To Flt ex1�POno To enITAL TstllNe RAaIo CITY ENGINEER RCE N 0 2 4$5 3 3. PLACE VALVE BOX AT RICHT ANGLES O STRUCTURES OR HAROSCAPtNG. 6. DWLETIC FTTTINGS ARE REQUIRED FOR CONNECTIONS OF 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. IDI /JO M OP"ANII TO TM Cay YAW* CPWTRAL COtw'VTIR �: 4. PLACE ADGRE'TIC I ENTIFI O INSTALLATION OF VALVE BOX OtSIWILAR METALS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE O TRAFFIC LOADS REFER TO CITY S'YNTEIK PRION TO ACC»TANtN_ s• ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND - DESIGN R E C 0 M M D E D 7. VALVE PER STD. s18 REQUIRED BEFORE BACKFLOW PREVENTER STD. N0. 120 s24 MIN. TO 3d MAX DEPTH TO TOP OF PIPE BELOW 7. ALL eLECT111CAL OIVNLU twist et PWIi LOCAL Coca L1� LDA ASSOCIATES, INC. VALVE NUMBER WHEN ANNUL 13 J' OR LARGER. STRUCTURAL SECTION). __. `: CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA LANDSCAPt ARCHITECTS DRAWN RNVIRONMENTAL PLANNlRS SHEET "' REMOTE CONTROL VALVE WITH ""°"� ^�"' ""�"" '" REDUCED PRESSURE ^"�'�° ti"11 "'"�"" '" ^'��' � "'�"'`° '^ CONTROLLER ENCLOSURE 1TMi1""' ^"" "'"'c"" °" CONTROLLER ASSEMBLY °`""'"1'1'"l" LD�. 23n6 L30UTFN POINTE[INuve,SUITE 2D7 L: 2 TYPICAL SLEEVING _ OF 2� SHUT-OFF VALVE UNION 520 BACKFLOW PREVENTER 517 633 - TYPE A 622 INSTALLATION - TYPE A 524 uNaIINrA wus cALIFORIrIA *MSS-1434 crrr oerwcrw r�Tc UK wrx nweuw� 11ct+nG+ne.�. ►OR anut raw oolwrTw Krtdl aTr DGt�[R Yl[ wN n 3Pt(wxA,ad row HAUS row 1� LAK wrN VNWw" W'VwWTW*M Tal PAl4 r00-t oOle►WrnC+ CALIFORNIA LICENSE 0 1454 IKtt 1 or 1 R.CL T4flST OdM'fitfli!'rfOM slm 101 ! �O1QD[IR M uRe R1rM fTAM),!M aec►le•Tlas MR nr,ue !D� o�1m'eT1oM fltTt 1 F: t whet Ol�iv► �' LAR[wrN !R vtvneaTxwR 1011 Puke Vona OOMlTRGw;1101t IICLt 1 � t CITY O+ca►ta __ .. seri 1 � l CHECKED DRAWING NO. -L4t -14 Rcl _11-1� NEVADA LICENSE f 250 D til l_ (949)454-0440 - FAX(049)454-0287 1 cc q 3 - L 34036/RGP-3A 02-24-97 FR,OJ Eci' S g E ET A oF_1-2_ i LIMIT OF OR -zz O • • DIE VEG 9 PAR TRI 28 ♦ �5 G—AL 5 GAL • ♦ YO PAR 30 SEE sCONSTRUCTION PLAN • O 1 GAL L-7 IRRIGATION PLAN � ♦ ♦ L-13 PLANTING PLAN < ♦ ♦ ♦ AN MON 13 I-CANG ON 3 FES OVI 360 < NA �hN!'G R:VE w w • 1 GAL 1 GAL __ __ z ♦ ♦ O ACA RED 9 ACA RED 8 AN MON 3 W z • • AN MON---,7 5 GAL 5 GAL 1 GAL ♦ • /-X—YL CON 9 1 GAL AN MON 3 3 GARCA DR'v` Q 5 GAL IT TOB 16 1 AL LI M I OF WORK 0 • w • �:•• • • YL CON 12 ♦ •• • • 5 GAL m • _ w SHEET INDEX KEY MAP Q • • • LLJ w ♦ � e Li Q O w - - -- - W Q � 1 GAL B 56 DIE VEG 6 FES OVI 162 LA ACE 8 �A ACE 1 = 1 GAL 15 GAL 24 BOX DIE VEG 5 U = 5 GAL 5 GAL U FES OVI 364 I- 1 GAL Q LA ACE 2 GARCIA DRIVE 24" BOX I FES OVI 304 LA TOUR COURT VEG 38 MARGAUX PLACE 1 GAL AN MON 8 DIE AN MON---,3 PAR TRI 8 ACA RED 4 1 GAL FES OVI 48 5 GAL 1 GAL 5 GAL 5 GAL 1 GAL PAR TRI 11 FES OVI 4 4 N: AN MON 2 X 5 G ON 9 5 GAL 1GAL = AN MON 41 GAL AN MON LIMIT E WORK �A� �- 15 GAL 3 8 _ 1 0 1 GAL F— • • • ♦ w W w • • _�. - ♦ ° ° o 0 0 0 0 0 0 • • ♦ • e B U ' m Q Q _ w __j • • ♦ ♦ ♦ ♦ ♦ • • ♦ ♦ ♦ ♦ • ♦ ♦ ♦ ♦ • • • I cn w El- qr (f) p� - PIT TOB 14 3 w Q m ACA RED 4 \�2 `F` CIN CAM 4 GAL CIN CAM 3 w Z Q DIE VEG 13 LA ACE 4 5 GAL \� 15 GAL 15 GALPoo L Li< U 5 GAL 15 GAL DIE VEG 19 = z XYL CON 12 10 GAL LR 22 FES OVI 904 GARCIA DRIVE 5 GAL YO PAR 20 FES OVI 520 1 GAL 1 GAL u PLA ACE 1 5 GAL 1 GAL Q U Q ■ �p,NDS�gp� PLANT LEGENDcD r SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS QTY `l'cl� " SI NATURE � TREES 12/31/01 EXP.DATE GROUND COVERS & VINES ,rj 12,•13-00 Nr v 0 30' O.C. EUC CAM EUCALYPTUS CAMALDULENSIS RED GUM 5 GAL. STAKE FLAT 0 20' O.C. PYR CAL PYRUS CALLERYANA BRADFORD PEAR 15 GAL STAKE FLAT 0 • qrF OF CAL�E�� CON. DET 502 'BRADFORD' CON. DET 502 O LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL 6'-0" O.C. 54 STAKE SLOPE CON. DET 505 �_ ® FES OVI FESTUCA OVINA 'GLAUCA' SHEEP FESCUE 1 GAL. 12" O.C. 3,532 • 30' O.C. CIN CAM CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL STAKE FLAT 7 / \ CON. DET 502 • 20' O.C. LAG IND LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL STAKE FLAT 0 / STAKE SLOPE v PAR TRI PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 15' O.C. TRAIN TO 47 DESCRIPTION OF REVISION DATE CITY / 'CATAWBA' CON. DET 502 CON. DET 505 WALL SELF ATTACHING APPROVED: STAKE SLOPE FOR COBBLE PAVED AREA, BOULDERS, MOWSTRIP, ETC. SEE SHEET L-2 CON. DET 505 ► 30' O.C. SOPH JAP SOPHORA JAPONICA JAPANESE PAGODA 15 GAL STAKE FLAT 0 5,692 S.F. CON. DET 502 CITY OF RANCHO C U C A M O N C A STAKE SLOPE CON. DET 505 SHRUBS r NOTE: FOOTHILL MEADOWS TRACT 15711 + ACA RED ACACIA REDOLENS ACACIA 5 GAL. 8'-0" O.C. 25 IF SIZE OF PLANTING SPACE VARIES, CONTRACTOR SHALL ADD OR DELETE GARCIA DRIVE (WEST PORTION) 0 30' O.C. MAG GRA MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 15 GAL STAKE FLAT 0 PLANTS AS REOUIREO, TO FILL PLANTING SPACE. CON. DET 502 DIE VEG DIETES VEGETA FORTNIGHT LILY 5 GAL 5'-0" O.C. 90 STAKE SLOPE CON. DET 505 L N I N We ESC FRA ESCALLONIA FRADESII ESCALLONIA 5 GAL 3'-0' O.C. 0 SPeCI@S UOfltit size • • • HEM HYB HEMEROCALLIS HYBRID DAY LILY - ORANGE 1 GAL 2'-0" O.C. 56 APPROVED BY DAT E,��-"-G" 10. 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 15 GAL CONK EETAT 15 ♦ CITY ENGINEER RCE N 0 249 53 C� MYO PAR MYOPORUM PARVIFOLIUM NCN 1 GAL. 6'-0" O.C. 74 NOTE: 'PUTAH CREEK' AND CONDRATRACTOR MAINTAINSEWER MS PER,CDIS SNE BETWEEN DETAILTREE PLANTING DESIGN 501. DA LDA ASSOCIATES, INC. RE DED 0 o PIT TOB PITTOSPORUM TOBIRA MOCK ORANGE 5 GAL 6'-0" O.C. 30 LANDSCAPE ARCHITECTS -- - 'VARIEGATA' DRAWN ENVIRONMENTAL PLANNERS SHEET 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 24"BOX MULTI-TRUNK 4 mom •• STAKE FLAT00 XYL CON XYLOSMA CONGESTUM COMPACT XYLOSMA 5 GAL 8'-0" O.C. 21 LDA 23276 SOUTH POINTE DRIVE, SUITE 215 L- 13 or 20 CON. DET 502 COMPACTA LAGUNA HILLS, CALIFORNIA 92653-1434 Wow CHECKED CALIFORNIA LICENSE 111 1434 DRAWING NO. 20 40' NEVADA LICENSE * 256 DML (949) 454-9440 FAX (949) 454-0287 f(PQ 2^� 34036/RGP-3A J 01-16-97 PROJECT SHEET OF 1-7 i FES OVI 432 / FES OVI 4 J/ 1 GAL LA ACE 1 1 GAL XYL CON---,B 24" BOX 5 GAL DIE VEG 7 FES OVI 268 MitLER AVENUE PAR TRI 8 LA ACE , LIMIT 0 E WORK 5 GAL 1 GAL ( SEE SHEETS: 5 GAL 24" BOX DIE VEG 5 �— ______ XYL CON 12 AN MON 4 ♦ L-3 CONSTRUCTION PLAN - L-B IRRIGATION PLAN 5 GAL ' 5 GAL PAR TRI 10 AN G ON 3 1 GAL � L-14 PLANTING PLAN - - z w 0 0 5 GAL 0 0 0 0 0 o r , o J - �� 'A VE NE '0 DRIVE _ 0 _ . � c _ ♦ , r lJJ Ld W o 0 0 - Z c r n • - _ - _. G ♦ ♦ ♦ g G ♦ O GAROA DRIVE V I ._ _ _ _ _ ♦ - -- Q _ J1 LLJ - L� DIE VEG 8 �(YL CON 14 ID � 5 GAL 5 GAL AN MON 7 LA ACE 4 ACA RED 3 D5 GAG 14 _ 15 GAL 1 GAL AN MON---,2 v SHEET INDEX KEY MAP m DIE VEG 6 �qL 1 GAL LL] LAL PIT TOB 13 W z CIN CAM 1LA ACE 3 _ �AL CIN CAM 2 15 GAL � z 15 GAL AN MON 15 GAL J YO PAR 6 1 GAL GARCIA DRIVE 1 GAL YO PAR 8 = U 1 GAL rJ ~ FES OVI 340 FES OVI 372 t— < 1 GAL 1 GAL PLANT LEGEND SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS QTY TREES —�` GROUND COVERS & VINES O 30' O.C. EUC CAM EUCALYPTUS CAMALOULENSIS RED GUM 5 GAL. STAKE FLAT 0 I 20' O.C. PYR CAL PYRUS CALLERYANA BRADFORD PEAR 15 GAL STAKE FLAT 0 CON. DET 502 J BRADFORD' CON. DET 502 O LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL 6'-0' O.C. 39 STAKE SLOPE �/ 6'-0" O.C. CON. DET 505 ® FES OVI FESTUCA OVINA 'GLAUCA' SHEEP FESCUE 1 GAL. 12" O.C. 3,984 %, ■ 30' O.C. CIN CAM CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL STAKE FLAT 9 \ CON. DET 502 • 20' O.C. LAG IND LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL STAKE FLAT 0 STAKE SLOPE v PAR TRI PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL 15' O.C. TRAIN TO 34 'CATAWBA' CON. DET 502 CON. DET 505 WALL SELF ATTACHING STAKE SLOPE FOR COBBLE PAVED AREA, BOULDERS, MOWSTRIP, ETC. SEE SHEET L-3 CON. DET 505 5,656 S.F. ► 30' O.C. SOPH JAP SOPHORA JAPONICA JAPANESE PAGODA 15 GAL STAKE FLAT 0 CON. DET 502 STAKE SLOPE CON. DET 505 SHRUBS 0 ACA RED ACACIA REDOLENS ACACIA 5 GAL. 8'-0" O.C. 7 NOTE: 0 30' O.C. MAG GRA MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 15 GAL STAKE FLAT 0 IF SIZE OF PLANTING SPACE VARIES, CONTRACTOR SHALL ADD OR DELETE CON. DET 502 PLANTS AS REQUIRED, TO FILL PLANTING SPACE. STAKE SLOPE w DIE VEG DIETES VEGETA FORTNIGHT LILY 5 GAL 5'-0" O.C. 102 CON. DET 505 �® ESC FRA ESCALLONIA FRADESiI ESCALLONIA 5 GAL 3'-O" O.C. 0 • • • HEM HYB HEMEROCALLIS HYBRID DAY LILY - ORANGE 1 GAL 2'-0" O.C. 0 species u0ntit ► 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 15 GAL STAKE FLAT 11 Size CON. DET 502 O MYO PAR MYOPORUM PARVIFOLIUM NCN 1 GAL, 6'-0" O.C. 37 PUTAH CREEK' NOTE: 0 o 'VARIEGATA' AND DRAIN AND SEWER LINES PER CITY STANDARD DETAIL NO. 501.PIT TCe PITTOSPORUM TOBIRA MOCK ORANGE 5 GAL 6'-0" O.C. 24 CONTRACTOR TO MAINTAIN MIN. 10' DISTANCE BETWEEN TREE PLANTING • 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 24"BOX MULTI-TRUNK 3 •• STAKE FLATXYL CON XYLOSMA CONGESTUM COMPACT XYLOSMA 5 GAL 8'-0" O.C. 47 . • CON. DET 502 COMPACTA FES OVI 304 PAR TRI 5 FILIPPI 5 GAL FES OVI 228 1 GAL O U R TDIE VEG 7 0 1 GAL AT I SEE S EET L�- 15 R H EI N ANG ON 8CY5 CON 9v_ls �PNDSCA O � OURT AN MON 4 �— DIE VEG 15 1 A DIE VEG 16 L LqV, ' GAL 5 G A L o,`� , �y �— 5 GAL q' DIE VEG_ 13 AR TRI 11 —� LA ACE 3 sEcAnRE �+ 5 GAL AN MON 3 15 GAL A • • B LJ 12/31/01 EXP.DATF �� 1 GAL � 5 GAL �_ • B B U s TOB 11 - - w �qT �2-l3.OJ P IT • • • 5 G A L U Q DF rw_O IOC • • LA ACE 1IA O — o 0 0 0 + O e c e' • • • ♦ • AN MON 3 15 GAL 1 GAL /-F i — © B — t • ES OVI 204 — CIN CAM 4 L DESCRIPTION OF REVISION DATE CITY _ — 1 GAAPPROVED: • 15 GAL • • ♦ ♦ � • LA ACE 1 4 / 4" B 2OX CITY OF RANCHO CUCAMONGA Q 5 GAL � �- 10G AR 14 0 �� DRIVE FOOTHILL MEADOWS TR 1571 1 FES OVI 680 ACA RED 4 G P 1f\016 G lx_ 5 GAL F SGA GARCIA DRIVE (EAST PORTION) _z J CIN CAM 2 PLANTING PLAN 15 GALU DIE VEG 11 YO PAR 9 5 GAL APPROVED BY - DATE, (— 1 GAL CITY ENGINEER RCE NO 24953 Q DESIGN RECO DED LDA LDA ASSOCIATES, INC. LANDSCAPE ARCHITECTS DRAWN ENVIRONMENTAL PLANNERS SHEET 23276 SOUTH POINTE DRIVE, SUITE 215 LDA LAGUNA HILLS, CALIFORNIA 92653-1434 L— 1 4 OF 19 FORNIA 0 20' 40' CHECKED CANIC NEVADA LIENSEE�#25634 DRAWING NO. DML (949) 454-9440 FAX (949) 454-0287 1 / _L J_3��Q .3 I , 34036/RGP-3A 01-16-97 SHEET OF� LAMBRUSCO STREET FES OVI 464 1 AL AN MON 3 1 GAL DIE VEG 23 PIT TOB 1 J PAR TRI 15 5 GAL 5 GAL �� 5 GAL YO PAR 6 AN MON 11 PAR TRI 1 Cp 1 GAL • 1 GAL 5 GAL SOP JAP 5 MIT OF WORK 15 GAL FES OVI 116 PIT TOB 6 PIT TOB 2 PIT TOB 6 1 GAL 5GAL 5 GAL TOB 2 5 GAL • FES OV 472 5 GAL 1 GA DIE VEG 7 DIE VEG o ►r • • • 5GAL 5 GAL ° ° • • LAA 2 ° ° 0 24" X — �U + • • SOP JAP 1 C3 AN MON 2 ° ° • • • • • 15 GAL 1 GAL CIN CAM 4 DOL ETTO PLAC w DIE VEG 3 ei -- --- - - - - (3, 15 GAL YO PAR 18 PAR TRI 2 5 GAL FES OVI 576 GAL 5 GAL 1 GAL 4 SA 15 GAL PIT TOB 2 AN MON 2 5 GA; 1 GAL YO PAR 13 SOP JAP 1 15 GAL 1 GAL LLJ • AN MON 2 DOLCETT ACE 8 1 GAL DIE VEG 9 DIE VEG 5 GAL 5 GAL Li � z c 'o ° ~ PIT TOB 5 DIE VEG 7 PAR TRI 8 J o ° o • 7 � 5GAL 5 GAL 5GAL ' ° _ - J J WO K 1GAL 0R 10 DIE VEG 4 5 GAL FES 0 512 PIT TOB 7 PIT TOB 3 - 1 GAL 5 GAL 5 GAL FES OVI 584 DIE VEG 3 1 GAL 5GAL LA ACE 2 YO PAR 4 PAR TRI 9 24" BOX 1 GAL 5 GAL LA ACE 2 24" BO SOP JAP 4 15 GAL DIE VEG 3 5 GAL M LINE E, SEE SHEET L- 17 ES OVI 2 p � J 1 GAL � AN MON 2 � YO PAR 5 1 GAL LA ACE 1 W LJYO PAR 6 1 GAL = ° GAL O 24' BOX > 7 PIT TOB 7 SOF CD Q � 1 GAL DIE VEG 5 JAP 4 DIE VEG 5 15 GAL DIE�VEG6L� 5GAL � 5GAL� Q 01L� 5GAL PI T (� E T T� TOB 2 PAR TRI 3 YO PAR 7 5GAL IE VEG 4 � GAL 1 GAL FES OVI 336 P C Q PI5GAL � D 1 GAL AN MON 2L T TOB 4 _ W 1 GAL PIT TOB 4 DIE VEG 4 YO o z • • • • (!) 5 GAL 6 • - 5GAL° DIE VEG J W AL ♦ ------- 5GAL Z kMLLER AVENUE J ♦ - ♦ ♦ _0 _ ♦ PIT TOB 3 o SEE SHEETS: _ o � a ° 5 GAL . Lli p � L-4 CONSTRUCTION PLAN ♦ DIE VEG 6 > - L-9 IRRIGATION PLAN ♦ LA ACE 1 Z ♦ i • L-15 PLANTING PLAN • 5 GAL ° • 24 11BOX o Q ctvi � V) D NA--- - _ — VE NE'C DR:VE w t LA ACE 1 YO PAR , SOP JAP 8 FES OVI 192 DIE VEG 6 DIE PAR RGTRI 22 LI 0 24' BO 1 GAL 15 GAL 1 GAL 5 GAL T 1 5 GAL _ 5 GAL DIE VEG 6 OF WORK PAR TRI 5GAL >, ARCRIVE PLANT LEGEND SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS QTY TREES % — GROUND COVERS & VINES G 30' O.C. EUC CAM EUCALYPTUS CAMALDULENSIS RED GUM 5 GAL. STAKE FLAT 0 20' O.C. PYR CAL PYRUS CALLERYANA BRADFORD PEAR 15 GAL STAKE FLAT 0SHEET INDEX KEY M A P CON. DET 502 'BRADFORD' CON. DET 502 O LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL 6'-0" O.C. 25 STAKE SLOPE \\\ _ CON. DET 505 _ ® FES DNA FESTUCA OV1NA 'GLAUCA' SHEEP FESCUE 1 GAL. 12" O.C. 3,452 30' O.C. CIN CAM CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL STAKE FLAT 4 CITY CON. DET 502 DESCRIPTION OF REVISION DATE I 20' O.C. LAG IND LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL STAKE FLAT 0 / STAKE SLOPE v PAR TRI PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 15' O.C. TRAIN TO 71 APPROVED: i/ 'CATAWBA' CON. DET 502 CON. DET 505 WALL SELF ATTACHING STAKE SLOPE CITY OF RANCHO CUCAMONGA CON. DET 505 FOR COBBLE PAVED AREA, BOULDERS, MOWSTRIP, ETC. SEE SHEET L-4 ► 30' O.C. SOPH JAP SOPHORA JAPONICA JAPANESE PAGODA 15 GAL STAKE FLAT 27 6,052 S.F. CON. DET 502 STAKE SLOPE CON. DET 505 FOOTHILL MEADOWS TR 15711 SHRUBS NOTE: D 0 LC ETTO PLACE O ACA RED ACACIA REDOLENS ACACIA 5 GAL. 8'-0" O.C. 0 IF SIZE OF PLANTING SPACE VARIES, CONTRACTOR SHALL ADD OR DELETE 0 30' O.C. MAG GRA MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 15 GAL STAKE FLAT 0 PLANTS AS REQUIRED, TO FILL PLANTING SPACE. PLANTING PLAN CON. DET 502 STAKE SLOPE DIE VEG DIETES VEGETA FORTNIGHT LILY 5 GAL 5'-0" O.C. 103 CON. DET 505 \'p,NDSCgp �® ESC FRA ESCALLONIA FRADESII ESCALLONIA 5 GAL 3'-0" O.C. 0 Species UOfltlt �� ►EL L,y, 9,p APPROVED BY - DATES- V • • • HEM HYB HEMEROCALLIS HYBRID DAY LILY - ORANGE 1 GAL 2'-0" O.C. 0 SIZe �<v�� C'�_ CITY ENGINEER -- RCE NO 24953 ► 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 15 GAL CONK STAKE 0 i —� DESIGN RECOMMENDED O MYO PAR MYOPORUM PARVIFOLIUM NCN 1 GAL. 6'-0" O.C. 82 NOTE: � LDA ASSOCIATES, INC. 'PUTAH CREEK' CONTRACTOR TO MAINTAIN MIN. 10' DISTANCE BETWEEN TREE PLANTING IGNATURIE —+ LDA ,2/3,/oi EXP.DATE LANDSCAPE ARCHITECTS 0 o PIT TOB PITTOSPORUM TOBIRA MOCK ORANGE 5 GAL 6'-0" O.C. 54 AND DRAIN AND SEWER LINES PER CITY STANDARD DETAIL NO. 501. DRAWN ENVIRONMENTAL PLANNERS SHEET 'VARIEGATA' '1'r 'Z �� OV �Q' qT �a LDA 23276 SOUTH POINTE DRIVE, SUITE 215 L— 15 .017 1 9 �• PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 24'BOX MULTI-TRUNK 9 F FO LAGUNA HILLS, CALIFORNIA 92653-1434 30' O.C. CON, DET 50p • ► XYL CON XYLOSMA CONGESTUM COMPACT XYLOSMA 5GAL B'-0" O.C. 0 OF CALF CHECKED CALIFORNIA LICENSE / 1434 DRAWING N0. STAKE FLAT COMPACTA 0 20' 40' NEVADA LICENSE # 256 DML (949) 454-9440 FAX (949) 454-0287 34036/RGP- 10-21-98 SHEET —4-1 OF 17 LAMBRUSCO STREET FES OVI 1,487 1 AL AN MON 3 1 GAL DIE VEG 25 PIT TOB 1 J 5 GAL 5 GAL � O PAR TRI 15 0 5 GAL YO PAR 6 1 GAL AN GMON 8 PAL 5RGAR1 1 SOP JAP 5 Ml T OF ` oRK 15 GAL PIB 6 FES OVI 116 PIT TOB 9 PIT TO 2 T TOPIT TOB 2 CAL 5 GAL 5 GAL 0 0 5 GAL 0 FES OV 472 5 GAL 1 GA DIE VEG 7 DIE VEG 8 ° o 5 GAL 5 GAL ° o ♦ • pp o ° o o • • - PLA A 2 ° c 24" B X - - W AN MON 2 00 • • ♦ • ♦ + • • AP 1 m 1 GAL I Y7 CIN CAM 3 s 15 GAL DIE VEG 3 DOLCETTO PLAC 15 GAL E W C) PAR TRI 2 5 GAL GAL 4 SOPH JA � 5 PIT TOB 2 AN MON 2 15 GAL 5 GA; SOP JAP 1 1 GAL YO PAR 13 Ll- 15 GAL 1 GAL W AN MON 2 DOD"!ll lu PLACE _ 1 GAL IE VEG 9 D _ DIE VEG 5 GAL o ` o ♦ ` • • � 5 GAL Lij IT m 0 _ c ♦ •- _ 'o o �/ PIT TOB 5 DIE VEG 7 0 0 5 GAL 5 GAL PAR TRI 8 0 0 J C' ��/ �— K YO PAR 10 5 GAL T T W�� 1 GAL DIE VEG 4 IMI 5 GAL FES 0 512 PIT TOB 7 PIT TOB G 3 3 - 1 GAL 5 GAL 5 GAL �— FES OVI 584 D5 G 1 GAL LA ACE 2 YO PAR 4 PAR TRI 9 24" BO 1 GAL 5 GAL PLA ACE 2 24" BO SOP JAP 4 15 GAL DIE VEG 3 5 GAL LINE E, SEE SHEET L- 17 ES OVI p � 1 GAL L� Z Y AN MON 2 0 PAR 5 L1J 1 GAL YO PAR 6 � l� PLA ACE 1 L� 1 GAL L� 0 1 GAL 24 BO I 0 PIT TOB 7 �f) CD Q �DIE VEG 5 1 GAL DIE VEG 5 SOF JAP 4 15 GAL L� 0 5 GAL DIE VEG EG GA 6 i L � W D 0 PA YO PAR L CE 5 GAL R TRI 7 T PIT 3 TOB OB 2 � 5 GAL 1 GAL 5 GAL (n FES OVI P DIE 336 VEG 4 CE o PIT TOB 1 GAL 4 5 GA AN MON L c 2 PIT TOB 4 W 1 GAL 5 DIE VEG 4 GAL z YO PAR 6 • • ♦ • '' C� 5 GAL o 1� 1 GA • � DIE VEG L ♦ W J - 5 GAL 10 0 r MILLER AVENUE 0 0 ♦ ♦ ♦ — ♦ ~ PIT TOB 3 o o SEE SHEETS: 1 0 5 I GA 03 � o L ,. LLf 0 � L-4 CONSTRUCTION PLAN 7 L-9 IRRIGATION PLAN 5 G♦ ♦ ♦ DIE VEG 6 PLA ACE 1 L ♦ L-15 PLANTING PLAN <GAL o ♦ 24 BO Q � via vErvE7o DRIVE W � YO PA :� , SOP JAP 8 FES L R OVI DI A 1 E V AC 92 EG 6 E 1 _ PAR TRI 22 ❑ 24" BO 1 GAL 15 GAL 1 GAL 5 GAL � DIE VEG 5 GAL DIE VEG s LIMA T OF PAR TRI 1 5 GAL 5 GAL WORK 5 GAL �GARCIA DRIVE PLANT LEGEND SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS QTY TREES GROUND COVERS & VINES 0 30' O.C. EUC CAM EUCALYPTUS CAMALDULENSIS REO GUM 5 GAL. STAKE FLAT 0 20' O.C. PYR CAL PYRUS CALLERYANA BRADFORD PEAR 15 GAL STAKE FLAT 0 SHEET INDEX K EY M A P CON. DET 502 'BRADFORD' CON. DET 502 O LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL 6'-0" O.C. 22 STAKE SLOPE Q CON. DET 505 ® FES OVI FESTUCA OVINA 'GLAUCA' SHEEP FESCUE 1 GAL. 12" O.C. 3,899 Q • 30' O.C. CIN CAM CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL STAKE FLAT 4 CON. DET 502 DESCRIPTION OF REVISION DATE CITY C • 20' O.C. LAG IND LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL STAKE FLAT 0 STAKE SLOPE PAR TRI PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL 15' O.C. TRAIN TO 71 APPROVED: 'CATAWBA' CON. DET 502 CON. DET 505 WALL SELF ATTACHING STAKE SLOPE CITY OF RANCHO CUCAMONGA CON. DET 505 FOR COBBLE PAVED AREA, BOULDERS, MOWSTRIP, ETC. SEE SHEET L-4 30' O.C. SOPH JAP SOPHORA JAPONICA JAPANESE PAGODA 15 GAL STAKE FLAT 27 6,052 S.F. CON. DET 502 STAKE SLOPE CON. DET 505 FOOTHILL MEADOWS TR 15711 SHRUBS NOTE: OACA RED ACACIA REDOLENS ACACIA 5 GAL 8'-0" O.C. 0 IF SIZE OF PLANTING SPACE VARIES, CONTRACTOR SHALL ADD OR DELETE D 0 LC ETTO PLACE 30' O.C. MAG GRA MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 15 GAL STAKE AT 0 PLANTS AS REQUIRED, TO FILL PLANTING SPACE.CON. DE PLANTING PLAN STAKE SLOPE ( I ) DIE VEG DIETES VEGETA FORTNIGHT LILY 5 GAL 5'-0" O.C. GQ CON. DET 505 �/�J --- coo `NtA D S C,q p ESC FRA ESCALLONIA FRADESII ESCALLONIA 5 GAL 3'-0" O.C. 0 S eCIeS UOfltlt F Psize � \SEL � 9� APPROVED BY : - DATE: • • • HEM HYB HEMEROCAWS HYBRID DAY LILY - ORANGE 1 GAL 2'-0" O.C. 0 �� o, `y CITY ENGINEER RCE NO 24953 ► 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 15 GAL STAKE FLAT 0 t� CON. DET 502 O MYO PAR MYOPORUM PARVIFOLIUM NCN 1 GAL. 6'-0" O.C. 64 NOTE: DESIGN LDA ASSOCIATES, INC, RECOMMENDED w 'PUTAH CREEK' A CONTRACTOR TO MAINTAIN MIN. 10' DISTANCE BETWEEN TREE PLANTINGTURE 12/3l/%EXP.DATE ~ LDA LANDSCAPE ARCHITECTS AND DRAIN AND SEWER LINES PER CITY STANDARD DETAIL N0. 501. DRAWN ENVIRONMENTAL PLANNERS SHEET Go PIT TOB PITTOSPORUM TOBIRA MOCK ORANGE 5 GAL 6'-0" O.C. 57 f�q �-r9,O3 'VARIEGATA' 23276 SOUTH POINTE DRIVE SUITE 215 e19 ►► 30' O.C. PLA ACE PLATANUS ACERIFOLJA LONDON PLANE 24"BOX MUNTI-TRUN 2 9 lF' OF CA`1FpQ` LDA LACUNA HILLS, CALIFORNIA 92653-1434 — � `QF CALIFORNIA LICENSE i 1434 XYL CON XYL05MA CONGESTUM COMPACT XYLOSMA 5 GAL 8'-O" O.C. 0 O 20, 40, CHECKED NEVADA LICENSE � 256 DRAWING N0. AK LA COMPACTA DML (949) 454-9440 FAX (949) 454-0287 1 693—L 34036/RGP-3A 10-21-9 SHEET OF XYL CON 5_ MILLER AVENUE ANON 2 G MAG GRA 6 5GAL. AG GRA 5 �-- XYL CON 4 15 GAL 15 GAL. D5 GA a DIE 5 GAG 6 �5 _GAL M I LL E R AVENUE XYL CON � VI 284 L. AN GON 3 AL PLA ACE 2 � �— 5GAL FES 0 _ 24" BO DIE VEG 6 0 GAL —� 1 GAL FES OVI 640 1 . 1 W 1 GAL 0 U 0 O - J Q a � 31 - - _ . . . - 10GA R 3 FES OVI 1 0 �— FES VO I 116 XYL CON 6 1 GAL XYL CON 9 DIE VEG 6 1 GAL 5 GAL PI TT OB 2 XYL CON 10 5 GAL 5 GAL DIE VEG 9 5GAL 5 GAL XYL CON 17 5 GAL 5GAL DIE VEG 7 DIE VEG 3 / — 5GAL ° 5GAL PIT TOB 2 5 GAL YO PAR 2 �J • 1 GAL PAR TRI 26 • g PIT TOB 1 S GAL_,) • 5 GAL DIE VEG 3 o PAR TRI 17 5 GAL MATCH LINE G, SEE SHEET L- 15 PANT LEGEND SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS QTY TREES �- GROUND COVERS & VINES ❑ 30' O.C. EUC CAM EUCALYPTUS CAMALDULENSIS RED GUM 5 GAL. STAKE FLAT 0 ( ' 20' O.C. PYR CAL PYRUS CALLERYANA BRADFORD PEAR 15 GAL STAKE FLAT 0 CON. DET 502 \ 'BRADFORD' CON. DET 502 O LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL 3'-0. O.C. 5 STAKE SLOPE \ ® CON. DET 505 FES OVI FESTUCA OVINA 'GLAUCA' SHEEP FESCUE 1 GAL. 12" O.C. 1,190 ( ■ 30' O.C. ON CAM CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL STAKE SLOPE 0 / • 20' O.C. LAG IND LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL STAKE FLAT 0 PAR TRI PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5GAL. 15' O.C. TRAIN TC 0 CATAWBA' CON. DET 502 \ WALL SELF ATTACHING STAKE SLOPE FOR COBBLE PAVED AREA, BOULDERS, MOWSIRIP, ETC. SEE SHEET L-5 CON. DET 505 MILLER AVE - 2,200 S.F. / DOLCETTO PLACE - 484 S.F. 0. 30' O.C. SOPH JAP SOPHORA JAPONICA JAPANESE PAGODA 15 GAL STAKE FLAT 0 CON. DET 502 STAKE SLOPE CON. DET 505 NOTE: SHRUBS IF SIZE OF PLANTING SPACE VARIES, CONTRACTOR SHALL ADD OR DELETE PLANTS AS REQUIRED, TO FILL PLANTING SPACE. O ACA RED ACACIA REDOLENS ACACIA 5 GAL. 8'-0" O.C. 0 0 30' O.C. MAG GRA MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 15 GAL STAKE FLAT 10 NOTE. CON. DET 502 DIE VEG DIETES VEGETA FORTNIGHT LILY 5 GAL 5'-0" O.C. 48 STAKE SLOPE00 CONTRACTOR TO MAINTAIN MIN. 10' DISTANCE BETWEEN TREE PLANTING CON. DET 505 AND DRAIN AND SEWER LINER PER CITY STANDARD DETAIL 501. ESC FRA ESCALLONIA FRADESII ESCALLONIA 5GAL 3'-0" O.C. 0 • • HEM HYB HEMEROCALLIS HYBRID DAY LILY 1 GAL 2'-0" O.C. 0 ► 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 15 GAL STAKE FLAT 0 CON. DET 502 O MYO PAR MYOPORUM PARVIFOLIUM NCN 1 GAL. 6'-0" O.C. 5 'PUTAH CREEK' 0 o PIT TOB PITTOSPORUM TOBIRA MOCK ORANGE 5 GAL 6'-0" O.C. 5 Species UOfltit DESCRIPTION OF REVISION DATE CITY 'VARIEGATA' size APPROVED: �� 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 24•BOX MULTI-TRUNK 2 STAKE FLAT . XYL CON XYLOSMA CONGESTUM COMPACT XYLOSMA 5 GAL 8'-0" D.C. 58 CON. DET 502 COMPACTA CITY OF RANCHO C U C A M 0 N G A �N1 MILLER VEND 1 7774PF �< V, L L 1 SEE SHEETS: FOOTHILL MEADOWS TRACT 15711 Ak-� ny L-5 CONSTRUCTION PLAN MILLER AVENUE L-10 IRRIGATION PLAN Ou m L-16 PLANTING PLAN < SIGNATURE -__ _. _. W PLANTING P LA N ,- 12/ SIGN EXP.DATE VA ✓ENE O DRIVE OF cA\,\F° _$ ® APPROVED BY DATE/. -ted . _ CITY ENGINEER — _ RCE NO 24953_ GARCIA DRIVE DESIGN REC NDED LDA LDA ASSOCIATES, INC. LANDSCAPE ARCHITECTS - DRAWN ENVIRONMENTAL PLANNERS SHEET -904 D 20' 4C LDA 3276HILL H POINTE RDRIVE, U6TE 1434 15 L — 1 60F 20 LAGUNA SHEET INDEX KEY MAP CHECKED CALIFORNIA LICENSE # 1434 DRAWING NO. NEVADA LICENSE 256 DML (949) 454-9440 FAX (949) 454-0287 I (o 9 34036/RGP-3A 01--16-97 SHEET li 3 OF V PAR TRI 18 5 GAL AN MON 2 AN MON 6XYL CON 9 OR K LI M I 0 WOR 1 GAL 1 GAL 5 GAL PYR CAL 10 ESC FRA 12 ESC FRA 46 PLA CE 2 '• 15 GAL 5 GAL GAL 4" 0 PAR TRI 9 ESC FRA 22 ~ 5 . • 2 5 GAL 5 GAL •.• W U .;, • •. •. • • X �( X X e • • C D D • LL O •• x � x C _ � •• U W J X v • • LLJ Z � _ w Q XYL CON 10EM HYB 35 W CL w Z �YLCON 11 J EM HYB 76 5 GAL 1 GAL U 5 GAL 1 GAL VIA VE N E TO DRIVE VIA VE N E TO DRIVE PLA ACE 1 z 24" BO I PLANT GEGEN D u r SYMBOL SPACING BOTANICAL NAME COMMON NAME SIZE REMARKS QTY Q TREES v 20' O.C. GEI PAR GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. STAKE FLAT 7 / CON. DET 502 0 30' O.C. EUC CAM EUCALYPTUS CAMALDULENSIS RED GUM 5 GAL. STAKE FLAT 5 CON. DET 502 STAKE SLOPE CON. DET 505 • \ 20' O.C. LAG IND LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL STAKE FLAT 4 'CATAWBA' CON. DET 502 STAKE SLOPE CON. DET 505 \_NNDSCAP ap,EL L.qu_ y� MATCH LINE J, SEE ABOVE RIGHT ��l`_, y CLASSIC 0 O o 30' O.C. MAG GRA MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 15 GAL STAKE FLAT 00 W o + n CON. DET 502 d SIGNATURE �+ STAKE SLOPE * 12/31/01 EXP.DATE P L A C CON. DET 505 s 12/3"00 LL qlF OF CAL 0 20' 40' PLA A E 1 • ► 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 15 GAL STAKE FLAT 00 X •' I— CON. DET 502 4" B ••. �_ ESC FRA 15 .'•' —� 5 GAL 0 30' O.C. PLA ACE PLATANUS ACERIFOLIA LONDON PLANE 24"BOX MULTI-TRUNK 4 • STAKE FLAT • • • HEM HYB 36 CON. DET 502 MILLER AINUE 1 GAL __ \ SEE SHEETS: • LAG IND 6 > 20' O.C. PYR CAL PYRUS CALLERYANA BRADFORD PEAR 15 GAL STAKE FLAT 15 L-6 CONSTRUCTION PLAN _.1 z 15 GAL 1 'BRADFORD' CON. DET 502 L-11 IRRIGATION PLAN I� . •• \ / L-17 PLANTING PLAN . ; EM HYB 169 i VIA VENE TC DRIVE 0 1 GAL ■ 30' O.C. CIN CAM CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL STAKE FLAT 00 • �� _ \ STAKE SLOPE • .• PARTRI 22 ' 5 GAL GAR'30O.C. SOPH JAP SOPHORA JAPONICA JAPANESE PAGODA 15 GAL STAKE FLAT 00 - • •• � CIA DRIVE < ; •, FES OVI 444 S.F. STAE_ CON. DET 502 • 1 GAL // SHRUBS CONK DET b 5 . ;' • XYL CON 25 ACA RED ACACIA REDOLENS ACACIA 5 GAL, 8'-O" O.C. 00 • 5 GAL ^^ '• ` � ) DIE VEG DIETES VEGETA FORTNIGHT LILY 5 CAL 5'-0" O.C. 00 SHEET INDEX KEY MAP . ••• - - vim/ '••' Y ESC FRA ESCALLONIA FRADESII ESCALLONIA 5 GAL 3'-0" 0_C. 130 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . 0 • • HEM HYB HEMFROCALLIS HYBRID DAY LILY - ORANGE 1 GAL 2'-0" O.C. 319 . . . . . . . . . . . . . . . . . . . . . . . . O MYO PAR MYOPORUM PARVIFOLIUM NCN 1 GAL. 6'-0" O.C. 39 DESCRIPTION OF REVISION DATE CITY APPROVED: 11110 11 lo: W PUTAH CREEK' • 00 o 'VARIEGATA' PIT TOB PITTOSPORUM TOBIRA MOCK ORANGE 5 GAL 6'-0" O.C. 00 38 CITY OF RANCHO C U C A M 0 N G A FES OVI 148 LAG IND 2 1 GAL — XYL CON XYLOSMA CONGESTUM COMPACT XYLOSMA 5 GAL 6'-0" O.C. 55 EAST U FES OVI 27 392 15 GAL COMPACTA FOOTHILL MEADOWS TRACT 15711 FES OVI W 1 GAL 1 GAL x GROUND COVERS & VINES O LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL 3-0" O.C. 8 VIA V E N ETO DRIVE/EAST AVENUE EUC CA 5 GEI PAR 7 ® PLANTING PLAN 5 GAL YP PAR 7 G GAL EM HYB 80 FES OM FESTUCA OVINA 'GLAUCA' SHEEP FESCUE 1 GAL 12" O.C. 1,156 1 GAL 1 GAL ESC FRA 35 v PAR TRI PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 15. O.C. TRAIN TO 49 GAL WAIL SELF ATTACHING APPROVED BY : D,,' DATE FOR FOR COBBLE PAVED AREA, BOULDERS, MOWSTRIP, ETC. SEE SHEET L-6 CITY ENGINEER t��-Cf(�GG( RCE NO 24953 VIA VENETO DRIVE - 1,840 S.F. / EAST AVENUE - 860 S.F. DESIGN RECOMM NDED LDA ASSOCIATES, INC. LDA NOTE: LANDSCAPE ARCHITECTS — -- IF SIZE OF PLANTING SPACE VARIES, CONTRACTOR SHALL ADD OR DELETE DRAWN ENVIRONMENTAL PLANNERS SHEET23276 SOUTH POINTE DRIVE, SUITE 215 SPeCIeS Uantlt PLANTS AS REQUIRED, TO FILL PLANTING SPACE. LDA LAGUNA HILLS, CALIFORNIA 92653-1434 L— 17 OF 20 SIZe CONTRACTOR TO MAINTAIN MIN. 10' DISTANCE BETWEEN TREE PLANTING CHECKED CALIFORNIA LICENSE / 1434 AND DRAIN AND SEWER LINES PER CITY STANDARD DETAIL 501. NEVADA UCENSE f 256 DRAWING N0. DML (949) 454-9440 FAX (949) 454-0287 I&q 3 - 1 34036/RGP-3A 01-16-97 SHEET 411 0F17 N NOTES: 1. REMOVE NURSERY STAKES PLANTING NOTES : W E ) 2 SPAKES T BE PLUMB AND ` 3. STAKE TREE PERPENDICULAR u U TO PREVAILING WIND. 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE SIli N CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. 'ef (,6r ALJ U r* CONTRACTOR SHALL BE PESPONSIBLE FOR REMOVING AND RE-INSTALLING W E IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED TOP TIE TO BE PLACED AS LOW U v AS POSSIBLE ON THE TRUNK TO TOP of STAKES BELOW HEAD PER PLAN AND SPECIFICATION. ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH BUT NOT SO LOW AS TO LOSE SUPPORT MOTT PERMITS. OR ALLOW THE HEAD TO DROP. AWN TRUNK s 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL TIGHTLY COMPACTED 3' BERM 70 FORM TOP TIE TO BE PLACED AS DEPRESSED WATERING BASIN oto 'k SETS OF CINCH TIES MING AS POSSIBLE ON THEE PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACK FILL REQUIREMENTS. S FLEXING OF ALLOW TREE.W13 � OF STAKES BELOW TOP OF ROOTBALL TO EXTEND 2' WON' APART ATTACH WITH ABOVE FINISH GRADE TOP OF ROOTBA L TO 4' WOOD CHIP MULCH. GALVANIZED SCREWS TO 3' NOT SO LOW AS TO LOSE WAD OF TREE WHERE ORIGINAL GSE EXTEND 2' ABOVE �i LODGE POLES. SUPPORT OR ALLOW (� SPECIES GROWTH HABIT PERMITS, 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES, NATIVE BACKFILL WITH NO ROCKS 12• MAXIMUM FINISH GRADE THE HEAD TO DROP. MAIN TRUNK GREATER THAN J' aAMETER. PIPES, STRUCTURES, ETC. AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/ L 2" Dill LODGE POLE PINE STAKES (2) SETS of CINCH TIES SPACED 24- 3' BERM TIGHTLY COMPACTED IN TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, APART, ATTACH WITH GALVANIZED REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND -III _ PLACE To FORM WATERING BASIN. 2' ABOVE FINISH GRADE DRIVE HEMI . OFAND INTO UN- - SCREWS TO 8' LODGE POLES. FACILITIES. =III-1 STAKES OUTSIDE AND 2' DV. LODGE POLE PINE STAKES ORIGINAL GRADE 12 DRIVWITHE WOOD PRESERVATIVE OF 6' STAN, 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUCTION WITH THE _ 3" BERM 71CHTLY COMPACTED DRIVE A MINIMUM OF 8• INTO B PLACE A FORM WATERING UNDISTURBED soil AND P0SALL INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED FINAL GRADES I BASIN. LOCATED OUTSIDE OF STAKES OUTSIDE ROOT BALL. I I=1 III _III- "' ILII III-1 I I III T- I -_ , _- .I PLANT PIT. - ARBOR GUARD IN TURF AREAS AND ROOT BALL - ' -` Roor BALL _' I- I I h I - FRONT YARDS. HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED II I f1 III EXTEND 2 ED, A TOP of ROOTBALL TO AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY _ _ _ [J::-- _ T��T7{,-'-� _ _ _ - PIJII4T PIT TO BE (2) TIMES THE I _-' III- PLANT PIT TO BE (2) TIMES THE I Id - ABOVE FINISH GRADE -1_ I - _ _ I EII NATIVE BACKFILL WITH - TIGHTLY COMPACTED 3• BERM TO FORM -�_�-_-- wIDTH OF THE ROOT BALL -I(I-I -"-III I III- WIDTH OF THE ROOT BALL, NO ROCKS GREATER -- WATERING BASIN FOR RESIDENTIAL AND 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND -)I I-III-III III I I I--I111--1 - -_ _ GROUND COVER INSTALLATIONS. LOCATE THAN 3' DWdETER ROOT BALL �11_TI OUTSIDE OF PLANT PIT. BERMS IN TURF LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT -)I I -I l-I �III-III-11I-III - I - __ AREAS TO BE REMOVED PRIOR TO CITY TI-11F-X14--]II---III-III-1 -1 PLANT PITHE TO BE (2) Irl\/+„1111 11 -- ACCEPTANCE. - TIMES THE WIDTH of _ / MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY 1=1 I I--1 I I-I 11=1 11=1 I I I I--1�_I- III =1 I�I 11=1 I I�11=11 I(-_�I-. _ - _i - I -I -, I THE ROOT BALL - - - - PRIOR TO EXCAVATION. NATIVE BACKFILL WITH NO -- - -- - - is -- ROCKS GREATER THAN 3' UNDISTURBED NATIVE SOL. DIAMETER. - I muX111 I -- i Ii 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY UNDISTURBED NATIVE SOIL - 1 DAMAGED LANDSCAPE AREAS BEYOND THE LINIT OF WORK, THAT IS A DIRECT RESULT UNDISTURBED NATIVE SOL. _ _ ,, „ orOF THE LANDSCAPE CONTRUCTION AND OR HIS SUBCONTRACTOR. REPLACEMENT RooT BALL /_ E BACKFILL WITFI NO ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS UNLESS ISI UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE N01. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE TSII > �--!I ROCKS GREATER THAN 3' DIA + OF ROOT BALL DO NOT CRACK ROOT BALL OF ROOT BALL Do NOT CRACK ROOT BALL NOTES: n 'Ll _ _ OTHERWISE APPROVED BY THE CITY. I. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL I NATIVE SOIL UNDISTURBED b -- I , I 7. QUANTITIES SHORN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL I 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. TWICE ROOT BALL WIDTH QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE 0 T INDICATED PLANT SPACING REQUIRED. CITY OF RANCHO CUCAMONGA, CALIFORNIA CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY. � CITY OF RANCHO CUCAMONGA, CALIFORNIA � CITY OF RANCHO CUCAMONGA, N DOUBLE STAKED TREE 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR -- STANDARD PLAN n APPROVED - STANDARD PLAN AF-ROVED SYS STANDARD PLAN m APPROVED BYE STANDARD PLAN CONTAINER PLANTING ON SLOPE CONTAINER PLANTING PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A o o DOUBLE STAKED TREE ON SLOPE 5 GAL - 24" BOX 502 _ 507 _ 506 bi _ 505 5 - CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS S CITY ENGINEER DATE LPN WITH STANDARD SPECII'ICATIONS FOR PUW IC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTTWCTION ¢RCE ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SIEET 1 OF 1 R.C.E. SHEET I OF I R.CE SHEET 1 OF I R.L.E. SHEET I OF 1 HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. LII rte_ Nola CAJ F45 FC-4 Gr l5 STS, ��4� Av&z_'q1u F_ 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSED ONLY. FINAL SOIL ABIC,I HCRZ AFI BPLA-(UrATE AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS PER PIAN] FLAT SIDE UP (SEE SPECIFICAATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL CURB y01FT"B AT THE REQUIRED RATES PER 1,000 SQ. FT. CASE 1 SIDEWALK4" OF COMPACTED WOOD CHIP MULCH. HARDSCAPING (CONCRETE HEADER, 4 CY. NITROGEN STABILIZED SAWDUST 4 4 -/ CURB NIL GUTTER, SIDEWALK, ETC.) FINISH GRADEONE HALF OF O 120 LBS GYPSUM REQUIREMENT SPACING CONCRETE HEADER - 1/2" RADIUS 125 LBS GRO-POWER PLUA a• MINIMUM CONCRETE BED LIMIT OF PLANTER AREA EXPOSED EDGES AND FINISH PER PLAN 6" AIR, Il I1 UNDERNEATH COBBLESTONE 12" 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE I� Aja I•\n M rAp.TO M Ott 14 CROSSINGS) 11. LANDSCAPE AREAS SHALL RECIEVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND ll WRg �A s" OR e" FINISH GRADE SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER ARESA, PURSUANT TO CITY EE NOTE o>e , t �OiN� STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE WA+ ' � Z N :•i••• MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR �uD GyWD T S - I III''•' =I 151 i I-_I TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: �1=1 I I-III - - BOULDERS LOCATE - I •1-: III I_- INTRAVAIA PER PLAN /'CONCRETE HEADER EDGE PER • • _ / DETAIL J534 SHOVEL CUT EDGE COMPACTED UPLAND, CA NATIVE SOIL II -III I UN ESS OTHERWISE UINSTRUCTED (909) 982-6713 4 SIOEIWILK PER CML PLANS E UA NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON INTO EDGES AT GROUND COVER AREAS. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR NOTES: 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 1. ROCK S+2E5• UNLESS OTHERWISE SPECWEO. SHALL BE: SHALL BEPLANTED AT ONE-HALF THE DESIGNATED SPACING BOULDERS: MAX. 3'0• -.MIN. Y0' NOTES: COBBLESTONES MAX. 16� - MIN. 6'WITH ONE MT NOE FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3 8" EXPANSION 2. BOULDERS SHALL HAVE t/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEi1MEM I 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'o' MORTAR. 1 PART CEMENT OF SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES JUNTS AT 20'-0" O.C. TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK' 5 ALLOWED) OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 4. A SAMPLE AREA. MIN. 40 SO. FT., SHALL BE APPROVED W THE CITY INSPECTOR, PMOR TO LEGEND ARE ESTIMATES ONLY. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND PROCEEDING WITH REMMRNL ROCK WORK. Na b PRIVATELY-MAINTAINED AREAS. AL 5. FINRESTING POSrT)ON OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 3. CONCRETE TO BE 520-C-2500 MIN. 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND I C4 EXCESSIVE IRON CONTENT. ,p a 7. CONCRETE CLASS 520-0-2-500. m a N b CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA Io APPROVED BY. RIVER WASHED GRANITE STANDARD PLAN ,:APPROVED BY. -" STANDARD PUN m' D BY' SHRUB AND GROUND COVER STANDARD PLAN 11 APPROVED SYS STANDARD PLAN MULCH INSTALLATION 0 CONCRETE HEADER 534 _ COBBLESTONES 542 _ 509 _ SPACING 508 _ CITY ENGINEER DATE USE WITH STANDARD SPECIFICATKXNS FOR PUBLIC WORKS CON37RLPCTION CITY ENGINEER DATE LIFE WITH STANDARD SPECIFICATIONS FOR PUBLK: WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER M R.0 E FEET 1 OF 1 It RC.E SHEET 1 OF R R.C.E. SHEET 1 OF I RDE, DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS COHSTRVCT" SHEET I. OF I LOOP HOSES TRUNK ( ' 1' GREATER �� R_THAN DIAMET STORM DRAIN/UNDERGROUND rUTILITIES BCR r TYING PLAN I It ^ V( ` Z SIDEWALK UTILITY NEW RUBBER HOSE OVER WIRE =1I S.L. AT POINT OF CONNECTION. = I c U CAM STEEL CABLE SPACED ~ D• EQUALLY AROUND TREE - CURB AND GUTTER METER 10' S' w COVER WITH 3/4' DIA X 3' MIN. MIN. TOP OF ROOTBALL TO CUSS 200 WHITE PVC PIPE. • • EXTEND 2• ABOVE FINISH GRADE 'ARBOR CARD" OR EQUAL IN TURNBUCKLE (TYP.) TURF ARENAS. TURF TIGHTLY COMPACTED 3" BERM R - - - - - - - - - L.I TO FORM WATERING BASIN FOR SIDEWALKn 2 RESIDENTIAL AND GROUND 7 ci COVER INSTALLATIONS. FH 0 DRIVE S.L. O x 4' WOOD CHIP ° I APPROACH 0T DESCRIPTION OF REVISION DATE CITY -- - -___: APPROVED: ._ --- - ULCH IN PLANTER. -_--�" Lr.'. -- --- - - .-1 _._.. __--- -.�._.__-� CURB AND GUTTER- I 5 5 CITY OF RANCHO CUCAMONGA MIN. MIN. • IN. MIN. UNDERGROUND jI STRUCTURE eq. CATCH"- ' ROOT BALL r-r TRANSFOBRMIER VAULT. _ '' r NATIVE BACKFILL WITH - NOTES: FOOTHILL MEADOWS TR 15711 NO ROCKS GREATER II C 1 - Id i" _ 'I` 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER THAN 3' DIAMETER. i -- - DUCKBILL EARTH ANCHOR - 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.OF.SIGHT (6 E OR EQDTS)S)TOTAL SYSTEM PLANTING D E TA I E S AND NOTES I III- CRITERIA AS APPROVED BY TRAFFIC ENGINEER. PLANT PIT TO BE 2 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st TIMES THE WIDTH OF ROOT BALL PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. UNDISTURBED NATIVE SOIL. 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY NOTE OWNED WATER NIC SEWER LATERAL LINES. �NNDSCAoe APPROVED BY DAT1. EIo' INSTALL GUYS HAND TAUT TO 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. �O ,sFL L�fq� ,9 chPREVENT DEFORMATION OF LIMBS. a 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE (V� �� 1 CITY ENGINEER z RCE NO 24953 I ENGINEERING DIVISION. /ij 16 0 2. WIRE SHALL BE CLAMPED OR CRIMDED NOT TWISTED. TOP VIEW .1, 7 STANDARD D PES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY o /� I m DESIGN LDA N RE 0 DED LDA ASSOCIATES, INC. 147 uwjLANDSCAPE ARCHITECTS _ Np CITY OF RANCHO CUCAMONGA, CALIFORNIA >,l 12/31/01AEXP.DATE * DRAWN ENVIRONMENTAL PLANNERS SHEE CITY OF RANCHO CUCAMONGA, CALIFORNIA T - - "APPROVED TREE GUYING DETAILI APPROVED BY: STANDARD PLAN , STANDARD PLAN _ 36" BOX OR LARGER 503 b! - TREE PLACEMENT 501 �qT �� L-18 OF 20 S 2"f3 Q 23276 SOUTH POINTE DRIVE, SUITE 215 LDA LACUNA HILLS, CALIFORNIA 92653-1434 S N IN DA USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 OF cp'0� � CHECKED CALIFORNIA LICENSELICENSE /25634 DRAWING N0. S CITY ENGINEER DATE USE WITH STANDARD SPECIFILATtONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. DML (949) 454-9440 FAX (949) 454-0287 R.C.E. 1 (09 '3 -1 34036/RGP-3A 02-24-97 SHEET -,57 OF 17 IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, 4. The Contractor shall dimension from two (2) permanent and services necessary to furnish and install the Irrigation points of reference, such as building corners, sidewalk GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: 3. A 117 volt duplex box shall be provided with on On/Off 2. A fine granular material backfill will be initially System as shown on the Drawings and described herein. edges, road intersections, etc., the location of the switch, and a 117 volt receptacle. Metal conduit shall placed on all lines. No foreign matter lorger than one- following items: We hereby guarantee that the Irrigation system we hove furnished 1. Backflow prevention unit shall be of size and type run from the 117 volt supply to the controller housing. half (1/2) inch in size will be permitted in the initial 8. Standards: All work and materials shall comply with governing a. Connection to existing water lines. and installed is free from defects in materials and workmanship, indicated on the irrigation drawings. Install backflow All power within the housing shall be properly phased, backfill. codes, safety orders, standards, and regulations, and meet the b. Connection to existing electrical power. and the work has been completed in accordance with the Drawings and prevention units in accordance with the Drawings. minimum requirements of the Standard Specifications For Public c. Gate valves. Specifications, ordinary wear and tear, unusual abuse, or neglect 4. A terminal strip shall be provided, clearly indicating 3. Flooding of trenches will be permitted only with approval Works Construction (Green Book) latest edition. d. Routing of sprinkler pressure lines (dimension max. excepted. We agree to repair or replace any defects in material or 2. Wye strainers at backflow prevention units shall have a the proper points of connection of all appropriate wiring of the City of Rancho Cucamonga. 100' along routing). workmanship which may develop during the period of one year from bronzed screwed boy with 60 mesh monef screen and shall (station valves, master valve, common, central control). 1.02 QUALITY ASSURANCE & REQUIREMENTS e. Sprinkler control volves. date of acceptance and also to repair or replace any damage be similar to Bailey #1008 or approved equal. f. Routing of control wiring and locations of all splice resulting from the repairing or replacing of such defects at no Q. Miscellaneous Irrigation Equipment: 4. If settlement occurs and subsequent adjustments in pipe, A. Permits and Fees: The Contractor shall obtain and pay for any boxes. additional costs to the City. We shall make such repairs or 3. All pressure main line piping between the point of valves, sprinkler heads, lawn, planting, or other and all permits and all observations as required. g. Quick coupling valves. replacements within a reasonable time, as determined by the City, connection and the backflow preventer shall be installed 1. Refer to the Irrigation Plans for sizes and types of construction are necessary, the Contractor shall make all h. Stub-outs for future connections. after receipt of written notice. In the event of our failure to as required by local code. The Contractor shall verify miscellaneous irrigation equipment. required adjustments without cost to the City. B. Manufacturer's Directions: Manufacturer's directions and i. Other related equipment as directed by the City of make such repairs or replacements within a reasonable time after with the local governing body as to material type and detailed drawings shall be followed in all cases where the Rancho Cucamonga. receipt of written notice from the City, we authorize the City to installation procedures prior to start of construction. 2. All miscellaneous irrigation equipment shall be as C. Trenching and Backfill Under Paving: manufacturers of articles used in this Contract furnish proceed to have said repairs or replacements made at our expense Submit shop drawing for approval. specified or approved equal. directions covering points not shown in the Drawings and 5. On or before the date of the final field observation, the and we will pay the costs and charges therefore upon demand. 1. Trenches located under areas where paving, asphaltic Specifications. Contractor shall deliver the corrected and completed I. Check Valves: concrete, or concrete will be installed, shall be sepias to the City of Rancho Cucamonga. Delivery of PROJECT: FOOTHILL MEADOWS TR 15711 STREETSCAPE PART 3 - EXECUTION backfilled with sand (a layer four (4) inches below the C. Ord'nonces and Regulations: All local, municipal and state the sepias will not relieve the Contractor of the 1. Swing check valves 2" and smaller shall be 200 pound pipe and six (6) inches above the pipe) and compacted in laws, and rules and regulations governing or relating to any responsibility of furnishing required information that W.O.G. bronze construction with replaceable composition, 3.01 OBSERVATION OF SITE CONDITIONS layers to 95% compaction, using manual or mechanical portion of this work are hereby incorporated into and made a may be omitted from the prints. LOCATION: CITY OF RANCH CUCAMONGA neoprene, or rubber disc and shall meet or exceed Federal tamping devices. Trenches for piping shall be compacted part of these Specifications, and their provisions shall be A. All scaled dimensions are approximate. The Contractor shall Specification WW-V--51D, Class A. Type IV. to equal the compaction of the existing adjacent carried out by the Contractor. Anything contained in these C. Controller Charts: check and verify all size dimensions and receive approval from undisturbed soil and shall be left in a firm unyielding Specifications shall not be construed to conflict with any of SIGNED: 2. Anti-drain valves shall be of heavy duty virgin PVC the City of Rancho Cucamonga prior to proceeding with work condition. All trenches shall be left flush with the the above rules, regulations, or requirements of the same. 1. As-builts drawings shall be approved b the Cit of under this Section. g q 9 PP Y Y construction with F.I.P. thread inlet and outlet. adjoining grade. The Contractor shall set in place, cop However, when these Specifications and Drawings call for or Rancho Cucamonga before controller charts are prepared. Internal parts shall be stainless steel and neoprene. and pressure test all piping under paving prior to the describe materials, workmanship, or construction of a better ADDRESSED: Anti-drain valve shall be field adjustable against B. Exercise extreme care in excavating and working near existing paving work. quality, higher standard, or larger size than is required by 2. Provide one controller chart for each controller drawout from 5 to 40 feet of head. Anti-drain valve utilities. The Contractor shall be responsible for damages to the above rules and regulations, the provisions of these sequence. shall be similar to the Valcon "ADV" or approved equal. utilities which are caused by his operations or neglect. 2. Generally, piping under existing walks is done by Spec'fications and Drawings shall take precedence.. PHONE: DATE OF ACCEPTANCE: Check existing utilities drawings for existing utility jacking, boring, or hydraulic driving, but where any 3. The chart shall show the area controlled by the automatic J. Control Wiring: locations. cutting or breaking of sidewalks and/or concrete is D. Explanation of Drawings: controller and shall be the maximum size which the necessary, it shall be done and replaced by the controller door will allow. PART 2 - PRODUCTS 1. Except as noted otherwise, connections between the C. Coordinate installation of sprinkler materials including pipe, Contractor as a part of the Contract cost. Permission to so there shall be no interference with utilities or other automatic controllers and the electric control valves cut or break sidewalks and/or concrete shall be obtained 1. Due to the Scale of the Drawings, it is not possible to 4. The chart is to be a reduced drawing of the actual 2.01 MATERIALS shall be made with direct burial copper wire AWG-U.F. 600 construction or difficulty in planting trees, shrubs, and from the City of Rancho Cucamonga. No hydraulic driving indicate all offsets, fitting, sleeves, etc., which may installed system. However, in the event the controller volt. Control wiring installed in control wire conduit ground covers. will be permitted under concrete paving. be required. The Contractor shall carefully investigate sequence is not legible when the drawing is reduced, it A. General: Use only new materials of brands and types noted on within structure shall be mode with AWG-TW solid copper the structural and finished conditions affecting all of shall be enlarged to a size that will be readable when drawings, specified herein, or approved equals. wire. Pilot wires shall be a different color wire for D. The Contractor shall carefully check all gradea to satisfy 3. Refer to City Standard 120 "Trench Repair" when within his work and plan his work accordingly, furnished such reduced. each automatic controller. Common wires shall be white himself that he may safely proceed before starting work on the City streets susceptible to traffic loods. fittings, etc., as may be required to meet such B. PVC Pressure Main Line Pipe and Fittings: with a different color stripe for each automatic irrigation system. conditions. Drawings are generoily diagrammatic and 5. The chart shall be a black line or blueline ozolid print controller. Install in accordance with valve D. Assemblies: indicative of the work to be installed. The work shall and a different color shall be used to indicate the area 1. Pressure main line piping for sizes 2" and larger shall manufacturer's specifications and wire chart. In no case 3.02 PREPARATION be installed in such a manner as to avoid conflicts of coverage for each station. be PVC Class 315. shall wire size be less than #14. 1. Routing of sprinkler irrigation lines as indicated on the between the irrigation system, planting and architectural A. Physical layout: Drawings is diagrammatic. Install lines (and various features. 6. When completed and approved, the chart shall be 2. Class 315 pipe shall be made from on NSF approved Type 1, 2. Wiring shall occupy the some trench and shall be assemblies) in such a manner as to conform with the hermetical) sealed between two pieces of plastic, each 1. Prior to installation, the Contractor shall size stake Y P P Garde), PVC compound conforming to ASTM resin installed along the same route as pressure supply or details in the Drawings. 2. All work called for on the Drawings by notes or details piece being a minimum 20 mils. specification D1784. All pope must meet requirements as lateral lines wherever possible. out all pressure supply lines, routing and location of such be furnished and installed whether or not set forth in Federal Specification PS-22-70, with on sprinkler heads. 2. Install NO multiple assemblies in plastic lines. Provide specifically mentioned In the specifications. 7. These charts shall be completed and approved prior to the appropriate standard dimension (S.D.R.) (Solvent-weld 3. Where more than one (1) wire is placed in a trench, the each assembly with its own outlet. final field observation of the irrigation system. Pipe). wiring shall be toped together at intervals of fifteen 2. All layout shall be approved by the City of Rancho 3. The Contractor shall not willfully install the irrigation (15) feet. Cucamonga prior to installation. 3. Install all assemblies specified herein in accordance system as shown on the Drawings when it is obvious in the D. Operation and Maintenance Manuals: 3. Pressure main line piping for sizes 1-1/2" and smaller with respective detail. In absence of detail drawings or B field that obstructions, grade differences, or shall be PVC Schedule 40 with solvent welded joints. 4. An expansion curl shall be provided within three (3) feet Water Supply Specifications pertaining to specific items required to discrepancies in area dimensions exist that might not 1. Prepare and deliver to the City of Rancho Cucamonga of each wire connection. Expansion curt shall be of complete work, perform such work in accordance with best have been considered in engineering. Such obstructions within ten calendar days prior to completion of 4. Schedule 40 pipe shall be made from NSF approved Type 1, sufficient length at each splice connection at each 1. The irrigation system shall di connected to water supply standard practice with prior approval of Cit of Rancho g 9 P P PP t P of connection as indicated on the Drawings. P P PP y or differences should be brought to the attention of the construction, two hard-cover, three ring binders Grade 1 PVC compound conforming to ASTM resin electric control valve, so that in case of repair, the point(s) 9 Cucamonga. City of Rancho Cucamonga. In the event this notification containing the following information: specification D1785. All pipe must meet requirements as valve bonnet may be brought to the surface without is not performed, the Contractor shall assume full set forth in Federal Specification PS-21-70. disconnecting the control wires. Control wires shall be 2. Connections shall be made at the approximate location(s) 4. PVC pipe and fittings shall be thoroughly cleaned of responsibility for any revision necessary. a. Index sheet which states Contractor's name, address, laid loosely in trench without stress or stretching wire shown on the Drawings. The Contractor is responsible for dirt, dust, and moisture before installation. and telephone number, and which lists each 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF conductors. minor changes caused by actual site conditions. Installation and solvent welding methods shall be as 1.03 SUBMITTALS installed equipment and material item including approved conforming to ASTM test procedure D2466. recommended by the pipe and fitting manufacturer. names and addresses of manufactures local 5. All splices shall be made with Scotch-Lok #3576 Connector C. Electrical Supply. A. Material list: representatives. 6. Solvent cement and primer for PVC solvent-weld pipe obd Sealing Packs, Rainbird Snap-Tile wire connectors., or b. Catalog and parts sheets on every material and fittings shall be of type and installation methods approved equal. Make only one splice with each connector 1. Electrical connections for any and all automatic 5. On PVC to metal connections, the Contractor shall work 1. The Contractor shall furnish the articles, equipment, equipment item installed under this Contract. prescribed by the manufacturer. sealing pack. controllers shall be made to electrical point(s) of the metal connections first. Teflon tape or approved materials, or processes specified by name in the Drawings connection as indicated on the Drawings. equal, shall be used on all threaded PVC to PVC, and on and Specifications. No substitution will be allowed C. Guarantee statement. 7. All PVC pipe must bear the following markings: 6. Field splices between the automatic controller and all threaded PVC to metal joints. Light wrench pressure without prior written approval by the City of Rancho d. Complete operating and maintenance instructions on electric control valves will not be allowed without prior 2. Connections shall be made at the approximate location(s) is all that is required. Where threaded PVC connections Cucamonga. all major equipment. a. Manufacturer's name approval of the City of Rancho Cucamonga. shown on the Drawings. The Contractor is responsible for are required, use threaded PVC adapters into which the b. Nominal pipe size minor changes cause by actual site conditions. pipe may be solvent welded. 2. Complete material list shall be submitted prior to 2. In addition to the above mentioned maintenance manuals, C. Schedule or class K. Automatic Controller: performing any work. Material list shall include the provide the Citys maintenance personnel with d. Pressure rating in P.S.I. 3.03 INSTALLATION E. Line Clearance: manufacturer, model number, and description of all instructions for major equipment and show evidence in e. NSF (National Sanitation Foundation) approval 1. Automatic controller(s) shall be of size and type shown materials and equipment to be used. Although writing to the City of Rancho Cucamonga at the conclusion f. Date of extrusion on the Drawings. A. Trenching: 1. All lines shall have a minimum cleoronce of six (6) manufacturer and other information may be different, the of the project that this service has been rendered. inches from each other and twelve (12) inches from lines following is a guide to proper submittal format: 8. All fittings shall bear the manufacturer's name or 2. Final location of automatic controller(s) shall be 1. Dig trenches straight and support pipe continuously on of other trades, with the exception of the control wire E. Equipment to be Furnished: trademark, material designation, size, applicable I.P.S. approved b the Cit of Rancho Cucamonga. bottom of trench. Lay pipe to an even grade. Trenching sleeves which shall be installed adjacent to pressure g PP PP y y g excavation shall follow layout indicated on the Drawings ( ) Item No. Description Manufacturer Model No. schedule and NSF seal of approval. Y 9 supply line. Parallel lines shall not be installed 1. Supply as a part of this contract the following tools: 3. Unless otherwise noted on the Drawings, the 120 volt and as noted. directly over one another. 1 Backflow Preventer Febco 825Y C. PVC Non-Pressure Lateral Line Piping: electrical power to each automatic controller location is a. Two (2) sets of special tools required for removing, P g' to be furnished by others. The final electrical hook-up 2. Provide for minimum of twenty-four (24) inches cover F. Automatic Controller Assembly. 2 Automatic Controller Colsense ETi-DTR2 disassembling and adjusting each type of sprinkler shall be the responsibility of the Contractor_ for all irrigation lines installed under paving or and valve supplied on this project. P 1. Non-pressure buried lateral line piping shall be PVC hardsca in9• Install as per manufacturer's instructions. Remote control 3 Master Valve Cla I 136ACSKC-24V b. Two 2 four-foot valve keysfor operation of Schedule 40 with solvent-weld joints when installed in �° ( ) gate planting L. Electric Control Valves: valves shall be connected to controller in numerical sequence valves P 9 areas. 3. Provide for a minimum of twenty-four (24) inches cover as shown on the Drawings. 4 Etc. Etc. Etc. C. Two 2) keys for each automatic controller. 1. All electric control valves shall be the some size and for all pressure supply lines of three (3) inches or 2. Non-pressure lateral line piping installed under paved larger in diameter. d. One 1) quick coupler key and matching hose swivel type shown on the Drawings. 9 G. High Voltage Wiring for Automatic Controller: for every five (5) or fraction thereof of each type areas shall be PVC Schedule 40 with solvent welded Irrigation submittal must be specific and complete. All of quick coupling valve installed. joints. 4. Provide for a minimum of eighteen 18 inches cover for g p p q P 9 2. All electric control valves shall have a manual flow g ( ) 1. 120 volt power connection to the automatic controller items must by listed and should include solvent, primer, adjustment. all pressure supply lines of two and one half (2%") shall be provided by the Contractor. wire, connectors, valve, boxes, etc. No copies of 2. The above mentioned equlpment shall be turned over to the inches or smaller manufacturer's literature (catalog cuts are required as Cit at the conclusion of the project. Before final 3. Pipe shall u made from NSF approved, Type I, Grade II ( g ) q Y P 1� 3. Provide and install one control valve box for each 2. All electrical work shall conform to local codes, observation can occur, evidence that the Cit has PVC compound conforming to ASTM resin specification 5. Provide for minimum of twelve (12) inches for all non- submittal information. Y D1784. All pipe must meet requirements set forth in electric control valve. ordinances, and union authorities having jurisdiction. received material must be shown to the City of Rancho P P q pressure lines. 3. The Contractor may submit substitutions for equipment and Cucamonga. Federal Specification PS-22-70 with on appropriate standard dimension ratioM. Control Valve Boxes: H. Remote Control Valves: . materials listed on the Drawings by following procedures 6. Provide for a minimum cover of eighteen (18) inches for as outlined in Section 1.05 of the Irrigation 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 1. Use 10" x 10-3/4" round box for all gate valves. Corson all control wiring. 1. Install where shown on the Drawin s. Where grouped 4. Except as noted in paragraphs 1, 2, and 3 of this section Specifications. Industries #910-128 with green bolt-down cover or together, allow at least twelve (12 inches between A. Handling of PVC pipe and fittings: The Contractor is pipe an all requirements for non-pressure lateral line approved equal. Extension sleeve shall be PVC with 7. Refer to City Standard 120 "Trench Repair" when within adjacent valve boxes. Install each remote control valve pipe and fittings shall be the some as for solvent-weld Cit streets susceptible to traffic loads. 4. Equipment or materials installed or furnished without cautioned to exercise care in handling, loading, unloading, minimum size of six (6) inches. y P in a separate valve box. prior approval of the City of Rancho Cucamonga may be and storing PVC pipe and fittings. All PVC pipe shall be pressure main line pipe and fittings as set forth in rejected and the Contractor may be required to remove transported in a vehicle which allows the length of pipe to section 2.018 of the Specifications. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric B. Backfilling: I. Flushing of System: such materials from the site at his own expense. lie flat so as not to subject it to under bending or a D. Brass Pie and Fittings: control valves. Carson Industries # 1419-12B with green concentrated external load at any point. Any section of pipe P g bolt-down cover or approved equal. 1. The trenches shall not be backfilled until all required 1. After all new sprinkler pipe lines and risers are in that has been dented or damaged will be discarded, and if tests are performed. Trenches shall be carefully place and connected, all necessary diversion work has 5. Approval of any item, alternative or substitute indicates installed, shall be replaced with new piping. 1. Where indicated on the Drawings, use red brass screwed 3. Use 6" diameter x 8-3/4" deep round plastic valve box for bockfilled with the excavated materials approved for been completed, and prior to installation of sprinkler pipe conforming to Federal Specification #WW-P-351. backfilling, consisting of earth, loom, sand cla sand, only that the product or products apparently meet the all quick coupling valves. Corson Industries � 606-12 g• g Y Y. heads, the control valves shall be opened and full head requirements of the Drawings and Specifications on the 1.05 SUBSTITUTIONS with green flex-lock cover or approved equal. or other approved materials, free from large clods of of water used to flush out the system. basis of the information or samples submitted. 2. Fittings shall be red brass conforming to Federal earth or stones. Bockfill shall be mechanically Specification P-460. A. If the Contractor wishes to substitute any equipment or P #WW- compacted in landscaped areas to a dry density equal to 2. Sprinkler heads shall be installed only after flushing of 6. Manufacturer's warranties shall not relieve the materials for the equipment or materials listed on the 4. Use 9-1/2" x 16" x 11" rectangular box for of] electric adjacent undisturbed soil in planting areas. Backfill the system has been accomplished to the complete Contractor of his liability under the guarantee. Such Drawings and Specifications, he may do so by providing the E. Copper Pipe and Fittings: control valves installed within on-grade landscaped will conform to adjacent grades without dips, sunken satisfaction of the city of Rancho Cucamonga. warranties shall only supplement the guarantee. following information to the City of Rancho Cucamonga for 1. Pipe: Type K, hard tempered. areas. Carson Industries # 1419-12B with green bolt-down areas, humps or other surface irregularities. approval: cover or approved equal. B. RECORD DRAWINGS: 1. Provide o statement indicating the reason for making the 2. Fittings: wrought copper, solder joint type. 5. Use 10" x 10-1/4" round box for all quick coupling valves 1. The Contractor shall provide and keep up-to-date a substitution. Use a separate sheet of paper for each installed within on-structure landscaped areas. Carson complete record set of blueline ozolid prints which shall item to be submitted, 3. Joints shall 1 soldered with sliver solder, 45Z silver, P P 15X copper, 167G zinc, 24% cadmium, solidus at 1125' F, Industries No. 910-128 with green bolt-down cover or be corrected doily, showing every change from the and liquidus at 1145' F. approved equal. original Drawings and Specifications and the exact 2. Provide descriptive catalog literature, performance installed locations, sizes, and kinds of equipment. charts and flow charts for each item to be substituted. N. Sprinkler Heads: Prints for this purpose may be obtained from the City of F. Valves: Rancho Cucamonga at cost. This set of drawings shall be 3. Provide the amount of cost savings if the substituted 1. Ball Valves (1-1/2" and smaller) 1. All sprinkler heads shall be of the some size, type, and kept on the site and shall be used only as a record set. item is approved. deliver the some rate of precipitation with the diameter a. Ball valves shall be a 125 Ib SWP bronze valve with (or radius) of throw, pressure, and discharge as shown on 2. The Contractor shall make neat and legible notations on B. The City of Rancho Cucamonga shall have the sole the Drawings and/or specified in these special the record drawing progress sheets doily as the work responsibility in accepting or rejecting any submittal item as screw-in bonnet, nonrising stem, and solid wedge disc. Ball valves shall have threaded ends and shall be equipped provisions. CITY proceeds, showing the work as actually installed. For on approved equal to the equipment and materials listed on the DESCRIPTION OF REVISION DATE APPROVED' example, should a piece of equipment be installed in a Drawings and Specifications. with a stainless steel handle. 2. Spray heads shall have o screw adjustment. b. Ball valves shall be similar to those manufactured location that does not match the plan, the Contractor by Nibco or approved equal. CITY 0 F RANCHO C U C A M 0 N G A must indicate that equipment has been relocated in o 1.06 GUARANTEE 3. Riser units shall be fabricated in accordance with the graphic manner so as to match the original symbols as C. All Ball valves shall be installed per detail. details shown on the drawings. indicated in the irrigation legend. The relocated A. The guarantee for the irrigation system shall be made in 2. Resilient Wedge Gate Valve (2" and larger) equipment and dimensions will then be transferred to the accordance with the attached form. The General Conditions and 4. Riser nipples for all sprinkler heads shall be the some FOOTHILL MEADOWS T R 15 711 original record drawing plan at the proper time. Supplementary Conditions of these Specifications shall be size as the riser opening in the sprinkler body. filed with the City prior to acceptance of the irrigation a. Resilient Wedge Gate calves shall be epoxy coated cast iron and equipped with o 2" operating nut. S T R E E T S C A P E 3. Before the dote of the final observation, the Contractor system. b. Resilient Wedge Gate valves shall be No. 403 RT-RW 5. All sprinkler heads of the some type shall be the some shall transfer all information from the "record drawing" manufacturer. prints to a sepia mylar or similar mylor material. B. A copy of the Guarantee form shall be included in the as supplied W Watts to approved equal. Arrangements shall be made through the city for operations and maintenance manual. c. All Resilient Wedge Gate valves shall be installed per detail. O. Sleeving: SPECIFICATIONS obtaining said sepia mylor or similar mylor material. All work shall be in waterproof India ink and applied to C. The guarantee form shall be re-typed onto the Contractor's G. Quick Coupling Valves: 1. Sleeving under hordscape or paved areas for mainline, the mylar by a technical pen made expressly for use on letterhead and shall contain the following information: lateral lines or control wiring shall be Schedule 40 =� mylar material. Such pen shall be similar to those 1. Quick coupling valves shall hove a brass, two-piece body P.V.C. or approved equal. �p,NDSCq,oF APPROVED BY - pATFiI � manufactured by Ropidograph, Kueffel & Esser, or Faber Castell. The dimensions shall be made as to be easily designed for working pressure of 150 P.S.I. - P. Vandal Resistant Controller Enclosure: Q;�'O\�p,EL L,q�,, qP� CITY ENGINEER RCE NO 24953 readable even on the final controller chart (see Section A- �j y 2. Quick coupling valve shall be operable with a quick DESIGN RECO DED C). The original mylor "record drawing" plan shall be coupler key. Key size and type shall be as shown on the 1. Controller enclosure shall be of size and type shown on `- � I LDA ASSOCIATES INC. - C� submitted to the City of Rancho Cucamonga for approval Drawings. the Irrigation Drawings and Irrigation Detail sheet. c� w m LDA + (/ prior to the completion of the controller chart. LANDSCAPE ARCHITECTS W n 2. A backboard shall be secured to the controller enclosure i2 a� ANE 'i DRAWN housing to provide a base for mounting the automatic / 1 EXP.DATE * I ENVIRONMENTAL PLANNERS SHEET sprinkler controller and terminal strip. J`I �y��'OU �Q LDA 23276 SOUTH POINTE DRIVE, SUITE 215 L- 19 20 LAGUNA HILLS, CALIFORNIA 92653-1434 OF qrF OF CA_\Ii � CHECKED CALIFORNIANEVA ALICENSEE##25634 DRAWING N0. DML (949) 454-9440 FAX (949) 454-0287 SHEET OF V IRRIGATION SPECIFICATIONS (continued) J. Sprinkler Heads. C. No site observations will commence without "As-Bullt" record 1.06 Inspections: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. PART 6 - WEED ABATEMENT 7.03 General: drawings. The contractor shall not call for a site visit 200 lbs. of Gro-Power or approved equal. 1. Install the sprinkler heads as designated on the without "As-Butt" record drawings, without completing The Contractor shall arrange for inspections by notifying the 6.01 Scope of Work: Maintenance shall start immediately after landscape irrigation and Drawings. Sprinkler heads to be installed In this work previously noted corrections, or without preparing the system Landscape Architect, City and governing authorities, 24 hours prior The above soil conditioning are minimal qualities only and should planting. shall be equivalent in all respects to those itemized. for said visit. to time of inspection, unless otherwise noted. Inspections shall be used only for bidding purpose, because soil conditions may Provide dl material, equipment, and labor necessary to perform all be as listed below, but not necessarily in this order. Only the change drastically from the time these specifications were work as indicated on plans, as reasonably implied, and as Maintain all plants and planted areas on a continuous basis as they inspection pertaining to the project scope of work will apply developed to the time the actual soil conditioning take place. delineated in the specifications. are installed during the progress of the work, and continue to 2. Spacing of heads shall not exceed the maximum indicated Therefore, the Contractor shall obtain his own soils analysis at a maintain them until final acceptance of total project. Replace any on the Drawings. In no case shall the spacing exceed the Rough Grading. rate of one per every 25,000 square feet of planted area. These 6.02 Quality Assurance: dead or dying plants as directed by the Landscape Architect and maximum recommended by the manufacturer. Drain Lines and Catch Basins. soil tests shall be conducted by an approved Agronomic soils City representative. Irrigations (main line pressure, coverage do system operations testing laboratory approved by the project Landscape Architect and 3.04 TEMPORARY REPAIRS test). City. Copies of the soil test to be provided during the Pre- A. The Applicator of all weed control materials shall be licensed A. Irrigation: Operate irrigation system on an established Soil Preparation and Finish Grading. construction job conference. by the State of California as a Pest Control Operator and a program to maintain all plants and planted areas in a healthy The City reserves the right to make temporary repairs as necessary Plant Material (delivery do placement). Pest Control Advisor in addition to any subcontractor licenses condition. Irrigation system run-off shall be kept to a to keep the sprinkler system equipment in operating condition. The Substantial Completion Inspection (at completion of landscape 3.05 Finish Grading: that are required. minimum. Damage to irrigation system resulting from exercise of this right by the City shall not relieve the Contractor CONCRETE SPECIFICATI0NS improvements) - 7 Days. maintenance and equipment and/or maintenance personnel, shall of his responsibilities under the terms of the guarantee as herein Final Inspection (after maintenance period) - 7 days. After rototilling operations are complete, grade areas to establish B. All materials and methods must conform to Federal, State, and be restored to its original condition at no cost to the City. specified. finish grades for planting. All flow lines shall be maintained and Local Regulations. Failure of an art of the irrigation system shall be brought PART 1 GENERAL Y P 9 Ys 9 The contractor shall arrange a Preconstruction job conference with proper tolerances shall be met after settlement at the end of the to the attention of the City. No repairs other than emergency 3.05 EXISTING TREES 1.01 Description the Landscape Architect and City a minimum of seven (7) days prior project maintenance period. 6.03 Submittal: repairs shall be accomplished without written permission from to the beginning work. the City. Where it is necessary to excavate adjacent to existing trees, the Finish grading shall leave surface of the ground uniformly smooth Prior to the installation of any weed control materials, the Contractor shall use all possible care to avoid injury to trees and For concrete information nstru t Construction refer to the Standard Specifications for 1.07 Guaranties: and free of abrupt rade change. Landscape Contractor shall submit to the Landscape Architect Cit P � Y Public Works Construction (Green Book: Edition per the City of P 9 9 P P Architect/City B. Weed Control: Keep all planted areas free of weeds and tree roots. Excavation in areas where two (2) inch and larger Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well Y 9 a list of the weed control materials and quantities per ocre debris b cultivating areas at intervals not to exceed 10 roots occur shall be done by hand. All roots two (2) inches and A. Plant Materials: All trees, shrubs, ground cover; bedding 3.06 Coordination: intended for use in controlling the weed types prevalent and calendar da as any other sections related to the installation, per and post Y'• larger in diameter, except directly in the path of pipe or conduit, installation of concrete work, materials, labor, and clean-up. The plants and lawn shall be guaranteed from date of final expected on the site, as supplied by the Pest Control Advisor. shall be tunneled under and shall be heavily wrapped with burlap to Standard Specifications for Public Works Construction is available acceptance of landscape construction for periods as follows: Weed abatement work shall be coordinated with the installation of Pest Control Advisor shall furnish the Landscape Contractor and prevent scarring or excessive drying. Where a ditching machine is from: the irrigation system rototilling and soil amendment work, and Landscape Architect end City data to demonstrate the compatibility The Contractor may elect to remove such concentrations of run close to trees having roots smaller than two (2) inches in Trees 24" box & larger = 1 year planting. (See Weed Abatement section). of the weed control materials and methods with the intended weeds manually or by an approved herbicide program. diameter, the wall of the trench adjacent to the tree shall be hand BI Building News Trees 15 gal. do smaller = 1 year planting and seed varieties present. trimmed, making clean cuts through. Roots one (1) inch and larger Shrubs All sizes = 120 days PART 4 - TREES AND SHRUBS C. Pest Control: Spray all plants and planted areas at beginning in diameter shall be pointed with two coats of Tree Seal, or 3055 Overland Avenue P Y P P 9� 9 P equal' Los Angeles, CA 90034 Ground Cover 120 days 6.04 Responsibility and Coordination: of maintenance program and as may become necessary thereafter Trenches adjacent to tree should be closed within twenty-four (24) Bedding Plant 120 days 4.01 Scope of Work: b approved(310) 202-7775 y an pp oved method of pest control, to keep all plants and hours; and where this is not possible, the side of the trench Lawn (sod) 120 days A. Landscape Contractor is responsible for the erection of all planted areas free of insects and disease. Method shall be adjacent to the tree shall be kept shaded with burlap or canvas. 1.02 Scope Lawn (seed) 120 days from first mowing Provide all material, equipment, and labor necessary to install oil signs and barriers required to prevent intrusion into the reviewed by the City prior to any applications. Pest Control trees and shrubs as shown on plans, as reasonably implied and as treated areas and to notify the public. shall include Gopher control. 3.06 FIELD QUALITY CONTROL Furnish and install all concrete work complete as indicated on the Guarantees begin after the project acceptance by City and at delineated in the specifications. drawings or as specified, including, but not limited to the the end of the 180-day maintenance period. Landscape B. No material or methods shall affect the landscape planting or D. Pruning: Prune all plants as designated and directed by A. Adjustment of the System: Contractor shall replace and plant all materials which have 4.02 Products hydroseed germination. No material or method shall render the Landscape Architect and Cit at start of maintenance program and following: P Y. P 9 died within the time span stated above, at no cost and within A. Nomenclature - Plant names indicated on the drawings conform job site unusable for more than 10 days from date of continue to prune plants as directed or as may become 1. The Contractor shall flush and adjust all sprinkler heads 5 days from receiving written notice from the Landscape the "Standard Plant Names established by the American Joint application. necessaryuntil the end of the maintenance ram. for optimum performance and to prevent oversproy onto A. Furnish enol set all reinforcing steel, bolts, and anchors. Architect or City. If dead material is not replaced and Committee on Horticulture. Except for names covered therein, program. walks, roadways, and buildings as much as possible. Y•plonted within the 5 day period, City may replace dead the established custom of the nursery is followed. 6.05 Non-Selective Herbicides: Remove trash week) Edround cover to keep in bounds and B. Install all items required by other trades which are to be 9e 9 P t t C d L th h d l i t with material wnew material ancharge e Landscape Contractor trim to growth as necessary to achieve and overall even cost into concrete. P 9 Y 2. If it is determined that adjustments in the irrigation for all expenses incurred. B. Condition - Plants shall be symmetrical, typical for variety Non-selective contact herbicide and/or non-selective s,-stemic appearance. Exterminate gophers and moles; repair damage. equipment will provide proper and more adequate coverage, C. Concrete mow strips, footings for walls, fencing, posts, and species, sound, healthy, vigorous, free from plant herbicides (as recommended by the Pest Control Advisor) the Contractor shall make such adjustments prior to benches, etc., where applicable. disease, insect pests, or their eggs, and shall have healthy, PART 8 - ACCEPTANCE OF PROJECT planting. Adjustments may also include changes in nozzle B. Construction Materials: The contractor shall guarantee all normal root systems, well-filling their container, buy not to 6.06 Selective Herbicides: sizes and degrees of arc as required. 1.03 Protection workmanship and materials for all site development, for a the point of being root bound. Plants shall not be pruned at 8.01 General: period of one year from date of final acceptance of project. anytime, and in no case shall trees be topped. Selective pre-emergent herbicides compatible with seed mixtures (as 3. Lowering raised sprinkler heads by the Contractor shall recommended by the Pest Control Advisor) Upon completion of installation, a maintenance eriod of a minimum of All finished concrete work shall be barricaded to pedestrian P P P be accomplished within ten (10) days after notification traffic for three (3) days. Barricade shall be placed imedlately 1.08 Material and Labor Releases: C. Trees and shrubs shall be growing at a recognized nursery in 180 days for all landscaped areas is required prior to final acceptance by the City. accordance with good horticulture practices and shall be of 6.07 Weed Eradication: of the work b the Cit The Commencement date for the maintenance after concrete finishing. Contractor shall furnish, place and Y Y• Upon completion of the work, the Contractor shall present to the the size and caliper normally associated with the container period shall commence upon written approval for all hoses of planting remove all of his own barricades. Contractor shall be responsible P P PP P P 9 4. All sprinkler heads shall be set perpendicular to City, signed copies of all labor and materials releases for all size specified on plans. Removal of all tags, labels, nursery If in the opinion of the Pest Control Advisor, perennial grasses installation b the Cit Public Works Inspector. Maintenance period finished grades unless otherwise designated on the for any damage to new construction and replacement or repair of the work performed under Site Development. stakes and ties from all plant material prohibited until the and weeds existing in the planting areas will require control prior Y Y P g g work shall be made without added cost to the City. P p P P g P g q p shall be adequate to verify plant characteristics and establishment. Drawings. approval of the Landscape Architect or City. to removal, sproy these areas per Pest Control Advisor's 1.04 Clean-up 1.09 Disposal and Clean-up: recommendations. A. Two inspections shall be made that affect the establishment 5. Rain Bird EFB-CP valves will be set per manufacturers period: The first after all plantings have been completely specification so that each lateral operates at design Upon completion of alt concrete work and before final acceptance, PP beginning Remove all waste materials (including excavated material classified D. All plant material delivered to the slte showing signs of A. Prior to the installation of the irrigation system remove and installed in order too rove the be innin of the p!essure. as unacceptable soil material), trash and debris generated or damage or disease or is insufficient in size to carry out the clear all weeds and deleterious materials from planting areas. establishment period, and the second at the end of the the Contractor shall remove all tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in encountered during the course of landscape construction, and intent of the planting plan will not accepted and will be establishment period. If plantings are not acceptable at the B. Testing of Irrigation System: legally dispose of it. During the course of the work, remove replaced at Contractor's expense. Allow herbicide to kill all weeds. Rake or hoe off all dead end of the 180 da period, due to defective maintenance, then a clean, neat condition acceptable to the City. surplus materials from the site and leave remises in a neat and weeds to a depth of 1" - 2" below the surface of the soil. y P P P continue establishment until all work meets with the 1. The Contractor shall request the presence of the City of clean condition. Clean up and remove all remaining debris and E. Sizes of Planta - Shall be as stated on the Plan. Container Physically remove all weeds from the site. Specifications and can be approved. Rancho Cucamonga in writing at least 48 hours in advance surplus materials upon completion of work, leaving the premises stock (1-gallon, 5-gallon, and 15-gallon) shall have been of testing. neat and clean. The site shall be cleaned upon the request of the grown in containers for at least one (1) year, but not over PART 7 - LANDSCAPE MAINTENANCE B. At termination of establishment period all plant material inspector. two (2) years. shall be live, healthy, undamaged, and free of infestation. 2. Test all pressure lines under hydrostatic pressure of 150 7.01 Scope of Work: Inferior plantings shall be replaced and brought to a pounds per square inch and prove watertight. PART 2 - EXECUTION F. Substitutions - Substitutions for indicated plant material satisfactory condition before final acceptance of work will be will be permitted provided the substitute materials are Provide oil materials, labor and equipment necessary for, or made. All areas shall be neatly raked and free of weeds. Note: Testing of pressure main lines shall occur 2.01 Protection: approved in advance by the City, and are made at no additional incidental to, performing all maintenance requirements as prior to installation of the electric control Keep all plant material delivered to site in a healthy condition cost to the City. Except for authorized variations, all reasonably implied or as delineated in the specifications valves. for planting. Plants shall not be allowed to dry out. Bare root substitute plant materials shall conform to the requirements including, but not limited to the following: stock shall be separated and heeled-in, in most earth or other of these specifications. 3. All piping under paved areas shall be tested under PLANTING SPECIFICATIONS suitable material until planting. Balled and burlopped plants Maintain all plants and planted areas. hydrostatic pressure of 150 pounds per square inch and shall have root boll covered with moist sawdust, wood chips or G. Plants Not Approved - Plants not approved are to be removed Keep planted areas free of weeds and debris. proven watertight prior to paving. other suitable material until planting. from site immediately and replaced with suitable plants. The Prune trees and shrubs. PART 1 - GENERAL City reserves the right to reject entire lots of plants Fertilized all plants and planted areas. 4. Sustain pressure in lines for not less than six (6) 2.02 Installation: represented by defected samples. Irrigation. hours. If leaks develop, replace joints and repeat test 1.01 Scope of Work: Insecticide spraying. until entire system is proven watertight. Detailed layout of plants within the planting areas shall be H. Stoke all trees, as per details immediately after planting to Contractor shall provide all materials, labor and equipment performed by Contractor and approved by the Landscape Architect and prevent wind damage. 7.02 Fertilizers: 5. All hydrostatic tests shall be made only in the presence incidental to and necessary for completing all work, as indicated City prior to planting. of the General Contractor and the City of Rancho on the drawings, as reasonably implied, or as delineated in the I. Plant trees that are to be located in lawn or ground cover A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Cucamonga. No pipe shall be backfilled until it has been Specifications as follows. Soil excavated from planting holes shall be amended to backfill areas after finish grades are first established and allow at Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as observed, tested, and approved in writing. around trees and shrubs using the following mixture: least 7 calendar days prior to installation of said lawns or designated herein, or approved substitute as requiredb the ground cover to provide for thorough watering of trees. All Agronomic soils report. Available from Gro Power (909 393- 6. Furnish necessary force pump and all other test 1.02 Standards: Native, On-Site Soil with rock no greater than 3" in diameter planting holes shall be excavated as defined on appropriate 3744. equipment. Gro Power Plus, 5-3-1 O 15 lbs/cy details. All work and materials shall comply with governing codes, safety Iron Sulfate O 2 lbs/cy B. Ammonium Sulfate: Granular form containing not less than 21% 7. When the irrigation system is completed, perform a orders, standards, and regulations, and meet the minimum 4.03 Soil Amendments: nitrogen and 24% sulfur and shall be registered as an coverage test in the presence of the City of Rancho requirements of the Standard Specifications For Public Works (To be used for bidding purposes only, verify with Agronomic agricultural miner, with the State Department of Agriculture Cucamonga to determine if the water coverage for planting Construction (Green Book) latest edition. Soils Test.) Soil amendments shall be as recommended in the Agronomic soils in compliance with Article 2 - "Fertilizer Materials, Section areas is complete and adequate. Furnish all materials report 1030 of the Agricultural Code. and perform all work required to correct any inadequacies 1.03 Quality Assurance: After backfilling, construct a 3" earthen berm to form watering of coverage due to deviations from the Drawings, or where basin around each plant, to allow thorough water-in and 4.04 Trees Stakes: the system has been willfully installed as indicated on A. All Contractors performing Site Development work, must be establishment. the Drawings when it is obviously inadequate, without licensed in accordance with the laws of the State of Tree stakes shall be lodge pole pine tree stakes. See tree staking bringing this to the attention of the City of Rancho California. Prior to installation of turf and ground cover, remove water basins detail on plans for further information. Cucamonga. This test shall be accomplished before any from around trees and shrubs. Berms In turf areas to be removed ground cover is planted. B. Contractor shall provide the Landscape Architect and the City prior to City acceptance. PART 5 - GROUND COVER AND BEDDING PLANTS with a list of Subcontractors and Material Suppliers expected 8. Upon completion of each phase of work, the entire system to be employed during the course of construction. PART 3 - SOIL PREPARATION AND FINISH GRADING 5.01 Scope of Work: shall be tested and adjusted to meet site requirements. C. Contractor shall obtain and keep in force Public Liability and 3.01 Scope of Work: Provide all materials and equipment and perform all work necessary 3.07 MAINTENANCE Property Damage Insurance, during entire course of the for and incidental to installing all ground cover and bedding Construction Contract. The amount of insurance shall be A. Provide all materials and equipment, and perform oil work plants, as shown on plans, as reasonably implied, or delineated in A. The entire irrigation system shall be under full automatic determined by City. necessary for and incidental to the soil preparation and the specifications. operation for a period of seven (7) days prior to any finish grading of all planting and lawn areas as shown on planting. D. Prior to start of site development work, the Contractor shall plans, as reasonably implied, or as delineated in the 5.02 Bedding Plants: notify the Landscape Architect and City to give starting and specifications. B. The City of Rancho Cucamonga reserves the right to waive or completion dates. Contractor shall also supply the Landscape Perennials and Annuals: Provide healthy container grown plants shorten the operation period. Architect and City with the name and telephone number of the B. Furnishing, placement and grading, of topsoil for backfilling from a recognized nursery, and of the species and variety shown on person in charge of the work. of planters if required. plans. 3.08 CLEAN-UP 1.04 Responsibilities and Coordination: C. Cleaning and finish grading of planters areas and planting Clean-up shall be made as each portion of work progresses. Refuse areas. 5.03 Ground Cover and excess dirt shall be removed from the site, ail walks and A. Permits: The Contractor shall obtain and pay for all permits paving shall be bloomed or washed down, and any damage sustained on and inspections required by governing authorities for the work 3.02 Topsoil: Ground Cover: Provide ground cover of the species shown on plans. the work of others shall be repaired to its original condition. to be performed. Ground cover shall be established and well rooted in flats or A. Existing on-site soils listed as 'acceptable under 'Site similar containers. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE B. Existing Conditions: The Contractor shall verify all Grading' specification. conditions and dimensions shown on the plans at the site prior 5.04 Mulch: A. The Contractor shall operate each system in its entirety for to commencement of any work under this contract. The B. Topsoil imported to site for use as fill, backfill in planters the City of Rancho Cucamonga at time of final observation. Contractor shall verify the location and depth of all and mounding, shall be sandy textured. Silt plus clay content Mulch: Shall be of compacted wood chip fiber. Any items deemed not acceptable by the City of Rancho underground utilities prior to start of work. of this soil shall be no greater than 15% by weight. The Cucamonga shall be reworked to the complete satisfaction of boron content of this soil shall be no greater than 1 part per 5.05 Coordination: the City of Rancho Cucamonga. C. Temporary Utilities: The Contractor shall apply for and pay million as measured on the saturation extract. The sodium all cost incurred for all temporary utilities such as water, absorption ratio (SAR) shall not exceed 3.0 millimohos per A. Do not have plants delivered to the job site until site B. The Contractor shall show evidence to the City of Rancho electrical power and gas as required by him for the centimeter at 25 C. In order to ensure conformance, samples conditions ore ready for planting. If planting is delayed, Cucamonga that the City has received all accessories, charts, construction of the project. Temporary services shall be of the imported soil shall be submitted to an agronomic soils keep plant roots moist and place in a sheltered location record drawings, and equipment as required before final site coordinated with the City and other contractors on the job testing laboratory, approved by the project Landscape protected from the sun, wind and other damaging elements. DESCRIPTION OF REVISION DATE CITY observation can occur. site. Architect for analysis prior to use. Result of testing to be APPROVED: delivered to City for approval. Soil test to include analysis B. Soil preparation and fine grading shall be completed and trees 3.10 SITE OBSERVATION SCHEDULE D. Survey, Reference Points, and Elevations: The Contractor is and recommendations. and shrubs installed prior to bedding plants and ground cover CITY 0 RANCHO C U C A M 0 N G A responsible for establishing oll surveys, reference points and planting. A. The Contractor shall be responsible for notifying the City of elevations required by him, and shown on plans for proper 3.03 Soil Amendments: Rancho Cucamonga in advance for the following observation execution of site construction. 5.06 Installation: meetings, according to the time indicated: All soil amendments shallOspecified In the Agronomic FOOTHILL MEAD 0 W S T R 15 711 E. Traffic: The Contractor is responsible for all temporary Suitability/Fertility soils report furnished furnished by the Contractor Plant ground cover and bedding plants in moist soil and space as 1. Pre-Job Conference - 7 days traffic barriers and detours required by him for the indicated on plans. construction of the project. All temporary traffic barriers 3.04 Soil Preparation: 2. Pressure supply line installation - 24 hours and detours shall conform to all conditions required by the If Each plant shall bf plonted with its proportionate ofnatnt of soil S TR E E TS C A P E City or governing authorities. All work on irrigation system shell be complete and inspected for so as to minimize root disturbance. Soil moisture shall be such 3. Lateral line and sprinkler installation - 24 hours recommended approval and, fine grading completed, prior to that soil does not crumble when removing plants from container. 1.05 Defective and Unauthorized Work: rototilling and prior to soil amendment work. SPECIFICATIONS 4. Automatic controller installation - 24 hours Regrade planter areas after planting, to restore smooth finish Ail work which is determined by inspection to be defective in its After rough grades have been established, prepare all lawn and grade and to insure proper surface drainage. A 4" layer of mulch 5. Control wire installation - 24 hours construction or deficient in any of the requirements of the plans planting areas by tilling or cross ripping to a depth of 12". All material shall be spread over the entire planter area after grade `NNDSC,q,o APPROVED BY DATel A`'' - and specifications, shall be remedied or removed, and replaced by rock and debris more than 2" in diameter shall be removed from the is established. Watering shall begin immediately after mulching. L L site, except for areas that are to be sodded, in which all rock q CITY ENGINEER GG�.G 6. Pressure supply line and lateral line testing - 48 hours the Contractor of his own expense in a manner acceptable to the (Grading shall accommodate the mulch) ��- � � 'Q� RCE NO 24953 Landscape Architect and City. and debris more than 1" in diameter shall be removed. ti DESIGN RECOMMENDED 7. Coverage test - 48 hours 5.07 Protection: W LDA LDA ASSOCIATES, INC. Apply , spread, and rototil in all soil amendments as recommended � � � m 8. Final observation - 7 days to a depth of 6". Water area thoroughly after rototilling is Erect temporary fencing or barriers to protect planted areas from J LANDSCAPE ARCHITECTS complete. Incorporate even) into the to 4" to 6" the following damage prior to final acceptance. 12 31 DRAWN SHEET P P Y P 9 9 P P S�iAExPEOATE * ENVIRONMENTAL PLANNERS B. When observations have been conducted other than the City of for each 1,000 square feet of planting area: Rancho Cucamonga, show evidence in writing of when and by whom J`> �Z"�3 'oo �Q LDA 23276 SOUTH POINTE DRIVE, SUITE 215 L-20 OF 20 f these observations were mode. LAGUNA HILLS, CALIFORNIA 92653-1434 F� CHECKED CALIFORNIA LICENSE # 1434 DRAWING NO. l � Ofi CALF NEVADA LICENSE # 256 / DML (949) 454-9440 FAX (949) 454-0287 (l0 q 3 L SHEET OFZ AV U FOOTHI --\I AD OWS STREETSCAPE DEVELOPER / OWNER PACIFIC COMMUNITIES BUILDER , INC . NORTH SIDE MILLER AVE . 1000 DOVE ST. , STE . 100 TRACT NO . 15711 NEWPORT BEACH , CA 92660 L. M . D . N0 . 8 ( 949 ) 660 - 8988 VICINITY MAP GENERAL NOTES SHEET INDEX 1 NOTES SHALL CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY L- 1 TITLE SHEET 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-2 LANDSCAPE CONSTRUCTION PLAN 3 ALL WORK K SHALL BE DONE IN ACCORDANCE TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD FOR PUBLICWORKS L-3 IRRIGATION PLAN 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC L-4 IRRIGATION DETAILS LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND L-5 PLANTING PLAN SERVICE ALERT AT 1 -800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L- 6 PLANTING DETAILS & NOTES 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR BASELINE ROAD AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON L-7 IRRIGATION SPECIFICATIONS THE PLANS. L-8 PLANTING SPECIFICATIONS 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND h 15 STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER.T. 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES Z) ? SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. w PROJECT S ITE 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION > FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 a DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 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 DEEP THE IRRIGATION SYSTEM IN MILLER AVE. FULL WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTCIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11 . CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE o NUMBER 760-438-0525. O I rO DRIVE 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: Q A. BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8" WIDE X 6" DEEP CONCRETE HEADERS 3 Q B. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8" WIDE X 6" DEEP CONCRETE HEADERS w GARCIA DRIVE '`' C. BETWEEN CITY-MAINTAINED GC AND ANY PRIVATE-MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS D. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT CONSULTANTS SHALL BY MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. FOOTHILL BLVD. N.T.S. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: LANDSCAPE ARCHITECT: A. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. NNDSCgp B. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THEp LI F � CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL MILLENNIUM DESIGN �`� "� -1;3 AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. �, y C. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ASSOCIATES, INC. _ D. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE ARCHITECTS W 23276 SOUTH POINTE DRIVE, SUITE 215 Y LAGUNA HILLS, CALIFORNIA 92653-1434 T 9/31/03 ;XP MAINTENANCE RESPONSIBILITY MAP QUAN1111ES s CALIFORNIA LICENSE # 1434 _ NEVADA LICENSE # 256 F 0 (949) 457-1189 FAX (949) 457-1160 OF CALIF CIVIL ENGINEER: MILLER AVENUE DAN GUERRA & ASSOC. , INC . PLATANUS ACERIFOLIA - 24 BOX MULTI 2 MAGNOLIA GRANDIFLORA - 15 GAL 30 10271 —B TRADEMARK STREET TOTAL STREET TREES 32 RANCHO CUCAMONGA, CA 91730 + ! 'F! TOTAL COBBLE HARDSCAPE 4,269 sf (909) 987-4306 �� i��► r �� I TOTAL SIDEWALK GREATER THAN 4' WIDE 1,910 sf CONTACT. MR. DAN GUERRA ,b ti �, Af I TOTAL NON-TURF AREA 10,608 sf �• f 81A AY I W j ... TOTAL SQUARE FEET OF PROJECT 16,787 sf (0.39 ACRES) • .� - TOTAL S.F. TRAIL AREA N/A TOTAL L.F. TRAIL FENCING N/A ' TOTAL L.F. OF CITY MAINTAINED WALL N/A • �* M � _ TOTAL L.F. OF CITY MAINTAINED FENCE N/A Em Wlz !�'ivc �, DESCRIPTION OF REVISION DATE CITY •-r MY i M ' r� �� i irli APPROVED i •- ` � C Cy M --� G �1►r LONE Y DIOYE CITY OF RANCHO CUCAMONGA P r •r �,� !�r I r MILLER AVENUE . • � ' ''! c� FOOTHILL MEADOWS •t: :;.......... ..: TR 15 711 r TITLE SHEET MILLER AVENUE PLO ►—+ LMD AREA O APPROVED BY: DATE CITY ENGINEER R.c.E, No.24953 N.T.S. DESIGN IURECOM D MILLE M DESIGN D MDA ASSOCIATES INC. DRAWNH LANDSCAPE ARCHITECTS SHEET MDA 23276 SOUTH POINTE DRIVE, SUITE 215 L- OF 8 LAGUNA HILLS, CALIFORNIA 92653-1434 CHECKED CALIFORNIA LICENSE # 1434 DRAWING NO. NEVADA LICENSE # 256 DML (949) 457-1189 FAX (949) 457-1160 1 693-L 3-25-02 PROJECT SHEET OF PERIMETER WALL PER ENGINEER'S PLAN 46.7 PERIMETER W LL PER ENGINEER'S PLAN a� p W o >tjtp r lot py Lo Lo if it II _ © II II © �� © o • TRIP CONCRETE MOWS 2s' s" 20' 20' 20 22' 34' ' 18' 20' 20' 23' 14' 20' 11' DETAIL ON SHEET L-6 ALIGN MO STRIP MILLER A CONCRETE MOWSTRIP W WALL DETAIL ON SHEET L-6 CONCRETE MOWSTRIP ALIGN MOWSTRIP DETAIL ON SHEET L-6 / WALL ALIGN MOWSTRIP W/ WALL J PERIMETER WALL PER ENGINEER'S PLAN L _ I ° W 00 NOT A PART U E--�' °� WSTRIP © RETAINING WALL CONCRETE MO [—� DETAIL ON SHEET L-6 SEE GRADING PLAN ALIGN MOWSTRIP h� • e ��. W/ WALL v 20' 19' 22' 20' Ll 20' 25'-6- MILLER AVENUE PERIMETER WALL PER ENGINEER'S PLAN 10' WATEREASEMENT TO C.C.W.D. v v• •••• v •• ••• 4j 3.7 A 12' S.D. EASEMENT�TO HE CITY OF R.C. CH c° _ Z 4 b c� st 6. / oo _ r �45.5Lo ILo © ■ �, _rn lz N� o �'�• 57'-6" 20' joy 20' 2 20' 20' ' 89 6' CH 18'-6" 20' 20' 20' 20' 10' 21'-6" 20' 20' 20' 27g4 x 91 A 7 /1 /1 A ( CONCRETE MOWSTRIP 6 WLLER A UE N U E DETAIL ON SHEET L ALIGN MOWSTRIP W/ WALL LEGEND BOULDERS 'A' = 24" DIAMETER BOULDERS 'B' = 30" DIAMETER BOULDERS 'C' = 36" DIAMETER BOULDERS SEE CITY STD. DETAIL # 542 ON SHEET L-6 ® COBBLE PER DETAIL #542 ON SHEET L-6 5' MIN. 16' MAX. 12, CONCRETE MOWSTRIP PER DETAIL ON LANDSCAPE SHEET L-6 EASEMENT TO CH CONCRETE HEADER @ EDGE OF CITY OF RANCHO ROCKSCAPE — PER DETAIL ON CUCAMONGA SHEET L-6 �p,NDSCgp M❑ WATER METER CONNECTION FOR IRRIGATION CONNECTION *\GN�EL �,uFy� DESCRIPTION OF REVISION DATECITY WALL � ns APPROVED: - z CITY OF RANCHO CUCAMONGA R.O.W. 2 �L�9 MILLER AVENUE 9/31/03 EXP. OATE"rF �i�' � �P FOOTHILL MEADOWS TRACT 15711 I � _ I�I q'r SEE AP VARIES OF'— I IR CAIS CONCRETE HEADER MILLER AVE 1- SECTION A-A '-°" LANDSCAPE CONSTRUCTION PLAN N.T.S. "—I APPROVED BY : DATF�. CITY ENGINEER RCE 0 24953 DESIGN MILLENNI DESIGN RECOM E ED MDA ASSOCIATES, INC. CONTRACTOR TO PROVIDE A SMOOTH DRAWN LANDSCAPE ARCHITECTS ENVIRONMENTAL PLANNERS MDA SHEET 25276 SOUTH POINTE DRIVE,SUITE 216 L A A AN E. �. LAGUNA HILLS,CALIFORNIA 92653-1434 L— OF 8 CHECKED CALIFORNIA LICENSE 9 1434 DRAWING NO. 0 20' 40' DML NEVADA LICENSE f 256 (949)457.1169 FAX (949)4".1160 1 693—L 3-75-02 PRO.IFCT SHFFT / OF . NOTE : CONTRACTOR TO PULL (1) 'LABELED' COMMON WIRE AND (2) 'LABELED' CONTROL WIRES TO THIS AREA. LOCATE W/ 36" LOOP IN A VALVE BOX. ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE IN EACH DIRECTION. CONTROLLER NOTE : 'A' CONTROLLER 'A' TO BE A CALSENSE ET2000-8-LR/RR, W/TP-1, TP-110 & P.O.C. DIAGRAM 'A' N LR DOME. LOCATE IN A STRONGBOX ENCLOSURE 2" (SB-24-SS/120v) , LOCATE AWAY FROM VIEWS. CONTRACTOR TO PROVIDE METER-J 110V CONTINUOUS POWER. ■ ■ 113 n 8 4 A BACKFLOW DEVICE FLOW SENSOR •L. SQ.�T. 885 SQ.1=T. F-+-� J6.7 MASTER VALVE O b Ir> 61m SQ.f=T. o b„ k 5 A 1 A ■ �1 ��°. '� � p<o1 �6 co°' 1 �4 " Z 3 A6 �� 4 ±J-4 2 O 47 11 1 �4 11 •> •90 �' IRRIGATION LEGEND ■ L �• �" I" �" milk1m2m JQ.FT. 87m gQ� SYMBOL MFG. MODEL NO. DESCRIP"CON ILgD. Gk'M YSl �•V t" I" t�, I t" '" t" • 11 � ` �" 11 / tl{j• tl.■ � I " c I 1 i I I i b DIA. '+r / , i, tt,' © ^I -e RAINBIRD 1812-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 25 f © " t c 11 t�' A �I t" ❑ RAINBIRD 1812-SAM-PRS-5H HALF SPRAY HEAD 5' .20 25 � I• t� t1r,• - - - - . - . - . 4" DIA. � •� � � i►y• try" � Q � ♦ RAINBIRD 1812-SAM-PRS 8Q QUARTER SPRAY HEAD 8' .26 25 ,u, I@ RAINBIRD 1812-SAM-PRS-8F FULL SPRAY• RAI. BIRD 1812-SAM PRS-8H HALF SPRAY HEAD 8' .52 25 bt ■ IRG8LRe1/S- 25 RAINBIRD 1812-SAM-PRS-8-VAN ADJUSTABLE FARC HEAD 8' .7AD 8r 20555 25 z, PROVE DE SLEEVE PROV SLEEVE �� ♦ RAINBIRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 25 ILLER AVENUE ��, � RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 25 RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 25 RAINBIRD 1812-SAM-PRS-8-VAN ADJUSTABLE ARCH HEAD 8' .72-1.55 25 d RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 1T .65 25 O RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 25 0 RAINBIRD 1812-SAM-PRS-12F FULL SPRAY HEAD 12' 2.60 25 RAINBIRD 1812-SAM-PRS-I2-VAN ADJUSTABLE ARCH HEAD 12' .65-1.95 25 b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 25 CONTROLLER NOTE : 'B' POINT OF CONNECTION : 'A' 0 RAINBIRD 1812-SAM-PRS-15F FFULL SPRAY HEAD F SPRAY READ 15' 3.70 25 CONTROLLER 'B' TO BE A CALSENSE ET2000-8-LR/RR, W/TP-1, TP-110 & " TABLE WATER METER - SEE CIVII. PLAN FOR LOCATION. RAINBIRD 1812-SAM-PRS-I5-VAN ADJUSTABLE ARCH HEAD 15' .92-2.78 25 INSTALL A 11/2 LR DOME. LOCATE IN A STRONGBOX ENCLOSURE ) CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES OR'VAN'VARIABLE ARC LOCATE AWAY FROM VIEWS. CONTRACTOR TO PROVIDE INSTALL A 11/2" FEBCO 825YA-BV-1.50 REDUCED PRESSURE TYPE BACKFLOW NOZZLE TO AVOID OVERSPRAY AND ENSURE FULL COVERAGE. (SB-24-SS/120v) 110V CONTINUOUS POWER. DEVICE. INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. COORDINATE THESE LOCATIONS WITH CITY INSPECTOR. ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN WILL REQUIRE RAINBIRD PCS SCREENS. AVAILABLE PRESSURE : 71.9 PSI Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. J DESIGN PRESSURE : 53.8 PSI GATE VALVES 11/2"AND SMALLER-NIBCO T-585-70-66 -LOCATE IN A CARSON VALVE BOX. //0 ;Sn B MAXIMUM DEMAND : 25 GPM GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. 134rJSQ.1:T_ WATER METER : 1244.9 ELEV. HIGHEST HEAD SERVED : 1248.0 ELEV. RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE 1 �4 32 1N A CARSON VALVE BOX. '►, 2 B PRESSURE VERIFIED ON 5-29-02 @ 79 PSI BY CCWD (909)987-2591 RAYMOND ABEYTA O w 1 � / i i 12 90 SQ.FT. ��• ��• M WATER METER-FOR LOCATION REFER TO PLAN. W I 1 2 b Q BACKFLOW DEVICE- 11/2 FEBCO 825YA-BV-1.50 REDUCED PRESSURE TYPE BACKFLOW DEVICE- (LOCATE 1N A STRONG BOX SBBC-30-AL.) VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE OR INSTALLATION. lye y• I, AUTOMATIC CONTROLLER TO BE CALSENSE ET2000-8-LR/RR, W/TP-1,TP-110,AND LR DOME. ,• O • t• © t ty• t t• Cr- � "} LOCATE IN STRONGBOX ENCLOSURE#SB-24-SS/120V. II NOT A PAR MASTER VALVE-2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAM GLOBE VALVE. w c O CALSENSE FM-150 FLOW METER- INSTALL PER CALSENSE SPECIFICATIONS. h PVC SCH 40 LATERAL LINE- 12"COVER IN PLANTING AREAS, _„ -� ��r' bt�• 24"COVER UNDER PAVING. -SIZES INDICATED. - PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2"OR LARGER- 18"COVER ■ PROVIDE EVE IN PLANTING AREAS,24"COVER UNDER PAVING-SIZES INDICATED. N. P.O.C. DIAGRAM 'B' N MILLER 1 PVC SCH 40 WIRE SLEEVE-SIZE AND LOCATION AS NOTED. v - _ _ _ _ _ PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA.OF PIPE OR AS NOTED-PROVIDE �n ren n i SLEEVE UNDER ANY PAVING OR COBBLE STONE THAT EXCEEDS 4'WIDE. METER -� ■ INDICATES STATION NUMBER rr -xX' INDICATES CONTROLLER BACKFLOW DEVICE At M� INDICATES GPM FLOW SENSOR INDICATES VALVE SIZE MASTER VALVE SQ. FOOTAGE OF AREA SERVED SLEEVING NOTE POINT OF CONNECTION : 'B' CON]RAC"I OR 10 PROV1DEiINSTALL SLEEVING UNDER ALL COBBLE& HARDSCAPE AREAS FOR MAINLINE,WIRES AND LATERALS WHETHER INSTALL A 11/2" (POTABLE) WATER METER - SEE CIVIL PLAN FOR LOCATION. SHOWN OR NOT. INSTALL A 11/2" FEBCO 825YA-BV-1.50 REDUCED PRESSURE TYPE BACKFLOW DEVICE. INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. COORDINATE THESE LOCATIONS WITH CITY INSPECTOR Underground Service Alert IF AVAILABLE PRESSURE : 73.26 PSI oCall: TOLL FREE DESIGN PRESSURE : 55.8 PSI1-800 MAXIMUM DEMAND : 32 GPM 422-4133 WATER METER : 1241.8 ELEV. HIGHEST HEAD SERVED : 1248.0 ELEV. TM0 WORKING DAYS BEFORE YOU DIC PRESSURE VERIFIED ON 5-29-02 @ 79 PSI BY CCWD (909)987-2591 RAYMOND ABEYTA bpm 1=T. 15 y 4 S 64SGfT. �tj9 W 100 45.5 ID , � -- �T ,1,4.. " 1 '' ,• • ~ ©�'• �' lo-4 �cNIE` `�cv,Q 9.p DESCRIPTION OF REVISION DATE CITY • c �, ,• + " y" c ,�" c © �<v �,� ,16 nZ APPROVED• LAM CITY OF RANCHO CUCAMONGA 34" 0 U w o Ah W 0.0 --4 uk 9/31/03 EXP. DATE �� _" -°� 2- s�.� 2-4-0 ,P FOOTHILL MEADOWS TRACT 15711 - - - - - - - - - - - - - - - - 9 5 $ 925 SQ.f=T. PROVIDE SLEEVE rF of CA�\� MILLER AVE 1 /4 19 ILLER AVENUE b � 925 f=T IRRIGATION PLAN 1 �4 19 SSpp 8 S8 APPROVED BY DATE:/ CITY ENGINEER RCE N 24953 DESIGN MILLENNI M DESIGN RECOMMENDED MDA ASSOCIATES, INC. DRAWN LANDSCAPE ARCHITECTS SHEET ENVIRONMENTAL PLANNERS MDA 23276 SOUTH POINTE DRIVE, SUITE 215 LAGUNA HILLS,CALIFORNIA 62653-1434 L-3 OF CHECKED CALIFORNIA LICENSE 01434 DRAWING NO. O 20' 40' DML NEVADA LICENSE 0 256 (949)457.1169 FAX(Mg)457.111W 1 693-L 3-75-07 PROJECT SHFFT 50 OF PRESSURE LOSS CALCULATIONS PRESSURE LOSS CALCULATIONS WATER METER A' 11/2" WATER METER B' 1112- Z In 3 ELEVATION 0 1411 TANK ELEVA TION 1411 TANK 'SNAP-TITS- WATERPROOF Sm CONNECTOR OR EQUAL STATIC PRESSURE HIGH 71.92 PSI LOW 66.29 P.S.I. STATIC PRESSURE HIGH 73.26 PSI LOW 68.26 P.S.I.WIRE SERVICE LOOP (LOOP z ROUND PLASTIC VALVE BOX & SOURCE OF INFORMATION RAYMOND ABEYTA ® CCWD SOURCE OF INFORMATION RAYMOND ABEYTA ® CCWD "" COVER ETCHED IRRIGATION GATE ENOUGH WIRE TO EXTEND WIRE a PHONE NUMBER (909) 987-2591 PHONE NUMBER (909) 987-2591 BUNDLE 6" ABOVE GRADE) IZ (CARSON OR EQUAL) DATE OF INFORMATION 5-31-02 DATE OF INFORMATION 5-31-02 SOCKINPLICEG OTOPCET HEDWITH "S.B� _ _ _ '� FINISH GRADE H.G.L. MEAN ELEVATION NIA/ (REQUIRED IF STATIC H.G.L. MEAN ELEVATION N/A (REQUIRED IF STATIC ev I=I I I I=III=III= PRESSURE IS UNKNOWN) PRESSURE IS UNKNOWN) W I I =I III-�I WATER METER ELEVATION 1244.9 WATER METER ELEVATION 1241.8 � AT GRADE IN LAWN AREAS p _ z i - I_ BALL VALVE - 1 1/2' OR SMALLER WITH 166. 1 X .433 = 71.92 169.2 X .433 = 3 IN PLANTER BEDS II I w -II I I STAINLESS STEEL HANDLE REMOTE CONTROL VA 73.26 _ I ( LVE A4 SIZE 1 1/2' REMOTE CONTROL VALVE { B6 SIZE 1 1/2" 11-- CLEAN BACKFILL SEE RESILIENT WEDGE - 2' OR LARGER WITH - TE VALVE 2" OPERATING NUT MAXIMUM DEMAND 13 G.P.M. MAXIMUM DEMAND 19 G.P.M. _ _ ■ SPECS. FOR MATERIAL. Z - EPDXY COATED ELEVATION OF HIGHE1248 ST HEAD 1248 ELEVATION OF HIGHEST HEAD N I-I I I 90X COMPACTION REQUIRED _ ZIII I I I_ - VALVE 12" X 18" GREEN PLASTIC METER NON-PRESSURE LATERAL LINE: BOX. CARSON OR EQUAL I= TRENCH= SCH. 40 SNAKE PIPE IN QTY. SIZE /TEM P.S.I. LOSS QT1• SIZE ITEM � 3" 3' P.S.I. LOSS _ 11/2" WATER METER 0.0 11/2" WATER METER 0.7 PRESSURE SUPPLY LINE: SCH. 40/CL. 315 SNAKE II=I III- PIPE IN TRENCH 11/2' R.P. BACKFLOW DEVICE 12.0 11/2" R.P. BACKFLOW DEVICE 12.0 =I I I I=I I 1 1/2' FLOW METER 1.2 1 112- FLOW METER 1.2 =III-I _ I'd'w1P I 2" MASTER VALVE 0.2 2" MASTER VALVE 0,2 CONTROL WIRES - BUNDLE - =III I I=I I INSTALL ADJACENT �D _ - o-o "o-e 2" GATE VALVES) 1.2 2' GATE VALVES) 1,2 _ _ AND TAPE AT 15' _ _ - PRESSURE SUPPLY LINE m _ odd 310, 2" MAIN LINE ,71 256' 2" MAIN LINE 89 IF I I -III-III=III- _ ' �° Y° ° 1" R.C.V. ASSEMBLY 2.5 1" R.C.V. ASSEMBLY 2.5 /24VOLT WIRES. TAPED AND I I-I 6" TYP. PROVIDE 8" MIN. OF SAND -I I I I )I I-I I I I BUNDLED AT 15 FT. INTERVALS BEDDING AND SHADDING 40' 3/4" LATERAL LINE LOSS 2.05 40' 3/4" LATERAL LINE LOSS .86 2 CU. FT. PEA GRAVEL 3/4" WASHED CRUSHED 40' 1" LATERAL LINE LOSS 1.34 55' 1. LATERAL LINE LOSS 1.08 NOTES: AGGREGATE BASE 15' 1 1/4' LATERAL LINE LOSS .17 115' 1 1/4" LATERAL LINE LOSS 1.02 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2' LATERAL LINE LOSS 0 10' 11/2" LATERAL LINE LOSS .22 NOTE: 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 10X)1 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS, FITTING LOSS ( 2.13 FITTING LOSS (10X) 2.11 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18' MIN. DEPTH 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. ELEVATION CHANGE (+/-) -2. 16 ELEVATION CHANGE (+/-) -3.48 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3" AND LARGER 24' MIN. DEPTH 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. TOTAL PRESSURE LOSSES: 25.66 TOTAL PRESSURE LOSSES: 27.46 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIACITY OF RANCHO CUCAMONGACALIFORNIA PRESSURE TO OPERATE HEADS: 25 PRESSURE TO OPERATE HEADS. 25 , +APPROVED BY' STANDARD PIAN ♦ RDS° STANDARD PLAN APPROVED Sn STANDARD PLAN TOTAL PRESSURE REQUIRED: 50.66 TOTAL PRESSURE REQUIRED: 52.46 24 VOLT SPLICE BOX TYPICAL TRENCHING VALVE LOWEST STATIC PRESSURE AVAILABLE- 66.29 LOWEST STATIC PRESSURE AVAILABLE.- 68.26 540 532 _ - 3" or smaller 518 CITY ENGINEER DATE )ISE WITH STANDARD fPEdFiCATION3 FOR MIBLIC WO CONSTRUCTION CITY ENGOEER DATE )ISE INIT'VI STANDARD SPECIFICATIONS FOR PUBLIC WORttS CONSTRUCTION CITY ENGINEER DATE 1IBE WITH STANDARD SPECIFICATIONS FOR PUBLIC MORKS CONSTRUCTION Sir 1 OF t +15.80 RAF• s4o64 SHEET I OF 1 Is RC.E 24053 stl�T I 1 R.C.E. 24S'13 RESIDUAL WATER PRESSURE: +15.63 RESIDUAL WATER PRESSURE. CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20 PSI CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI p,NDSC.j � AF ��l�,�\GNPEL LAA, S SPRINKLER - ANGLE PIPE TO 24' STRONG Box MODEL No STAND ALONE CONTROLLER WITH ANTENNA '�1 SB-24SS/12ov c o, ZD ti SPECIFIED DEPTH WITH 45' ELLS SCH 40 PVC MALE ADAPTOR W Q # SCH 80 PVC UNION "SNAP-TTTE" WATERPROOF LR Dow FORT C9 W W FTI BRASS OR PVC NIPPLE CONNECTORS OR EQUAL �x��LOCATRD or . y ELECTRIC CONTROL VALVE NOTE:ENCLOSURE TO SE GROUNDED PER PER CITY AND CALSENSE 9/31 03 EXP. ;ATE Q p HARDSCAPING(SEE NOTE 4) SISTALLAflON/LOCATO N COAXIAL CAKE * 1 S PLASTIC VALVE Box LOCAL CODE. GROUND ROD TO BE REPRESENTATIVE. I r C \ MARKED 'IRRIGATIONICV' ,+ �+ + j x CALSENSE CONTROLLER 9/F z (CARSON OR EQUAL) sr, ►+ �a CONTROLLER SIDE,ENCLOSURE. ON } W AND VALVE SEQUENCE - •in[ ' �;` - MODEL NO. PER FLANS a � ETCHED WITH CONTROLLER �' - `- Y jil 'IOF CA�� Z " I=III =1I III I=6 MINt FINISH GRADE GRADE ��X -� CALSENSE NARNM = - OUTLET-SIDEWALK MIN. II I t ERMINAL STRIPS TO MOISTURE I 22` FOOTING INSTALL A D SLO OF MATCH CONTROLLER SENSORI :' I 3' ABOVE GRADE AND SLOPE SIZE. ATTACH RRICAio " * TOP TO DRAIN AT MINIMUM OF 2x.CLEW BACKFILL - SEE r o REMOTE PIGTAIL. ONFG° is ��`. I I I PER PLANS CN _ WHERE = SPECS. FOR MATERIAL 1 Y-- _REQUIRED ■ 90X COMPACTION REQUIRED ao I_ COMMON40 PVC CC NTROL �SINFELD MIIIIE3" PIC TAIL EXPANSION -I I II I I I I""I I I I I I I I "III` i t I� - LOOP (MIN. 24" LONG) O ^ - I=I I PROVIDE 8' MIN. OF SAND ( - BEDDING AND SHADDING R' \ - BRASS ANGLE -I I I _ 120 VOLT WIRE IN RIGID STl>1 I 6 I VALVE W/UNION ■ CONDUIT (PER LOCAL CODE) 90' SWEEP ELL F��I DESCRIPTION OF REVISION DATE Gln c 3 3/4' WASHED M -I . . . Ell TO POWER SIDE OF CABINET (TVP.) APPROVED: =1 I I . . . . . I I=� ENCLOSURE MOUNT CITY O F RANCHO CUCAMONGA a;:P Z �,a: CRUSHED AGGREGATE =III-I • • • • • • • • • � III- __ LR DOME PORE EPDXY _ - CONTROL WIRE SLEEVE - PHOTO ELECTRIC SWITCH FOR SECURITY �, BOX. INSTALLATION/LOCATION NOTES -III SIZE PER PLAN INSTALL LIGHT CONTROL AS REQUIRED PER PER CRY AND CALCENSE REP. IIm m SCH 80 PVC NIPPLE - ADJACENT TO PRESSURE PLANS I n ■ -III=I ...... ' ' . . . . . . III- I , L INSTALL COWWXLEH FEH MFS. POOrM RMTRU"NM AND PER LOCAL CONTROL do COMMON WIRES • • • • • • . • SUPPLY LINE CODES. LOCATION TO IME AFMtOVED SI FIELD BY THE CITY INSPECTOR FOOTHILL MEADOWS TRACT 15711 =) I I I I r ELECTRIC METER PER SCE M11oR TO coMSTRucT{ON. -I I I=I PRESSURE SUPPLY LINE PERCALSENSEPLAN CONTROLLER MODEL N0. L 1 I 2. CONTROL rBSIE SEQUENCE TO CORRESPOND TO THE FLAWS MOM MILLER AV E -- - - _ PER PLANS. I -III-III-I I I - _ SLEEVE - SIZE TWICE REFER TO CONTROLLER , I WQIIENCE OF )EMOTE CONTROL VALVES.-III I-) I I DIAMETER OF PRESSURE NL � ONE EXTRA WOW ICpLOR ORANGE) TO FARTHEST NCV ON EAC" T- INSTALLATION STD. - I -I I SUPPLY LINE I LJ BRANCH OF THE MAINLINE FOR FUTURE IME. PIGTAIL EACH ORANGE 6" SECURITY LIGHT WIRE AT THE ENCLOSURE. TIMER'REQUIRED PER L BRASS NIPPLE -�{ F--- PLANS. IRRIGATION D ETA I I c SCH 40 PVC SXSXT TEE NON-PRESSURE LATERAL FINISH L J PRESSURE SUPPLY LINE UNE SLEEVE - SIZE TWICE GRADE 8' GROUND ROD 1. COMMWI ON RE TO SE V*M AND CONTROL WMHE To SE RED IN COLOR. NOTES: NOTES: DIAMETER OF NON-PRESSURE FOR SECURITY LMIN.SCH CON IT LATERAL LINE FI I I I I I I E. NO SPLICES SSE HALL MADE BETWEEN CONTROLLER AND REMOTE IGHT 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. t. ALL SLEEVES TO BE SCH 40 PVC. WIRING. 27r 120 VOLT WINE IN RIGID CONTMDL VALVES APPROVED BY DA �- 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STEEL CONDUIT (PER 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. LOCAL CODE) E LR PORT TO DOME R CONNECTED TO DN:RAL RADIO 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. _ '�' MTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER CITY ENGINEER RC E 024953 )OR ¢ 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY - - SYSTEM PRTO ACCEPTANCE T 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND STD. NO. 1 4 20 2 MIN. TO 36 MAX DEPTH TO TOP OF PIP - E VALVE NUMBER. ( BELOW DESIGN T 1. STRUCTURAL SE ♦ ALL ELECTRICAL SECTION). T')"C DEV)CES SMALL R E SE COMM GRouNDED PER LOCAL C E D E D ODE. MILLENNIU DESIGN CITY OF RANCHO CUCAMONGA, CALIFORNIA MDA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA � SOCIATES, INC. p APPROVED BY. , CITY OF RANCHO CUCAMONGA CALIFORNIACALI T STANDARD PIAN APPROVED BY, �, FORNIA REMOTE CONTROL VALVE WITH STANDARD PLAN APPROVED BY, CONTROLLER ENCLOSURE STANDARD PLAN liR.C.E, APPROVED STANDARD PLAN DRAWN ENVLANDSCAPE ARCHITECTS SHEET SHUT- TYPICAL CONTROLLER ASSEMBLY ENTAL PLANNERS OFF VALVE & UNION 520 SLEEVING 533 TYPE A 522 INSTALLATION - TYPE A 524 MDA 23276 SOUTH POINTE DRIVE,SUITE 213CITY ENGTNEER DA )ISE WITH STANDARD S►ECNIGTIONS FOR PUBLN:WORKS OOMSTRUCTION CITY ENGINEER DATE USt WITH STANDARD SfDCIFIGTIONS F•011 PUlLIC IBOIBf9 COIISTUC'TION CITY ENGINEER DATE USE WRII STAIIOARD S►ECIFlGTIDNS f011 PUBLIC WIORKS OOIISIRI1CT1011 CITY ENGINEER -� O F R.CE. Y406a SHEET 1 1 R.cF, LAGUNA HILL!24051 SHEET 1 OF 1 R.C.E. 24ER SHEET 1 OF ] USE W TH BrANDARB SPECIFICATIONS FOR Pueuc WORNa CONSTRUCTION SI£ET I OF 1 .ry IAL ICE CALIFORNIAN E 92653 14.34 24053 CHECKED CALIFORNIA LICENSES 1 434 DRAWING N0. DMLNEVADA LICENSE 6 256 (949)457-1189 FAX(949)457-1160 1 693- L 3-25-02 PROJECT SHEET ■S� OF I I Par tri 17 Die veg 7 _ ' Q, p Ma 4 5 gallon \46.20 •/ �•�. 5 gallon Par�tri11 _ 46.7 47. 15 gallon �gal itX 1com 28Die ve 8 '� �� 1. 1 •sr �� W • , rot 5 gallon sta, � 0� 1 gallon • U • c Die ve 7 V Pit var Fes ovi 111 5 gallon Lan 'DW' 6 1 gallon Die ve 6 5 gallon 5 gallon 5 gallon 27 Fes ovi 64 X 1 com 18 MILLER A �DW 6 Fes ovi Lan DW 6 5 gallon Pla ace 1 LaMa �gallon 1 gallon 1 gallon 24"box Fes ovi 111 Fes ovi 111 �gallon �al Fes ovi 36 P ace 1 1 gallon �gallon 4"box 1 gallon J � Par tri 38 ' � 5 gallon X 1 com 34 b � V V V V V V 5 gallon _ Pit var 5 5 gallon NOT A PART Mag gra 20 15 gallo � h Lan mon 9 D '• D ' Lan 'DW' 13 Oh J Dia veg 5 5 gallon 5 gallon Fes ovi 66 Fes ovi 44 I E R AVENUE Pit var 4 gallonM � � 1 gallon 5 gallon 10' WATER EASEMENT TO C.C.W.D. 48" STORM DRAIN 1 9 �j9 44 43.7 �� 112 S.D. EASEMENT TO HE CITY OF R.C. 61 .5 � U Ir `1it�var22 � ►�• Die ve 9 0� Pit var 15 Fes ovi 26 �9 D� — Fes ovi 153 �� gallon � 5 gallon 5 gallon 1 gallon Lan mon 4 �gallon Xyl com 9Lr) X 1 com 6 Lan 'DW 135 gallon 5 gallon M LLE A E Lan mon 4 �gallon 1 5 gallon gallon SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY REMARKS TREES (Mag gra) . Magnolia grandiflora Southern magnolia 15 GALLON 30' o.c. 30 Stake flat - detail 502 Stake on slope - detail 505 (Pla ace) Platanus acerifolia London plane tree 24" BOX 30' o.c. 2 Multi-trunk Stake flat - detail 502 Stake on slope - detail 505 SHRUBS (Die veg) :> Dietes vegeta Fortnight lily 5 GALLON 5' o.c. 34 (Lan 'DW) ® Lantana 'Dwarf White' Dwarf white lantana l GALLON 4' o.c. 106 (Pit var) Pittosporum t. 'Variegata' Variegated mock orange 5 GALLON 6' o.c. 54 (Xyl com) Xylosma c. 'Compacta' Compact xylosma 5 GALLON 8' o.c. 95 VINES �O �Hp D Si qp� GROUND COVER & � �c DESCRIPTION OF REVISION DATE CITY n APPROVED: (Lan mon) O Lantana montevidensis Trailing lantana 5 GALLON 6' o.c. 17 CO2 '� (Fes ovi) Festuca ovina 'Glauca' Sheep fescue 1 GALLON 12" O.C. 863 W o M CITY OF RANCHO C U C A M O N G A Parthenocissus tricus idata Boston i 5 GALLON 15' o.c. 66 Self attaching * 9/31/03 EXP. DATE (Note: Vine symbols are shown on back side of wall for clarity - vines shall be planted on wall facing street) s� f 2'�AQ" FOOTHILL MEAD0WS TRACT 15711 °� � L'F MILLER AVE PLANTING PLAN * If the size of the planting space varies, Contractor shall add or delete plants as required, to fill planting space. * Contractor to maintain minimum 10' distance between tree planting and drain and sewer lines per City Standard Detail 501. APPROVED BY DATE. * Miller Ave Landscape Maintenance District Areas shall be constructed per City Engineering Div. Reqs. CITY ENGINEER - RCE N 49 5 3 DESIGN MILLENNIUM DESIGN RECOMM DED Plant symbol/Plant abbreviation MDA ASSOCIATES, INC. Pla ace 1 =---Plant quantity DRAWN SHE60' LANDSCAPE ARCHITECTS ENVIRONMENTAL PLANNERS 241'boxMDA 23278 SOUTH POINTE DRIVE, SUITE 215 L—5 Plant size $ LAGUNA HILLS,CALIFORNIA 92853-1434 OF R CHECKED CALIFORNIA LICENSE 8 1434 DRAWING NO. 0 20' 40' DML NEVADA LICENSE 8 258 (949)457-1189 FAX (949)437-1160 1 693—L 3-75-07 PROJFCT SHFFT sol OF 1. REMOVE NURSERY STAKES W E NOTES2 PAS W PLUMB AM PLANTING NOTES: 3. STAKE TREE PERPENDICULAR ` U v TO PREVAILING WAND. 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE S U r N CONDITONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. (,vr �lJ U p CONTRACTOR SHALL BE PESPONSIBLE FOR REMOVING AND RE-INSTALLING * w E IRRIGATION EQUIPMENT, AND REPLANTING AREAS EAS WHICH 1 , ARE NOT INSTALLED TOP T� TO BE PLACED AS LOW V AS POSSIBLE ON THE TRUNK TOP OF STAKES BELOW HEAD (^, TO \ ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH � PER PLAN AND SPECIFICATION. BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. v S OR ALLOW THE HEAD TO DROP. 40 MAIN TRUNK 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL TK;fiTIY COMPACTED 3' BERM TO FORM vl TOP T� TO BE PUKED AS DEPRESSED WATERING BASIN. * (2) SETS OF CINCH TIES LOW AS POSSIBLE ON THE PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACK FILL REQUIREMENTS. �i $pPACED 24' APART ATTACH WITH TRU�JNK TO ALLOW FPR WI TKA OF ROOTT3ALL TO EXTEND 2' > FLE%INC OF THE TREE BUT TOP OF STAKES BELOW ABOVE FINISH GRADE 4' WOOD CHIP MULCH. GALVANIZED SCREWS TO 3" HEAD OF TREE WHERE TOP OF ROOTBALL TO NOT SO LOW AS TO LOSE ORIGIN& GRADE \iNATIVE BACKFILL WITH NO ROCKS EXTEND 2' ABOVE 12" MAXIMUM LODGE POLES. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES GREATER THAN 3" DIAMETER. FINISH GRADE THE HEAD TO DROP. MAIN TRUNK PIPES, STRUCTURES, ETC. AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/ 2" DA. LODGE POLE FINE STAKES (2) SETS OF CINCH TIES SPACED 24- .3* BERM TIGHTLY COMPACTED IN TOPAOF BOVE FINISHROOTBALL GTO EXTEND RADE WITHWOOD OOD PRESERVATIVE BRVATIVE STAN. SCREWS ART, ATTACH• WITH lGPOLANI ED REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND III PLACE TO FORM WATERING BASIN. INTO DISTURBED SOIL AND POSITM FACILITIES. I- ORIGINAL GRADE STAKES OUTSIDE ROOTBALL 2" WTTH WOO2" Dkk D PRESERVATIVE E POLE INE STAKES III- THE STAIN 3• BERM TIGHTLY COMPACTED DRIVE A MINIMUM of Ls- INTO 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUCTION WITH THE IN PLACE TO FORM WATERING UNDISTURBED SOIL AND POSITION PLANT LOCATED OUTSIDE OF STAKES OUTSIDE ROOT BALL III _ I I PLANT PITLO INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES l� ROOT BALL I I =1 I ROOT BALL = FRONTARBO �s '" n'� "�A5 AND HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED TOP OF ROOTBALL TO EXTEND 2" ABOVE FINISH GRADE. AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. I III-III- I - � -11 PLANT PIT TO WIDTH OF THE E (2)TIMES THE PLANT PIT TO- - - - WIDTH OF THE E (2) TIMES THE NATIVE BACKFILL WITH - TIGHTLY COMPACTED 3" BERM TO FORM - - NO ROCKS GREATER INC IN F- WATER BAS OR RESIDENTIAL AND_ 5. ALL PLANT MATERIALS Sll- I i� I ITHAN 3" DIAMETER - GROUND COVER INSTALLATIONS. LOCATE HALL BE APPROVED FOR QUALITY BY THE CITY AND &I III-I I III-I I - - - RooT BALLI Ol1TSIDE OF PLAIT PIT. BERMS IN TURF LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT - _ - - 1 AREAS TO BE REMOVED PRIOR TO CITY I I II I PLANT PIT TO BE 2) ACCEPTANCE. TIMES THE MOTH _ �I)��(111 - MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY _III-I 11=I I I-�I I-I I I I-III- �rrT TI�TTT- - THE ROOT BALL PRIOR TO EXCAVATION. NATIVE S%CKFILL WITH NO - ROCKS GREATER THAN 3' UNDISTURBED NATIVE SOIL DIAMETER - - - _ - - 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY UNDISTURBED NATIVE SOIL DAMAGED LANDSCAPE AREAS BEYOND THE LINIT OF WORK, THAT IS A DIRECT RESULT UNDISTURBED NATIVE SOIL. _ I I II I I I I I� I-1 I ► III I �-� I�IBJ ISI 11=�I ,� � OF THE LANDSCAPE CONTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT IIS I- 1 NATIVE BACKFILL MH'� 3' ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS UNLESS NATES. NOTES: I I,,. I I� -)I�I ROCKS GREATER THAN 3' DIA. + I. UNTANGLE MATTED ROOTS A K ROOT ALL Roars A7 EDGE 1. UNTANGLE MATTED ROOTS RA LOOSENING ALL ROOTS AT EDGE _ OTHERWISE APPROVED BY THE CITY. OF ROOT BOLL 00 NOT CRACK ROOT BALL. OF ROOT BALL. DO NOT CRACK ROOT BALL. NOTES: - 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL. _ _ NATIVE SOIL UNDISTURBED 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL 3. STAKE TREE PERPENDICULAR TTWICE ROOT BALL MDT O PREVAILING WIND. H QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, Y. APPROVED BY, . GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR CONTAINER :TISTANDARD PLAN I.APPROVED R STANDARD PLAN APPROVED BY,STANDARD PLAN STANDARD PIAN 8WHENEVER SHRUB/ DOUBLE STAKED TREE PLANTING ON SLOPE 507 CONTAINER PLANTING 506 DOUBLE STAKED TREE ON SLOPE 5 GAL - 24" BOX 502 PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A _ 505 - - CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS CITY ENGINEER DATE CITY ENGINEER CITY ENGINEER CITY ENGINEER DATE Ute „ �A„O,II,e SrECIF1CATNNIS FOR PURIIC WORKS CONSTRUCTION R.C£. U1� � �� SPEdT1CATKNIf FOR PUBLIC WORKS CONSTRUCTION TAFFY 1 !f I RL.f. RATE UTE NRN STANDMD >pECIFICATKRQ FOR PUBLIC WORKS COMSTRUCTK)N SHEET i OF 1 R.C.E. DATE V!K WITH STAMDARO SPECIFICATIONS 1011 PUBLIC WORKS CONSTRUCTION SHEET I OF 1 R.C.E. SPIFFY I OF 1 HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSED ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICAATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL 4' OF COMPACTED WOOD CHIP AT THE REQUIRED RATES PER 1,000 SQ. FT. RDSCAPING (CONCRETE HEADER, MULCH. 4 CY. NITROGEN STABILIZED SAWDUST CURB GUTTER, SIDEWALK, ETC.) FINISH GRADE 120 LBS GYPSUM ONE HALF of SPACING CONCRETE HEADER - 1/2' RADIUS 125 LBS GRO-POWER PLUS LIMIT OF PLANTER AREA REQUIREMENT EXPOSED EDGES AND FINISH PER PLAN 12 1IN LAWN (INSTAL AT GRADE LEVEL AT SWALE 11. LANDSCAPE AREAS SHALL RECIEVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND EE NOTE OR • FINISH GRADE SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER ARESA, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE N I-III-I I I�,+�•• MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR 11=I I 1III= T i_ �I I TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: 111=111=111 I I�I 11=1 ILI' I, III I I iI I IEI I E III Yk i-' -iII I r-II EARTHWORKS SHOVEL CUT EDGE COMPACTED UNR _ US13610 CITRUS AVE NATIVE SOIL SS OTERWISEIINTRUCTED) NORCO, CA E ILIA (909) 538-3321 NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SWILL NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL I THE P 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON E LAWS AND BLEND SPACING (TRIANGULAR UNLESS OTHERWISE INDICATED ON INTO EDGES AT GROUND COVER AREAS. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 2. WHERE PUNTED ADJACENT TO WALLS, WALKS, CURBS OR 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING FROM SUCH UMITS. SEE LEGEND FOR SPACING REQUIREMENTS. NOTES: 1. PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/8* EXPANSION 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES JOINTS AT 20'-0. O.C. OF PLANT MATERIALS. PLAIT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATESONLY 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND PRIVATELY-MAINTAINED AREAS. 3. CONCRETE TO BE 520-C-2500 MIN. CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ,L APPROVED By, STANDARD PLAN ♦APPROVED BY, SHRUB AND GROUND COVER STANDARD PLAN APPROVED I I MULCH INSTALLATION 509 SPACING 50 CONCRETE HEADER STANDARD PLAN 8 - - 534 CITY ENGINEER DATE UK WITH SPECWATKRIS PUK)C WORKS CONSTRUCTION CITY ENGINEER DATE - � � FOR SHEET 1 OF I USE WITH lPEGF1CATIONS FOR ~ WORKS COMSTRl1CT10N CITY ENGINEER SHEET L ff 1 BGE. R.C.E.RESFEET 1 OF 1 � DATE U� WITH fTANOARD fPECIfICA710NS FOR PUBLIC WORKS CONSTRUCTION R.L.E. R STORM DRAIN/UNDERGROUND UTILITIES R POINTS REFERENCE I. LANDSCAPEPOINT VA REF [ NUE] CLAIMED SHEET( �/ #) 1 . WATER CONSERVING PLANTS.[20] 20 L-5 W SIDEWALK 2. TURF LIMITED TO 251.[20] 20 L-5 UTILITY z I S.L. 3 PLANTS GROUPED BY WATERING NEED.[10] 10 L- 5 1 I51 1 1 1 1 4. HARDSCAPE (NON-IRRIGATED) SURFACES.[10] 10 L-5 [CURB AND GUTTE %METER 10' 5' W 5. PERMEABLE PAVING.[5] 0 � MIN. MIN. • - 6. LOW-WATER TURF VARIETIES.[5] 0 7. MULCH PROVIDED IN NON-GROUND COVER AREAS.[5] 5 L-5/L-8 R 8. SOIL AMENDMENTS.[5] 5 L-8 W SIDEWALK n Z' CFH0 I APDR ETH S.L. I TOTAL POINTS CLAIMED: 70CITY DESCRIPTION OF REVISION DATE APPROVED: CURB AND GUTTER [MINIMUM POINTS REQUIRED: 60] 5' S 5' 10' 10' MIN. MIN. I . I . UNDERGROUND CITY OF RANCHO CUCAMONGA STRUCTURE eg. CATCH BASIN I. IRRIGATION [POINT VALUE] FOOTHILL MEADOWS TRACT 1 7 TRANSFORMER VAULT. NOTES: 5 1 1 * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER 1 . LOW GALLONAGE IRRIGATION SYSTEM. 20 20 L-3 MILLER AVE 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT 2. AUTOMATIC CONTROLLER.[20] 20 L-3 CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.[10] 10 L-3 PLANTING DETAILS AND NOTES PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND 4. SOIL MOISTURE SENSORS.[10] 0 FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY 5. RAIN SENSORS.[5] (LOCATED AT CENTRAL CONTROL SYSTEM)5 OWNED WATER & SEWER LATERAL LINES. p,N D S CAo, 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 6. WIND SENSORS.[5] 0 �p L F APPROVED BY DATE/ 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 7. SENSITIVE TO SLOPE FACTORS.[5] 5 L-3 �Kt� � CITY ENGINEER RCE NO 24953 x ENGINEERING DIVISION. 'kj y 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY 8. RECLAIMED OR RECYCLED WATER.[5] 0 + DESIGN MILLENNIUM DESIGN RECOMME ED STANDARD PLANS. o � MDA ASSOCIATES, INC. 1-9 CITY OF RANCHO CUCAMONGA, CALIFORNIA __4TOTAL POINTS CLAIMED: 60 9/31/03 EXP.DATE DRAWN LANDSCAPE ARCHITECTS SHEET APPROVED BY; STANDARD PLAN ENVIRONMENTAL PLANNERS TREE PLACEMENT [MINIMUM POINTS REQUIRED: 60] `Pl l?,•�•Ov �Q Mpq 23276 SOUTH POINTE DRIVE,SUITE 215 Q IN DAT USE WITH STANDARD SPEORCATIONS FOR PUBLIC WORKS CONSTRUCTION 501 qlF LAGUNA HILLS,CALIFORNIA 926'53-1434 L-6 OF U C.E. SHEET 1 of 1 OF CALF CHECKED CALIFORNIA LICENSE 0 1434 DRAWING NO. NEVADA LICENSE#256 DML (949)457-1189 FAX(949)457-1160 1 693-L 3-25-02 SHEET S3 OF IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, 4. The Contractor shall dimension from two (2) permanent and services necessary to furnish and install the Irrigation points of reference, such as building comers, sidewalk GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: 3. A 117 volt duplex box shall be provided with an On/Off 2. A fine granular material bockfill will be initially System as shown on the Drawings and described herein. edges, road intersections, etc., the location of the switch, and a 117 volt receptacle. Metal conduit shall placed on all lines. No foreign matter larger than one- following items: We hereby guarantee that the irrigation system we have furnished 1. Backflow prevention unit shall be of size and type run from the 117 volt supply to the controller housing. half (1/2) inch in size will be permitted in the initial B. Standards: All work and materials shall comply with governing a. Connection to existing water lines. and installed is free from defects in materials and workmanship, indicated on the irrigation drawings. Install backflow All power within the housing shall be properly phased. backfill. codes, safety orders, standards, and regulations, and meet the b. Connection to existing electrical power. and the work has been completed in accordance with the Drawings and prevention units in accordance with the Drawings. minimum requirements of the Standard Specifications For Public c. Gate valves. Specifications, ordinary wear and tear, unusual abuse, or neglect 4. A terminal strip shall be provided, clearly indicating 3. Flooding of trenches will be permitted only with approval Works Construction (Green Book) latest edition. d. Routing of sprinkler pressure lines (dimension max. excepted. We agree to repair or replace any defects in material or 2. Wye strainers at bockflow prevention units shall have a the proper points of connection of all appropriate wiring of the City of Rancho Cucamonga. 100' along routing). workmanship which may develop during the period of one year from bronzed screwed boy with 60 mesh monel screen and shall (station valves, master valve, common, central control). 1.02 QUALITY ASSURANCE do REQUIREMENTS e. Sprinkler control valves. date of acceptance and also to repair or replace any damage be similar to Bailey #1006 or approved equal. f. Routing of control wiring and locations of all splice resulting from the repairing or replacing of such defects at no Q. Miscellaneous Irrigation Equipment: 4. If settlement occurs and subsequent adjustments in pipe. A. Permits and Fees: The Contractor shall obtain and pay for any boxes. additional costs to the City. We shall make such repairs or 3. All pressure main line piping between the point of valves, sprinkler heads, lawn, planting, or other and all permits and all observations as required. g. Quick coupling valves. replacements within a reasonable time, as determined by the City, connection and the backflow preventer shall be installed 1. Refer to the Irrigation Plans for sizes and types of construction are necessary, the Contractor shall make all h. Stub-outs for future connections. after receipt of written notice. In the event of our failure to as required by local code. The Contractor shall verify miscellaneous irrigation equipment. required adjustments without cost to the City. B. Manufacturer's Directions: Manufacturer's directions and I. Other related equipment as directed by the City of make such repairs or replacements within a reasonable time after with the local governing body as to material type and detailed drawings shall be followed in all cases where the Rancho Cucamonga. receipt of written notice from the City, we authorize the City to installation procedures prior to start of construction. 2. All miscellaneous irrigation equipment shall be as C. Trenching and Backfill Under Paving: manufacturers of articles used in this Contract furnish proceed to have said repairs or replacements made at our expense Submit shop drawing for approval. specified or approved equal. directions covering points not shown in the Drawings and 5. On or before the date of the final field observation, the and we will pay the costs and charges therefore upon demand. 1. Trenches located under areas where paving, asphaltic Specifications. Contractor shall deliver the corrected and completed I. Check Valves: concrete, or concrete will be installed, shall be sepias to the City of Rancho Cucamonga. Delivery of PROJECT: FOOTHILL MEADOWS TR 15711 STREETSCAPE PART 3 - EXECUTION backfilled with sand (a layer four (4) inches below the C. Ordinances and Regulations: All local, municipal and state the sepios will not relieve the Contractor of the 1. Swing check valves 2" and smaller shall be 200 pound pipe and six (6) inches above the pipe) and compacted in laws, and rules and regulations governing or relating to any responsibility of furnishing required information that 3.01 OBSERVATION OF SITE CONDITIONS W.O.G. bronze construction with replaceable composition, layers to 95% compaction, using manual or mechanical portion of this work ore hereby incorporated into and made a may be omitted from the prints. LOCATION: CITY OF RANCHO CUCAMONGA neoprene, or rubber disc and shall meet or exceed Federal tamping devices. Trenches for piping shall be compacted part of these Specifications, and their provisions shall be WW-V--51D, Class A,Specification Type IV. A. All scaled dimensions are approximate. The Contractor shall p yp to equal the compaction of the existing adjacent carried out by the Contractor. Anything contained in these C. Controller Charts: check and verify all size dimensions and receive approval from undisturbed soil and shall be left in a firm unyielding Specifications shall not be construed to conflict with any of SIGNED: 2. Anti-drain valves shall be of heavy dutyvirgin PVC the City of Rancho Cucamonga prior to proceeding with work g� condition. All trenches shall be left Flush with the the above rules, regulations, or requirements of the some. 1. As-builts drawings shall be approved by the City of under this Section. construction with F.I.P. thread inlet and outlet. adjoining grade. The Contractor shall set in place, cap However, when these Specifications and Drawings call for or Rancho Cucamonga before controller charts are prepared. Internal parts shall be stainless steel and neoprene, and pressure test all piping under paving prior to the describe materials, workmanship, or construction of a better ADDRESSED: Anti-drain valve shall be field adjustable against B. Exercise extreme care in excavating and working near existing paving work. quality, higher standard, or larger size than is required by 2. Provide one controller chart for each controller drawout from 5 to 40 feet of head. Anti-drain valve utilities. The Contractor shall be responsible for damages to the above rules and regulations, the provisions of these sequence. shall be similar to the Volcon "ADV" ora roved equal. utilities which are caused by his operations or neglect. pp q 2. Generally, piping under existing walks is done by Specifications and Drawings shall take precedence.. PHONE: DATE OF ACCEPTANCE: Check existing utilities drawings for existing utility jacking, boring, or hydraulic driving, but where any 3. The chart shall show the area controlled by the automatic J. Control Wiring: locations. cutting or breaking of sidewalks and/or concrete is D. Explanation of Drawings: controller and shall be the maximum size which the necessary, it shall be done and replaced by the controller door will allow. _PART 2 - PRODUCTS 1. Except as noted otherwise, connections between the C. Coordinate installation of sprinkler materials including pipe, Contractor as a part of the Contract cost. Permission to so there shall be no interference with utilities or other automatic controllers and the electric control valves cut or break sidewalks and/or concrete shall be obtained 1. Due to the Scale of the Drawings, it is not possible to 4. The chart is to be a reduced drawing of the actual 2.01 MATERIALS shall be made with direct burial copper wire AWG-U.F. 600 construction or difficulty in planting trees, shrubs, and pp from the City of Rancho Cucamonga. No hydraulic driving indicate all offsets, fitting, sleeves, etc., which may installed system. However, in the event the controller volt. Control wiring installed in control wire conduit ground covers. will be permitted under concrete paving. be required. The Contractor shall carefully investigate sequence is not legible when the drawing is reduced, it A. General: Use only new materials of brands and types noted on within structure shall be made with AWG-TW solid copper the structural and finished conditions affecting all of shall be enlarged to a size that will be readable when drawings, specified herein, or approved equals. wire. Pilot wires shall be a different color wire for D. The Contractor shall carefully check all grades to satisfy 3. Refer to City Standard 120 "Trench Repair" when within his work and plan his work accordingly, furnished such reduced. each automatic controller. Common wires shall be white himself that he may safely proceed before starting work on the City streets susceptible to traffic loads. fittings, etc., as may be required to meet such B. PVC Pressure Main Line Pipe and Fittings: with a different color stripe for each automatic irrigation system. conditions. Drawings are generally diagrammatic and 5. The chart shall be a block line or blueline ozolid print controller. Install in accordance with valve D. Assemblies: indicative of the work to be installed. The work shall and a different color shall be used to indicate the area 1. Pressure main line piping for sizes 2" and larger shall manufacturer's specifications and wire chart. In no case 3.02 PREPARATION be installed in such a manner as to avoid conflicts of coverage for each station. be PVC Class 315. shall wire size be less than #14. 1. Routing of sprinkler irrigation lines as indicated on the between the irrigation system, planting and architectural A. Physical layout: Drawings is diagrammatic. Install lines (and various features. 6. When completed and approved, the chart shall be 2. Class 315 pipe shall be made from an NSF approved Type 1, 2. Wiring shall occupy the some trench and shall be assemblies) in such a manner as to conform with the hermetically sealed between two pieces of plastic, each Gardel, PVC compound conforming to ASTM resin installed along the some route as pressure supply or 1. Prior to installation, the Contractor shall size stake details in the Drawings. 2. All work called for on the Drawings by notes or details piece being a minimum 20 mils. specification D1784. All pope must meet requirements as lateral lines wherever possible. out all pressure supply lines, routing and location of such be furnished and installed whether or not set forth in Federal Specification PS-22-70, with on sprinkler heads. 2. Install NO multiple assemblies in plastic lines. Provide specifically mentioned in the specifications. 7. These charts shall be completed and approved prior to the appropriate standard dimension (S.D.R.) (Solvent-weld 3. Where more than one (1) wire is placed in a trench, the each assembly with its own outlet. final field observation of the irrigation system. Pipe). wiring shall be taped together at intervals of fifteen 2. All layout shall be approved by the City of Rancho 3. The Contractor shall not willfully install the irrigation (15) feet. Cucamonga prior to installation. 3. Install all assemblies specified herein in accordance system as shown on the Drawings when it is obvious in the D. Operation and Maintenance Manuals: 3. Pressure main line piping for sizes 1-1/2" and smaller with respective detail. In absence of detail drawings or field that obstructions, grade differences, or shall be PVC Schedule 40 with solvent weided joints. 4. An expansion curl shall be provided within three 3 feet B. Water Supply. to discrepancies in area dimensions exist that might not 1. Prepare and deliver to the Cit of Rancho Cucamonga �o P P ( ) Specifications pertaining to specific items required it P 9 P Y 9 of each wire connection. Expansion curl shall be of complete work, perform such work in accordance with best have been considered in engineering. Such obstructions within ten calendar days prior to completion of 4. Schedule 40 pipe shall be made from NSF approved Type 1, sufficient length at each splice connection at each 1. The irrigation system shall be connected to water supply standard practice with g P p prior approval of City of Rancho or differences should be brought to the attention of the construction, two hard-cover, three ring binders Grade 1 PVC compound conforming to ASTM resin electric control valve, so that in case of repair, the point(s) of connection as indicated on the Drawings. Cucamonga. City of Rancho Cucamonga. In the event this notification containing the following information: specification D1785. All pipe must meet requirements as valve bonnet may be brought to the surface without is not performed, the Contractor shall assume full set forth in Federal Specification PS-21-70. disconnecting the control wires. Control wires shall be 2. Connections shall be made at the approximate location(s) 4. PVC P g pipe and fittings shall be thoroughly cleaned of responsibility for any revision necessary. a. Index sheet which states Contractor's name, address, laid loose) In trench without stress or stretching wire shown on the Drawings. The Contractor is responsible for y g dirt• dust, and moisture before installation. and telephone number, and which lists each 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF conductors. minor changes caused by actual site conditions. Installation and solvent welding methods shall be as 1.03 SUBMITTALS installed equipment and material item including approved conforming to ASTM test procedure 02466. recommended by the pipe and fitting manufacturer. names and addresses of manufactures localC. Electrical Supply. 5. All splices shall be made with Scotch-Lok X3576 Connector A. Material list: representatives. 6. Solvent cement and primer for PVC solvent-weld pipe abd Sealing Packs, Rainbird Snap-Tile wire connectors., or b. Catalog and parts sheets on every material and fittings shall be of type and installation methods approved equal. Make only one splice with each connector 1. Electrical connections for any and all automatic 5. On PVC to metal connections, the Contractor shall work 1. The Contractor shall furnish the articles, equipment, equipment item installed under this Contract. prescribed by the manufacturer, sealing pack. controllers shall be mode to electrical point(s) of the metal connections first. Teflon tape or approved materials, or processes specified by name in the Drawings connection as indicated on the Drawings. equal, shall be used on all threaded PVC to PVC, and on and Specifications. No substitution will be allowed C. Guarantee statement. 7. All PVC pipe must bear the following markings: 6. Field splices between the automatic controller and all threaded PVC to metal joints. Light wrench pressure without prior written approval by the City of Rancho d. Complete operating and maintenance instructions on electric control valves will not be allowed withouti 2 rior . Connections shall be made at the approximate locations) p is all that is required. Where threaded PVC connections Cucamonga. all major equipment. a. Manufacturer's name approval of the Cit of Rancho Cucamonga. shown on the Drawings. The Contractor is responsible for PP y g minor changes cause b actual site conditions. are required, use threaded PVC adapters into which the b. Nominal pipe size g Y pipe may be solvent welded. 2. Complete material list shall be submitted prior to 2. In addition to the above mentioned maintenance manuals. C. Schedule or class K. Automatic Controller: performing any work. Material list shall include the provide the City's maintenance personnel with d. Pressure rating in P.S.I. 3.03 INSTALLATION E. Line Clearance: manufacturer, model number, and description of all instructions for major equipment and show evidence in e. NSF (National Sanitation Foundation) approval 1. Automatic controller(s) shall be of size and type shown materials and equipment to be used. Although writing to the City of Rancho Cucamonga at the conclusion f. Date of extrusion on the Drawings. A. Trenching: 1. All lines shall have a minimum clearance of six (6) manufacturer and other information may be different, the of the project that this service has been rendered. inches from each other and twelve (12) inches from lines following is a guide to proper submittal format: 8. All fittings shall bear the manufacturer's name or 2. Final location of automatic controller(s) shall be 1. Dig trenches straight and support pipe continuously on of other trades, with the exception of the control wire E. Equipment to be Furnished: trademark, material designation, size, applicable I.P.S. approved by the City of Rancho Cucamonga. bottom of trench. Lay pipe to an even grade. Trenching sieeve(s) which shall be installed adjacent to pressure Item No. Description Manufacturer Model No. schedule and NSF seal of approval. excavation shall follow layout indicated on the Drawings supply line. Parallel lines shall not be installed 1. Supply as a part of this contract the following tools: 3. Unless otherwise noted on the Drawings, the 120 volt and as noted. directly over one another. 1 Backflow Preventer Febco 825Y C. PVC Non-Pressure Lateral Line Piping: electrical power to each automatic controller location is a. Two (2) sets of special tools required for removing, to be furnished by others. The final electrical hook-up 2. Provide for a minimum of twenty-four (24) inches cover F. Automatic Controller Assembly. 2 Automatic Controller Colsense ETi-DTR2 disassembling and adjusting each type of sprinkler shall be the responsibility of the Contractor. for all irrigation lines installed under paving or and valve supplied on this project. 1. Non-pressure buried lateral line piping shall be PVC hardscoping. Install as per er manufacturer's instructions. Remote control 3 Master Valve Clayvol 136ACSKC-24V b. Two (2) four-foot valve keys for operation of gate Schedule 40 with solvent-weld joints when installed in L. Electric Control Valves: valves shall be connected to controller in numerical se uence valves. planting areas. 3. Provide for a minimum of twenty-four (24) inches cover q as shown on the Drawings. 4 Etc. Etc. Etc. C. Two (2) keys for each automatic controller. 2. Non-pressure lateral line piping installed under awed 1. All electric control valves shall be the same size and for all pressure supply lines of three (3) inches or d. One (1) quick coupler key and matching hose swivel P P P g P type shown on the Drawings. larger in diameter. G. High Voltage Wiring for Automatic Controller. for every five (5) or fraction thereof of each type areas shall be PVC Schedule 40 with solvent welded Irrigation submittal must be specific and complete. All of quick coupling valve installed. joints. 4. Provide for a minimum of eighteen 18 inches cover for 9 P P q P 9 2. All electric control valves shall have o manual flow g ( ) 1. 120 volt power connection to the automatic controller items must by listed and should include solvent, primer, adjustment. all pressure supply lines of two and one half (2'/t") shall be provided by the Contractor. wire, connectors, valve, boxes, etc. No copies of 2. The above mentioned equipment shall be turned over to the inches or smaller manufacturer's literature (catalogcuts are required as Cit at the conclusion of the project. Before final 3. Pipe shall be made from NSF approved, Type 1, Grade 11 ) q y P PVC compound conforming to ASTM resin specification 3. Provide and install one control valve box for each 2. All electrical work shall conform to local codes, submittal information. observation can occur, evidence that the City has P g P electric control valve. 5. Provide for a minimum of twelve (12) inches for all non- ordinances, and union authorities havingjurisdiction. received material must be shown to the City of Rancho D1784. All pipe must meet requirements set forth in pressure lines. 3. The Contractor may submit substitutions for equipment and CFederal Specification PS-22-70 with an appropriate y Cucamonga.g standard dimension ratioM. Control Valve Boxes: H. Remote Control Valves: . materials listed on the Drawings by following procedures 6. Provide for a minimum cover of eighteen (18) inches for as outlined in Section 1.05 of the Irrigation 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 1. Use 10" x 10-3/4" round box for all gate valves. Carson all control wiring. 1. Install where shown on the Drawings. Where grouped Specifications. 4. Except as noted in paragraphs 1, 2, and 3 of this section 9 P P Industries #910-128 with green bolt-down cover or " together, allow at least twelve (12 inches between A. Handlingof PVC pipe and fittings: The Contractor is pipe an all requirements for non-pressure lateral line 7. Refer to Cit Standard 120 "Trench Repair" when within P�P 9 approved equal. Extension sleeve shall be PVC with Y eP adjacent valve boxes. Install each remote control valve 4. Equipment or materials installed or furnished without cautioned to exercise care in handling, loading, unloading, pipe and fittings shall be the same as for solvent-weld Cit streets susceptible to traffic loads. g' pressure main line pipe and fittings as set forth in minimum size of six (6) inches. Y P in a separate valve box. prior approval of the City of Rancho Cucamonga may be and storing PVC pipe and fittings. All PVC pipe shall be rejected and the Contractor may be required to remove transported in a vehicle which allows the length of pipe to section 2.018 of the Specifications. " B. Backfilling:1 Y q P 9 P P 2. Use 9-1/2" x 16 x 11" rectangular box for all electric g: I. Flushing of System: such materials from the site at his own expense. lie flat so as not to subject it to under bending ora control valves. Corson Industries # 1419-12B with green concentrated external load at an point. An section of pipe D. Brass Pipe and Fittings: 1. The trenches shall not be backfilled until all required Y P Y P P bolt-down cover or approved equal. � 1. After all new sprinkler pipe lines and risers are in that has been dented or damaged will be discarded, and if tests are performed. Trenches shall be carefully place and connected, all necessary diversion work has 5. Approval of an item, alternative or substitute indicates installed, shall be replaced with new piping. 1. Where indicated on the Drawings, use red brass screwed backfilled with the excavated materials approved for PP Y � P P P 9• 3. Use 6" diameter x 8-3/4" deep round plastic valve box for PP been completed, and prior to installation of sprinkler onlythat the product or products apparently meet the pipe conforming to Federal Specification WWW-P-351. backfillin consisting of earth, loam, sand cloy, sand, P P PP Y all quick coupling valves. Carson Industries � 608-12 9• 9 Y Y• heads, the control valves shall be opened and full head requirements of the Drawings and Specifications on the 1.05 SUBSTITUTIONS 2. Fittings shall be red brass conforming to Federal with green flex-lock cover or approved equal. or other approved materials, free from large clods of of water used to flush out the system. basis of the information or samples submitted. g g earth or stones. Backfill shall be mechanically Specification WW-P-460. A. If the Contractor wishes to substitute any equipment or P compacted in landscaped areas to a dry density equal to 2. Sprinkler heads shall be installed only after flushing of 6. Manufacturer's warranties shall not relieve the materials for the equipment or materials listed on the 4. Use 9-1/2" x 16" x 11" rectangular box for all electric adjacent undisturbed soil in planting areas. Backfill the system has been accomplished to the complete Contractor of his liabilityunder the guarantee. Such Drawings and Specifications, he may do sob providing the E. Copper Pipe and Fittings: will conform to adjacent grades without dips, sunken 9 9 P Y Y P 9 control valves installed within on-grade landscaped 1 9 P satisfaction of the city of Rancho Cucamonga. warranties shall only supplement the guarantee. following information to the City of Rancho Cucamonga for 1. Pipe: Type K, hard tempered. areas. Carson Industries # 1419-12B with green bolt-down areas, humps or other surface irregularities. B. RECORD DRAWINGS: approval: cover or approved equal. 1. Provide a statement indicating the reason for making the 2. Fittings: wrought copper, solder joint type. 5. Use 10" x 10-1/4" round box for all quick coupling valves 1. The Contractor shall provide and keep up-to-date a substitution. Use a separate sheet of paper for each installed within on-structure landscaped areas. Carson complete record set of blueline ozoltd prints which shall item to be submitted. 3. Joints shell 1 soldered with silver solder, 45X silver, P P 15X copper, 16X zinc, 24% cadmium, solidus at 1125' F, Industries No. 910-128 with green bolt-down cover or be corrected daily, showing every change from the approved equal. original Drawings and Specifications and the exact 2. Provide descriptive catalog literature, performance and liquidus at 1145' F. installed locations, sizes, and kinds of equipment. charts and flow charts for each item to be substituted. N. Sprinkler Heads: Prints for this purpose may be obtained from the City of F. Valves: Rancho Cucamonga at cost. This set of drawings shall be 3. Provide the amount of cost savings if the substituted1. Ali sprinkler heads shall be of the some size, type, and kept on the site and shall be used only as a record set. item is approved. 1. Boll Valves (1-1/2" and smaller) deliver the some rate of precipitation with the diameter 2. The Contractor shall make neat and legible notations on B. The Cit of Rancho Cucamonga shall hove the sole o. Ball valves shall be a 125 Ib SWP bronze valve with (or radius) of throw, pressure, and discharge as shown on g' Y 9 the Drawings and/or specified in these special the record drawingprogress sheets doily as the work responsibility in accepting or rejecting an submittal item as screw-in bonnet,havnone t threaded stem, and solid wedge disc. P g y � y � g � g y Ball valves shall have threaded ends and shall be equipped provisions. DESCRIPTION OF REVISION DATE CITY proceeds, showing the work as actually installed. For an approved equal to the equipment and materials listed on the example, should a piece of equipment be installed in a Drawings and Specifications. with o stainless steel handle. APPROVED: P P9 P 2. Spray heads shall have a screw adjustment. location that does not match the plan, the Contractor b. Ball valves shall be similar to those manufactured CITY 0 RANCHO C U C A M 0 N G A must indicate that equipment has been relocated in a 1.06 GUARANTEE by Nall valves approved equal. 3. Riser units shall be fabricated in accordance with the manner so as to match the original symbols as C. All Ball valves shall be installed per detail. graphic 9 YR' details shown on the drawings. indicated in the irrigation legend. The relocated A. The guarantee for the irrigation system shall be made in equipment and dimensions will then be transferred to the accordance with the attached form. The General Conditions and 2• Resilient Wedge Gate Valve (2 and larger) 4. Riser nipples for all sprinkler heads shall be the some original record drawing plan at the proper time. Supplementary Conditions of these Specifications shall be size as the riser opening in the sprinkler body. FOOTHILL MEADOWS TRACT 1571 1 filed with the City prior to acceptance of the irrigation o. Resilient Wedge Gate valves shall be epoxy coated 3. Before the date of the final observation, the Contractor system. cast iron and equipped with a 2" operating nut. MILLER AVE Ys 5. All sprinkler heads of the some type shall be the some b. Resilient Wedge Gate valves shall be No. 403 RT-RW shall transfer all information from the "record drawing" manufacturer. prints to a sepia mylor or similar mylor material. B. A copy of the Guarantee form shall be included in the as supplied by Watts to approved equal. Arrangements shall be made through the cit for operations and maintenance manual. C. All Resilient Wedge Gate valves shaft be installed IRRIGATION SPECIFICATI0NS g g Y P per detail. 0. Sleeving: obtaining said sepia mylor or similar mylor material. All work shall be in waterproof India ink and applied to C. The guarantee form shall be re-typed onto the Contractor's G. Quick Coupling Valves: 1. Sleeving under hardscope or paved areas for mainline, the mylor by a technical pen made expressly for use on letterhead and shall contain the following information: lateral lines or control wiring shall be Schedule 40 mylor material. Such pen shall be similar to those 1. Quick coupling valves shall have a brass, two-piece body P.V.C. or approved equal. �NSDSCgp APPROVED BY manufactured by Rapidograph, Kueffel do Esser, or Faber designed for working pressure of 150 P.S.I. L F DATE: �� E '9,p� Castell. The dimensions shall be made as to be easily P. Vandal Resistant Controller Enclosure: Q` � 2. Quick coupling valve shall be operable with a quick 6i CITY ENGINEER RCE N 24953 readable even on the final controller chart see Section � DESIGN �` y C). The original mylor "record drawing" plan shall be coupler key. Key size and type shall be as shown on the 1. Controller enclosure shall be of size and type shown on -+ MDA MILLENNIUM DESIGN RECOMM DED submitted to the City of Rancho Cucamonga for approval Drawings. the Irrigation Drawings and Irrigation Detail sheet. CD Wo r*1 prior to the completion of the controller chart. w , c� ASSOCIATES, INC. 2. A backboard shall be secured to the controller enclosureoG 9/31/03 EXP.DAIE DRAWN LANDSCAPE ARCHITECTS housing to provide a base for mounting the automatic � * MDA ENVIRONMENTAL PLANNERS SHEE?' sprinkler controller and terminal strip. J j Z+ 21 �P 25276 SOUTH POINTE DRiVE,SUiTE 215 L-7 OF 8 CHECKED LAGUNA HILLS,CALIFORNIA 92653-1434 CALIFORNIA LICENSE 9 1434 DRAWING NO. DML NEVADA LICENSE 9 256 6 9 3-L (949)457-1189 FAX(949)457-1160 11r 3-25-02 SHEET OF IRRIGATION SPECIFICATIONS (continued) J. Sprinkler Heads: C. No site observations will commence without "As-Butt" record 1.06 Inspections: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. PART 6 - WEED ABATEMENT 7.03 General: drawings. The contractor shall not call for a site visit 200 lbs. of Gro-Power or approved equal. 1. Install the sprinkler heads as designated on the without "As-Built" record drawings, without completing The Contractor shall arrange for inspections by notifying the 6.01 Scope of Work: Maintenance sholl start immediately after landscape irrigation and Drawings. Sprinkler heads to be installed in this work previously noted corrections, or without preparing the system Landscape Architect, City and governing authorities, 24 hours prior The above soil conditioning are minimal qualities only and should planting. shall be equivalent in all respects to those itemized. for said visit. to time of inspection, unless otherwise noted. Inspections shall be used only for bidding purpose, because soil conditions may Provide all material, equipment, and labor necessary to perform all be as listed below, but not necessarily in this order. Only the change drastically from the time these specifications were work as indicated on plans, as reasonably implied, and as Maintain all plants and planted dreas on a continuous basis as they inspection pertaining to the project scope of work will apply developed to the time the actual soil conditioning take place. delineated in the specifications. are installed during the progress of the work, and continue to 2. Spacing of heads shall not exceed the maximum indicated Therefore, the Contractor shall obtain his own soils analysis at a maintain them until final acceptance of total project. Replace any on the Drawings. In no case shall the spacing exceed the Rough Grading. rate of one per every 25,000 square feet of planted area. These 6.02 Quality Assurance: dead or dying plants as directed by the Landscape Architect and maximum recommended by the manufacturer. Drain Lines and Catch Basins. soil tests shall be conducted by on approved Agronomic soils City representative. Irrigations (main line pressure, coverage & system operations testing laboratory approved by the project Landscape Architect and 3.04 TEMPORARY REPAIRS test). City. Copies of the soil test to be provided during the Pre- A. The Applicator of all weed control materials shall be licensed A. Irrigation: Operate irrigation system on an established Soil Preparation and Finish Grading. construction job conference. by the State of California as a Pest Control Operator and a program to maintain all plants and planted areas in a healthy The City reserves the right to make temporary repairs as necessary Plant Material (delivery & placement). Pest Control Advisor in addition to any subcontractor licenses condition. Irrigation system run-off shall be kept to a to keep the sprinkler system equipment in operating condition. The Substantial Completion Inspection (at completion of landscape 3.05 Finish Grading: that ore required. minimum. Damage to irrigation system resulting from exercise of this right by the City shall not relieve the Contractor CONCRETE SPECIFICATI0NS improvements) - 7 Days. maintenance and equipment and/or maintenance personnel, shall of his responsibilities under the terms of the guarantee as herein Final Inspection (after maintenance period) - 7 days. After rototllling operations are complete, grade areas to establish B. All materials and methods must conform to Federal, State, and be restored to its original condition at no cost to the City. specified. finish grades for planting. All flow lines shall be maintained and Local Regulations. Failure of an art of the irrigation system shall be brought PART 1 GENERAL Y P 9 ys g The contractor shall arrange a Preconstruction job conference with proper tolerances shall be met after settlement at the end of the to the attention of the City. No repairs other than emergency 3.05 EXISTING TREES 1.01 Description the Landscape Architect and City a minimum of seven (7) days prior project maintenance period. 6.03 Submittal: repairs shall be accomplished without written permission from to the beginning work. the City. Where it is necessary to excavate adjacent to existing trees, the For concrete information refer to the Standard Specifications for Finish grading shall leave surface of the ground uniformly smooth Prior to the installation of any weed control materials, the Contractor shall use all possible care to avoid injury to trees and tiLandscape Contractorhll bit tthLdArchitect/City ti 1.07 Guaranties: and free of abrupt grade change. anscape shall sumo e Landscape rctec /Cty B. Weed Control: Public Works Construction (Green Book: Edition per the City ofKeep all planted areas free of weeds and tree roots. Excavation in areas where two (2) inch and larger list of the weed control materials and quantities per acre a quan Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well P debris by cultivating areas at intervals not to exceed 10 roots occur shall be done by hand. All roots two (2) inches and as any other sections related to the installation, per and post A. Plant Materials: All trees, shrubs, ground cover; bedding 3.06 Coordination: intended for use in controlling the weed types prevalent and calendar days. larger in diameter, except directly in the path of pipe or conduit, installation of concrete work, materials, labor, and clean-up. The plants and lawn shall be guaranteed from date of final expected on the site, as supplied by the Pest Control Advisor. shall be tunneled under and shall be heavily wrapped with burlap to acceptance of landscape construction for periods as follows: Weed abatement work shall be coordinated with the installation of Pest Control Advisor shall furnish the Landscape Contractor and prevent scarring or excessive drying. Where a ditchingmachine is Standard Specifications for Public Works Construction is available P g r g' from: the irrigation system rototilling and soil amendment work, and Landscape Architect and City data to demonstrate the compatibility The Contractor may elect to remove such concentrations of run close to trees having roots smaller than two (2) inches in Trees 24" box & larger = 1 year planting. (See Weed Abatement section). of the weed control materials and methods with the intended weeds monuolly or by an approved herbicide program. diameter, the wall of the trench adjacent to the tree shall be hand BI Building News Trees 15 gal. & smaller = 1 year planting and seed varieties present. trimmed, making clean cuts through. Roots one (1) inch and larger Shrubs All sizes = 120 days PART 4 - TREES AND SHRUBS C. Pest Control: Spray all plants and planted areas at beginning 3055 Overland Avenue SP Y P P 9� 9 in diameter shall be painted with two coats of Tree Seal, or equal. Ground Cover = 120 days 6.04 Responsibility and Coordination: of maintenance program and as may become necessary thereafter Los Angeles, CA 90034 P 9 Y Y Trenches adjacent to tree should be closed within twenty-four (24) Bedding Plant 120 days 4.01 Scope of Work: b an approved method of est control, to keep all plants and (310) 202-7775 Y PP P P hours; and where this is not possible, the side of the trench Lawn (sod) = 120 days A. Landscape Contractor is responsible for the erection of all planted areas free of insects and disease. Method shall be adjacent to the tree shall be kept shaded with burlap or canvas. 1.02 Scope Lawn (seed) = 120 days from first mowing Provide all material, equipment, and labor necessary to install all signs and barriers required to prevent intrusion into the reviewed by the City prior to any applications. Pest Control trees and shrubs as shown on plans, as reasonably implied and as treated areas and to notify the public. shall include Gopher control. 3.06 FIELD QUALITY CONTROL Furnish and install all concrete work complete as indicated on the Guarantees begin after the project acceptance by City and at delineated in the specifications. the end of the 180-day maintenance period. Landscape B. No material or methods shall affect the landscape planting or D. Pruning: Prune all plants as designated and directed b A. Adjustment of the System: drawings or as specified, including, but not limited to the 9� P 9 Y N Ys Contractor shall replace and plant all materials which have 4.02 Products hydroseed germination. No material or method shall render the Landscape Architect and Cit at start of maintenance following: p y, program and died within the time span stated above, at no cost and within A. Nomenclature - Plant names indicated on the drawings conform job site unusable for more than 10 days from date of continue to prune plants as directed or as may become 1. The Contractor shall flush and adjust all sprinkler heads A. Furnish and set all reinforcing steel, bolts, and anchors. 5 days from receiving written notice from the Landscape the "Standard Plant Names" established by the American Joint application. necessary until the end of the maintenance program. for optimum performance and to prevent overspray onto Architect or City. If dead material is not replaced and Committee on Horticulture. Except for names covered therein, walks, roadways, and buildings as much as possible. y.planted within the 5 day period, City may replace dead the established custom of the nursery is followed. 6.05 Non-Selective Herbicides: Remove trash week) Edround cover to keep in bounds and B. Install all items required by other trades which are to be Edge g ep h l i l t maeriawith new material and charge the Landscape Contractor trim to growth as necessary to achieve and overall even cast into concrete. P 9 Y 2. If it is determined that adjustments in the irrigation for all expenses incurred. B. Condition - Plants shall be symmetrical, typical for variety Non-selective contact herbicide and/or non-selective systemic appearance. Exterminate gophers and moles; repair damage. equipment will provide proper and more adequate coverage, C. Concrete mow strips, footings for walls, fencing, posts, and species, sound, healthy, vigorous, free from plant herbicides (as recommended by the Pest Control Advisor) the Contractor shall make such adjustments prior to benches, etc., where applicable. disease, insect pests, or their eggs, and shall have healthy, PART 8 - ACCEPTANCE OF PROJECT planting. Adjustments may also include changes in nozzle B. Construction Materials• The contractor shall guarantee all normal root systems, well-filling their container, buy not to 6.06 Selective Herbicides: sizes and degrees of arc as required. 1.03 Protection workmanship and materials for all site development, for a the point of being root bound. Plants shall not be pruned at 8.01 General: period of one year from date of final acceptance of project. anytime, and in no case shall trees be topped. Selective pre-emergent herbicides compatible with seed mixtures (as 3. Lowering raised sprinkler heads by the Contractor shall completion Upon recommended by the Pest Control Advisor) U All finished concrete work shall be barricaded to pedestrian p p etion of installation, a maintenance period of o minimum of be accomplished within ten (10) days after notification traffic for three (3) days. Barricade shall be placed imediately 1.08 Material and Labor Releases: C. Trees and shrubs shall be growing at a recognized nursery in 180 days for all landscaped areas is required prior to final acceptance by the City. after concrete finishing. Contractor shall furnish, place and accordance with good horticulture practices and shall be of 6.07 Weed Eradication: of the work by the City. The Commencement date for the maintenance Upon completion of the work, the Contractor shall present to the the size and caliper normally associated with the container period shall commence u 4. All sprinkler heads shall be set remove all of his own barricades. Contractor shall be responsible pan written approval for all phases of planting sp perpendicular to City, signed copies of all labor and materials releases for all size specified on plans. Removal of all togs, labels, nursery If in the opinion of the Pest Control Advisor, perennial grasses installation b the Cit Public Works Inspector. Maintenance period for any damage to new construction and replacement or repair of the Y Y P finished grades unless otherwise designated on the work shall be made without added cost to the City. work performed under Site Development. stakes and ties from all plant material prohibited until the and weeds existing in the planting areas will require control prior shall be adequate to verify plant characteristics and establishment. Drawings. approval of the Landscape Architect or City. to removal, spray these areas per Pest Control Advisor's 1.04 Cleon-up 1.09 Disposal and Clean-up: recommendations. A. Two inspections shall be made that affect the establishment 5. Rain Bird EFB-CP valves will be set per manufacturers period: The first after all plantings hove been completely specification so that each lateral operates at design Remove all waste materials (including excavated material classified D. All plant material delivered to the site showing signs of A. Prior to the installation of the irrigation system remove and installed in order to approve the be Upon completion of all concrete work and before final acceptance, pP beginning g of the pressure. as unacceptable soil material), trash and debris generated or damage or disease or is insufficient in size to carr out the clear all weeds and deleterious materials from planting areas. the Contractor shall remove all tools, surplus materials, 9 Y P 9 establishment period, and the second at the end of the apparatus, debris, etc. from the site and the site shall be left in encountered during the course of landscape construction, and intent of the planting plan will not accepted and will be establishment period. If plantings are not acceptable at the B. Testing of Irrigation System: legally dispose of it. During the course of the work, remove replaced at Contractor's expense. Allow herbicide to kill all weeds. Rake or hoe off all dead end of the 180 da period, due to defective maintenance, then a clean, neat condition acceptable to the City. surplus materials from the site and leave remises in a neat and weeds to a depth of 1" - 2" below the surface of the soil. y rP P P continue establishment until all work meets with the 1. The Contractor shall request the presence of the City of clean condition. Clean up and remove all remaining debris and E. Sizes of Plants - Shall be as stated on the Plan. Container Physically remove all weeds from the site. Specifications and can be approved. Rancho Cucamonga in writing at least 48 hours in advance surplus materials upon completion of work, leaving the premises stock (1-gallon, 5-gallon, and 15-gallon) shall have been of testing. neat and clean. The site shall be cleaned upon the request of the grown in containers for at least one (1) year, but not over PART 7 - LANDSCAPE MAINTENANCE B. At termination of establishment period all plant material inspector. two (2) years. shall be live, healthy, undamaged, and free of infestation. 2. Test all pressure lines under hydrostatic pressure of 150 7.01 Scope of Work: Inferior plantings shall be replaced and brought to a pounds per square inch and prove watertight. PART 2 - EXECUTION F. Substitutions - Substitutions for indicated plant material satisfactory condition before final acceptance of work will be will be permitted provided the substitute materials are Provide all materials, labor and equipment necessary for, or made. All areas shall be neatly raked and free of weeds. Note- Testing of pressure main lines shall occur 2.01 Protection: approved in advance by the City, and are made at no additional incidental to, performing all maintenance requirements as prior to installation of the electric control Keep all plant material delivered to site in a healthy condition cost to the City. Except for authorized variations, all reasonably Implied or as delineated in the specifications valves. for planting. Plants shall not be allowed to dry out. Bare root substitute plant materials shall conform to the requirements including, but not limited to the following: stock shall be separated and heeled-in, in most earth or other of these specifications. 3. All piping under paved areas shall be tested under PLANTING SPECIFICATIONS suitable material until planting. Balled and burlapped plants Maintain all plants and planted areas. hydrostatic pressure of 150 pounds per square inch and shall have root ball covered with moist sawdust, wood chips or G. Plants Not Approved - Plants not approved are to be removed Keep planted areas free of weeds and debris. proven watertight prior to paving. other suitable material until planting. from site immediately and replaced with suitable plants. The Prune trees and shrubs. PART 1 - GENERAL City reserves the right to reject entire lots of plants Fertilized all plants and planted areas. 4. Sustain pressure in lines for not less than six (6) 2.02 Installation: represented by defected samples. Irrigation. hours. If leaks develop, replace joints and repeat test 1.01 Scope of Work: Insecticide spraying. until entire system is proven watertight. Detailed layout of plants within the planting areas shall be H. Stake all trees, as per details immediately after planting to Contractor shall provide all materials, labor and equipment performed by Contractor and approved by the Landscape Architect and prevent wind damage. 7.02 Fertilizers: 5. All hydrostatic tests shall be made only in the presence incidental to and necessary for completing all work, as indicated City prior to planting. of the General Contractor and the City of Rancho on the drawings, as reasonably implied, or as delineated in the I. Plant trees that are to be located in lawn or ground cover A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Cucamonga. No pipe shall be backfilled until it has been Specifications as follows. Soil excavated from planting holes shall be amended to backfill areas after finish grades are first established and allow at Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as observed, tested, and approved in writing. around trees and shrubs using the following mixture: least 7 calendar days prior to installation of said lawns or designated herein, or approved substitute as required b the ground cover to provide for thorough watering of trees. All Agronomic soils report. Available from Gro Power (909 393- 6. Furnish necessary force pump and all other test 1.02 Standards: Native, On-Site Soil with rock no greater than 3" in diameter planting holes shall be excavated as defined on appropriate 3744. equipment. Gro Power Plus, 5-3-1 ® 15 lbs/cy details. All work and materials shall comply with governing codes, safety Iron Sulfate O 2 lbs/cy B. Ammonium Sulfate: Granular form containing not less than 21% 7. When the irrigation system is completed, perform a orders, standards, and regulations, and meet the minimum 4.03 Soil Amendments: nitrogen and 24% sulfur and shall be registered as an coverage test in the presence of the City of Rancho requirements of the Standard Specifications For Public Works (To be used for bidding purposes only, verify with Agronomic agricultural miner, with the State Department of Agriculture Cucamonga to determine if the water coverage for planting Construction (Green Book) latest edition. Soils Test.) Soil amendments shall be as recommended in the Agronomic soils in compliance with Article 2 - "Fertilizer Materials, Section areas is complete and adequate. Furnish all materials report 1030 of the Agricultural Code. and perform all work required to correct any inadequacies 1.03 Quality Assurance: After backfilling, construct a 3" earthen berm to form watering of coverage due to deviations from the Drawings, or where basin around each plant, to allow thorough water-in and 4.04 Trees Stakes: the system has been willfully installed as indicated on A. All Contractors performing Site Development work, must be establishment. the Drawings when it is obviously inadequate, without licensed in accordance with the laws of the State of Tree stokes shall be lodge pole pine tree stakes. See tree staking bringing this to the attention of the City of Rancho California. Prior to installation of turf and ground cover, remove water basins detail on plans for further information. Cucamonga. This test shall be accomplished before any from around trees and shrubs. Berms in turf areas to be removed ground cover is planted. B. Contractor shall provide the Landscape Architect and the City prior to City acceptance. PART 5 - GROUND COVER AND BEDDING PLANTS with a list of Subcontractors and Material Suppliers expected B. Upon completion of each phase of work, the entire system to be employed during the course of construction. PARI 3 - SOIL PREPARATION AND FINISH GRADING 5.01 Scope of Work: shall be tested and adjusted to meet site requirements. C. Contractor shall obtain and keep in force Public Liability and 3.01 Scope of Work: Provide all materials and equipment and perform all work necessary 3.07 MAINTENANCE Property Damage Insurance, during entire course of the for and incidental to installing all ground cover and bedding Construction Contract. The amount of insurance shall be A. Provide all materials and equipment, and perform all work plants, as shown on plans, as reasonably implied, or delineated in A. The entire irrigation system shall be under full automatic determined by City. necessary for and incidental to the soil preparation and the specifications. operation for a period of seven (7) days prior to any finish grading of all planting and lawn areas as shown on planting. D. Prior to start of site development work, the Contractor shall plans, as reasonably implied, or as delineated in the 5.02 Bedding Plants: notify the Landscape Architect and City to give starting and specifications. B. The City of Rancho Cucamonga reserves the right to waive or completion dates. Contractor shall also supply the Landscape Perennials and Annuals: Provide healthy container grown plants shorten the operation period. Architect and City with the name and telephone number of the B. Furnishing, placement and grading, of topsoil for backfilling from a recognized nursery, and of the species and variety shown on person in charge of the work. of planters if required. plans. 3.08 CLEAN-UP 1.04 Responsibilities and Coordination: C. Cleaning and finish grading of planters areas and planting Clean-up shall be made as each portion of work progresses. Refuse areas. 5.03 Ground Cover: and excess dirt shall be removed from the site, all walks and A. Permits: The Contractor shall obtain and pay for all permits paving shall be bloomed or washed down, and any damage sustained on and inspections required by governing authorities for the work 3.02 Topsoil: Ground Cover: Provide ground cover of the species shown on plans. the work of others shall be repaired to its original condition. to be performed. Ground cover shall be established and well rooted in flats or A. Existing on-site soils listed as 'acceptable' under 'Site similar containers. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE B. Existing Conditions: The Contractor shall verify all Grading' specification. conditions and dimensions shown on the plans at the site prior 5.04 Mulch: A. The Contractor shall operate each system in its entirety for to commencement of any work under this contract. The B. Topsoil imported to site for use as fill, backfill in planters the City of Rancho Cucamonga at time of final observation. Contractor shall verify the location and depth of all and mounding, shall be sandy textured. Silt plus cloy content Mulch: Shall be of compacted wood chip fiber. Any items deemed not acceptable by the City of Rancho underground utilities prior to start of work. of this soil shall be no greater than 15% by weight. The Cucamonga shall be reworked to the complete satisfaction of boron content of this soil shall be no greater than 1 part per 5.05 Coordination: the City of Rancho Cucamonga. C. Temporary Utilities: The Contractor shall apply for and pay million as measured on the saturation extract. The sodium all cost incurred for all temporary utilities such as water, absorption ratio (SAR) shall not exceed 3.0 millimohos per A. Do not have plants delivered to the job site until site B. The Contractor shall show evidence to the City of Rancho electrical power and gas as required by him for the centimeter at 25 C. In order to ensure conformance, samples conditions are ready for planting. If planting is delayed, Cucamonga that the City has received all accessories, charts, construction of the project. Temporary services shall be of the imported soil shall be submitted to on agronomic soils keep plant roots moist and place in a sheltered location record drawings, and equipment as required before final site coordinated with the City and other contractors on the job testing laboratory, approved by the project Landscape protected from the sun, wind and other damaging elements. DESCRIPTION OF REVISION DATE CITY observation can occur. site. Architect for analysis prior to use. Result of testing to be APPROVED: delivered to City for approval. Soil test to include analysis B. Soil preparation and fine grading shall be completed and trees 3.10 SITE OBSERVATION SCHEDULE D. Survey, Reference Points, and Elevations: The Contractor is and recommendations. and shrubs installed prior to bedding plants and ground cover CITY 0 RANCHO C U C A M 0 N G A responsible for establishing all surveys, reference points and planting. A. The Contractor shall be responsible for notifying the City of elevations required by him, and shown on plans for proper 3.03 Soil Amendments: Rancho Cucamonga in advance for the following observation execution of site construction. 5.06 Installation: meetings, according to the time indicated: All soil amendments shall be as specified in the Agronomic E. Traffic: The Contractor is responsible for all temporary Suitability/Fertility soils report furnished by the Contractor Plant ground cover and bedding plants in moist soil and space as FOOTHILL MEADOWS TRACT 15711 1. Pre-Job Conference - 7 days traffic barriers and detours required by him for the indicated on plans. construction of the project. All temporary traffic barriers 3.04 Sol Preparation: MILLER AVE 2. Pressure supply line installation - 24 hours and detours shall conform to all conditions required by the Each plant shall be planted with its proportionate amount of soil City or governing authorities. All work on irrigation system shall be complete and inspected for so as to minimize root disturbance. Soil moisture shall be such 3. Lateral line and sprinkler installation - 24 hours recommended approval and, fine grading completed, prior to that soil does not crumble when removing plants from container. PLANTING SPECIFICATIONS 1.05 Defective and Unauthorized Work: rototilling and prior to soil amendment work. 4. Automatic controller installation - 24 hours Regrade planter areas after planting, to restore smooth finish All work which is determined by inspection to be defective in its After rough grades hove been established, prepare all lawn and grade and to insure proper surface drainage. A 4" layer of mulch 5. Control wire installation - 24 hours construction or deficient in any of the requirements of the plans planting areas b tilling or cross ripping to a depth of 12". All material shall be spread over the entire planter area after grade p 4DSCA o APPROVED BY P 9 Y 9 PP 9 P F DATES and specifications, shall be remedied or removed, and replaced by rock and debris more than 2" in diameter shall be removed from the is established. Watering shall begin immediately after mulching. O L L 6. Pressure supply line and lateral line testing - 48 hours the Contractor at his own ex ense in a manner acce table to the Gradin shall accommodate the mulch �' GNB '9� CITY ENGINEER RCE NO 24953 PP Y g P P site, except for areas that are to be sodded, in which all rock (Grading ) 2 Landscape Architect and City. and debris more than 1" in diameter shall be removed. �� h� 4y DESIGN RECOMM NDED 7. Coverage test - 48 hours 5.07 Protection: C/' MILLENNIUM DESIGN Apply spread, and rototil in all soil amendments as recommended 0 N 5� M IVIDA ASSOCIATES INC. 8. Final observation - 7 days to a depth of 6". Water area thoroughly after rototilling is Erect temporary fencing or barriers to protect planted areas from w C-) complete. Incorporate evenly into the top 4" to 6" the following damage prior to final acceptance. DRAWN LANDSCAPE ARCHITECTS SHEET 9/3i/o3 �.oAn= ENVIRONMENTAL PLANNERS B. When observations have been conducted other than the City of for each 1,000 square feet of planting area: Rancho Cucamonga, show evidence in writing of when and by whomJ`I -�:QL �Q MDA 23276 SOUTH POINTE DRiVE,SUITE 215 L-8 OF 8 these observations were made. qlF OF CAt �FO�� CHECKED LAGUNA HILLS,CALIFORNIA 92653-1434 CALIFORNIA LICENSES 1434 DRAWING NO. DML NEVADA LICENSE 0 256 1693-L (949)457-1169 FAX(949)457-1160 3-25-02 SHEET 57-5- OF i