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HomeMy WebLinkAbout1716-L OWNERZDEVELOPER LANDSCAPE ARCHITECTURAL PLANS r_ r_ " —4 1 r —i _A%_ RAC ..,,L_ 1587 —AsL_ S 1" R E I S CAP -F-. WILLIAM LYONHOMES , INC . CITY OF RANCHO C 4490 VON KARMAN 10500 CIVIC CENTER DRIVE NEWPORT BEACH , CA . 92658 - 7520 P . O . BOX 807 ( 714 ) 833 - 3600 RANCHO CUCAMONGA, CALIFORNIA 91730 LANDSCAPE MAINTENANCE DISTRICT NO * 2 VICINITY MAP GENERAL NOTES SHEET INDEX 1 . THESE NOTES SHALL BE USED ON CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE DONE IN ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD FOR PUBLIC WORKS CONSTRUCTION. L- 1 TITLE SHEET 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-2 IRRIGATION PLAN 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND Y SERVICE ALERT AT 1 -800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-3 IRRIGATION PLAN PROJECT SITE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR 0 AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON L-4 IRRIGATION DETAILS THE PLANS. 0 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND L-5 TREE & GROUNDCOVER PLANTING PLAN STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. w VICTORIA AR 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES L-6 TREE & GROUNDCOVER PLANTING PLAN SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. = w Z 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION L-7 CONSTRUCTION & SHRUB PLANTING PLAN V) FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 BASELINE = ROAD DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, L-8 CONSTRUCTION & SHRUB PLANTING PLAN v FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE 0 15 SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE "ROOT BALLS WHICH SETTLE BELOW GRADE, L-9 PLANTING DETAILS & NOTES ARROW ROUTE 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 L- 10 SPECIFICATIONS FULL WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 6TH STREET 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A L- 11 SPECIFICATIONS P.C.A. RECOMMENDATION. 11 . CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE 4TH STREET NUMBER (800) 572-8608. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: A. BETWEEN CITY–MAINTAINED TURF AND CITY–MAINTAINED SHRUB AREAS-8" WIDE X 6" DEEP CONCRETE HEADERS B. BETWEEN CITY–MAINTAINED TURF AND ANY PRIVATE–MAINTENANCE-8" WIDE X 6" DEEP CONCRETE HEADERS 10 C. BETWEEN CITY–MAINTAINED GC AND ANY PRIVATE–MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS CONSULTANTS 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 BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC LANDSCAPE ARCHITECT: IRRIGATION CONSULTANT: WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. TO D 1 M E RTE N S IRRIGATION � 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: RJM DESIGN GROUP, INC. A. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. B. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE 31591 CAMINO CAPISTRANO 333 AVENIDA ADOBE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL SAN JUAN CAPISTRANO, CA 92675 SAN CLEMENTE, CA. 92672 AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. C. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. (949) 493-2600 (949) 498-4483 NO SCALE D. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CONTACT: MR. LARRY P. RYAN CONTACT: MR. TOBY MERTENS 45. ALL WORK WITHIPI FUZZ CON17FOL R.O.W. REOuIRE5 A MRMCT FROI"1I S5,4 BEK94kowO COUNTY FLoOo CONML. MAINTENANCE RESPONSIBILITY MAP QUANTITIES CIVIL ENGINEER: S1zF_ �j MDS CONSULTING allosc.�p TR£t°5 LA �-rRr•tlA INUIcA 'LAvNDI�p-1 5 15 (SAL SHEET L-3 Irus �N� to I5 GA 17320 RED HILL AVENUE, SUITE 350 Qac �Y°� ' - KOELREUTERIA BIPINNATA PROJECT SITE SHEET L 6 ....... 7 EA. 15 GAL IRVINE, CA. 92714 � �� �� ► PINUS CANARIENSIS ..................................................................... ..14 - t. . 5 GA (949) 251 -8821 � SHEET L-8 IQUIDAMBAR ACIFLUA................ cc ............................................. 7 -�-EA. 15 GAL w + _........................ CONTACT: MR. STANLEY MORSE / BRACHYCHIZON PARVIFLORA............................................... .............17 1-44EA. 15 GAL. b SHEET L-2 SHRUB AREA........................................... ........ .381370 S.F _ R. TURF AREA ....................................................................................... 7,8 S.F. ('' /� SHEET L-5 p D.G. EQUESTRIAN TRAIL .................................................................... 12,680 S.F. (� CAMS f OF r m �J II, n � t _ D COBBLESTONE AREA ..................... 437 S.F. SHEET L-7 0 � m -c p.DC� S.G.�. AGc�55 l9fZIvFS PLANT IZ1rVlstO►.Is < 7 Cr0 l.aN - R> ylS� SHE1?-Ctj : L-1, L-2,L-5,L-G,L--� BY X,11-1 7/.27 6o f*1 Z � TREES GIIST' DEMIA 1NbIGA 'IAV�ND ' G E�•. 15 CaAt- 1� m TREES- I ,� I ................................. . I G �-3- EA. 15 GAL - m y IQ KETAMN6 WALL AT TRAN5F0FMW,�"� /� to x LIQUIDAMBAR STYRACIFLUA..................................... 5 4e$-EA. 15 GAL '�+ 23,9' �- -�;T,� S.F. ciTY . misa+ ,� aro SHRUB AREA.................................................................... .. ?3 2 DESCRIPTION OF REVISION DATE CALF .. ............. .. .......... : 1Q ��_S F APPROVED Si KENSINGTON P tG�' 'S r � CITY OF RANCHO CUCAMONGA TREES-PINUS CANARIENSIS................................................. 12 EA. 15 GAL F�••1 — -� ........................ - - -.Wnw - C BRACHYCHITON P PULNEUS............................................................. 11 EA 15 GAL Q 1 O RHUS LANCEA .... 5 EA. 15 GAL ------ - SHRUB AREA.. . . . . ...................................................... ................ 8,965 S.F. >_4 VICTORIA PARK LANE TRACT 15871 COBBLESTONE AREA ...................................................... . ........ 3,898 S.F. (43%) i E'+ Y�cl" DAY CREEK CHANNEL TO DAY CREEK BLVD. TOTAL NON- TURF LANDSCAPE AREA TOTAL TURF AREA .................................................................................. 77;868 S.F. TITLE SHEET TOTAL D.G. EQUESTRIAN TRAIL................................................................. 680 S. . TOTAL SIDEWALK AREA ................................................................ 1 S © _ / �_F �_ > DAl E TOTAL COBBLESTONE AREAG7 -4-6�� S.F. APPROVED BY: }y « O TOTAL CONCRETE S.C.E. ROAD AREA............................................. 1 0 8Q CITY ENGINES /IA R.C.E. NO. 24953 CO TOTAL HARDSCAPE .................... ............................................. ..G�09 S.F DESIGN RECOMMENDED 11 TOTAL L.F. OF CITY MAINTAINED FENCE (EQUESTRIAN) ......................... �. O TOTAL L.F. OF CITY MAINTAINED WALLS ................................................. 'f¢9- L.F. PTB "n 11 TOTAL SQUARE FEET OF PROJECT........................................................... 1 1 1 ,1 6 co TOTAL ACRES CITY-MAINTAINED AREA.................................................. F DRAWN RJM SHEET 0 ..... 2.55 ACRES � DESIGN GROUP, INC. ;0 PTB PLANNING AND LANDSCAPE ARCHMECTORE L— 1 OF 1 1 If) 31591 CAMM CAM rRAMU SAN RUN CAPtRrx o ow?t CHECKED DRAWING NO. NO SCALE r LR 1 �/6-L-. O J PROJECT SHT. NO. OF STRA7-FORD p RIVE L;MI , ;�F WORK 3 - i THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH-MINIMUM OVERSPRAY ONTO WALKS, STREETS, WALLS ETC. a Qe 1 THIS SHALL INCLUDE THE SELECTION OF THE DEGREE OF ARC AND THE CHOICE OF CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING Ii i PRESSURE COMPENSATING NOZZLE SCREENS TO FIT ALL EXISTING CONDITIONS.WHEN WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. "1 VERTICAL OBSTRUCTIONS ( FIRE HYDRANTS, STREET LIGHTS, TREES ETC. INTERFERE CONTACT CITY MAINTENANCE DEPARTMENT FOR CITY REPRESENTATIVE WITH THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION AND CALSENSE AT CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER 2575 CORTE NOGAL, SUITE 'P' 349- /Fq OR HALF HEAD ON EACH SIDE OF THE OBSTRUCTION AS REQUIRED TO PROVIDE PROPER CARLSBAD, CA. 92009 COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST. TEL. ( 800) 572-8608 �40 A� 112 INSTALL ALL MAIN LINES, LATERALS 14 AND WIRING UNDER COBBLE STONE PAVING IN SLEEVES. LOCATE CONTROLLER AS DIRECTED BY A REPRESENTATIVE I ►32 340 0 OF THE CITY OF RANCHO CUCAMONGA. THE IRRIGATION SYSTEM IS BASED UPON MAXIMUM OF 3" OF WATER PER WEEK FOR TURF AND 2" FOR SHRUB/GROUNDCOVER AREAS. CONTRACTOR SHALL APPLY AND PAY FOR THE WATER TO BE APPLIED FOR A MAXIMUM OF 8 HOURS PER NIGHT FOR ° , 3 36 INSTALLATION OF ELECTRICAL SERVICE TO CONTROLLER. 5 DAYS A WEEK. BETWEEN THE HOURS OF 9 PM TO 5 AM. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT THE SAME TIME. 39� 9Fy (lIL /�gypp A1 41114 FC' CONTROLLER 'A' IN ENCLOSURE. CALSENSE ET-1-32DR-TP-I-TP-110 W/ANT-1 ja ENCLOSURE TO BE PER STD. DRWGS. 522/524d 0 A'L9 USE STRONGBOX SB 24SS/ 120 VOLT ENCLOSURE l3so WITH ELECTRICAL METER ENCLOSED. IIr 12 ;c 1` Y/ '�2' ,\61y INSTALI~ ( 1) ORANGE COLOR SPARE WIRE IN 0 y{ 54EACH DIRECTION TO FURTHERMOST POINT. Q' 3� ( 1 371 qq /050 1 1 1 /it r d Q2 INSTALL ALL MAIN LINES AND VALVES CONTROLLER 'B' IN ENCLOSURE. A18 38G IN GROUNCOVER AREAS. CALSENSE ET-1-32DR-TP-1-TP-1 10 W/ANT-1 i¢rpAq ENCLOSURE TO BE PER STD. DRWGS. 522/524 (y 38 !" �� ' ` 397, 9 1 USE STRONGBOX SB 24SS / 120 VOLT ENCLOSURE WITH ELECTRICAL METER ENCLOSED. q7o 0 A�7 �" 12v 2y2 P 1° 5 rQ 20� INSTALL ( 1) ORANGE COLOR SPARE WIRE IN (Ir lq �. n 2u t �2 32 EACH DIRECTION TO FURTHERMOST POINT. P FLOOD CONTROL CHANNELEDISON EASEMENT -- A COVENTR CT. 8/0 a, A� jA e j' oDoi Va og 4 �� ��, CONTRACTOR TO ROUTE MAIN LINES ,i5 pp� ( ° �'I _ �� c 1 i OD I i BEHIND HANDICAPPED RAMP. ff �.. ` I' 9 A3 Roo n �2 J l SLEEVE ALL PIPES UNDER SIDEWALKS i_ \ o v .o�'P. 5qp 0 Alb 00 4 y ' III 25 A6 �I r u I ' 20O A I f 15'8oO A O A 01 oo_d � D� 3qg 3 Fq �� �� f r ,� A 2 348,3 A i _ r oj1 12 b `�`,I 2 I f1 //9 r rs� r Iq 23 30 1� ;rk 3 z r 4 �.� _ - - - -----� _. /o _ 2 AI Al2 r65"O/A l� _.._ - a ;` / lea /, c 3/ Z /r �k w ¢ I r <} I 2 TING G1'IAINI,IcJY- �2 1� /-�I� rssom 14 28 - . - 2 F>✓N ce 6A1T 12 32 3g m /MI5 - 2112 -- 1 - dc Y � z 7 2 ., 14 lrr !� �, Q� - ilti� 4y i/y I�t� �l�t r2 0 ' �� iq7J ?1rA I� w' � ! ly2 20 MY � � P/ / I ` I 1/0 /�� � l o r � � \,'� ..�� � � Y CIINEL \ �Ic l a " lI` a� - r m u Ily LLJ ,.. J a Ll 3 -" �...._..--• -----� S POINT OF CONNECTION DETAIL ��'� U ----------Q-(� Q.._. �r J _ /Y2 POINT OF COONECTION TO BEA ri _ • l a ia 2" DOMESTIC WATER METER I 1 r IYQ (%¢ PROVIDED BY C.C.W.D. ( MR. OAXACA) _. HGL , 1648' f r/e< .. _ 2 - >w y� r ' s0 �� I rim 3 -- le 3 �., - STATIC PRESSURE 112 PSI It// LL1 _-.._.- PEAK DEMAND 78 GPM 2 _ A2oS /950 A24 /Soot 5 2 l NEW DRWIF- AZZ DESIGN PRESSURE , � I - IG SURE PSI flPPP �{ / ye h ' 172.0 _ _ do `8 /(50P AZo 2/00 FIN G RADS a? FSF 388 _ SCH v Q - ee 110,011 c- L Iz�30 2y2 �� COBBL EsTot�E �°t1/i N 'F) 1/a © e 5.c. INSTALL BACKFLOW PREVENTER PARALLEL WITH THE STREET ? lyq K SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2'G2 Z'/2- �EE TAT , 34Fop_ (� P ��� USE TYPE 'K' COPPER PIPE BETWEEN r� r M RRo�/GMEN I N THIS PcR II # rho � METER AND BACKFLOW PREVENTER. _e" IRRIGATION LEGEND LOCATE ALL EQUIPMENT AS DIRECTED BY THE CITY. Q ADP 5 C.r--, ACCf�S5 PFIV -5 RAW- KFI✓151*5 7/17/00 ry Rif,E EGND • SYMBOLS MANUFACTURER ITEM GPM PATTERN R PSI P.R. POINT OF CONNECTION DETAIL UTILITY L � ���� ����L �T ��� -T m I RAINBIRD 1806 SAM-PRS-12 6'POP UP 0.6 0.9 1.3 2.6 90 VAN 180 360 IT 30 2.01 m m >'ar RAINBIRD I 1806-SAM-PRS-10LA 6•POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 10' 30 1.78 DESCRIPTION OF REVISION DATE CITY ♦ • RAINBIRD I 1806 SAM-PRS-8 6'POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 8' 30 2.78 STREET LIGHTS APPROVED: b O RAINBIRD I 1812-SAM-PRS-8 6•POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 8' 30 2.78 $ o o RAINBIRD I 1812-SAM-PRS-12"' 12'POP UP os 0.9 1.3 2.6 90 VAN ;80 � 12 30 2.01 CITY OF RANCHO C U C A M 0 N G A V b V O RAINBIRD I 1812-SAM-PRS-15 12•POP UP 0.9 1.3 1.8 3.7 90 VAN 160 360 15' 30 1.83 _- SUPERIOR i - MASTER VALVE,24 VOLT,ENERGIZE TO CLOSE. EFB _ VICTORIA PARK LANE TRACT N 0 . 15 8 71 RAINBIRD I EFB-CP-CP-PRS•B REMOTE CONTROL VALVE INBIRD © / RAI 33 DNP. QUICKCOUPLING VALVE. _ H WATTS I 403-RT-RW GATE VALVE,2'OR LARGER LINE SIZE. • WILKINS I 500 PRESSURE REDUCING VALVE - yY2" " ; DAY CREEK CHANNEL TO DAY CREEK BLVD. CALSENSE I ET-1-32 DR-TP-1-TP-110 CONTROLLER IN STRONGBOX WIANT-1 SB-241SSW ENCLOSURE ASSEMBLY ® DATA INDU I 1.25 (11-11/4-) FLOW METER PROVIDED BY CALSENSE. --- _f -- KBI I KCV-S SERIES CHECKVALVE,SPRING LOADED,LINE SIZE `"' I �` 2. I R R I GAT I 0 N PLAN e FEBCO I 825-YD 2.112' REDUCED PRESSURE BACKFLOW PREVENTER IN STRONGBOX - !K A i� MODEL No SBBC-90-ALHP ENCLOSURE �- y _, -- l- r ; ! APPROVED BY DATE:/-__'� IooO `� CONTROLLER AND STATION NUMBER u 'III ' CITY ENG EER RCE NO 24953 l' VALVE SIZE r GPM FLOW �, r SQUARE FOOTAGE OF IRRIGATED AREA I DESIGN REC ED cc SEE SHTS. L-5 & L-7 FOR PLANTING. PVC SCHEDULE 40 SPRINKLER LATERAL O 10' zol 301 c.0, -TM C PVC SCHEDULE 40 IRRIGATION MAIN, 3/4•TO 1.112'SIZE DRAWN RJM SHEET (/ r- PVC CLASS 315 IRRIGATION MAIN, 2'AND LARGER ac .. n DESIGN GROUP, INC. L-2 OF i 1 c •••'••••••••• COPPER TYPE'K' SERVICE LINE BETWEEN METER AND BACKFLOW PREVENTER �- Toby Mertens Irrigation Consultant TM = SHEET INDEX KEY MAP O PUNNING AND IANDSf,APB ARClIT7 PCTURC PVC SCHEDULE 40 SLEEVE 333 Avenida Adobe u� � .a,a ••» tr San Clemente,Ca 92672 CHECKED DRAWING NQ. i NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPLER HEADS NT.S. E mail. MertensT@worldnet.att.net . I /� L REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION.REFER TO MANUP ekiil KERS LITERATURE Tel (949)498-4483 Fax. (949)498-4810 LR !/ I C l(: REVISED 5/99 PROJECT SHT. NO. OF I - I I -- 1 SEE SHTS. L-6 & L-8 FOR PLANTM. BIRMING AM PL. SLEEVE ALL PIPES UNDER SIDEWALKS I ' 725 ; SHEET INDEX KEY MAP y 8l� l4 0 �J X21 N.T.S. 4 13t(c 33 �;' 1" l3 I4 23 22 -0d 68 0A 1400 Ell 1 `� 2q 390.2 �� ? �'` 12 i I IRRIGATION LEGEND 32 2050 g;� -- -.. (.w.__. _ I �¢ _. SYMBOLS MANUFACTURER ITEM GPM PATTERN R PSI P.R. l3 0� �7 3QS.orF� !6 Dm 810 395,1 F� B12 1100 B13 195'O� �4 2d �c} 25 �" 17 V2 37 0315 1250 a 1 Zr 3 m m RAINBIRD 18D6-SAM-PRS-12 6"POP UP 0.6 0.9 1.3 2.6 so VAN 180 360 12' 30 2.01 _.. .. ' RAINBIRD # 1806-SAM-PRS-10LA 6"POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 10' 30 1.78 w 390-2 FG I r I � ' Q + � � RAINBIRD LT 1806-SAM-PRS-8 6"POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 8' 30 2.78 n 1 N /d (�� n D 8 1812-SAM-PRS-8 6"POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 8' 30 2.78 --- - - " _ _�__ m 720� 814 I � �. E ' d � 0 RAINBIR ILI f4 'I/Y O XS RAINBIRD t 1812-SAM-PRS-10LA 12"POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 10' 30 1.78 W b p O RAINBIRD S 1812-SAM-PRS-12 12"POP UP 0.6 0.9 1.3 2.6 90 VAN 180 360 12' 30 2.01 -....,.. .. 1 '�✓� __-..-- -" ¢r + ��4 --"-"-"' "" �a �4 3 >/2 �h �/Q�•,.��-�! '� �r � � � � b V O RAINBIRD * 1812-SAM-PRS-15 12"POP UP 0.9 1.3 1.8 3.7 90 VAN 180 360 15' 30 1.83 SUPERIOR #t 3100-N.O. MASTER VALVE,24 VOLT,ENERGIZE TO CLOSE. O 1 ^� ! d (w ' 3/4 �\ Uj RAINBIRD x EFB-CP-PRS-B REMOTE CONTROL VALVE 0000- �h� �� �y � Cr RAINBIRD i 33 DNP. QUICKCOUPLING VALVE. WATTS 0 403-RT-RW GATE VALVE,2"OR LARGER LINE SIZE. } -4 a•4 Z - =L� - �" -'�'��_ /� J ��f WILKINS #t 500 PRESSURE REDUCING VALVE - 2.Y2° /y 4 % � ^ CALSENSE 9 ET-1.32 DR-TP•1-TP-110 CONTROLLER IN STRONGBOX -+ �` ' e l ¢ '+ Q W/ANT-1 SB-24/SSW ENCLOSURE ASSEMBLY t' . I2, � v ..,, INDU D INE SIZE -- ---"""� DATA LT 1 25 (1-1/4") FLOW METER PROVIDED BY CALSENSE gL �' 0-, KBI Ll< KCV-S SERIES CHECKVALVE,SPRING LOADED.L a FEBCO S 825-YD 2-1/2" REDUCED PRESSURE BACKFLOW PREVENTER IN STRONGBOX 2 D MODEL No SBBC-90-ALHP ENCLOSURE INSTALL ALL MAIN LINES AND VALVES f IGS�!`� � �4U� �'� _ t n y r IN GROUNCOVER AREAS. �' �_•� VALVE SIZE/GPM N NUMBER .� �J_O 1}-- look '°` CONTROLLER AND STATION �0 -I- M FLOW 6 v !fir -. --110 � � y� � '/ � , �` � � SQUARE FOOTAGE OF IRRIGATED AREA - - - r Y / 3/ IyG 3 (� I/ _ -- _-- � PVC SCHEDULE 40 SPRINKLER LATERAL PVC SCHEDULE 40 IRRIGATION MAIN, 314"TO 1-1/2"SIZE PVC CLASS 315 IRRIGATION MAIN. 2'AND LARGER - k 3a �` ' iIr r` r -" - ___� ._-, •••'••••••••' COPPER TYPEW SERVICE LINE BETWEEN METER AND BACKFLOW PREVENTER (a c PVC SCHEDULE 40 SLEEVE t �¢ �h 2100` B23 (9(v0� gQQOl1j 13`0 2/O0 (�Zb 24aJ S7j (3Q[( _ . IZ 37 � NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLERHEADS w2 35 �2 3q �2 37 `2 __. ... ___.. .p_..._ c- REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLA 35TION.REFER TO MANUFACTURERS LITERATURE. -- r ��nrl S APS , w i 0 10' 20' 30' 60' UTILITY LEGEND DESCRIPTION OF REVISION DATE CITY XERISCAPE ASSESSMENT SYSTEM SUMMARY. STREET LIGHTS APPROVED: II IRRIGATION (Point Value) CITY OF RANCHO C U C A M O N G A 1. Low gallonage irrigation system. (20) 20 2. Automatic Controller. (20) 20 VICTORIA PARK LANE - TRACT N0. 15871 3. Designed to water plants by watering needs. (10) 10 DAY CREEK CHANNEL TO DAY CREEK BLVD. 4. Soil moisture sensors. (10) 00 IRRIGATION PLAN . 5. Rain sensors. (5) 5 6. Wind sensors. (5) 5 APPROVED BY DATE: CITY ENGINEER RCE NO 24953 a 7. Sensitive to slope factors. (5) 5 DESIGNED REC ENDap 8. Reclaimed or recycled water. (5) 00 PTB 0 0 I) Total Points Claimed 65 DRAWN RJM SHEET' DESIGN GROUP, INC. L_3 1 co Toby Mertens Imgafion Consultant PTB PUNNING PNNING AND LANDSCAPE ANCHMMRIF OF O ( Minimum Points required 60) 333 Avenida Adobe fO""'D "`"""'610 " '•°" San Clemente,Ca. 92672 CHECKEDDRAWING N0. Ln E mail. MertensT@worldnet aft net / - Tel. (949)498-4483 Fax. (949)498-4810 LR 171 (p L 00 i J REVISED 5/99 PROJECT SHT. NO. OF I CITY PRESSURE CALCULATIONS - CONTROLLER 'A' CITY PRESSURE CALCULATIONS - CONTROLLER 'S' MULCH LAYER, TAPER MULCH HI-POP SHRUB HEAD BODY SET TO AWAY FROM HEAD--- 1/4- ABOVE FINISH GRADE g WATER METER 1 SIZE 2" WATER METER 1 SIZE 2" "SNAP-TTTE' WATERPROOF FINISH GRADE DO CONNECTOR OR EQUAL z ELEVATION AT METER 1388' ELEVATION AT METER 1388' ROUND PLASTIC VALVE BOX STATIC PRESSURE HIGH 112 PSI LOW 101 PSI STATIC PRESSURE HIGH 112 PSI LOW 101 PSI WIRE SERVICE LOOP (LOOP 4• w COVER ETCHED "IRRIGATION GATE" ENOUGH WIRE TO EXTEND WIRE - (CARSON OR EQUAL) BUNDLE 6" ABOVE GRADE) ---i - z SOURCE OF INFORMATION MR.RICHARD OAXACA SOURCE OF INFORMATION MR.RICHARD OAXACA III=-III=-III III--III- PHONE NUMBER C.C.W.D.(909)987-2591 PHONE NUMBER C.C.W.D.(909)987-2591 .... _ -_ x X x < n FINISH GRADE LOCKINGSPLICE �OPCE�fCHED 'S.B.' I�I-III III - I I I I f I I I I i �- I , ; i__ I DATE OF INFORMATION 06/08/99 DATE OF INFORMATION � 06/08/99 III-� I--III III= I-III E-111 1 ( 11 EI I I I El II- "' H.G.L.MEAN ELEVATION 164V H.G.L.MEAN ELEVATION 1648' -I I E I i I -- I 1 III-1 I (_ _I r_ WATER METER ELEVATION (-)1388' WATER METER ELEVATION (-)1388' AT GRADE IN LAWN AREAS Z _ _ oo z I_ " I -I I L VALVE - 1 1/2" OR SMALLER WITH --1 -,' (_) 260' x.433 112 PSI (_) 260' x.433 112 PSI III = I LI 2- -III -I I -I I= STAINLESS STEEL HANDLE I -i 3 IN PLANTER BEDS - -- W - I- II I I-I I; N -III I - 1AI I I I = EstuENT WEDGE - 2' OR LARGER wrr1, REMOTE CONTROL VALVE A-15 SIZE 1-1rr REMOTE CONTROL VALVE 13-23 SIZE 1-1@' v- = CLEAN BACKFILL - SEE -III-III TE VALVE 2" OPERATING NUT -- I- I=I I IC-I I�_ MAXIMUM DEMAND 32 GPM MAXIMUM DEMAND 37 GPM _III SPECS. FOR MATERIAL. PDXY COATED �, -III -1 9oY COMPACTION REQUIRED = I- - I-1 I= PRESSURE @ RCV. 63 PSI PRESSURE @ RCV. 66 PSI III=I I 2 -III-lil III-1 VALVE I _ OF _ Hb -1(I=III I-I ELEVATION OF HIGHEST HEAD 1398' ELEVATION OF HIGHEST HEAD 1382' NON-PRESSURE LATERAL LINE: II M I =I 12' X 18' GREEN PLASTIC METER - SCH. 40 SNAKE PIPE IN -I-111-1 I=III III--1 QTY. SIZE ITEM P.S.I.LOSS �. S� ITEM P.S.I.LOSS BOX. CARSON OR EQUAL BD I I I TRENCH I 1 II=I 3" 3" (I= I I Ii -III-III III- I 1 2" WATER METER 4.9 1 2- WATER METER 4.9 I I-1 I-I I -I PRESSURE SUPPLY LINE: - -- --- - 1 Z" RP.BACKFLOW DEVICE 13.0 1 2" RP.BACKFLOW DEVICE 13.0 I- III_ SCH. 40/CL. 315 SNAKE - - 2 2" GATE VALVES 0.2 2 2" GATE VALVES 0.2 PIPE IN TRENCH 1 1-1/2" MASTER VALVE&FLOWSENSOR 3.6 1 1-1/2" MASTER VALVE&FLOWSENSOR 3.6 / SCH 40 PVC I_-1I - 1=I I II 1 2-1/2" PRESSURE REG.(FALL OFF) 6.0 1 2-1/2" PRESSURE REG.(FALL OFF) 6.0 L-MARLEX 90 STREET ELL 90' STREET ELL -III-I - CONTROL WIRES - BUNDLE i -III III ^� - 20' 3" MAIN LINE COPPER 78 GPM 0.17 20' 3- MAIN LINE COPPER 0.17 a ___ -I I AND TAPE AT 15' O.C. AND (=I �= 6 2-1/2" MAIN LINE PVC 315 32 GPM 2.07 660' 2-1/2" MAIN LINE PVC 315 2.88 L20' NON PRESSURE \ __ - MARLEX 90' STREET ELL I I I I- I __ INSTALL ADJACENT TO =I I - I I oo° III= 1 1-1/2" REMOTE CONTROL VALVE ASSEMBLY 3.2 1 1-1/2" REMOTE CONTROL VALVE ASSEMBLY 3.2 LATERAL FITTING PRESSURE SUPPLY LINE 0 6 �_ NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE _ _ �I I II II III A'� o. 111- 15' 112" LATERAL LINE LOSS 3.6 GPM 0.69 30' 112' LATERAL LINE LOSS 3.6 GPM 1.38 -_ III_ -III -I ; I_ 15' '/." LATERAL LINE LOSS 7.3 GPM 0.65 20' Y4 LATERAL LINE LOSS 6.0 GPM 0.6 TYPICAL (2) PLACES I_ B' TYP PROVIDE 6" MIN. OF SAND -III-III - I 15' 1" LATERAL LINE LOSS 11 GPM 0.43 10' 1" LATERAL LINE LOSS 6.8 GPM 0.12 L 24 VOLT WIRES. TAPED AND ANTI-DRAIN VALVE AS REQUIRED BEDDING AND SHADDING 1T 1-1/4" LATERAL LINE LOSS 14.7 GPM 0.22 10' 1-1/4" LATERAL LINE LOSS 12.4 GPM 0.9 BUNDLED AT 15 FT. INTERVALS -3/4" WASHED CRUSHED 30' 1-1/2" LATERAL LINE LOSS 32 GPM 0.23 10' 1-1/2" LATERAL LINE LOSS 26.8 GPM 0.19 AGGREGATE BASE 2 CU. FT. PEA GRAVEL NOTE FITTING LOSS (10°k) 0.50 2' 2" LATERAL LINE LOSS 37.0 GPM 0.02 1. LOCATE HEAD 2" TO 6- FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, NOTES: ELEVATION CHANGE T 3.03 AND EDGES OF LAWN. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. FITTING LOSS 10% 0.6 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE: 2. INSTALL CONTROL VALVES A MIN. OF 12- FROM STRUCTURES OR HARDSCAPING. ( ) 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. TOTAL SYSTEM LOSSES: 35.69 ELEVATION CHANGE 6' 2.6 COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18' MIN. DEPTH 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. PRESSURE TO OPERATE HEAD: 30.0 / " 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. TOTAL PRESSURE REQUIRED: 66.69 TOTAL SYSTEM LOSSES: 39.55 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3' AND LARGER 24" MIN. DEPTH 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND PRESSURE TO OPERATE HEAD: 30.0 ,a VALVE NUMBER. 0 LOWEST STATIC PRESSURE AVAILABLE: 101.0 TOTAL PRESSURE REQUIRED: 69.55 _ CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA PRESET REGULATED PRESSURE (IF REQUIRED) 83.69 CITY OF RANCHO CUCAMONGA CALIFORNIA a CITY OF RANCHO CUCAMONGA CALIFORNIA 1 . � + � LOWEST STATIC PRESSURE AVAILABLE: 101.0 APPROVED BYE I APPROVED BY. O APPROVED BY' STANDARD PLAN APPROVED BY. VALVE 7 L T�T.� STANDARD PLAN aI STANDARD FLAN O STANDARD PLAN i AL l� RESIDUAL WATER PRESSURE 17.00 PRESET REGULATED PRESSURE (IF REQUIRED) 86.55 24 VOLT SPLICE BOX HI-POP SHRUB SPRAY TYPICAL TRENCHING _ 539 532 W - 3" or smaller 540 S s 518 CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI RESIDUAL WATER PRESSURE: 17.00 CITY DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION 15-20 PSI S CITY ENGINEER DATE USE WITH STANDARD spECIFICAnONs FOR PueLIC WORKS CONSTRUCTION SLEET 1 I �'RCE E'er g53 DATE LISE +�+ STANDARD SPECIFICATIONS FOR ►uBuc WORKS coMSTxDCTION WCITE E"c24953 CITY REQUIRED RESIDUAL WATER PRESSURE R E.ENGINEER 293 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SLEET 1 of 1 Is'R.C.E. 24953 SHEET I OF 1 � SLEET 1 � 1 POP-UP TURF HEAD BODY SET TO 1/4- ABOVE FINISH GRADE o FINISH GRADE PLASTIC VALVE BOX do COVER: STRUCTURE OR RAIN BIRD 33 DNP WITH PURPLE ETCHED -QC- (CARSON OR EQUAL) HARDSCAPING TYPE C2-Art-4000 A.C. FINISH sty TO PLACED NO soo++ER RUBBER CAP - SUPPLY ONE KEY PER 12 QCVS INCLUDING HOSE WHITE _ THAN t� TYPE D-AR-4000 A.C. BASE To BE PLACED wmeN SWIVELS. STRUCTURE OR BLUE = FINISH GRADEWE NIOTE HARDSCAPING III i I ' =-I �_- I I III I ; 6" MIN J 'n HOL4rs AFTER coNsouwTK>H of B•c�cFu FINISH GRADE - INSTALL IN SKOTCH-LOK EPDXY FILLED I =I I I-I I III-III -III I ---) I I I=I AT GRADE IN LAWN AREAS • 1`18 M�4X'� HAI aw v Sw WATERPROOF CONNECTOR OR I- III-- I I-III cel T T+t" yUSr BE Rq�DVEp AND PLANTER BED ONLY RED EQUAL i-III III-I IX IN REPLACED. _ o° 18, MAXIMUM BLACK _ o T h -I PIG TAIL EXPANSION -- 1 7 IRRIGATION CONTROLLER LOOP (MIN.24" LONG) I I -- - / ���_ 'i:b••1' "••A•'• P o 3RELA \i\/ �.r- �•' I _ _ _ 3 - NP QUICK I I I- p0A1PACT10N MIN. \\/ a° r PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL COUPLINGQVALVE - I / o oaO 0 EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS ,� N WITH PURPLE __ _ III- III- LOCKING LID- PLACE AT GRADE IN x x -III -III I I I TURF AREAS AND 3" ABOVE IN ' x SCH 80 PVC NIPPLE I = t1m� / .f.,•.l r•••" SCH 40 BRASS NIPPLE 12• - I-III RUBBER CAP = _ PLANT BED (MINIMUM 2- LONG) STAINLESS STEEL COMPACTION MIN. �, peusNEo AOatE>IATe BRI N TRc»tEs SCH 40 BRASS 90° ELL III- - SCREW CLAMP \ "2 ...• LESS THAN 100' IN LENGTH, SEF NOTE /1. -I MINIMUM 3 PLACES �A ����• `-T PIG TAIL EXPANSION x ( ) SCH 40 BRASS 90' STREET ELL STAINLESS STEEL LOOP (MIN 24" LONG) x " x WHITE ? ix\/\\ \/ z SCREW CLAMP SCH 80 NIPPLE - 6' LONG / , - a \\/\\ \ x (COMMON) SCH 40 PVC 3 4 WASHED I 0 SCH 40 BRASS NIPPLE - T X T 90' ELL 24' LONG -- -- MINIMUM (3) PLACES BLUE AGGREGADTE BASE -e �y c°c° °a' \\ \ \ iO4 REBAR STAKE WIRES UF 14 MARLEX 90' STREET ELL o o°c o 0 0 D D o c oQ a a \\ \\\ BEDOW !Sl{bRtG PE1t � SCH 80 PVC 90' STREET ELL RED SCH 40 BRASS NIPPLE- " � / USE CLASS NONE 24- LONG MASTER CONTROL - -_ // // �A yA��/ AS PER STANDARD DNC. NO. 341 BLACK VALVE SCH 40 BRASS NIPPLE - Fj- �-MARLEX 24' LONG - NOTES: FLOW METER 90 ELL ------ DIAMETER SAME 1. AR trend 100' in length or W qer shall be beeicflMsd and MDso0dated per SIZE AS FLOW NON-PRESSURE Sections 306-1.3.1 thru 306-1.3.4 of the Standard SpeelHcotions. METER SIZE LATERAL FITTING DIAMETER SAME SIZE 2. Spread Bone may be @I played for trench paving Jobe 6s tion 500 Ill ft. AS FLOW METER SIZE NON-PRESSURE LATERAL LINE SCH 40 BRASS 9d° ELL 3. All joints shoe be vertical butt joints: lap or feathered Joint are not acceptable. SCH 80 PVC 90° MINIMUM DISTANCE DOWNSTREAM OF 4. Unless otherwise instructed by the City Erhgtnex, trench patch s11oR be straight grade UNINTERRUPTED PIPE (5X DIAMETER NOTE: STREET ELL SCH 40 BRASS 90° across width, and shalt not be crowned at center. PRESSURE SUPPLY OF FLOW METER SIZE) 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, PRESSURE SUPPLY STREET ELL LINE FITTING AND EDGES OF LAWN. LINE FITTING S. Prior to edge of A.C., Aon face edge BhaN be cut to a eleon verticrol and MINIMUM DISTANCE UPSTREAM OF 4 REBAR STAKE straight edge with tock coot on tots of cut. UNINTERRUPTED PIPE (1OX DIAMETER 24- LONG PRESSURE SUPPLY LINE OF FLOW METER SIZE) 2. USE TEFLON TAPE ON ALL MALE THREADS. PRESSURE SUPPLY LINE ) 6. The entire trmeled lane, 12' min., shall be owrlored wil 10' mk+. C2-Mt-4000 A.C. wing a Bell Propelled poring machine (BARBER GREEN, SLAW KNOX or equal) for all 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE w trenches 500 m length or longe.. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 7. Pw.son* A.C. patch, wild shall be a 1 ilm ton 02W Milk or 8JO' thicker then s ill - whk+,errr I NOTE: ND In greater - se dr l by the Engines• in the Raw. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. n N C4 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA rp APPROVED BY, QUICK COUPLING VALVE WITH METAL STANDARD PLAN ip APPROVED BYE STANDARD PLAN APPROVED BY, STANDARD PLAN ^APPROVED BY, QUICK COUPLING VALVE STANDARD PLAN t`APPROVED BY: _.- STANDARD PLAN - STAKE - FOR NON-TURF AREAS 535 - FLOW METER INSTALLATION 516 - POP-UP TURF SPRAY HEAD - - TRENCH REPAIR 537 FOR ALL TURF AREAS 536 120 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR FUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE LAE WITH STANDARD SPECITICATXM FOR PUBLIC WORKS CONSTRUCTION s CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ysj CITY ENGINEER DATE USE WITH STANDARD SPECWIGITKNHS FOR PUBLIC WORKS CONSTRUCTION 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION R.CE. 24953 SLEET 1 of 1 RC.E. 24953 SLEET 1 OF 1 24953 SHEET 1 IF 1 e R.C.E. 24953 SHEET I OF I R.c.E 24953 AIRY I W I Lp,NDSCO 24" STRONG BOX MODEL NO: TO SPRINKLER - ANGLE PIPE TO SB-24SS/12OV STAND ALONE CONTROLLER WITH ANTENNA 0, Q � YAN SPECIFIED DEPTH WITH 45' ELLS BACKFLOW PREVENTER 14 (J y SCH 40 PVC MALE ADAPTOR STRONG BOX BACKFLOW ENCLOSURE ASSEMBLY Q• SCH 80 PVC UNION MODEL SBBC 90ALHP- NIPPLE - TYPICAL ANT 1 FILLED LOCATED CO 'SNAP-TRE" WATERPROOF ANT 1 ANTENNA PORT BRASS OR PVC NIPPLE CONNECTORS OR EQUAL �- --- - (4) PLACES NOTE OUTSIDE OF BOX. COAXIAL CABLE aC r------ ----- -1 INSTALLATION/LOCATION y Z ELECTRIC CONTROL VALVE I I HARDSCAPING(SEE NOTE 4) ENCLOSURE TO BE GROUNDED PER PER CITY AND CALSENSE p 3 --- LOCAL CODE. GROUND ROD TO BE REPRESENTATIVE- W g PLASTIC VALVE BOX I ( ! INSTALLED INSIDE ENCLOSURE. ON CALSENSE CONTROLLER m Z MARKED 'IRRIGATION RCV' I � I ' ' a CONTROLLER SIDE. MODEL NO. PER PLANS (CARSON OR EQUAL) I { NIPPLE W ETCANDHED WITH VALVE SEQUENCECONTROLLER PR URI / 16" THICK X 12" WIDE �l4 ~ REDUC NG III-- � � z - III ! I I CALSENSE TP-110 T t z VALVE I ��---_ I CONCRETE PAD (LENGTH VARIES - ® INSTALL CONDULETTE ` • 6' MIN. FINISH GRADE I BRASS WYE STRAINER I PER SIZE/MANUFACTURER) I III I- III - I FINISH VOLT WITH 60 MESH QO I SLOPE TO DRAIN AT MINIMUM I I I OUOTLET (GDCjLEX -► WTH DEEP WP 'J' BOX MONEL SCREEN 127E -- III-- I I GRADE II 1 I RESET CALSENSE TP-I I FINISH GRADE III _I---I MIN. II I I FOOTING X 04STA X 8" CONCRETE TRANSIENT PROTECTION SIDEWALK UNION I- I----� 2z 3"AABOVE GRADE AND SLOPE BOARD PNC SLEEVE I 1l'. I _ TOP TO DRAIN AT MINIMUM OF 2%. _ MOISTURE + CLEAN BACKFILL - SEE -I REQUIRED FOR z 111 - l g i SENSOR SPECS. FOR MATERIAL. III - WHERE I o PIPE THROUGH - - w REQUIRED ' . III NIPPLE CONCRETE PAD _ - 907: COMPACTION REQUIRED a0 I_I - - - _ _ / FIELD WIRES 3" 1- -PIG TAIL EXPANSION _ -_ =- 2) PLACES a -I 1 _ COMMON WIRE CONTROL WIRES Ni - - ( N - ILII l l - 3" SCH 40 PVC CONDUR. _ 1I LOOP (MIN. 24' LONG) z - -FROM WATER SOURCE I I II - PROVIDE 6' MIN. OF SAND z - - _ I- - _ -- SCH 40 PVC MALE I I . . _ BEDDING AND SHADDING t p0 VOLT WIRE IN RIGID STEEL, l I 6• I DESCRIPTION OF REVISION DATE CITY Z FLOW BRASS ANGLE m -_III-I -I 9076 COMPACTION - -= ADAPTOR _ CONDUIT (PER LOCAL CODE)- 90° SWEEP ELL h- -i APPROVED: I- VALVE W/UNION _ = a TO POWER SIDE OF CABINET co 3, III- LEI I1 -�- 1_�REQUIRED z _ -- -I _III=-I - l1 3/4- WASHED - -III " " " " " " " " " " " " " ' I -► I ENCLOSURE MOUNT CITY 0 F RANCHO CUCAMONGA _ - �• _ -� CRUSHED AGGREGATE �- -� - ANT 1 ANTENNA PORT EPDXY O METER III- ( HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF i t. -III1 . . . . . . III- �_j •o;�•� a gQ oo.a - I- LINE TO SYSTEMS CONTROL WIRE SLEEVE - PHOTO ELECTRIC SWITCH FOR SECURm H BOX. INSTALLATION/LOCATION NOTES - P R iTl AN CALCENSE REP. -III ' . . . SIZE PER PLAN INSTALL LIGHT CONTROL AS REQUIRED PER I E C D -_ _-I • • • • • . . . �� �� � � • � � � � "�� � � • • - ADJACENT TO PRESSURE PLANS. _._ _ __ n 1 INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL i SCH 60 PVC NIPPLE \-CONCRETE THRUST BLOCK ELBOW • • • • • • • • • -- ® I I CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR VICTORIA PARK LANE TRACT N0 15871 SUPPLY LINE CONTROL dl: COMMON WIRES PER CCWD STANDARDS TYPICAL (4) PLACES I III I r PER SCE PRIOR TO CONSTRUCTION • ELECTRIC METER RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY WATER DISTRICT STANDARDS. - I I-.-.I - I - 1- I PRESSURE SUPPLY LINE L I i 2. TO THE PLANS DESIGN - MODEL NO CONTROL WIRE SEQUENCE TO CORRESPOND AY CREEK CHANNEL TO DAY CREEK BLVD. -- - - -- CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO I I -_.--I I : -I I - SLEEVE SIZE TWICE R PLANS. -- - -� ISEQUENCEM CONTROL VALVES REFER TO CONTROLLER NOTES: CONSTRUCTION. -111- DIAMETER OF PRESSURE INSTALLATION STD, ��L.1 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH I I SUPPLY LINE BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 1. INSTALL PER LOCAL CODES. 6- TIMER RREQUIR D PER L; WIRE AT THE ENCLOSURE IRRIGATION DETAILS BRASS NIPPLE- ' 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY PLANS. FINISH STRUCTURES OR HARDSCAPING. NON-PRESSURE LATERAL GRADE 8' GROUND ROD 4- COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. SCH 40 PVC SXSXT TEE LINE SLEEVE - SIZE TWICE 1 I I I I t PRESSURE SUPPLY LINE 3. WHEN UNIT IS NEXT O A STRUCTURE (IE. WALL, BUILDING, ETC.) DIAMETER OF NON-PRESSURE 2 SCH 40 coNoulr I I I I I 5 NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE NOTES: MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: FOR SECURTIY LIGHT MIN. LATERAL LINE 271 CONTROL VALES. APPROVED BY • DATE:NI___If" 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. 1. ALL SLEEVES TO BE SCH 40 ENC. WIRING. - - 120 VOLT WIRE (P RIGID STEEL CONDUR (PER 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. �° LOCAL CODE) 7 6 ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO CITY ENGINEER RCE N 0 ?�• °I�3 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. w a (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER _ I 6. DUILETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. , � _I= SYSTEM PRIOR TO ACCEPTANCE. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. N DISIMILAR METALS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY .Qh -_ DESIGN ``` RECOMM N D 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND No STD. NO. 120 24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW "I ,� 7 ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE 0 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER a VALVE NUMBER. a WHEN MAINLINE IS 3" OR LARGER. a STRUCTURAL SECTION). a I n CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA I CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA TM - - - 1 I DRAWN RJM SHEET ^ APPROVED BY. REMOTE CONTROL VALVE WITH STANDARD PLAN ^APPROVED BY, REDUCED PRESSURE STANDARD PLAN tl APPROVED BY: STANDARD PLAN ^APPROVED BY. CONTROLLER ENCLOSURE STANDARD PLA~ r.APPROVED BY. CONTROLLER ASSEMBLY STANDARD PLAN DESIGN GROUP INC. In TYPICAL SLEEVING ,{ _ SHUT-OFF VALVE & UNION 520 _ BACKFLOW PREVENTER 517 9 _ 533 9 _ - TYPE A 522 � - INSTALLATION - TYPE A 524 TM } PLANNING AND LANDSCAPE ARCHITE(Tl RE L- `T OF �k PLA,NTNG C1PD A LANDSCAPE PE ARCHI NO.G.MI6 5 CITY ENGINEER s CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PURUC WORKS CONSTRUCTION W CITY ENGINEER DATE LRE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 CITY ENGINEER DATE USE wrl STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTM S CITY ENGINEER DA USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 1! 1 'RCE. 24953 Rc-. 24953 CHECKED DRAWING NO. DATE 115E wtrH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 �R.CE. 24953 SLEET I OF 1 --- _ SHEET 1 � 1 TM �� r SHEET I DF 1 �'Ill 24953 _- `�'R.c.E. 24953 _ I P��T 5H•T. No. erste A T pip I LIMIT — RK ��� E j XERISCAPE ASSESSMENT SYSTEM SUMMARY POINTS REFERENCE CLAIMED (SHEET u/REF.u) i I. LANDSCAPE (POINT VALUE) 113 I. WATER CONSERVING PLANTS. (20) 20 ° 2. TURF LIMITED TO 25% (45% RESIDENTIALx20) 20 114 I 3. PLANTS GROUPED BY WATERING NEED. (10) to 4. NARDSCAPE (NON-IRRIGATED) SURFACES. (10) D ° 5. PERMEABLE PAVING. (5) ° 6. LOW-WATER TURF VARIETIES. (5) 5 7"1 7. 7. MULCH PROVIDED IN NON GROUNDCOVER AREAS. (5) CP 8. SOIL AMENDMENTS. (5) 5 _ 112 2 TYPICAL BOTM soE.s. CONCP 1=CURB ` O 115 SEE SHEET L-9 Q �� 542 CASE-3 TOTAL POINTS CLAIMED: --72 O 1 O AL (MINIMUM POINTS REQUIRED: (60) ° Z O 111 � � ° 116 O O 117 COVENTRY CT. 0 110 TYPICAL BOTH SMS. ADD BOU-DIMS 7/0 APD 1 0 Q 3' �PER DETAL 542 CASE-2 c/ SEE SST L-9 FOR DETAL. -FLOOD CONTROL CHANNEL SOUTHERN CALIFORNIA EDISON EASEMENT 1001 _ + 4 o O MXIST1146i �--� o ■ ■ - ■ ° Ct`IA1I LINK. o ° _ — o ° ■ co C i 1 — Q / ■ J o0l PAY 4 Lu Hb�NLj 13 ♦� - _ _717 -----I -- _ i Via_ — ■ _ — ■ Lu _ I _ ■ V) J Cl 0 .- — - - - — - - — ■ ' Naw bRr ■ � 76-- I 75 I — _ ■ :D _ Q � c% _ — l8 — -4- y ■ 11111111110m. %DSC,A?pF d �9 ■ w J cc NDW COM-F—STONE 1FAVIN66 J}4 tiP S.G.� • AGG1E55 4 Ai NOTA-: 5F-'- T%AGT 14534 FDR- PLAR.!' W6r I roc P RvV1✓Mt3NTS tN THIS AREI-A ( OKAWIN6% -JtV- 1 fi0'7-L). PLANTING LEGEND (TOTAL SYMBOL BOTANICAL NAME COMM BOTH SHTS.) COMMONNAME � QTY REMARKS Abb S,Cf. AGCM5 DK1V�5 PLAUT KrV1514N5 -7107lov 0 28 UTILITY LEGEND 8'( RJ _r O T-I BRACPYCHITON POPULNEUS BOTTLE TREE 15 GAL I 25' O.C, i RE TAIN I N 4 WALL AT' l?:� N 5 Mr—F_RvM o DESCRIPTION OF REVISION DATE CITY o T-2 RI-IIJS LANCEA AFRICAN SUMAC 15 GAL 2 -x-23 20" O.C. STREET LIGHTS APPROVED: + T-3 KOELREUTARIA PANICULATA GOLDENRAIN TREE 15 GAL7 i� 35' O.C., PLANT 4'-0- CITY OF RANCHO C U C A M 0 N G A © - MIN. FROM NARDSCAPE T-4 PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL -4+-14 25' O.C., PLANT 4'-0' VICTORIA PARK LANE - TRACT 15871 MIN. FROM NARDSCAPE - - DAY CREEK CHANNEL TO DAY CREEK BLVD. • T-5 LIQUIDAMBAR STYRACIFLUA SWEET GUM 'PALO ALTO', 6 GAL -39-1 25' O.C., PLANT 4'-0• - - 'FESTIVAL' E 'BURGUNDY' MIN. FROM NARDSCAPE - _ 1 ---- TREE & GROUNDCOVER PLANTING PLAN --� fill - _ _ APPROVED BY - DATE: - -.s•r • t7 LMERSTKOEMIA INDICA CRvAPE MYRTLr- 15 GAL II 2010.G• PLANT4'-o" MIN. rROM HARb8GApr_ _ I CITY ENGINEER - RCE NO 24953 (MULTI•-TRUN14, V V-1 A TNENO ISS TRICUSPIDATA TON IVY 5 GAL 60 15' O.C. REMOVE FROM z 1".v d DESIGN RECOMMEND STAKE, TRAIN TO WALL SEE SHEET L-3 FOR IRRIGATION PLANco SEE SHEET L-8 FOR CONSTRUCTION & SHRUB PTB o PLANTING PLAN DRAWN RSI SHEETLo TURF MARATHON If 7� S.F. NYDROSEED DESIGN GROUP, INC. A PTB PLANNING AND LANDSCAPE ARCHMECTURE L— co 5 o f 11 co T11NI UIV O f MIR.MD LM NU CMSRawO fJ M f O 2 3CHECKED DRAWING NO. LOSHEET INDEX KEY MAP NTS 0 '°' ° co' LR t���p-L- Lp J PROJECT SHT. N0. OF i S I I DPW Y o SEE SHEET L-3 FOR IRRIGATION PLAN .� SEE SHEET L-8 FOR CONSTRUCTION & SHRUB i 0 PLANTING PLAN BIRMINGHAM PL. SHEET INDEX KEY MAP NTS 117 118 126 Am 125 � . • .fo �+ o oci O o .—I o m L0 _ - O o LiJ �- - --- — ---- - -- ------------- ------------ 7 cy Lij 71 VICE I - • Q Z - - • Q � ��NDSC�p� kQ�C�Q CYAN � 4,9C► n j w PLANTING LEGEND (TOTAL XERISCAPE ASSESSMENT SYSTEM SUMMAQY 4jE c 9 ' SYMBOL BOTANICAL NAME COMMON NAME SIZE BOTH T NTS.) MARKS POINTS REFERENCE CLAIMED (SHEET u/REF.a) o T-I BRACHYCHITON POPULNEUS ` BOTTLE TREE 15 GAL 2B-33- 25' O.C. I. LANDSCAPE (POINT VALUE) o T-2 RHUS LANCER AFRICAN SUMAC 15 GA 23 -5- 20' O.C. I. WATER CONSERVING PLANTS. (20) 20 2. TURF LIMITED TO 25% (45% RESIDENTIALY20) 20 m7 + T-3 KOELREUTERIA PAMCULATA GOLDENRAIN TREE 15 GAL 7 -,e- 35' O.C., PLANT 4'-0' 3. PLANTS GROUPED BY WATERING NEED. (10) [0 0 10' 20' 30' 60' MIN. FROM HARDSCAPE 4. HARDSCAPE (NON-IRRIGATED) SURFACES. (10) 10 T-4 PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL aro . 25' O.C., PLANT 4'-0" 5. PERMEABLE PAVING. (5) -- UTILITY LEGEND MIN. FROM HARDSCAPE 6. LOW-WATER TURF VARIETIES. (5) 5 &Abp 5.C.E.ACCF-55 PRIVE_sI PLANT REVI51ohlS ItSM 7/_l • T-5 LIC"DAMBAR STYRACIFLUA SWEET GUM 'PALO ALTO' 15 GAL 11-49 25' O.C., PLANT 4'-0' 7. MULCH PROVIDED IN NON-GROUNDCOVER AREAS. (5) — - — - -- 'FESTIVAL' is 'BURGUNDY' MIN. FROM HARDSCAPE DESCRIPTION OF REVISION DATE CITY 8. SOIL AMENDMENTS. (5) 5 STREET LIGHTS APPROVED: MIN. FROM NAR�SCAPE ?.0 CITY OF RANCHO C U C A M 0, N G A TOTAL POINTS CLAIMED: • -TT LI�MF STRoNK lh lNGICq CLr NpY� TLt` 15 yAs- II 20' O.C_ I LAW 4'-O'' MIN. 'FROM W/RDSCA'Pr_ (MINIMUM POINTS REQUIRED: (60) VICTORIA PARK LANE - TRACT 15871 V V-1 PAR �IENOCISSLJS TRICUSPIDATA BOSTON IV1' 5 GAL 60 15' 0.C. REMOVE FROM Q STAKE, TRAIN TO WALL DAY CREEK CHANNEL TO DAY CREEK BLVD. TURF MARATHON II 7888 x-95'3'S.F. HYDROSEED TREE 8c G R O U N D C O V E R PLANTING PLAN ti APPROVED BY ' DATE:,( CITY ENGINEER RCE NO 24953 d DESIGN (i' RECO ENDED Go PTB 0 Lo DRAWN RJM SHEE1 i DESIGN GROUP, INC. co PTB - PLANNING AND LANDSCAPE ARCHITECTURE L- 61 OF 1 0 69 ]11 U 46 U9TSR .y N1W CAPVr .U 16.]6 CHECKED DRAWING NO. to 14 LR O LoJ PROJECT SHT. N0. OF INEMNWMIIIIIIIII i TFOPDI c-4 LIMIT OF WORK �-��2IV CONSTRUCTION LEGEND _ 49 + C-4 FC-11 6' E-MGH PRECISION BLOCK WALL U •+PER CIVIL ENGINEERS PLANS. S-3 9 ++ W fTl 43 S-1 113 ++ 0❑ 0 . • + EQUESTRIAN TRAIL FENCE, 4' DECOMPOSED 0 0 1Q + S-3 C-2 GRANITE AND CONCRETE HEADER. s °❑ + PER CITY OF RANCHO CUCAMONGA /L�• ❑o i °° ••• + 12, 14 STANDARD PLANS 1010-A AND 1004. ` • S-10 ❑o 0 °° 00 0 _ ® oo Q 0000': SIO 8' CONCRETE HEADER PER CITY OF RANCHO 50 °° o 0 F-13 CUCAMONGA STANDARD PLAN 534. S-7 _ 0 0 00 6' CONCRETE HEADER PER CITY OF RANCHO Q S-7 C-4 CUCAMONGA STANDARD PLAN 534. _ •s C-5 RIVER WASHED GRANITE COBBLE STONES - Q � �. PER CITY OF RANCHO CUCAMONGA '� 3' MIN. C-I STANDARD DETAIL 542, CASE 1. INSTALL 112 O PER CIVIL ENGINEER'S STREET IMPROVEMENT 11 PLANS. v v - � ry � � 1 v CONCRETE DRIVE APPROACH AND ACCESS S_8 v v =' '� 23 C-6 ROAD AT SOUTHERN CALIFORNIA EDISON EASEMENT. SEE CIVIL ENGINEER'S STREET I v v IMPROVEMENT PLANS. , v v Q v ` • v 17 v Q - 4 v N v S-9 '. v C-7 RETQ+IMNG WALL PER CIV ENGINEER'S S-6 v � GRADING PLANS. I v v CONCRETE SIDEWALK PER CIVIL ENGINEER'S 8 111 v v PLANS. (CURB ADJACENT WALKS TO BE 6' WIDE.) S-7 ` + ` •'t v v 116 64 • v v v + 3 S-8 v v /� v + ` NO'T�: 5 GlV I L ��t6�l 1•\I�fZ'S S'TI�� 6 ++++ 105 M pKM' -I SNS 1'LAtJS F�OIZ G013bLL5TOi�L 57 S-I - s '•, v 1 v + '+6 S-3 aR11�iAY �t'�Zo�N Alto pts�loc�. '� S-2 v o i N ° ++++ - s-7 S-9 ° ° o ° + + 117 O6 v v O v ++++ 79 35 25 COVENTRY CT. - + -I S-7 _ -� 110 ° --�° ° �: ~ S-3 S S-10 C-5 109 N C5 26 FLO D T 1� k. N 12 !-IANNEL OUTNEQN CA IF 2NIA EDI A EME T o �- 21 — 143 '+ S-7 C_3 S-3 + + v Seq + + v S-9 — I r { +I r; + + + ° O 1 C-4 - - 403 i i )� ❑❑0 0❑❑ _ t�• + + •: .., 0b0o00❑000 - � --� v r. .� � �� ` vv v v ° S-3 ❑❑ o R1, U r'• + + + ` vvvvv S-3 + + + + + + ® cx v vvvvv + + :. + + + + + ++++ + + + ❑° i 129 GNAtNUuK _ + + + +++ + v + + - 0 v v v v � �• OJ .v v i1 I + ++++++ + ° . . .r . . �.. _f + + + t + } t*t + + + + + + + •r. + + + °00o00 F�Uc r + + + I ° R=10' --� '�' + + t + t + * + + + + + + 0000°❑ / { i + + + + + + + + + + a + + + t + + t + + + t t +if + + + + + 00000° 0/0 `S-7 �� + + + + + + 00000 + + + + + + + a + + + + + + _ + + -� t t 000❑ — CQNG• p�D E'er' } + + + + + + + 0000°°000 y + + + + + + + + + + + + + + + 1 + + + + 00°0°000000000❑ i C D� + + + + + t + + + +' ,1 17 + + _ CFF y + + + + + + + + + + + + a + + + + + n� + + + °O° ° •+ + + CFF3&K + + + + + + + + + + + + 5TW. W. `LA � t +_+_ ♦ - °00°aO° ❑ 777 ' Ci-2 C_ 7 t VAULT �=�O -' -- �� S-11 ❑❑❑°°o°000 + � + o ❑0 000 +++4++++ + + + ��1T�►v + + + + + + :. ° + ++++ -�O _ ?jQ� 27 00000000000 000 +++' `S-3 + + + + + + + - --` °000°000000❑ 00 +++++ - - - -- — 1 2 -- ----- 1 --- --- -- - -- R. 73 6k. r ' + + + + - �� 5 S I - Y q•G + +++++++++ 77 -- --------- � I r ,:• + + 9'-6" VIGTOF�1 PP�K tea, ss _ 2 2t P�� + + + + + :.. 0 + + + + + � - _ r�e. L,.L o❑❑ j - - -- _l --- --1 - +1+�+� +T+++ 5-10 B - + + + + 8 '+ + + + + + + + + + + ••• J I v ° v v v ° v P + + + + + + + + + + + + + _ a vv v'� S3 —_ vvvvvvv-vvvvv vv -- - - - - - - - — — - - — ' -lo • v - - - - - - - - - - - - - - Ld _ —tS-10 - - - �� 6' WIDE _ -+ 7�5 74 73 — 71 �;�ADCENT ONLY) — — — — — — — — — — — i 76 — -- + — _ i� 000000000° - - - - - - - - - - - 7� _ LLJ ❑ 00goo ❑000 i 00000 000❑❑ 000 -- _ 000000 o❑0❑q - - - - d - - - - 000 Ba -- - - - - - - �aND o — — — 36 36 f7 37 12 � 35 358 A z 4�C Q 9.T R.)v 4 -- S-4 S-5 S-8 S-4 S-10 S-5 S-3 = 0 W � S- 1 G_8 er 9 • g Z � S-5 ' Q 1 S-IO S-4 S-5 �l � 103 "'t S-3 S-3 c-5 PLANTING LEGEND (TOTAL © SYMBOL BOTANICAL NAME COMMON NAME OTHTY SOIL SAMPLE L C A T I N C T P S Q D REMARKS O O Y NOTA- seK 1'KACT 14534 SEE SHEET L-8 FOP LANDSCAPE SECTIONS. UTILITY LEGEND �'Dp�f!.P"s f"T REVISI!oN5 sr " -/-27 46 Sr00 F� 1-AN��� S-I AGAPANTHUS AFRICANUS LAY-OF-THE-NILE I GAL. 163•�8�- 4' O.C. IMPRovV- Mp_NTS IN ,� RET?s lWTNG, WALL. AT �PrNSFO1Z1�1��Z � � /3 "1'x'1 15 AR1�A• D1�W. X0'3 4' O.C. DESCRIPTION OF REVISION DATE CITY C 7457- S-2 ABELIA GRANDIFLORA EDWARD GOUCI-AER ABELIA 5 GAL. ' 1607-L�. 'EDWARD GOUCHER' STREET LIGHTS APPROVED: + + + + + + S-3 TRACHELOSPERMUM JASMIMODES STAR JASMINE I GAL. R43GQ T O.C. CITY 0 F RANCHO CUCAMONGA C A M 0 N p GA S-4 LANTANA MONTEVIDENSIS LANTANA 5 GAL. } - 6' O.C. LAV�� �L°"'� VICTORIA PARK LANE - TRACT 15871 S-5 MYOPORUM PARVIFOLIUM MYOPORUM I GAL. 163 8' O.C. _ : - J I d DAY CREEK CHANNEL TO DAY CREEK BLVD. W S-6 PLUMBAGO AURICULATA CAPE PLUMBAGO 5 GAL 10 10' O.C. �T777T _ CONSTRUCTION & SHRUB PLANTING PLAN S-7 12API4OLEPIS 'PINKIE' I DIA HAWTHORN 5 GAL. 500Q 4' O.C. _ -- . _" ' � f . . .. ram• c APPROVED BY : Eft" ? w - DAT vvvvv � -.-._.-_ � S-8 ROSMAONUS OFFICNALIS DWARF ROSEMARY 5 GAL. 17 6' O.C. I I CITY ENGINEER RCE No 24953 1 'PROSTRATUS' I ©� DESIGN RECO MENDED S-9 XYLOSMA CONGESTUM XYLOSMA 5 GAL. 148 8' O.C. SEE SHEET L-2 FOR IRRIGATION PLAN "COMPACTA' SEE SHEET L-5 FOR TREE PLANTING PLAN DRAWN co RAM o ❑000000 SHEET 1000000 S-10 L^ lTAr�a MOrl r>✓ViDeNsl5 _ NCN I GAL, 4' O.C. DESIGN GROUP, INC. L_ 7 OF 1 1 o 'WHITE FLONr�5' PTB PLANNING AND LANDSCAPE ARCHITECTURE t- 0610.6. S-11 1� HYo,w CARM R LONr�RIN�QC•,ARPET Fz 6F- 2 �,L 3 O G SHEET INDEX X 0 10, 20' v 1 401 CHECKED 915V1 CAMWO CAFIc1 FAMO 9A1 N6M CAPIRI ANn.f6t9 DRAWING N0. 1NK r✓� DE KEY MAP NTS LR O 0 J PROJECT SHT. N0. OF PLANTING LEGEND (TOTAL NTH SHTSJ BIRMINGHAM PL. YMB S-I S OL BOTANICAL NAME COMMON NAME 20 2 SIZE QTY REMARKS 05 .. S-9 S-3 14 S-1 AGAPANTHUS AFRICANUS LILY-OF-THE-NLE I GAL. 163-1 4' O.C. � C-5 s -7 3 (� 103 129 •i• S-I S-6 S-2 ABELIA GRANDIFLORA EDWARD GOUCHER ABELIA 5 GAL. 203-g�,l- 4' O.C. S-9 S-2 S-7 EC ��?? 'EDWARD GOUC�R'1 ( 1 C-1 �• 8 + + + S-3 TRACI�OSPERMUM JASMIMODES STAR JASMINE I GAL '�aITJ(P i 7 O.C. r .. 23 S-9 1 + -, W . . . S-4 LANTANA MONTEVIDENSIS LANTANA 5 GAL. 2'f�--�- 6' O.C. } IAVENDE� FL.01�d�.}ZS C_2 C-3 C_4 . • . r . . r 66 ; 1z 28 S-7 } 1 S-5 MYOPORUM PARVIFOLIUM MYOPORUM I GAL. 163 8' O.C. x 1 s-Io + 1 C] + + + + + + + + + i + + + + + J ` ` S-6 PLUMBAGO AURICI LATA CAPE PLL vIBAGO 5 GAL. 149 IO' O.C. - + + .r S-7 RAPMOL.EPIS 'PA\IKIE' INDIA HAWTHORN 5 GAL. 4' O.C. - tl. Its •• + + +- --; } ' _ ` + + S-3 v v v v v S-8 RpORSOMA RRINUS OFFICINALIS DWARF ROSEMARY 5 GAL. N7 6' O.C. •• + + + + i i + + + i + + + + + + + + + ��/ +++++++++++++++ + + + + + + + +++.+++++++++++ + W ® S-9 XYLOSMA CONGESTUM XYLOSMA 5 GAL. 148 B' O.C. + r + + + + + + r + + + + + r + + + + + + + + + + slO� -- "COMPACTA' I#+++++++++ + + + + -- 1300000 ---__—— — 6�- - __.. - ., 13❑❑13❑13 S-10 L IT-AtA r10N7r_VfDL:rW 515 NCN I GAL. 2`40 7l VICTORI� — PARK �-A --- -+ "WHIT-1:2- Ft.oweF,s -- + -- - - C_4 _0. B.C.R. 177- -- � - - Y S-Ii I�oSA 1rt'C�3R1D GatzP>�f FO 5F FL-ot�te�Rt�i6. C�•P�'�sr 7.64j- 7-7- + + + + + + + + + + + + + + + + + + + + + + + }- mwe, FLO W'G�9 '- - -- �- - -- + + + + + + + + i + + + + + + r r + + + 4 F— - -_ _ - = _ - —� - _ Q- - - - - - - - - w - - -- - - __=======- ===- - v v ° ° _ _ -T_ r - o_ _--- --- -- -- - �v CONSTQUCTION LEGEND _ ----_--- - - - ----___ - - - - - -_--- - v° ° o - - _ - - - - v v v v v v v v v v v v v v D O v v v v °_- (n - - - _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ 0 0 0 0 0 0 0 0 0 ❑0 0 n 0 0 0 0 n n 0 0 0 _ _ _ _ _ _. L'--- _.__ ,66 F- C-I PER CIVIL ENGINEERS PLANS L C-5 RIVER WASHED GRANITE COBBLE STONES 6' 1 IIGI-I PRECISION BLOCK WALL n nn nnn nnnn nnnnnnnnnnnnn PER CITY OF RANCHO CUCAMONGA (W 7� 69 STANDARD DETAIL 542, CASE I. INSTALL — I C-2 EQUESTRIAN TRAIL FENCE, 4' DECOMPOSED PER CIVIL ENGINEER'S STREET IMPROVEMENT w GRANITE AND CONCRETE HEADER. Q -- - --- - - -- -- - - - -- - ---- ---- -- ------- -__ _--_-- --_ —_- -- _- _- PER CITY OF RANCHO CUCAMONGA CONCRETE DRIVE APPROACH AND ACCESS Ld ' STANDARD PLANS 1010-A AND 1004. C-6 ROAD AT SOUTHERN CALEORNIA EDISON z ❑ 8' CONCRETE HEADER PER CITY OF RANCHO EASEMENT. SEE CIVIL ENGINEER'S STREET J = 777 79 � 33 24 65 394 C-3 CUCAMONGA STANDARD PLAN 534. IMPROVEMENT PLANS, U�— S-10 C'4CUCAMONGA WALL PER CIV ENGINEERS6' RETFEDERP12CIOF RANCHO F-7] GRADING SA N 534. CONCRETE SIDEWALK PER CIY- ENGNEER'S G PLANS. (COLD NPJAr1r WA'L-K-5 To aE !a' w►DF) 0 4 p t In I I IAAc V - 3• I MAIC . •„�.-- SEE SHEET L-3 FOR IRRIGATION PLAN`Mme' W"'"� >?� F-qLrWP`.g'T`ll SEE SHEET L-6 FOR. TREE PLANTING PLAN a�,aa wry SHEET INDEX KEY MAP ws A SECTION A-A (VICTORIA PARK LANE) SCALE: 1/16" = V-0" B SECTION B-B (VICTORIA PARK LANE) SCALE: 1/16" = V-0° SOIL SAMPLE LOCATION (TYP.) UTILITY LEGEND STREET LIrgHTS ADD S.GE AIG ,5 rmve5 PtMTR"IoNs -7/2 7/0a Y I j J DESCRIPTION OF REVISION DATE CI At +v�[ ; APPROVED: u�> �- w ,, Raw. CITY OF RANCHO CUCAMONGA 'Irrir r �'' ° 1 - VICTORIA PARK LANE - TRACT 15871 ( _ -----•— 3.. I MAX s�� DAY CREEK CHANNEL T0s�� DAY CREEK BLVD. SCAp 2�t M 4 -� F CONSTRUCTION & SHRUB PLANTING PLAN _ `�Q ?0lco APPROVED BY DATE Lu CITY ENGINEER RCE NO 24953 ®M * DESIGN R ED PTB Go DRAWN RJM 0 �� DESIGN GROUP, INC. SHEE PTB PLANNING AND LANDSCAPE ARCHITECTURE L—R O V Q� 1 1 31591 f 1"CAPT"RANO SAN JUAN UPMST O MIM C SECTION C-C KENSINGTON PLACE SCALE: 1/16° = -0" D SECTION D-D VICTORIA PARK LANE GALE: 1/16" = -0" ° �� 2c `p0' CHECKED DRAWING No. 0 ( ) 1' ( ) S I 1' LR - O Lo J PROJECT SHT. NO. OF I N NOTES: 1. REMOVE NURSERY STAKES PLANTING NOTES ^ 2. STAKES TO BE PLUMB AND w E \( \ PARALLEL. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 1. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. i (, w E 2. ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION. U w *TOP TIE TO BE PLACED AS LOW v TOP OF STAKES BELOW HEAD AS POSSIBLE ON THE TRUNK TO OF TREE WHERE SPECIES GROWTH r -1 t 3. REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULCHING, ALLOW FOR WIND FLEXING Of THE TREE. HABIT PERMITS. R ? BUT NOT SO LOW As TO LOSE SUPPORT S Q 4 AND OTHER ADDITIONAL PLANTING INFORMATION. OR ALLOW THE HEAD TO DROP. MAIN TRUNK TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3" BERM TO FORM 2) SETS Of CINCH TIES LOW AS POSSIBLE ON THE 4. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY. DEPRESSED WATERING BASIN. TRUNK TO ALLOW FOR WIND PACED 24 APART ATTACH WITH FLEXING OF THE TREE. BUT TOP OF STAKES BELOW TOP OF ROOTBALL TO EXTEND 2' GALVANIZED SCREWS TO 3" HEAD OF TREE WHERE 5. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY. �� 4" WOOD CHIP MULCH. NOT SO LOW AS TO LOSE ABOVE FINISH GRADE TOP OF ROOTBALL TO LODGE POLES. SUPPORT OR ALLOW N SPECIES GROWTH HABIT PERMITS. w i ORIGINAL GRADE C �� NATIVE BACKFILL WITH NO ROCKS EXTEND 2' ABOVE `� 12' MAXIMUM THE HEAD TO DROP. MAIN TRUNK 6. CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO GREATER THAN 3' DIAMETER. FINISH GRADE 2" DIA. LODGE POLE PINE STAKES � (2) SETS OF CINCH TIES SPACED 24" TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, APART, ATTACH WITH GALVANIZED 3" BERM TIGHTLY COMPACTED IN 2" ABOVE FINISH GRADE DRIVE A MIN. OF 6" INTO UN- SCREWS TO 8' LODGE POLES. COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. PLACE TO FORM WATERING BASIN. DISTURBED SOIL AND POSITION STAKES OUTSIDE ROOTBALL. " WI DIA. LODGE POLE PINE STAKES ORIGINAL GRADE Z WITH WOOD PRESERVATIVE STAIN, 3" BERM TIGHTLY COMPACTED DRIVE A MINIMUM OF 6• IWO 7. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND -IIII I-III- -I i l-III -I I III-III-III-I IN PLACE TO FORM WATERING UNDISTURBED SOIL AND POSITION =I III=Illi BASIN. LOCATED OUTSIDE OF STAKES OUTSIDE ROOT BALL. BACKFILL REQUIREMENTS. III-III-III- -III - PLANT PIT. ARBOR GUARD IN TURF AREAS AND 8. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT CITY AND _III _- I I=I i�-III FRONT YARDS. -1 ROOT BALL III-I I R0°T BALL Ik=C - �_ III=1 I TOP OF ROOTBALL TO EXTEND 2• LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN -III I I-III III ABOVE FINISH GRADE. PLANT PIT TO BE (2) TIMES THE I I-___ - PLANT PIT TO BE (2) TIMES THE NATIVE BACKFILL WITH i=I I =III I TIGHTLY COMPACTED 3" BERM TO FORM TO THE CITY WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. WIDTH OF THE ROOT BALL. -I I I-I I I-I I I-I I I=III-I I�I I I I-I I I WIDTH OF THE ROOT BALL. NO ROCKS GREATER _ WATERING BASIN FOR RESIDENTIAL AND -III-III-III-III-III-III-III-III _ f I THAN 3" DIAMETER =I I -I GROUND COVER INSTALLATIONS. LOCATE IIII I ISI(-III=1II=1I I-II III- _ OUTSIDE OF PLANT PIT. BERMS IN TURF =I I I=III=l I l=I I I=I I I=I I I=III=III -1 I I-I I�I(I-III=III-III I I-I III - ROOT BALL III-I I AREAS TO BE REMOVED PRIOR TO CITY III=11 =II�III=1 I I=I I I=1 I I=III= 11=I I�11�I I-III-III-I -III - PLANT PIT TO BE (2) =1 I I' =I I F ACCEPTANCE. 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS - - - _ /11���111 TIMES THE WIDTH OF =III = SHOULD INCLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF �=III=III=III=III=III I I=III=III -III,=„III,-11, II;,III I� ; THE ROOT BALL -- - __ _ _-_ _ - FOUND UNSUITABLE FOR THE R�oc�Ks cR��R n�HAN r'3°- -III=III-III- III-III=III- I=III=III=I I `D QUALITY AS DETERMINED BY THE CITY MATERIAL DIAMETER. --III=1�I =III-III-I - - DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. UNDISTURBED NATIVE SOIL I I I I-I I I I I-I I I-I I V I I r=I I r;:;7;1 I I-I I UNDISTURBED NATIVE UNDISTURBED NATIVE SOIL. I Fd I I- I I-I I I-I I I-III-III-I I I-I I I- I I I 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS SOIL_14=1-III-III-I _ I-III-I I III-I I II IIII- III-�I ROOT all I I NATIVE BACKFILL WITH NO OR PLANT DISEASES. PRE-SELECTED OR 'TAGGED' MATERIAL MUST BE INSPECTED BY THE -III=III- ROCKS GREATER THAN 3• DIA. CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S NOTES: NOTES: I1-III..-1 -1II^II - 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES: �i it Li - - - - il= OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. OF ROOT BALL. DO NOT CRACK ROOT BOLL Of ROOT BALL DO NOT CRACK ROOT BALL. - _ 1. REMOVE NURSERY STAKES NATIVE SOIL UNDISTURBED O1 2. STAKES TO BE PLUMB AND PARALLEL I 'I III I I I I I 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL m 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. TWICE ROOT BALL WIDTH UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE n RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. N CALIFORNIA 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA � CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAII[ONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, -- N N APPROVED ---- _-- STANDARD PLAN 12. `i -- _ _ - - I APPROVED BY- STANDARD PLAN rD APPROVED BY STANDARD PLAN ° DOUBLE STAKED TREE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN APPROVED BY, STANDARD PLAN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT DOUBLE STAKED TREE ON SLOPE 505 s - MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY CONTAINER PLANTING ON SLOPE 507 CONTAINER PLANTING 506 W 5 GAL - 24 BOX 502 V) CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 R.C.E. 2¢953 SHEET 1 1 BROUGHT TO THE ATTENTION OF THE CITY AND LANDSCAPE ARCHITECT. THE CONTRACTOR w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 9 R.C.E. 24953 SHEET 1 OF 1 tr R,C.E. 24953 Cr R.D.E. 24953 SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 14. CONTRACTOR TO RECEIVE SITE GRADED TO +0.10. CONTRACTOR SHALL OBTAIN LETTER FIAT SIDE UP OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION. CURB MORTAR COBBLESTONE sIDEwALx CASE I PLANT SYMBOLS AND 15. PLANT MATERIAL QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. SPECIFIED SPACING SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT a a a MATERIAL QUANTITIES PER PLAN. 3' MIfVMUM CONCRETE BM 4" OF COMPACTED WOOD CHIP UNDERNEATH COBBLESTONE MULCH. 16. CONTRACTOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS - 2% MINIMUM BOUU" CASE 2 (LOCATE PER PLAID HEADER 3" MIN. SOIL DEPTH AT HARDSCAPING (CONCRETE , EDGE of COBBLE CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADEONE ALLOWED. OF CONCRETE HEADER 1/2' RADIUS coeeCOBBLESTONEREQUIREMESPACING - _ LIMIT OF PLANTER AREA EXPOSED EDGES AND FINISH PER PLAN 17. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR 1 e - 1IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 12• " IN PLANT CROSSINGS) SHALL HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION �= . �- I' - 6" OR 8" THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714)558-8333 FOR SOIL -� -- i- -3CONCR M BED FINISH GRADE FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. '- CONCRETE BED EE NOTE CASE 3 s•F- -24•--! e• TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) MORTARED STONE SWALE _ :>p•p• _ 24 TO 36 DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND _N BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION DEPTH I I1- 4' I=III=I I I_I I I=III- j- ( I - ; ' = AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON DIRECTION -1 - ° - -III-III-I 11=1 I I 11=1 11=1 11=1 _ - -I�I-I�IIII�IIII I I� � _ I , •,p' � FROM THE CITY. SUBMIT SOIL REPORT TO CITY PRIOR TO PLANTING. OOBBLESTONE'- `4' COOL ETE OEM COBEM CONCRETE CURB 3 RE-BAR CONTINUOUS SHOVEL CUT EDGE COMPACTED J �- II UNLESS OTHERWISE INSTRUCTED) CURB GUTTER NATIVE SOIL `�� - 18. GROUND COVERS AND SHRUBS SHALL HE TRIANGULARLY SPACED, UNLESS OTHERWISE W 2' MIN. / 4' MAX. RAD. E UA INDICATED. - - --- - 19. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON PLANTER Pli 9411 SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. AREA a � a NOTES: SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY a 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL NOTE: INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL BE SUBMITTED SIDEWALK HARDSCAPE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL AND APPROVED PRIOR TO SOIL IMPLEMENTATION. / JOIN AT RIGHT ANGLES OYP.) 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON / L 3' MIN. / m 4' MAX. RAD. INTO EDGES AT GROUND COVER AREAS. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 8" Pcc Mow CURB PER CSTD. 534 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 20. ALL LANDSCAPED AREAS (EXCLUDING TURF) SHALL BE MULCHED WITH A 4" DEEP LAYER 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR OF 'WOOD CHIPMULCH' AT THE CONCLUSION OF PLANTING OPERATIONS. WOOD CHIP MULCH NOTES: 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 1 Rode 97M UNLESS OTHERWISE SPECIFIED, SHALL BE: SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING AVAILABLE FROM: INTRAVAIA BOULDERS: MAX. 3'0• - MIN. 2'0" FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. NOTES: COBBLESTONES: MAX. 18' - MIN. 8• WITH ONE FLAT SIDE 1. PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/8" EXPANSION 1961 W. 16TH ST. 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SWILL HAVE 2/3 EMBEDMENT 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES JOINTS AT 20'-0" O.C. 3. &L SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT OF PLANT MATERIALS, PLANT QUANTITIES INDICATED ON THE 2. 8' WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND UPLAND, CALIFORNIA (909) 982-6713 TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO -DRY-PACK- IS ALLOWED) LEGEND ARE ESTIMATES ONLY. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 4. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO PRIVATELY-MAINTAINED AREAS. ROCK PROCEEDING WITH REMANING CK WORK. S. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CRY INSPECTOR. N r 3. CONCRETE TO BE 520-C-2500 MIN. 21. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OB.IECTIONABLE DIST'IGURATKNNS AND I m GROUND COVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN EXCESSNE IRON CONTENT. o ONE-HALF THE SPECIFIED ON-CENTER SPACING. ?. CONCRETE CLASS 520-D-2500. c; CNI CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA N CI'T'Y OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, FTER INSTALLATION, RIVER WASHED GRANITE STANDARD PLAN APPROVED BYE STANDARD PLAN ,p APPROVED HYD SHRUB AND GROUND COVER STANDARD PLAN APPROVED BY. STANDARD PLN! 22. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY A _ COBBLESTONES 542 0 MULCH INSTALLATION - o - CONCRETE HEADER UPON PROVIDING SUPPORT PER DETAIL. 509 W SPACING 508 534 S 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ,SA,CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRVCTK)N SHEET l (]F 1 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR M18UC WORKS CONSTRUCTION SHEET 1 OF 1 I,,CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON SHEET w SHEET 1 OF I R.C.E. 24953 (KRC.E. 24953 R.C.E. 24953 SHEET 1 DF 1 �R.C.E. 24953 _ I I DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA VICTORIA PARK LANE - TRACT 15871 I DAY CREEK CHANNEL TO DAY CREEK BLVD. PLANTING DETAILS AND NOTES APPROVED BY DATE:t�_1� CITY ENGINEER RCE NO b DESIGN RE NDED « * LR / DRAWN RJM SHE tlf (.N4�1 PTB DESIGN GROUP, INC. �-9 of PIAKKM AND LiND.MAPS ARCRREC'RTRS 31541 CANIN;i CAPVMN:' $AN NAW CAPE X 0 CA Y2F3 CHECKED DRAWING NO. LR 1714o-L J PROJECT SHEET NO. 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 corners, 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 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 larger than one- following items: We hereby guarantee that the irrigation system we have furnished 1. Bockflow 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 backflow prevention units shall hove 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 & REQUIREMENTS e. Sprinkler control valves. date of acceptance and also to repair or replace any damage be similar to Bailey #100B 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: TRACT 15871 - VICTORIA PARK LANE STREETSCAPE PART 3 - EXECUTION backfilled with sand (a layer four (4) inches below the C. Ordinances and Regulations: All local, municipal and state the sepias will not relieve the Contractor of the (DAY CREEK CHANNEL TO DAY CREEK BOULEVARD) 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: VICTORIA PARK LANE BETWEEN DAY CREEK CHANNEL & neoprene, or rubber disc and shall meet or exceed Federal tamping devices. Trenches for piping shall be compacted A. All scaled dimensions area approximate. The Contractor shall part of these Specifications, and their provisions shall be DAY CREEK BLVD., RANCHO CUCAMONGA, CALIFORNIA Specification WW-V--51D, Class A, Type IV. PP 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 some. 1. As-builts drawings shall be approved by the City of construction with F.I.P. thread inlet and outlet. under this Section. 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" or approved equal. utilities which are caused by his operations or neglect. 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. C. Coordinate installation of sprinkler materials including pipe, Contractor as a art of the Contract cost. Permission to PART 2 - PRODUCTS 1. Except as noted otherwise, connections between the P automatic controllers and the electric control valves so there shall be no interference with utilities or other 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 made with AWG-TW solid copper the structural and finished conditions affectingall of shall be enlarged to a size that will be readable when D. The Contractor shall carefully check all grades to satisfy 3. Refer to Cit Standard 120 "Trench Repair" when within 9 drawings, specified herein, or approved equals. wire. Pilot wires shall be a different color wire for himself that he may safely proceed before starting work on the y P his work and plan his work accordingly, furnished such reduced. each automatic controller. Common wires shall be white Y y P 9 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 black line or blueline ozalid 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 welded joints. 4. An expansion curl shall be provided within three (3) feet B. 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 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 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 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 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, equi equipment item installed under this Contract. r controllers shall be made to electrical point(s) of the metal connections first. Teflon tae ora roved P prescribed by the manufacturer. sealing pack. connection as indicated on the Drawings. p PP materials, or processes specified by name in the Drawings 9 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 b the Cit of Rancho d. Complete operating and maintenance instructions on 2. Connections shall be made at the approximate location(s) is all that is required. Where threaded PVC connections p pp y y P P 9 electric control valves will not be allowed without prior q Cucamonga. all major equipment. shown h the Drawings. The Contractor is responsible for are required, use threaded PVC adopters into which the a. Manufacturer's name approval of the City of Rancho Cucamonga. q P 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 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 Cit of Rancho Cucamonga at the conclusion A. Trenching: 1. All lines shall have a minimum clearance of six 6 9 9 Y 9 f. Date of extrusion on the Drawings. ( ) 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 controller1. Dig trenches straight and support pipe continuously on of other trades, with the exception of the control wire P s) shall be 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 sleeve(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, p g' to be furnished by others. The final electrical hook-up 2. Provide for minimum of twenty-four.paving inches cover F. Automatic Controller Assembly. 2 Automatic Controller Calsense ETI-DTR2 disassembling and adjusting each type of sprinkler shall be the responsibility of the Contractor. for all irrigation lines installed under paving or 1. Non-pressure buried lateral line piping shall be PVC hardsca m and valve supplied on this project. P 9 Install as per manufacturer's instructions. Remote control 3 Master Valve Cloyval 136ACSKC-24V b. Two (2) four-foot valve keys for operation of gate Schedule re with solvent-weld joints when installed in L. Electric Control Valves: valves shall be connected to controller in numerical sequence valves. planting 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 d. One 1 quick coupler key and matching hose swivel 2. Non-pressure lateral line piping installed under paved larger in diameter. G. High Voltage Wiring for Automatic Controller: ( ) q P Y 9 type shown on the Drawings. 9 9 9 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 q 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, all pressure supply lines of two and one half (21h") shall be provided b the Contractor. adjustment. P Y 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 (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 je 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 Cit has PVC compound conforming to ASTM resin specification 5. Provide for a minimum of twelve 12 inches for all non-electric control valve. ( ) ordinances, and union authorities having jurisdiction. 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 Cucamonga. Federal Specification PS-22-70 with on appropriate M. Control Valve Boxes: standard dimension ratio. H. Remote Control Valves: materials listed on the Drawings by following procedures 6. Provide for minimum cover of eighteen (18) inches for as outlined in Section 1.05 of the Irrigation 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING all control wiring 1. Install where shown on the Drawin s. Where grouped 9 4. Except as noted in paragraphs 1, 2, and 3 of this section 1. Use 10" x 10-3/4" round box for all gate valves. Carson 9 P Specifications. Industries #910-128 with green bolt-down cover or together, allow at least twelve (12� inches between (2.01B), all requirements for non-pressure lateral line 7. Refer to Cit Standard 120 "Trench Repair" when within A. Handling of PVC pipe and fittings: The Contractor is approved equal. Extension sleeve shall be PVC with Y P adjacent valve boxes. Install each remote control valve pipe and fittings shall be the same 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 Cit 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 P PP Y 9 Y 9 P P g P P ac section 2.018 of the Specifications. B. Backfilling: rejected and the Contractor may be required to remove transported in a vehicle which allows the length of pipe to 2. Use 9-1/2" x 16" x 11" rectangular box for all electric ' 1. 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 Pipe and Fittings: control valves. Carson Industries # 1419-12B with green concentrated external load at an point. An section of pipe 1. The trenches shall not be backfilled until all required 1. After all news sprinkler pipe lines and risers are in Y P y P�P bolt-down cover or approved equal. P P P 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 backfilled with the excavated materials approved for been completed, and prior to installation of sprinkler conformingto Federal Specification WW-P-351. 3. Use 6" diameter x 8-3/4" deep round plastic valve box for P P � P only that the product or products apparently meet the pipe p # all quick coupling valves. Carson Industries # 608-12 backfilling, consisting of earth, loam, sandy clay, sand, 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. Backfill shall be mechanically A. If the Contractor wishes to substitute any equipment or Specification #WW-P-460. 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 adjacent undisturbed soil in planting areas. Backfill the system has been accomplished to the complete E. Copper Pipe and Fittings: 4. Use 9-1/2" x 16" x 11" rectangular box for all electric Ys P P Contractor of his liabilityunder the guarantee. Such Drawings and Specifications, he may do sob providing the will conform to adjacent grades without dips, sunken satisfaction of the cit of Rancho Cucamonga. 9 9 P Y Y P 9 control valves installed within on-grade landscaped Y 9 warranties shall only supplement the guarantee. following information to the City of Rancho Cucamonga for 1Pie: Te Khard tempered. areas. Carson Industries # 1419-12B with green bolt-down areas, humps or other surface irregularities. approval: . Pipe: p . cover or approved equal. B. RECORD DRAWINGS: 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 3. Joints shall be soldered with silver solder, 45% silver, installed within on-structure landscaped areas. Carson complete record set of blueline ozalid prints which shall item to be submitted. 15% copper, 16% zinc, 24% cadmium, solidus at 1125' F, Industries No. 910-12B 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 substituted 1. Boll 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 CITY the record drawing progress sheets daily as the work responsibility in accepting or rejecting any submittal item as screw-in bonnet,havnone threaded stem, and solid wedge disc. DESCRIPTION OF REVISION DATE proceeds, showing the work as actually installed. For an approved equal to the equipment and materials listed on the Boll valves shall have threaded ends and shall be equipped provisions. APPROVED: with a stainless steel handle. example, should a piece of equipment be installed in a Drawings and Specifications. b. Ball valves shall be similar to those manufactured 2. Spray heads shall hove a screw adjustment. location that does not match the plan, the Contractor by Nibco or approved equal. CITY OF RANCHO C U C A M O N C A must indicate that equipment has been relocated in a 1.06 GUARANTEE C. All Boll valves shall be installed per detail. 3. Riser units shall be fabricated in accordance with the graphic manner so as to match the original symbols as 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) VICTORIA PARK LANE TRACT 15871 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 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 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.b. Resilient Wedge Gate valves shall be No. 403 RT-RW 5. All sprinkler heads of the some type shall be the same DAY CREEK CHANNEL TO DAY CREEK BLVD. shall transfer all information from the "record drawing" manufacturer. �N�fISCf'. prints to a sepia mylor or similar mylar material. B. A copy of the Guarantee form shall be included in the as supplied by Watts or approved equal. C All Resilient Wedge Gate valves shall be installed A £ 9 SPECIFICATIONS �, Arrangements shall be made through the city for operations and maintenance manual. C. per detail. 0. Sleeving: T IV�Q �' kn L^ obtaining said sepia mylor or similar mylar material. Q 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, CD e• � 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 u�, -� APPROVED BY: DATE: vY1'C� mylar 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. Cc manufactured by Ropidograph, Kueffel & Esser, or Faber designed for working pressure of 150 P.S.I. l CITY ENGINEER RCE No. 24953 Costell. The dimensions shall be made as to be easily P. Vandal Resistant Controller Enclosure: o w readable even on the final controller chart (see Section 2. Quick coupling valve shall be operable with a quick !t DESIGNED BY: RECOMMENDED: Q_ 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 JI �P RJM ono submitted to the City of Rancho Cucamonga for approvalDrawings. the Irrigation Drawings and Irrigation Detail sheet. 4 jf f.y prior to the completion of the controller chart. 0 2. A backboard shall be secured to the controller enclosure DRAWN BY: RJM SHEET1-11 housing to provide a base for mounting the automatic RJM DESIGN GROUP, INC. L- 10 of 11 co PLANNING AND LANDSCAPE ARCHITECTURE d sprinkler controller and terminal strip. CHECKED BY: "'°' `"""°`"""w"° SA»NAM cAvisRAno �� DRAWING No. LPP 171(o-L J PROJECT SHT. NO OF IRRIGATION SPECIFICATIONS (continued) J. Sprinkler Heads: C. No site observations will commence without "As-Built" record 1.06 Inspections: 4 cubic yards ofwized Redwood 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 shall start immediately Drawings. Sprinkler heads to be installed in this work previously noted corrections, or without preparing the system Landscape Architect, Cit and governing authorities, 24 hours ed ately after landscape irrigation and shall be equivalent in all respects to those itemized. for said visit. P Y 9 9 prior The above soil conditioning are minimal qualities only and should planting. 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 areas on a continuous basis as they 2. Spacing of heads shall not exceed the maximum indicated 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 on the Drawings. In no case shall the spacing exceed the Therefore, the Contractor shall obtain his own soils analysis at a maintain them until final acceptance of total project. Replace any maximum recommended by the manufacturer. Rough Grading. rate of one per every 25,000 square feet of planted area. These 6.02 Quality Assurance: dead or d n plants as directed b p Drain Lines and Catch Basins. soil tests shall be conducted by an approved Agronomic soils y' 9 P y the Landscape Architect and Irrigations main line pressure, coverage dos tem operations City representative. 3.04 TEMPORARY REPAIRS g ( P 9 Ys P testing laboratory approved by the project Landscape Architect and 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 The City reserves the right to make temporary repairs as necessary Soil Preparation and Finish Grading. construction job conference, by the State of California as a Pest Control Operator and a Plant Material (delivery do placement). program to maintain all plants and planted areas in a healthy Pest Control Advisor in addition to any subcontractor licenses condition. Irrigation system run-off shall be kept to a e Inspection (at completionf landscape keep the sprinkler system equipment in operating condition. The Substantial Completion of 3.05 Finish Grading: that ore required. minimum. Damage to irrigation system resulting from exercise of this right the City shall not relieve the Contractor CONCRETE SPECIFICATIONS improvements) - 7 Days. of his responsibilities under the terms of the guarantee as herein Final Inspection after maintenance maintenance and equipment and/or maintenance personnel, shall specified. P ( 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. PART 1 GENERAL finish grades for planting. All flow lines shall be maintained and Local Regulations. Failure of any part of the irrigation system shall be brought 3.05 EXISTING TREES The contractor shall arrange a Preconstruction job conference with proper tolerances shall be met after settlement at the end of the 1.01 Description the Landscape Architect and City a minimum of seven (7) days prior project maintenance period. 6.03 Submittal: to the attention of the City. No repairs other than emergency Where it is necessary to excavate adjacent to existing trees, the to the beginning work. repairs shall be accomplished without written g g permission from Contractor shall use all possible care to avoid injury to trees and For concrete information refer to the Standard Specifications for Finish grading shall leave surface of the y smooth Prior to the installation of any weed control materials, the the City. P g g ground uniform) Public Works Construction (Green Book: Edition per the City of 1.07 Guaranties: and free of abrupt grade change. Landscape Contractor shall submit to the Landscape Architect/City B. Weed Control: Keep all planted areas free of weeds and tree roots. hall be in areas where two (2) inch and larger Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well a list of the weed control materials and quantities per acre debris by cultivating areas at intervals not to exceed 10 roots occur shall be done by hand. All roots two pe inches and as an other sections related to the installation, p A. Plant Materials: All trees, shrubs, round 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, y per and post 9 9 installation of concrete work, materials, labor, and clean-up. The plants and lawn shall be guaranteed from date of final Ys shall be tunneled under and shall be heavily wrapped with burlap to P• expected on the site, as supplied by the Pest Control Advisor. prevent scarring or excessive drying. Where a ditching machine is 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 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 a Trees 24" box do 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. iometer, the wall of the trench adjacent to the tree shall be hand Trees 15 year planting and seed varieties present. trimmed, making clean cuts through. Roots one (1) inch and larger BI Building News gal. dt smaller = 1 ar C. Pest Control: Spray all plants and planted areas at beginning Shrubs All sizes = 120 da in diameter shall be pointed with two coots of Tree Seal, or equal. 3055 Overland Avenue Ys PART 4 - TREES AND SHRUBS 6.04 Responsibility and Coordination: of maintenance program and as may become necessary thereafter Los Angeles, CA 90034 Ground Cover = 120 days Trenches adjacent to tree should be closed within twenty-four (24) Bedding Plant = 120 da of an approved method of pest control, to keep all plants and hours; and where this is not possible, the side of the trench (310) 202-7775 9 Ys 4.01 Scope of Work: A. Landscape Contractor is responsible for the erection of all adjacent to the tree shall be kept shaded with burlap or canvas. Lawn (sod) = 120 days planted areas free of insects and disease. Method shall be 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 3.06 FIELD QUALITY CONTROL trees and shrubs as shown on plans, as reasonably implied and as treated areas and to notify the public. shall include Gopher 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. A. Adjustment of the System: 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 following: Contractor shall replace and plant all materials which have 4.02 Products hydroseed germination. No material or method shall render the Landscape Architect, at start of maintenance program and 1. The Contractor shall flush and adjust all sprinkler heads 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 for optimum performance and to p y A. Furnish and set all reinforcing steel, bolts, and anchors. 5 days from receiving written notice from the Landscape the "Standard Plant Names" established b the American Joint application. necessary until the end of the maintenance g P p prevent overspray onto Y PP� 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. P B. Install all items required by other trades which are to be planted within the 5 day period, City may replace dead the established custom of the nursery is followed. 6.05 Non-Selective Herbicides: material with new material and charge Remove trash weekly. Edge ground cover to keep in bounds and 2. If it is determined that adjustments in cast into concrete. ge the Landscape Contractor trim top growth as necessary to achieve and overall even the irrigation for all expenses incurred. B. Condition - Plants shall be symmetrical, typical for variety Non-selective contact herbicide and/or non-selective systemic equipment will provide proper and more adequate coverage, Ys appearance. Exterminate gophers and moles; repair damage. the Contractor shall make such adjustments prior to 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) planting. Adjustments may also include changes in nozzle benches, etc., where applicable. disease, insect pests, or their eggs, and shall have healthy, PART 8 - ACCEPTANCE OF PROJECT sizes and degrees of arc as required. B. Construction Materials: The contractor shall guarantee all normal root systems, well-filling their container, buy not to 6.06 Selective Herbicides: 1.03 Protection workmanship and materials for all site development, for a the point of being root bound. Plants shall not be pruned at period of one year from date of final acceptance of project. anytime, and in no case shall trees be to 8.01 General: 3. Lowering raised sprinkler heads by the Contractor shall Yt topped. Selective pre-emergent herbicides compatible with seed mixtures (as be accomplished within ten (10) days after notification All finished concrete work shall be barricaded to pedestrian recommended by the Pest Control Advisor) Upon completion of installation, a maintenance period of a minimum of traffic for three 3 da Barricade shall be laced imediatel 1.08 Material and Labor Releases: C. Trees and shrubs shall be growing at a recognized nurser in by the City. ( ) �� P Y g g g Y 180 days for all landscaped areas is required prior to final acceptance 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 4. All sprinkler heads shall be set remove all of his own barricades. Contractor shall be responsible Upon completion of the work, the Contractor shall present to the the size and caliper normally associated with the container P perpendicular to Cit signed copies of all labor and materials releases for all period shall commence upon written approval for all phases of planting finished grades unless otherwise designated on the for any damage to new construction and replacement or repair of the Y• g P size specified on plans. Removal of ail tags, labels, nursery If in the opinion of the Pest Control Advisor, perennial grasses installation by the City Public Works Inspector. Maintenance period work shall be made without added cost to the Cit 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 Drawings. P P 9 P 9 q prior shall be adequate to verify plant characteristics and establishment. 1.04 Clean-up Disposal and Clean-up: approval of the Landscape Architect or City. to removal, spray these areas per Pest Control Advisor's 5. Rain Bird EFB-CP valves will be set per manufacturers 1.09 Dis recommendations. A. Two inspections shall be made that affect the establishment specification so that each lateral operates at design Remove all waste materials (including excavated material classified period: The first after all plantings have been completely pressure. Upon completion of all concrete work and before final acceptance, ( 9 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 beginning of the the Contractor shall remove all tools, surplus materials, 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. establishmenteriod, 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 P B. Testing of Irrigation System: legally dispose of it. During the course of the work, remove establishment period. If plantings are not acceptable at the a clean, neat condition acceptable to the City. 9 Y P 9 replaced at Contractor's expense. Allow herbicide to kill all weeds. Rake or hoe off all dead end of the 180 day period, due to defective maintenance, then surplus materials from the site and leave premises in a neat and weeds to a depth of 1" - 2" below the surface of the soil. 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. Rancho Cucamonga in writing at least 48 hours in advance Specifications and can be approved. 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 2. Test all pressure lines under hydrostatic pressure of 150 inspector. two (2) years. shall be live, healthy, undamaged, and free of infestation. 7.01 Scope of Work: pounds per square inch and prove watertight. PART 2 - EXECUTION F. Substitutions - Substitutions for indicated plant material Inferior plantings shall be replaced and brought to asatisfactory 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 dr out. Bare root Y 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 immediate) and replaced with suitable plants. The Prune trees and shrubs. PART 1 - GENERAL Y P 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 round 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 by 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 a equipment. P 9 appropriate 3744. Gro Power Plus, 5-3-1 O 15 lbs/cy details. All work and materials shall comply with governing codes, safety Iron Sulfate ® 2 lbs/cy 7. When the irrigation system is completed, perform a orders, standards, and regulations, and meet the minimum B. Ammonium Sulfate: Granular form containing not less than 21% 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 4.03 Soil Amendments: 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 - 501L 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. �C Q li%YRIl B. The City of Rancho Cucamonga reserves the right to waive or completion dotes. Contractor shall also supply the Landscape Perennials and Annuals: Provide healthy container grown plants �,Q 4 �} 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 onj Q0. person in charge of the work. of planters if required. plans. 3.08 CLEAN-UP UJ 1.04 Responsibilities and Coordination: C. Cleaning and finish grading of planters areas and planting cc 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 t 6 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. ll// 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. of Al 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 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 'I , p sot shall be submitted to an agronomic soils keep )ant roots moist n o st a d lace in sheltered 9 P P a s e tered location record drawings, and equipment as required before final site coordinated with the City and other contractors on the b P CITY job testing laboratory, approved by the project Landscape protected from the sun, wind and other damaging elements. DESCRIPTION OF REVISION 9 9 DATE APPROVED: observation can occur. site. Architect for analysis prior to use. Result of testing to be 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 round cover P 9 P 9 CITY OF RANCHO CU A responsible for establishing all surveys, reference points and planting. C MONCA 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 a cho Cucom n advance Cucamonga in od g e f or 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 VICTORIA PARK LANE TRACT 15871 1. Pre-Job Conference - 7 days traffic barriers and detours required b him for the q Y indicated onI n p a s. construction of the project. All temporary traffic barriers 3.04 Soil Preparation: Y q 2. Pressure supply line installation - 24 hours and detours shall conform to all conditions required b the Each plant shall be planted with its proportionate amount of sail DAY CREEK CHANNEL TO DAY CREEK BLVD. Cit or governing authorities. Y g g All work on irrigation tem shall be complete n i so as to minimize root disturbance. Soil moisture shall be such 3. Lateral line and sprinkler installation - 9 Ys p and inspected for nsta otion 24 hours P P 1.05 Defective and Unauthorized Work: recommended approval and, fine grading completed, prior to that soil does not crumble when removing plants from container. SPECIFICATION rototilling and prior to soil amendment work. S 4. Automatic controller installation 24 hours Re rode )anter areas after planting, restore g p p g, to esto a smooth finish All 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 i r 5. Control wire installation - 24 hours construction or deficient in any of the requirements of the plans material I APPROVED BY: lantin areas b tilling shall be spread over the entire )anter r DAT t or cross ripping area after rade E. and specifications, shall be remedied or removed n replaced planting • Y 9 pp g to a depth of 12'. AllP p g p and ep aced by 6. Pressure supply lin n - rock and debris more than 2 in diameter shall be removed from the is established. Watering shall begin immediately after mulching. CITY ENGINEER e and lateral line testing 48 hours E G EER ou s the Contractor PP Y acto at his own expense in a manner acceptable to h RCE NO. 4 9 the 953 P P 2 site, except for areas that are to be sodded, in which all rock (Grading shall accommodate the mulch) Landscape Architect and City. and debris more than 1" in diameter shall be removed. DESIGNED BY: RECOMMEND E � 7. Coverage test - 48 hours 5.07 Protection: RJM In 8. Final r - Apply , spread, and rototil In all soil amendments as recommended observation 7 days00 to a depth of 6". Water area thoroughly after rototi►ling is Erect temporary fencing or barriers r p y g to protect planted areas from P P o DRAWN BY: RJM SHEET complete. Incorporate evenly into the top 4" to 6" the following damage prior to final acceptance. �. DESIGN GROUP INC. � B. When observations have been conducted other than the City of for each 1,000 square feet of planting area: RJM � - � PLANNING AND LANDSCAPE ARCHITECTURE L 11 of 11 Rancho Cucamonga, show evidence in writing of when and by whom „69 c,rvw p.R,NANO SAN JUAN cnvcmuNo g¢rns 00 00 these observations were made. 0 CHECKED BY: DRAWING No. LOP 17 J - - PROJECT SHT. N0. OF