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HomeMy WebLinkAbout1757-L DEVELOPER/OWNER LANDSCAPE ARC I E---- C URAL PLANS 1111111111, IM )11��Jjjjll I F I �C H �l�'D M E 'S LOTS A , B ) & C 85 ARGONAUT SUITE 205 ALISO VIEJO , CALIFORNIA 92656 TRACT 16081 - ( 949 ) 465 - 1655 LANDSCAPE MAINTENANCE DISTRICT NO , 2 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L- 1 TITLE SHEET 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L- 2 CONSTRUCTION PLAN jj3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L- 3 PLANTING DETAILS Cx SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ag V d 4 . THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L- 4 PLANTING PLAN DAMAGE INSURANCE AS REQUIRED BY LAW. L- 5 PLANTING SECTIONS SITE 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L- 6 IRRIGATION DETAILS 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L- 7 IRRIGATION PLAN CREEK BLVD. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. DAY R 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L- 8 IRRIGATION SPECIFICATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. L- 9 PLANTING SPECIFICATIONS a SLOPES WIDE FLAN AREA SAT O5VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT HETOCONSULTANTS t I.� 5 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT 0 S Z ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL LANDSCAPE ARCHITECT: UTILITY CONSULTANT: S CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE = OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW SITESCAPES, INC. JOANNA FUTERMAN, INC. 0 GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL 19762 MAC ARTHUR BLVD., SUITE 130 27322 CALLE ARROYO SUITE C REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER IRVINE, CA. 92612 Z COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. PHONE N0. (949) 644-9370 SAN JUAN CAPISTRANO, CA. 92675 PHONE NO. (949) 248-9242 W 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. CIVIL ENGINEER: 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. m MADOLE AND ASSOCIATES, INC. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 10601 CHURCH STREET , SUITE 107 * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS RANCHO CUCAMONGA, CA. 91730 * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS PHONE N0. 909 948-1311 * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS ) 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 N.T.S. FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. TREES SHALL BE INSTALLED PER THE MAINTENANCE RESPONSIBILITY MAP 14. PURL*CLPLANT NI ACCORDANCE WITH CITY STANDARD PLANS.NED FOLLOWING CRITERIA: * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. CITY REDUIRED POINT SYSTEM. SEE SITESCAPES PLAN FOR SEE SITESCAPES PLAN FOR * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. PHASE 182 PHASEI&2 * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LLANE * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. VICTORIREFERENCE A P RK LANE I. LANDSCAPE [POINT VALUE] CLAIPOIMED (SHE�%REF#) I. IRRIGATION [POINT VALUE] CLAIENCE MED (SHEET _ --------------- 1. WATER CONSERVING PLANTS.[20] 20 L3 TO L4 1. LOW GALLONAGE IRRIGATION SYSTEM. 20 20 L6 TO L7 ` ! 2. TURF LIMITED TO 25%.[20] 20 L3 TO L4 2. AUTOMATIC CONTROLLER.[20] 20 L4 TO L5 w 3. PLANTS GROUPED BY WATERING NEED.[10] 10 L.3 TO L4 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.[10] 10 L6 TO L7 U ! SEE SITESCAPES PLAN - 4. HARDSCAPE (NON-IRRIGATED) SURFACES.[10] 10 L3 TO L4 4. SOIL MOISTURE SENSORS.[10] 0 - PLAN.PHASE 1 3 2 ETON DR1� 5. PERMEABLE PAVING.[5] 0 5. RAIN SENSORS.[5] (LOCATED AT CENTRAL CONTROL SYSTEM) 5 L6 TO L7 ! 6. LOW-WATER TURF VARIETIES.[5] 0 6. WIND SENSORS.[5] 5 L6 TO L7 7. MULCH PROVIDED IN NON-GROUND COVER AREAS.[5] 5 L3 TO L4 7. SENSITIVE TO SLOPE FACTORS.[5] 5 L6 TO L7 TT 08. SOIL AMENDMENTS.[5] 5 L3 TO L4 8. RECLAIMED OR RECYCLED WATER.[5] 0 " TOTAL POINTS CLAIMED: 70 TOTAL POINTS CLAIMED: 65 ! t� " > [MINIMUM POINTS REQUIRED: 60] [MINIMUM POINTS REQUIRED: 60] AVON COURT + J _ ! m LANDSCAPE QUANTITIES UCA SEE SITESCAPES PLAN �PLAN-PHASE 1 3 2 �O " r y. _ j Ld LOT 'A' STREETSCAPE LOT 'B' - CONTINUED STREETSCAPE O Li ° ! TOTAL S.F. OF NON-TURF LANDSCAPED AREA 1398 Sq.Ft.q• TOTAL STREET TREES �• O TOTAL S.F. OF TURF AREA 0 Sq.Ft. CHIT0NJ uL.NF_u'5 ;B 'E � 13 Ea. `J z WEMBLEY COUP ; a TOTAL S.F. OF HARDSCAPE AREA RHUS LANCEA - AFRICAN SUMAC0 Ea. `• ' ! Q SIDEWALK 232 Sq.Ft. LAGERSTOEMIA INDICA 'MUSKOGEE'-CRAPE MYRTLE *0 Ea. CRY Y C) COBBLE HARDSCAPE 737 Sq.Ft. � D DESCRIPTION OF REVISION DATE APPROVED. " Et W. >' TOTAL L.F. OF CITY MAINTAINED WALL 0 Ln.Ft. ® SUGAR GUM RE U >,LOT C TOTAL S.F. OF ALL AREAS 2367 Sq.Ft. TOTAL L.F. OF CITY MAINTAINED FENCE 0 Ln.Ft. L.L r CITY OF RANCHO C U CAM 0 N GA } w ij ;' e TOTAL ACRES OF ALL AREAS .05 AC. _Tl LOT B LOT 'C' STREETSCAPE 0 O SEE SITESCAPES PLAN TOTAL STREET TREES TOTAL S.F. OF NON-TURF LANDSCAPED AREA 2565 Sq.Ft. LANDSCAPE IMPROVEMENT PLANS FOR o PLAN-PHASE,a 2 LAGERSTROMIA FRADESI ZUNI - CRAPE MYRTLE 0 Ea. TOTAL S.F. OF TURF AREA 0 Sq.Ft. RHUS LANCEA - AFRICAN SUMAC 4 Ea. TOTAL S.F. OF HARDSCAPE AREA Z LOTS A , B , & C. SIDEWALK 606 Sq.Ft. v D TR A C T 16 0 81 - I�I&f COURT � LAGERSTOEMIA INDICA 'MUSKOGEE'-CRAPE MYRTLE 0 Ea. LOT 'C' -roT NO. OF CITY rA4lNTAIK)rP Uc9Nrrlx[VRE-5 z EA. ~ _ v. '� ( •� '� TOTAL`L.F. OF CITY MAINTAINED WALL 0 Ln.Ft. COBBLE HARDSCAPE 1230 Sq.Ft. TITLE SHEET w " e� RAIL ROAD RIGHT OF WAY - TT 11 TOTAL L.F. OF CITY MAINTAINED FENCE -54 Ln.Ft. TOTAL S.F. OF ALL AREAS 4401 Sq.Ft. LOT 'ALOT 'B' STREETSCAPE TOTAL ACRES OF ALL AREAS .10 AC. `A%DSCAp APPROVED BY: � DATE" F' CITY ENGINEER u RCE: 24953 POL TOTAL S.F. OF NON-TURF LANDSCAPED AREA 1797 Sq.Ft. TOTAL STREET TREES �`�! *�� 4 � TOTAL S.F. OF TURF AREA 0 Sq.Ft. y � 1782 �� PLAN ��� �� REcoMM� q BRACHYCHITON POPULNEUS - BOTTLE TREE a Ea. TOTAL S.F. OF HARDSCAPE AREA TYPICAL LANDSCAPE SIDEWALK 0 Sq.Ft. RHUS LANCER - AFRICAN SUMAC' 0 Ea. * * 1 T t C A r Lm SHEET LAGERSTOEMIA INDICA MUSKOGEE -CRAPE MYRTLE -* 0 Ea. DRAWN Y.V a IW2 '" w MAINTENANCE AREA COBBLE HARDSCAPE 993 Sq.Ft. Mm/Ce ! PIonM L_- 1 of 9 TOTAL NO. OF CITY MAINTAINED LIGHT FIXTURES f O Ea. 9TF Oe* OQ` N.T.S. TOTAL S.F. OF ALL AREAS 2790 Sq.Ft. CAS-��` CHECKED DRAWING N0. TOTAL ACRES OF ALL AREAS .06 AC. TOTAL L.F. OF CITY MAINTAINED FENCE D Ln.Ft. OFDATE: RLA: 2 U. 17 57�L PROJECT SHEET N0. OF ■ 5 Ntfl d I ■ i X19 NVr d I .` 'r-;:; ■ 0 ' 7 , ,. Z Nil d I ' rn N`vrld z I - I C NV-1d I 73 ■ ■ 71 SIDE YARD WALL I I s MOW CURB -- I -� I BY OTHERS DETAIL(TYP.) :;:' ' O' ■ PR JECT ' O } a 74 I I r ■ W m 75 Q LI M T LINE Rz'� ,�. I _- - - ■ NONE ■ ■ MEN ■ ■ ■ :. w. - 1 — ■ ' � O vs - 4' Pill s OW CURB ``` - e'-b° e' 12' e' Is' 8' t2' a' tz' �, � 1:,t.. ; �;..��A �;. ::. • . . 34 U L-3 DETAIL (TYP.) 8 f2' 8 b P ung 12' 121.1 SUGAR GUM STREET SIDEWALK PER C.E. L-5 �� 1�' �'� Rim' ■ Q PLANS PERIMETER WALL RETAINING WALL �— — — —� 24" _ l STREET LIGHT BY ■ PER C.E. PLANS J PER C.E. PLANS 3 DECORATIVE COBBLE 3 OTHERS (TYP.) PERIMETER ■ O L-3 STONE(TYP.) Z �7 24" -_: Y -_ :: C E PLANS PER � 5 MOW CURB , LAMS IIQ - �J 11 LL. U - •,.• DETAIL (TYP.) � �. 5 8 Cl) IL '•i' :a - t .i :r• Y .1i.• •t t:•� 1 1 1 - 1` t•t y I 54, LJ B-B / . o 33 6651 Z Z - I Q LOT 'B' & 'C' PLANTING PLAN CONSTRUCTION NOTES 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to the attention of the owners representative. 2. See grading plans for vertical control. 6 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement SHEET KEY of said utilities. VICTORIA PARK LANE 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown WELD aur PLAT CAP ON �, MAK. obstructions and/or grade differences exist that may not have been known during design. Such _ SAXON DR. E �T TOP OF PAIR TO .E conditions shall be immediate) brought to the attention of the Landscape Architect and the Ci Inspector. A PLusN wm+ TOP of Pon. r w. z .ur TOP RAL Y � P City P � � + ■ The Contractor shall assume full responsibility for all revisions due to a failure to give such notifications. 5. Contractor shall be responsible for any coordinating with other sub-contractors as required to _ - - __ _ _ FEI1Ct NT. r sa K •,..' ►osT accomplish construction operations. - o STREET LIGHT BY TO M4TCM OTHERS (TYP.) Apshil,4o 3.4-BO. BOLE) PICKETS 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and - ` M AD7ACEsIT Q] wa��-� sharp transitions. I - a r BD. x .Ur BOTTOM NAIL 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where ' �: applicable. All forms must be inspected and approved by the City Inspector prior to beginning that phase of the work. _ 18" 5 MO CURB 1 Z4„ L-3 DET IL (TYP.) I 8. All concrete flatwork to be 3 1/2" minimum thickness and located as shown. Concrete will be _ ALK I \ F"'DM °"ADE of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and LOT 'C' G I . 0RAq= .0 ht.- CLEM ACI 318. Maximum slump shall not exceed 4 inches for normal wei ht concrete if consolidation g L-3 (slz oTED) I Poa ' is by vibration. A slump notexceeding 5 inches is permitted if consolidation is by other means. " LOT B -_ 18 I Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture -- .r shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete LOT 'C' I siDLrc�t..lc I I PT ir���zov�m6nrr TYPfCAL FBrCE BEYATpN that has been pretempered by water or cement after concrete has partially hardened, is not PA ' acceptable. Concrete shall never be covered with sheeting of an kind. Periodic tests of compressive LOT A •.., P g y 18" _ r CLEAR strength of concrete shall be made in accordance with ACI 301 to verify that it meets design 4 LIGH STANDARD m•P� —DIAGONAL STD► E re uirements. Concrete shall be poured continuous) where possible and thoroughly consolidated P L-3 (2 TO AL)- SEE SH ETI q P y� P g y Q -b' - L-4 R LAYOUT I by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in = I accordance with ACI 301. CITY STDG. AWO Cell book 5�'s -�"� ',;7(ZEC�pENGE• 0 SIDE YARD WALL BY OTHERS I sir�a Bolo PKT11 ` of 36" 3 HEAVY DUTY s� HEAVY Durr HASP LATCH `ANDS C 3 �DECORATIVE ACOBB EI ��. t �F �� APPROVED: o Poi DESCRIPTION OF REVISION DATE CITY 3' L-3 STONE TYP. 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. �� 2782 y% ,18„ I r sa x .w- BOTTOM RAL Refer to appropriate plans. CITY O F RANCH 0 C U C A M 0 N G A Pl GRADE 24" ,� I 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation oz LANDSCAPE IMPROVEMENT PLANS FOR �. PA __ 3'-b" � �� I �: A�nNas Np MEMBERS SHALL ��� shall take precedence. A1AJgl � �Q 4 7 o,I,,'� �. OALL MCE R SOLD STEEL STOCK. LOTS A I B , & C. O 8 , ( TO P.W. NSPECTOR J ALL FENCES WALLS & Pao. s PASRK-ATE PANELS AS A AMT• WELD 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade 4F CAL 3b PA PER C.E. PLANS Oo�;O MATCH AND GRIND BMOCTH ALL JolNrs. preparation per the soils report. rl n n n rn n n n p �n fl a.Q & APPLY ZMO-RICH PRW OOAT AFTER TRACT 16081 -4:r I G 1 6 �a n n n n n WELDMG PANELS TO POSTs. CLEAN AND u- GRIND SMOOTH• TOUCH UP PRIME COAT. 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, CONSTRUCTION PLAN GITY STV. -T000 l S'�l- rel) 4 APPY : ooNA BEM Gloss RusT TYPICAL HACK BATE RESISTANT ENAMEL BY ELECTROSTATIC etc. for all hardscape paving, wall footings, etc. &II Ii- pe*_ Ve-rAIL.. -TkIS sH6ET SPRAY METHOD AFTER ERECTION . C VNTR.►c.TC_ M POLOV11 0E SH PRA1JIaws aoloR ,o ee APPROVED BY : �_ DATE: I d ALO To Pu eu c_wo Ic ks I rt 5 p Ec.-roR°FK I o R To a 14. For masonry and wood construction notes, if any, refer to separate list of requirements within this CITY ENGINEER c RCE NO2.49-51 CO+.j5-rFVC.'rl►JCo FEh1Cp . HF-I&HTH -to r A,rCq CITY OF RANCHO CUCAMONGA, CALIFORNIA RAIL ROAD aIGNr-O�-WAY Ao34,c F_WT WALLS. sY: package. DESIGN PLM PREPARED BY: RE17 N D E D I+PPROV® EVTANDARD PLJW TUBULAR STEEL FENCE N 608 ss IT e C A P IE LOT fA1 W CITY091 E�I�R DN USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHMT I or I DRAWN ;� A,a,,,,,a,,,,e •- - SHEET" Le,,,.ceP. t..r r...... 00.»...�. � RLQ. '...� 24953 � t Planning ....��.t��w ce L-2 of 9 FOR PLANTING DETAILS & CONSTRUCTION DETAILS SEE SHEET L-3 CHECKED DRAWING NO. CONSTRUCTION PLAN 0 20' �� ss DATE: RLA: 2782 - 1757- L- P SHEET 757- L- SHEET OF TOOL MORTAR JOINTS NOTES: 6" PCC MOW CURB TO ACCENT ROCKS STORM DRAIN UNDERGROUND PER CITY STD. 534 CURB MORTAR OBBLESTONE FLAT SIDE UP ANCHOR BOLTS 4' THICK CONCRETE DRAIN/UNDERGROUND REMOVE NURSERY STAKES OBBLESTONE HARDSCAPE 2X SIDEWALK (4) APRON UTI LITI ES ^ - BCR / l 2. STAKES TO BE PLUMB AND 6'MIN. �� PARALLEL. 1/2- TO 1 ,r. ) ( ) ' - ) ?-- 3. STAKE TREE PERPENDICULAR 12" a \ \) J J 1` da A CONCRETE EARTH TO PREVAILING WIND. CASE 1 v a a MORTAR EVEN N EXISTING CURB 44• .4 a a . a a a W/ CURB AND 12" MIN. OR WALK WALK - ` ) END CONDITION 3" MINIMUM CONCRETE BED SIDEWALK w SIDEWALK �J UNDERNEATH COBBLESTONE • BOULDER 2 UTILITY ^ W CASE 2 (LOCATE PER PLANE OFSOIL COBBLETM AT POLE Br 1/2' niK. PLATIX12X12 1 4 J I OLE S.L. (\ ` �� OBBLESTONE OTHER w/ (4) 3/4' DYl A.S. I o _ S QQ��� '_ III x 3a' LONG .. CURB AND GUTTER METER 1 p' S' II �,� I I_I W%3RD CURB GROUT BED * MIN. MIN. w I TOP TIE TO BE PLACED AS • ., - * \ LOW AS POSSIBLE ON THE • • •..• ;. _ 10 43' CHAMFER -� -� I I- / " POLE N APPROX. 1" X 1' TRUNK TO ALLOW FOR WIND I I_ 3-1 2 MINIMUM FLEXING OF THE TREE. BUT TOP OF STAKES BELOW CONCRETE BED NOT SO LOW AS TO LOSE HEAD OF TREE WHERE CASE 3 - 6" 24•-- 6" I-- (3) t3 TIES SUPPORT OR ALLOW N SPECIES GROWTH HABIT PERMITS. 1 1/2" 0 3 o.c- w MORTARED STONE SWALE THE HEAD TO DROP. MAIN TRUNK �2' MAX rp (2) SETS OF CINCH TIES SPACED 24" - -L DEP _ APRON w APART, ATTACH WITH GALVANIZED III "• *• III= 4" 12" ABOVE SIDEWALK C1 ? SCREWS TO 8' LODGE POLES. -II -' T GRADE FH \ ,. 2" DIA. LODGE POLE PINE STAKES '=1 I I ` •-' � I FIM GRADE DRIVE S.L. O _ SIDEWALK APPROACH0 U 12 WITH WOOD PRESERVATIVE STAIN, COBBLESTONE BENEATH COBBLE° CONCRETE CURB 0 �i Q DRIVE A MINIMUM OF 6 INTO UNDISTURBED SOIL AND POSITION zo z 12" CURB AND GUTTER STAKES OUTSIDE ROOT BALL. �g (4) ANCHOR BOLTS 5' 5' a a 2' MIN. / 4' MAX. RAD. CURB do GUTTER 36" 3' 5 10 10 ARBOR GUARD IN TURF AREAS AND �� SEE ABOVE CLR. MIN. MIN. �c IN. MIN. FRONT YARDS. a DETAIL FOR 1 FT UNDERGROUND END CONDITION (4) #5 TOP OF ROOTBALL TO EXTEND 2" 4 G BASE STRUCTURE eg. ABOVE FINISH GRADE. VERT. w/ �3 � CATCH BASIN TIGHTLY COMPACTED 3" BERM TO FORM PLANTER TIES 012 o.c. TRANSFORMER VAULT. WATERING BASIN FOR RESIDENTIAL AND AREA SIDEWALK GROUND COVER INSTALLATIONS. LOCATE a CONDUIT DEPTH 0, NOTE: OUTSIDE OF PLANT PIT.NOTES: AREAS TO BE REMOVED PRM TO S IN TURFCITY a G a PER CURRENT V-6" DIA. ALL REINFORCING AND ACCEPTANCE. a N.E.C. f'c=3000 psi STRUCTURAL DwTENs►oNS * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER SIDEWALK HARDSCAPE FOOTIN STRUCTURAL PER APPROVED 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT JOIN AT RIGHT ANGLES (TYP.) CRITERIA AS APPROVED BY TRAFFIC ENGINEER. - _ -_- ML - - 3' MIN. RAD. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st I NOTES: 6" PCC MOW CURB PER CITY STD. 534 A PwoTo-CEUL.- rs PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND BOULDERS: MAX. 3'0" - MIN. 2'0' NO STALE COBBLESTONES: MAX. 18" - MIN. 6' WITH ONE FLAT SIDE FACILITIES. IN ADDITION MAINTAIN 10 FROM CENTER OF TREE TO ALL UTILITY AROOT BALL 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT OWNED WATER do SEWER LATERAL LINES. � NATIVE BACKFILL WITH NOROCKS GREATER THAN 3" DIA 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. - To 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK" IS ALLOWED) TYPE DESCRIPTION INPUT LAMPS MOUNTiN MANUFACTURER 0 REMARKS = I =� 4. A SAMPLE AREA, MIN. 40 SQ. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO VALUE No. WATT TYPE CATALOG NO. 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE - PROCEEDING WITH REMAINING ROCK WORK. g�DGE, pOLF COLOR: ANODIZED NTED AREA - PASEO 116 1 100 HPs POLE CEI-PM-3100-III-240-C8 BRONZE ENGINEERING DIVISION. -III-III- _ - 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. O 'SHOE BOX' LOMNG FlXTu W/ • BOA, 10' HIGH 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY NATIVE SOIL UNDISTURBED - - I 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND STANDARD PLANS. EXCESSIVE IRON CONTENT. NOTE: f_ TWICE ROOT BALL WIDTH _ I 7. CONCRETE CLASS 520-D-2500. ALL LIGHT FIXTURES AND POLES SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL NECESSARY 8. ALL COBBLESTONE AREAS SHALL HAVE 6"+6" HEADER AS AN EDGE AT PLANTING HARDWARE, FITTINGS AND LAMPS PER MANUFACTURER'S SPECIFICATIONS, IND R6CornmErtpts.'TToiJs ot= CITY FAC-iL-IT1ES MskrNT REPR�SENTP-T�V�, Goh(TAcT Biz��1 voW Fos50►J -MRouGH ?HE f2Vk9Lt, . wOQItS rr.75 Ecro(Z. 1 TREE PLACEMENT2 DOUBLE STAKED TREE - S GAL. - 24" BOX 3 COBBLE DETAIL 4 LIGHT STANDARD ONE HALF OF SPACING 4" OF COMPACTED WOOD CHIP CONCRETE HEADER - 1/2- RADIUS LIMIT OF PLANTER AREA REQUIREMENT MULCH. EXPOSED EDGES AND FINISH PER PLAN HARDSCAPING (CONCRETE HEADER, RADE 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE CURB do GUTTER, SIDEWALK, ETC.) FINISH G 2 IN [) CROSSINGS) 6" OR 8*1 12' ISEE NOTE FINISH GRADE 2/3 It I. I I I-I i I a��}Ar I I 1-I I I-I - -- -_ -_ - - - - t - - I I-III-� I l__i I-III-III-III-I I N 1 111 III=1111,1 I F: 77 =III II TILT=III-III II II�TT•� OJw -I i I-I i I-t i I-I I 1 i I I_ 3 RE-BAR CONTINUOUS SHOVEL CUT EDGE COMPACTED � 3 II I I-III-I I II UNLESS OTHERWISE INSTRUCTED) E UA NATIVE SOIL NOTE: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NOTES: SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 90% COMPACTED SOIL JOINTS AT 20'-0" O.C. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR Nom' 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL NOTES: GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. (DBURY A MINIMUM OF 1/3 DEPTH PRIVATELY-MAINTAINED AREAS. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND OF BOULDER SIZE. 3. CONCRETE TO BE 520-C-2500 MIN. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES INTO EDGES AT GROUND COVER AREAS. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 02 BOULDER SHALL BE ROUNDED RIVER LEGEND ARE ESTIMATES ONLY. 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. BOULDER FROM LOCAL QUARRY Q3 SCARRED OR BROKEN BOULDER SHALL NOT BE PERMITTED. 5 MOW CURB DETAIL 6 SHRUB & GOUNDCOVER SPACING 7 MULCH DETAIL Q PLACE PER PLANS AND LANDSCAPE ARCHfTECT'S AND CITY INSPECTOR'S DIRECTION VARIES - SEE PLAN -r1/.2- R. (TYP) NOTES: N � TIGHTLY COMPACTED 30 BERM TO FORM 1. SLOPE IN TURF AREAS: DEPRESSED WATERING BASIN. a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% • =�.-��' �.: � '��^. �. t - 8 GRANITE BOULDER DETAIL b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX, +� 4 fes.,,;... 1c �^ ' ., 4" WOOD CHIP MULCH. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE " `' TOP OF ROOTS VE TO _ X � ' EXTEND 2" ABOVE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. - = FINISH GRADE 2. SLOPES IN SHRUB/GROUND COVER AREAS: a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% Q FINISH GRADE © CONCRETE SCORE Q b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED © SUBRkSE PER 40I15 REPORT CONCRETE P TEXTURE TO Q IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED © BASE MATERIAL ! DEPTH BE MREWIU FINISH UNLL THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. PER SOILS REPORT DILATED SCHEDULE I-I I 1-1 I-III I I-I I-1 I I-I APPROVED: STEEL REINFORCING PER SOILS 0 D FOOTING. AS REQUIRED -' '- I- ' ' DESCRIPTION OF REVISION DATE CITY Q I-III III- 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE 'INST•J3 0 1SGAjT +AYs) � III-II=1 I I-I I I I I-I I (-d BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. (OMIT IN AREAS UNDER 4 WIDE) I ROOT BALL I I-I 11=i l l- CITY 0 F RANCHO C U C A M 0 N G A uR C E PAVING, NATURAL GREY 111 I - - � R WITH MEDIUM BROOM FINISH, _ _ _ PLANT PIT TO BE (2) TIMES THE LANDSCAPE IMPROVEMENT PLANS FOR o FERN PERPENDICULAR TO -III-III-III-III-III-I I �I I III-11 I: WIDTH OF THE ROOT BALL co 1. DIRECTION OF TRAFFIC I I=1 11=I I=1 11=III=1 I=1 I I-I I111- F -111: LOTS A , B , & C. T� � � 3:� -1 I I-1 I I=1 I I-1 I I=1 I I=1 I �I 11=1 RF 5. M Mqk OUTSIDE PUBLIC R.O.W. 11IIII I �IIIIEE IIIIIIIIIIIIIII -II I TRACT 16081 -- ��i61 AX" � I I1-III-III-III-III-III-III i-III NATIVE BACKFILL WITH NO PLANTING DETAILS ROCKS GREATER THAN 3" DIAMETER. VAMOSC4# APPROVED BY : - DATE: T < �' TURF, SHRUB AND GROUND COVER 296 MINS UNDISTURBED NATIVE SOIL. �°E°�d ►. ►o�Nf�� CITY ENGINEER RCE N0 �, 0 M D - 6" WIDE SHINER 2781 DESIGN RE ED f �504'� 'o C'yi NOTE: � - WITHIN PUBLIC RIGHT-OF-WAY FOR 10' WIDE CONDITION ONLY NOTES: SSof z 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE * AI T c c w P c (SEE NOTES HEREON) OF ROOT BALL. DO NOT CRACK ROOT BALL. \� DRAWN "" M�' SHEEI I a'} ArohMwefur. ��t �. o��' CB t fto-u .f L-3 OF-!- 't 9 ALLOWABLE GRADESCONTAINER DETAIL F of ca`�� CHECKED DRAWING N0. olo PAVING DETAIL 11 CO SS DATE: RLA: 2782 1757 L SHEET . 11 � I La Z 65 I E - _ N I , � I ■ I I I i I � ' ■ i d5 NVd I 9 Nt_1d ■ I 1 To. N fe.fl S Y ASIS P K°�'OU�1 E lL■ I 7 O � $� rn,a l lv Z Wd I I N 0 m a� -V Nbr1d I , Z OZ ■ ■ � Q NVld vvvv vvvvvov � vvv vv vv vv vv vv v v vvvvvvv [L - 73 I 19 w J 71 I I I ■ PR JECT , A_A I , o.G. 3 . � � O 74 I I PS, P ° v CITY INSP(C.?p}t IS To ENSURE 5 ■ ■ 75 - G ■ W m LIM T LIN INS v v o v o �p :�NEo� �P 1� LY + + + + + + + + + I - + + + + + + + + ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - - e - FN - - �0 EAS T ,v v f ��pSCAQ'T Y 1�P� ■ o - - v v�v v v BY OEC/ oP i g POLIO I a To [E. ■ v vvv v ARCA IS --- - y t�IF,�A•TIoN Fv v vv vvv IaR16aTIoil ! Z�" o.�i. 77 To OWAQ ■ w -73 % ° ° c-nF To THS ■ I--r ll 2 16 A-A PItoPEFtTY owN62's ,yrrrr�2 . �� 5 ■ ►�-1 cc L-5 Uvvvvv vvv vvv LOT It�tt QO !Z4" O.G. V vvvvvvv�vvvvvvvv vvv = 9 •24" ��`. SUGAR GUM STREET 5 � i - • �' oma. 28 ° °° ° °° ° ° - •� I 4 Q -- - - - - - - _� - /-Z4" O.C. �� v ° MA�NTAI SY AO Q !!OCG. 2 I 5 � v o 0 0 .�'° i i ■ vvvv vv ■ 24' oz. 59 VV OV LL U. Q vvv ��bbvvv 58 vvvvvvbvv - °vvvvvvvvvvvvv o �,�� E�� _: � Z a) a. CTI --f al LOT 'B' & 'C' PLANTING PLAN PLANT LIST SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE SPACING QTY. TREES A Rhus lances African Sumac 15 gal. 20'o.c. 4 p B Lagerstroemia indica Muskogee' Crape Myrtle 15 gal. 20'o.c. 0 STREET TREES 15 GAL. C Brachychiton populneus Bottle Treeox 20'o.c. 32 CWSFA SP,tING mmTTMAH sTb. o. S 1TT11t V ro D S Il G CCO�I SAXON DRIVE �1ii���1ii 1 Hemerocallis'Dwarf Yellow' t Day Lily I gal. 24"o.c. 453 SHEET KEY SAXON DRIVE IQ'"" `�'°r, VICTORIA PARK LANE O 2 Rhaphiolepis indica%e4-Uva*9-' N.C.N. 5 gal. 4 o.c. 50 Q 3 Nandina domestica'Compacta' N.C.N. 5 gal. Y o.c. 32 ELECTRICAL SERVICE PEDESTAL & 120/240V. _ 1PH., 3W. 100A. MAIN NEMA-3R (VERIFY THE ! Zen ��. 2'� 4 Lantana Dwarf White Trailing Lantana 5 *gal. 4 o.c. 73 �= I LOCATION AT THE JOB SITE.) COOO.O. wIZH IRRI&.4TICN ! 2 4 n 38 col�TltouF.11 . COMOIN1E IF Pv%it��fWA 'tNE VIREt "im 5 -r►{ elzY iNsp,�c-roA. r, 0 0 0 0 5 Trachelospermum jasminoides Star Jasmine I gal. 24"o.c. 394 - dO PA RHP HiOLEPis INDicR 6ALUKINA O 6 auffirg-_ N.C.N. 5 gal. Y o.c. 58 +4.5 3.3 Np1^I:: A REp�66NTalve F1goM VINES M _ f'� vvv I m +4. 3.3 CiTy FACIL, IES r1'441NT- 15 v v v v Y +4. 3.3 RECt�IR�A'Co BE PtZES>rn1T AT TIS- v v vvvv - V-1 Parthenocissus tricuspidata Boston Ivy 5 gal. 15'o.c. 27 4 _: -;�� im Lil V v vvv Li IN I-nA 1, pvtJC-�t-u sT wauc-_rHk6 XA4 v vvv '.' _ _ 1 I Of VV v v N PLANT ON L.M.D. SIDE OF WALL. +4. 3.3 A00ITVW At_I_Y "THE PUB LIC WORKS v v v 5+3.3 INSPECTOR- IS 2F&0F_!5 O v v s p ui_T �L�C Il I-rlEs R oIN� o - PLANTING NOTES N +4. +3.3 4 ,t�lSQEGTiotJ OF AL_L._ - +3. 3.0 L-IC-HTIOJG A•Nt7 TogUL W_ • ; ' 1. Contractor shall notify the City and Landscape Architect of site conditions which - LOT 'C' +3.1 26 prevent installation per plans and specifications. Contractor shall be responsible I = STEL t=INCE- Coripoa>Et�TS, iu ii �iin - • 58 tore removingand re-installing irrigation equipment, and replanting areas which are +2.1 1.6 IN ParrrlCUL^W_ -THr- CAMP-T y4 LOT 'B' I - not installe er plan and specification. � , +t.s 1.3 MODE(- CANJ 04k,� 'go- FIN4UTX3D P P P + 2 wHSiQ IT is icNoca�i WHrTHE(Z . ;L� iI 2. Contractor shall follow the details and specifications for soil preparation,plant pit requirements, staking - oR N)oT -TNF- L_IGHTW& AN19 and backfill requirements. LOT 'C' I►2RL69AT10N 63LL- SKAKE THEy ~ +1.1 1. SAmE UNIT CPRE-F 2- "C .. _= 3. Contractor shall familiarize himself/herself with all underground utilities,pipes, structures, etc., and shall �' take sole responsibility for the repair/replacement, at no cost to the City, any damage of LOT 'A' 1.4 1. • , said underground facilities. Z NV1 d t 1. _ 4. No planting shall be done until all operations in conjunction with the installation of the sprinkler system Q +1.9 1. 8Z r Z-NY I-d �� - - - - - have been completed, final grades have been established, the planting areas have been properly graded +2 1 \ _ Z N� O111 and prepared as specified, and the work approved by the City. Q LJ +4. .6 LL FENCE, WALL t-6�ES 5. All plant materials shall be approved for quality by the City and Landscape Architect prior to installation. PA-1 +5.7 2Y.Li LJ R C.E. WALL PLANS. Final location of all plant material shall be subject to approval by a representative of the City prior to 2 11112 THHN/THWN-CU-3 4" excavation. Q 1 f 12 CU-GND. _ +6. 3. Q -' - �AMDSC,Ip 6. Contractor is responsible for all repairs and/or replacement of any damaged landscape areas beyond the 5,o t' • a ��� '* DESCRIPTION OF REVISION DATE CITY +5. ,� limit of work, that is a direct result of the landscape construction and/or his subcontractor. ��� �� 2782 � eye APPROVED: 47 o +s. 5.0 4 8 Replacement items shall be exact duplicate of original work or plants, unless otherwise approved by the �� g City. + 47 AMONGA J o CITY OF RANCHO CUC 7. Quantities shown on the legend are for estimate purposes only: Final quantities for plant materials n n ri n r-I n nen {gyp .3 p �Q ❑ n installed shall be governed by the indicated plant spacing required. + �. � areas _ LANDSCAPE IMPROVEMENT PLANS FOR • oa� 0a.aoaalandscape i 8 8 Whenever landscapelb �reasaa concrete header is required, pursuant o City stadards and to ��9�F i 001i �OQ`�\ p V- 4 Pq P OF CA�� LOTS A � B & C. 9. Clean-up shall take place on a daily basis unless otherwise approved by the city. i 63 4024' O.C. � TRACT 16081 --- i (, ! q RAIL ROA" RII-M-OF-WAY I 10. The following soil amendments shall be for bid purposes only. Final soil amendment types and RAIL ROA RILT-OF-WAY quantities shall be based on soil test recommendations (see specifications). Rototil the required soil PLANTING PLAN NOTE- PROVIDE 3' CLEARANCE INFRONT do REAR OF _ - amendments 6 into the soil at the required rates per 1,000 sq. ft. ELECTRICAL SERVICE AS RE4'D BY UTILITY CO. 4 cy. nitrogen stabilized sawdust APPROVED BY DATE: 120 lbs gypsum 125 lbs gro-power plus CITY ENGINEER / RCE NO 24953 LOT 'A' LOT 'A' 7LBut^1z 17rr4•- rrt4cjF gmp (,47E )Pore Oi5T,41L o1v 11. Landscape areas shall receive 4" of wood chip mulch under all trees and shrubs, and blend into edges DESIGN PLAN PREPARED BY: RECOMMENDED SH L-2 at groundcover areas, pursuant to City standards and details hereon. Grading operations shall accommodate the mulch. Contractor shall submit a sample for the City's approval prior to purchase SS 1 T e I C A P It LIGHTING/ELECTRICAL PLAN PLANTING PLAN and placement. Shredded mulch is available from: DRAWN Ar =0 "111,11 ' SHEET Earthworks �} ��� �M�� Plonnlnq r....+...�u.r 0"M 13510 Citrus Avenue CB L-4 OF 9 PREPARED BY LDB, INC. (ELECTRICAL EN(5INEER) Norco, California CHECKED DRAWING NO. FOR PLANTING DETAILS SEE SHEET L-3 (909) 538-3321 0 20' 40' SS DATE: 5_110/02 RLA: 2782 757 - L SHEET 40 OF PLANTING STREET TREE AREA I STREET TREE PRIVATE I PROPERTY 1" 6' PROPERTY LINE WALL PER C.E. PLANS (J STREET LIGHT PLANTING AREA SUGAR GUM SUGAR STREET GUM60 4 5•_g" WAYMOUTH 7' 4' 3' 4' 9' g" 7' SIDEWALK CO STREET s" COURT CORRI F SIDEWALK COBBLE SIDEWALK COBBLE VARIES MOW SCALE= 1/4-=1'0" q o " CURB SCALE= 1/4 =1 0 1 SUGAR GUM STREET (SECTION) A-A 2 SUGAR GUM STREET (SECTION) B-B O DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA LANDSCAPE IMPROVEMENT PLANS FOR LOTS A , B & C. TRACT 16081 - I60 1 ��{ PLANTING SECTIONS VANDSCAP E4* APPROVED BY - DATE. 2782 '�b cy% CITY ENGINEER RCE N0 24953 -. DESIGN REC M DED RuTmSS AXf DRAWN `°"°.c =,:""a"'' ""it aF+u=`" SHEE n �3 Arch!ec reism OF C 9 cePlamnl" L-5-OF-R-- CHECKED DRAWING NO. SS DATE: RIA: 2782 1757- L SHEET 41 OF 24 - STRUNG 30x MODEL NO, IRRIGATION NOTES se-24ss/1 zoo BRASS WYE STRAINER STRONG BOX S89C 4�AL WITH 60 MESH New water meter(size per plan),as provided by CC"-D. is required at all points of connection. The contractor shall make ENCLOSURE MONEL SCREEN HARDSCAPING(SEE NOTE 4) arrangements and pay all costs for the installation of a new water meter. Contract the Cucamonga County Water District for ❑ BACKFLOW PFIEVENTER 3ce NOTE. BACKFLOW 3c a costs and installation procedures. 19 ENCLOSURE TO 9E GROUNDED PER NIPPLE-TYPICAL. . < >. �. LOCAL CODE. GROUND ROD TO BE _��PLACES ROUND PLASTIC VALVE BOX dog �. ; ;. ;<. �,. Typical points of connection consist of a new water meter,followed by a backflow preventer device,followed by a pressure INSTALLED INSIDE ENCLOSURE. ON 1 - - - - - - - COVER ETCHED "IRRIGATION GATE" _ regulator or if r uired ,followed a flow meter,followed b a mater valve. All equipment sized plan. Install all CONTROLLER SIDE. (CARSON OR EQUAL) - - - - Tegu lip( ) by Y pm 1 ( 1 I I equipment per city standards and specifications. Manufacturers'recommendations and local codes. Actual location of the NIPPLE I I < M FINISH GRADE equipment to be as directed on site by a representative of the city. I V THICK X 12'WIDE I-I III-I FINISH i i I i UN10F4-'r- I COCONCRETEAPA(LENGTH VARIES -III I( I I I I I Backflow prevention device is to be installed parallel to the street and screened with shrubs whenever possible. GRADE �qEp) I I I I 3'-e" X 3'-e' X e" CONCRETE PRESSURE REGULATOR ' � I SLOPE TO DRAIN AT MIN MUi M 2'li, I I _ The design is diagrammatic,all piping,valves,etc.shown within paved areas are for design clarification only and shall be MIN. II I I FOOTING WALL A MINIMUM OF T BALL VALVE - 1 1/2" OR SMALLER WITH Z - CLEAN BACKFILL - SEE 2X SEE LEGEND FOR MODEL I I / -I III SPECS. FOR MATERIAL. installed in planting areas whenever possible. Avoid any conflicts between the sprinkler system,walls,streetlights,sidewalk, 7. 3" ABOVE GRADE AND SLOPE NO.AND BRAND. ---FINISH GRADE STAINLESS STEEL HANDLE - .r A' �p TOP TO DRAIN AT MINIMUM OF 2X. �,Z I I • (=I I I 90% COMPACTION REQUIRED utility lines and equipment,and architectural features. ;: 4 I I _ - _ PVC SLEEVE RESILIENT WEDGE - 2" OR LARGER WITH N - REQUIRED FOR EGATE VALVE PDXY COATED 2 OPERATING NUT -I I I I I- I PIPE THROUGH " MIN. OF SAND Contracttactor shall verify all conditions and dimensions shown on plans at the site prior to commencement of any work. All COMMON WIRE/coNTTroI rnREs IN '• ;•' '• :•.` '" •' I' - CONCRETE PAD I-I I BEDDING AND SHADDING PROVIDE 6 III- I I a' scH.40 PVC coNDurr. .. _ ! I lI 1 VALVE 9 I I _ discrepancies shall be reported for direction immediately to the city. Tr' NIPPLE-TYPICAL - The contractor shall familiarize himself/herself with all underground utilities,pipes and structures,and shall take sole 120 VOLT WIRE IN RIGID STEEL 6" .I I FROM WATER SO -: - M I-I . . CONDOR (PER LOCAL CODE) 90• SWEEP ELL I (2)PLACES _III . • . • responsibilities for the repair/replacement,at no cost to the city,for any damage of said underground facilities. TO POWER sroE of CABINET (TYP.) ]i= 9Q%COMPACT] I SCH 40 PVC MALE 3" 3" ►11� .i REQUIRED �' m ADAPTOR -I I (_) III(Do = CONTROL WIRE SLEEVE - When vertical obstructions(fire hydrants,street lights,trees,etc.)interfere with the spray pattern of the sprinkler heads,so as to ANT I ANTENNA PORT EPDXY -11 =III . . . - vent proper coverage,the irrigation contractor shall field adjust the sprinkler installing a quarter circle or half circle _ _ _ SIZE PER PLAN INSTALL pn p P� BJ system by g WAVY DUTY YKATHER - RESISTANT FILLED LOCATED OUTSIDE OF TO METER � r"i -i� --- FLOW _ ADJACENT To PRESSURE sprinkler head on each side of the obstruction.So as to provide proper coverage. All adjustments shall be made at no additional PHOTO ELECTRIC SWITCH FOR SECURITY 90X. INSTALLATION/LOCATION -III-I I I II SUPPLY LINE . LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. I I :' •• _ UNE TO SYSTEMS _ _ . cost to the PLANS. ® -_ -I i-III . . .- -_ _ _ PRESSURE SUPPLY UNE Install one 1 orae wire aloe the entire len of the mainline to the farthest emote control valve on each CONCRETE THFAW BLOCK ELBOW • •� _ _ _ _ ( ) orange g length �� ELECTRIC METER PER SCE TYPICAL 4 PLACES i III-III o'ao o ao 111=1 j _-III-III-I -I I _ SLEEVE - SIZE TWICE CALSENSE COLNTROLLER MODEL PER CCWD STANDARDS ( ) g �_ = a• -� I I-III I=III DIAMETER OF PRESSURE branch. Pigtail each orange wire at the enclosure. Install terminal strips in enclosure for irrigation wiring PER PLANS. RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY 1I I=1 oq D 1 ' I -) SUPPLY LINE REFER TO CONTROLLER WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH I-I 1=1 :;:Ao;P �° ° o faro•o I-III: 6" NP• Irrigation system is based upon a maximum of 3 inches of water per week(turf)and 2 inches of water per week(ground INSTALLATION STD. CCWD PRIOR TO CONSTRUCTION. =�L=1 '" - °' �c�, ucfrr _ _ _ NON-PRESSURE LITERAL cover/shrubs)applied for 8 hours a night/5 days a week between the hours of 9:OOP.M.to 5:00 A.M.only one valve per TIMER REQUIRED PER NOTES: III II I II I 1=1 11-1 7 I IW-111-1 iUNE SLEEVE - SIZE TWICE controller shall operate at a time.(Note: not needed with a drip system.) FINISH 1 WSTALL PER LOCAL CODES DIAMETER OF NON-PRESSURE The system is designed for the minimum stir:as shown at each int of connection. The maximum demand of PLANS GRADE 8' GROUND ROD 2. EQUIPMENT TO BE WALLED AT A MINIMUM OF 24'FROM ANY 3/4- WASHED CRUSHED NOTES. LATERAL LINE � � �m>�B P� � 1. ALL SLEEVES TO BE SCH 40 PVC. gallons per minute is as specified. The irrigation contractor shall verify the available water pressure at the site prior to the start 2• SCH 40 CONDUIT STRUCTURES OR HARDSCAPING. AGGREGATE BASE 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. FOR SECURITY UGHT MIN. I I I I 1 3. Wl4EN UNIT IS NEXT TO A STRUCTURE P.E.WALL,BUILDING,ETC.) of installation. Any changes shall be brought to the attention of the city. NOTES: WIRING. 2 120 VOLT WIRE IN RIGID MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 1. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STEEL CONDUIT (PER 4. ORIENT UNIT PARALLEL TO STREET. LOCAL CODE) S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY Automatic controller to be a Calsense ET-2000-8-LR-TP-I-TP I 10 with LR dome antenna port installed within a strongbox 6. SCRETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. INSTALL VALVES IN PUNT BEDS WHERE EVER POSSIBLE NEXT To SIDEWALKS. STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW SB 24SS/120 volt contmllerlelectrical enclosure. Mount the antenna rt(epoxy-filled on of the enclosure manufacturer 4. PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. STRUCTURAL SECTION). ( ) ) DISIMILAR METALS. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. specifications and attach coaxial cable. System shall be operational prior to the city's acceptance. Actual location of the enclosure 7. VALVE PER STD,518 REOUIREDCBEFORE BACKFLOW PREVENTER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND to be directed by a representative of the city. WHEN MAPA JNE IS VOR LARGF%I- VALVE NUMBER. The contractor shall supply the conduit needed for the conductors and shall be responsible for the power hook-up for the 1 CONTROLLER-STD.5 22 2 BACKFLOW PREVENTOR-STD.517 3 GATE VALVE -STD.518 �A) TYP. SLEEVING-STD.5 3 3 irrigation controller,electrical conductors and meter to be provided by SCE,coordinated and paid for by the developer. IRRIGATION LEGEND TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS PLASTIC VALVE BOX&COVER: STRUCTURE OR SYMBOL MFG. MODEL NO. DESCRIPTON RAI). GPM PSI SCH 40 PVC MALE ADAPTOR ETCHED'OV(CARSON OR i&AW HARDSCAPING "SNAP-TITE" WATERPROOF ♦ RAINBIRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 SCH 80 PVC UNION 'SNAP-TITS' WATERPROOF AT GRADE IN LAWN AREAS CONNECTOR OR EQUAL , BRASS OR PVC NIPPLE CONNECTORS OR EQUAL S'��GRADE!N�SF�t16 ] ��• � RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8 .52 30 ELECTRIC CONTROL VALVE AND O VE GRADE IN AREAS L 18'MAX• WIRE SERVICE LOOP (LOOP (h RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 ENOUGH WIRE TO EXTEND WIRE O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 W PLASTIC VALVE BOX BUNDLE 6" ABOVE GRADE) -- - °D S MARKED "IRRIGATION RCV" FINISH GRADE Lb RAINBIRD 1812-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 CARSON OR EQUAL) ••• SPLICE BOX COVER WITH ^ I-I I I I=III=III= ETCHEo WITH CONTROLLER •• LOCKING TOP ETCHED "S.B" 11RAINBIRD 1812-SAM-PRS-5H HALF SPRAY HEAD Y .20 30 z AND VALVE SEQUENCE I ouc CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID 6* MIN. FINISH GRADECOUPLING VALVE AT GRADE IN LAWN AREAS OVERSPRAY AND INSURE FULL COVERAGE. WITH PURPLE I w I RUBBER CAP 3 IN PLANTER BEDS N I=I I I CLEAN BACKFILL SEE sTA�-E�gT�I THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. SPECS. FOR MATERIAL v� -III - - j SIDEWALK SCREW CLAMP N I-I I I 90X COMPACTION REQUIRED z MOISTURE MrNlluutr, )pig - ANY HEADS THE NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN g SENSOR WILL REQUIRE RAINBIRD,PCS SCREENS. '0 -III II- - ..... WHERE $W WASHED ICIRUSHED a REQUIRED i I-I NON-PRESSURE LATERAL LINE: AGGREGATE MSE RAINBIRD 33 DNP QUICK COUPLER 150'O.C. _ SCH. 40 SNAKE PIPE IN 3" PIG TAIL EXPANSION �'��:• ••.•'�'. 12" X 18" GREEN PLASTIC METER Q Q l"i -I-I I, III TRENCH :�'.: �' �.:• '�'�:.'� • BOX. CARSON OR EQUAL " + I� LOOP (MIN. 24- LONG) O'DL -1 H GATE VALVES 11/2 AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. 3 FLOW r BRASS ANGLE VALVE W/UNION PRESSURE SUPPLY LINE: BCH 40 BRA! IVIPPLP 070 GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. \ SCH. 40/CL. 315 SNAKE 1003/4- 40 BRASS NIPPLE- PIPE IN TRENCH 3/4" WASHED 24'LONG RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE °o scop `�'•� CRUSHED AGGREGATE IN A CARSON VALVE BOX. -III=I = CONTROL WIRES - BUNDLE 'dam;P ;p o'.,• agb WATER METER-FOR LOCATION REFER TO PLAN. PRESSURE VERIFIED ON 5/7/02 -I I C14 I=�I AND TAPE AT 15' O.C. AND - CCWD (909)987-2591 RUSSELL OR CARLOS IN ENGINEERING DEPT. L-6 INSTALL ADJACENT TO SCH 80 PVC NIPPLE -III=I - h f 11 � � �-� � - I I PRESSURE SUPPLY UNE CONTROL Ac COMMON WIRES gam{ap PVC WSM40BRASS WELL '' BACKFLOW DEVICE-SEE POINT OF CONNECTION NOTE ON SHEET I I I_I I I=i i I -III-III=III- __._ .__.____ _ STREET ELL O AUTOMATIC CONTROLLER LOCATION-SEE CONTROLLER NOTE ON SHEET L-6. -I 6" TYP PROVIDE 6" MIN. D SAND -- - PRESSURE SUPPLY SCH 40 BRASS 90' BEDDING AND SHADDING LIE FITTING STREET ELL Z24VOLT WIRES. TAPED AND CONTROLLER'C'&'D'TO BE A CALSENSE ET-2000-8-DR-TP-1-TPI 10-ANTI BUNDLED AT 15 FT. INTERVALS © MASTER VALVE- 11/2"SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAM GLOBE VALVE. PRESSURE SUPPLY UNE M REBAR STAKE BRASS NIPPLE (24'LONG) 2 CU. FT. PEA GRAVEL O CALSENSE FM-150 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. NOTE. SCH 40 PNC SXSXT TEE PRESSURE SUPPLY UNE NOTE: ® PRESSURE REGULATOR 2"-WILKENS 500 SERIES OR EQUAL. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. PRESSURE SUPPLY UNE: 2 1/2" AND SMALLER 18" MIN. DEPTH 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3' AND LARGER 24" MIN. DEPTH 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. PVC SCH 40 LATERAL LINE- 12 COVER IN PLATING AREAS, 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 24"COVER UNDER PAVING.-SIZES INDICATED. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND - - PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2"OR LARGER- 18"COVER VALVE NUMBER. IN PLANTING AREAS,24"COVER UNDER PAVING- SIZES INDICATED. 5) TYP. TRENCHING-STD.532 6 CONTROL VALVE-STD.520 7 ) QUICK COUPLER-STD.535 8 24v SPLICE BOX-STD.540 - PVC SCH 40MAINA WIRE DLAEVE ERALLINSIZE AND SLEEVENPERCONTRACTOR - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE.-PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. PRESSURE LOSS CALCULATIONS PRESSURE LOSS CALCULATIONS --,qYt x x- INDICATES CONTRTION OLLER SQ.FOOTAGE OF WATER METER 'C' 1 " WATER METER 'D' 1 " AREA SERVED _ INDICATES GPM ELEVATION zone 3 ELEVATION zone 3 INDICATES VALVE SIZE STATIC PRESSURE HIGH 122 PSI LOW 112 P.S.1. STATIC PRESSURE HIGH 126 PSI LOW 116 P.S.I. SOURCE OF INFORMATION RUSSELL SIL VA ® CCWA SOURCE OF INFORMATION RUSSELL SILVA ® CCWA �a `JNDSC4,a,, PHONE NUMBER (909) 987-2591 PHONE NUMBER (909) 987-2591 ��� ��c 1, POLH� 4f DATE OF INFORMATION 05/07/02 DATE OF INFORMATION 05/07/02 U 2182 C H.G.L. MEAN ELEVATION N/A (REQUIRED IF STATIC H.G.L. MEAN ELEVATION N/A (REQUIRED IF STATIC * _ PRESSURE /S UNKNOWN) PRESSURE IS UNKNOWN) WATER METER ELEVATION 61.01 WATER METER ELEVATION 52.0 J, --I � WHITE 281.7 X .433 = 121.9 PSI 290.9 X .433 = 125.9 PSI •4�Fa0�?� ,V LAYER CO MULCH NF001+Sr+111111A 4t>tii0 a"UT TO BLUE MULCH TO TAPER AWAY FROM HEAD iW ADM M119H GRAM REMOTE CONTROL VALVE # C/6 SIZE 1 " REMOTE CONTROL VALVE # D/2 SIZE 1 " OF C ALAE MULCH iyr.`t;rty. ,, frti ." EPDXY FILLED WATERPROOF Run (2) VaIVES simultaneously • RED CONNECTOR OR EQUAL •rit}'�; ;I. � APO" MAXIMUM DEMAND 15 G.P.M.BLACK PIG TAIL EXPANSION MAXIMUM DEMAND 10 G.P.M. ELEVATION OF HIGHEST HEAD 63.0 ELEVATION OF HIGHEST HEAD 51.3 IRRIGATION CONTROLLER LOOP (MIN 24" LONGI Q PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL QT! SIZE ITEM P.S.I. LOSS QTY. SIZE ITEM 0 EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS LOCKING LID. PLACE AT GRADE IN WMETER - TURF AREAS AND 3" ABOVE IN WA 4-zz G •O 1 " WATER METER 1.2 PLANT BED. 1 PRESS. REG. (FALL-OFF) 1.2 1 " PRESS. REG. (FALL-OFF) 1.2 PIG TAIL EXPANSION 1 R.P. BACKFLOW DEVICE 12.0 1 R.P. BACKFLOW DEVICE 12.0 DESCRIPTION OF REVISION DATE CITY � „ LOOP (MIN.24" LONG) ;1K WHITE 1 " FLOW METER 1.2 1 FLOW METER 0.6 APPROVED: k (COMMON) " " 1 MASTER VALVE 1.0 1 MASTER VALVE 1.3 CITY OF RANCHO CUCAMONGA OF 14 BLUE 2" GATE VALVE 1.2 2" GATE VALVE 0.6 WIRES 20' ® 1112" MAIN LINE .tom AIJA 50' ® 1 " MAIN LINE . 15 RED MASTER CONTROL 190' ® 2" MAIN LINE /.Z LANDSCAPE IMPROVEMENT PLANS FOR BLACK VALVE in R.C.V. ASSEMBLY �!'3 Z•9 1 „ R.C.V. ASSEMBLY 3.5 FLOC 60' 3/4" LATERAL LINE LOSS 'Y f?_ 65' 3/4" LATERAL LINE LOSS 2.60 LOTS A , B , & C. WSIMI ELL �" FLOW METER 35' 1 " LATERAL LINE LOSS 94 1•SM 10' 1 " LATERAL LINE LOSS •24 TRACT 16081 l f�} DIAMETER SAME MAnLIW1►e•aTPre rta.L SIZE AS FLOW 10' 1 1/4" LATERAL LINE LOSS #{� !•3(p 10' 1 1/4" LATERAL LINE LOSS .07 LATNVIL FffTtNp METER SIZE W"4W%4tSUffl LATVWLW DIAMETER SAME SIZE 10' 11/2" LATERAL LINE LOSS rII'9 . 2Z IRRIGATION DETAILS & LEGEND TVPfL•t(l117AM AS FLOW METER SIZE FITTING LOSS (10Z) 46 3• FITTING LOSS (109) 2.3 Wft0%Wv"LW_A2"MWW ( +2' UPSTREAM ) ELEVATION CHANGE (+/-) +-,96 "r• ( +2.33' UPSTREAM ) ELEVATION CHANGE (+/-) + 1.0 APPROVED BY DATE:' Wft MINIMUM DISTANCE DOWNSTREAM OF 1. LOCATER itrrot,IMMVWIJMQMNARIMMYSTAIPs, UNINTERRUPTED PIPE (5X DIAMETER TOTAL PRESSURE LOSSES: ffi@*f 38.3 5* TOTAL PRESSURE LOSSES: 2640 CITY ENGINEER RCE NO 2 2 AND EDGES OF LAW OF FLOW METER SIZE) PRESSURE TO OPERATE HEADS: 30 PRESSURE TO OPERATE HEADS: 30 Z. USE TMONYAK ONALL WILE TNIVM DESIGN PLAN PREPARED BY: REC DED l MTALLHEM WITH INTERNAL 00ZVALWAND PRE8NOOMP94MTM MINIMUM DISTANCE UPSTREAM OF it 1EATUREASPER THE sF,ATONPUW. UNINTERRUPTED PIPE (10X DIAMETER TOTAL PRESSURE REQUIRED: TOTAL PRESSURE REQUIRED: 56.M SS TECA PC 4, NERD CONNeCTION AT DOTI OM NLET ONLY. OF Flow METER slzE) s or LOWEST STATIC PRESSURE AVAILABLE.' 105 LOWEST STATIC PRESSURE AVAILABLE.' 116.0 DRAWN La dec lun �:.,.,,9"w" 0404MSHEET SET REGULATOR ®: 83.39 SET REGULATOR ®: 46` -7G'!/ CB t RESIDUAL WATER PRESSURE.- +AWW,6 2o•op RESIDUAL WATER PRESSURE.- �l 20.or,`��4 L-G 0 CHECKED DRAWING N0.. 90HI-POP SHRUB SPRAY - STD.539 1FLOW METER - STD.516 CITY REQUIRED RESIDUAL WATER PRESSURE.- 15-20 PSI CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20 PSI SS DATE: 5ZIQ102 RLA: 2782 1757-L curry nr D-z P.O.C. DIAGRAM j M P M z METER PRESSURE REGULATOR\ BACKFLOW DEVICE FLOW SENSOR MASTER VALVE 1 i I� ■ L—JF71I I I 5 N` I d ' ■ I I aS NVld 70 � , -a ■ �I N ■ a: Z NtfldI t NVd I I I Z , = ■ ■ Q I C NVd Li lit. 73 71 Li PR JECT Ih '\ ■ u O _ I 74 I ,� - . w m . _ 75 m - - LIM T LIN " ,4 ., I 3�6 T 4A -' AW - 22 sq.ft 5 C ,. �-4 cr U .q.ft 23 LOT IIcH " _ — jp� �, _ SUGAR GUM STREET �G�� 3 , �. r 365 &q.ft m !"1 1120 .q.ft I �� 3 — — _ — 6 C �' 44 '' ■ TYPICAL WALL ■ 620 •q.rt W ; I ' � I� �• :- � L it ' ii U Q- - f. II Q T v lL Q _ 58 0I I — I1R11 TYPICAL WALL OT 1JJ \ y I � 9 54 v-tN � � I � I 5 33 � ,� fil I I � I� co LOT 'B' & 'C' P.O.C. DIAGRAMIRRIGATION LEGEND CONTROLLER NOTE : 'C' T M SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI� CONTROLLER'C'TO BE A CALSENSE ET-2000-8 - M-TP-1-TPi 10- METER—� ♦ RAINBIRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 LR-DOME ANT.PORT. PRESSURE REGULATOR • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 PVC SCH 40 LATERAL LINE- 12"COVER IN PLATING AREAS, LOCATE IN A STRONGBOX, SB-24SS/120V ENCLOSURE ON A STRONGBOX Ch RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 24"COVER UNDER PAVING. -SIZES INDICATED. QUICK PAD(QP-24). BACKFLOW DEVICE O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 _ PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2"OR LARGER- 18"COVER CONTRACTOR TO PROVIDE 1 IOV CONTINUOUS POWER. SHEET KEY FLOW SENSOR di RAINBIRD 1812-SAM-PRS-5QUARTER SPRAY HEAD 5' .10 30 " VERIFY LOCATIONS WITH CITY INSPECTOR. Q IN PLANTING AREAS,24 COVER UNDER PAVING-SIZES INDICATED. MASTER VALVE ❑ RAINBIRD 1812-SAM-PRS-5H HALF SPRAY HEAD 5' .20 30 _ PVC SCH 40 WIRE SLEEVE-SIZE AND LOCATION PER CONTRACTOR VICTORIA PARK LANE COORDINATE ELECTRICAL CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID _ _ __ __ PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA.OF PIPE. -PROVIDE PEDESTRIAL, IRRIGATION OVERSPRAY AND INSURE FULL COVERAGE. - - -- -- SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. CONTROLLER CABINET AND THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. POINT OF CONNECTION : 'C' LIGHTING P.O.C. LOCATION. u INDICATES STATION NUMBER INSTALL A 1" (POTABLE) WATER METER-SEE CIVIL PLAN FOR LOCATION. SA ON DRIVE _ ANY HEADS THE NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN SQ.FOOTAGE OF—1q.h X X INDICATES CONTROLLER _ WILL REQUIRE RAINBIRD PCS SCREENS. AREA SERVED INDICATES GPM INSTALL A 1"FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. INDICATES VALVE SIZE LOCATE IN A STRONG BOX SBBC-45-AL(VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE). .- Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. - - - INSTALL INPLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. � �r � j H GATE VALVES 11/2"AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. PRESSURE REGULATOR TO BE SET @ 85 PSI oR A N EEo E1D Ta oET�I n1 CITY SS _ - : J TC GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. S PEt Ir- 160 QE S IDU At_ fCESSvIzF y, : m 61 • M a9 RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE COORDINATE THESE LOCATIONS WITH CITY INSPECTOR. ,-Y-• ' IN A CARSON VALVE BOX. AVAILABLE PRESSURE : 120 PSI �_., Q r - ui FM-] WATER METER-FOR LOCATION REFER TO PLAN. PRESSURE VERIFIED ON 5/7/02 DESIGN PRESSURE: 61 PSI _ ' s U � . CCWD (909)987-2591 RUSSELL OR CARLOS IN ENGINEERING DEPT. MAXIMUM DEMAND : 31 GPM Q ,• 0 BACKFLOW DEVICE-SEE POINT OF CONNECTION NOTE ON SHEET L-7. WATER METER : 61.01 ELEV. HIGHEST HEAD SERVED: 63.0 ELEV. O AUTOMATIC CONTROLLER LOCATION-SEE CONTROLLER NOTE ON SHEET L-7. WATER METER- PRESSURE VERIFIED ON 5/7/02 CCWD (909)987-2591 - • - • l LOT 'C' fl CONTROLLER'C'&'D'TO BE A CALSENSE ET-2000 8 LR-TP- -LR DOME ANT.PORT i +■+ ` 9 - - RUSSELL OR CARLOS IN ENGINEERING DEPT. © MASTER VALVE- 1"AND 1 1/2" SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAM GLOBE VALVE. - r .� ' LOT '8' O CALSENSE FMA 1/4"FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. - J 14' ® PRESSURE REGULATOR 1"AND 11/2" -WILKENS 500 SERIES OR EQUAL. LOT 'C' I• �' ti• �� LOT 'A' D M POINT OF CONNECTION : 'D' p I 110 INSTALL A 1"(POTABLE) WATER METER-SEE CML PLAN FOR LOCATION. INSTALL A 1"FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. _ LOCATE IN A STRONG BOX SBBC-45-AL(VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE). INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. aZ NVId PRESSURE REGULATOR TO BE SET @85 PSI OR To p.cMIEV�_ C%TY SPEC.ICISO �Q%,KOOSC4,S DESCRIPTION OF REVISION DATE CITY COORDINATE THESE LOCATIONS WITH CITY INSPECTOR. RES���� VALE y~�����o ►� 'o�p4`,pr APPROVED: �' 2'82 ° '� CITY OF RANCHO CUCAMONGA AVAILABLE PRESSURE : 116 PSI �c Q = DESIGN PRESSURE : 61 PSI * /� - MAXIMUM DEMAND : 10 GPM o� LANDSCAPE IMPROVEMENT PLANS FOR �-- _ s�TF �, o���Q LOTS A B & C. WATER METER : ELEV. HIGHEST HEAD SERVED :52.0 ELEV. '4 47 WATER METER- PRESSURE VERIFIED ON 5/7/02 CCWD 909 987-2591 OF CAL�� O O TRACT 16081 - l� 16 ...� RUSSELL OR CARLOS IN ENGINEERING DEPT. 4 nnnnnnnnn ❑ la..a ❑ Q.�fl4.0 IRRIGATION PLAN - CONTROLLER NOTE : 'D' LR APPROVED BY : DATE: CONTROLLER`D'TO BE A CALSENSE ET-2000-8 -W-TP-I-TPI 10- CITY ENGINEER b ' � cw. RCE N0 24953 LR-DOME ANT.PORT. RAIL ROAD otia�,"_WAY LOCATE IN A STRONGBOX,SB-24SS/120V ENCLOSURE ON A STRONGBOX DESIGN PLM PREPARED BY: RECO EN ED � '_ t_ - QUICK PAD(QP-24). Ss 11 T t C A P C LOT 1Z CONTRACTOR TO PROVIDE I l OV CONTINUOUS POWER. DRAWN Le dwe "'!""`�"'" """ SHEET VERIFY LOCATIONS WITH CITY INSPECTOR. A.a,n.on,re ..,. .. a.,.. wr,r_+t CB . �""�,� ....ft..._.,.._... L-7 OF_9__ FOR IRRIGATION DETAILS & LEGEND SEE SHEET L-6 v CHECKED DRAWING 0 20' Q1 ss DATE: RLA: 2782 ``757 -L SHEET _L6__017_of CITY OF RANCHO CUCAMONGA D. Brass Pipe and Fittings: 3. A 117 volt duplex box shall be provided with an On/Off switch, and a GENERAL CONDITIONS PLANTING AND IRRIGATION SPECIFICATION 1.05 SUBSTITUTIONS 117 volt receptacle. Metal conduit shall run from the 117 volt supply 1. Where indicated on the Drawings, use red brass screwed 2. The Contractor shall make neat and legible notations on to the controller housing. All power within the housing shall be properly phased. A. CONTRACTOR DOCUMENTS: Shall consist of A. If the Contractor wishes to substitute any equipment or pipe conforming to Federal Specification #WW-P-351. SPRINKLER IRRIGATION SPECIFICATIONS the record drawing progress sheets daily as the work 4. A terminal strip shall be provided, clearly indicating the proper points of connection specification and its general conditions and the materials for the equipment or materials listed on the 2. Fittings shall be red brass conforming to Federal P 8 proceeds, showing the work as actually installed. For of all appropriate wiring (station valves, master valve, common, central control). drawings. The intent of these documents is to example, should a piece of equipment be installed in a Drawings and Specifications, he may do so by providing Specification #WW-P-460. PART 1 - GENERAL P PQ. Miscellaneous Irrigation Equipment: include all labor, materials, and services necessary location that does not match the plan, the Contractor must the following information to the City of Rancho E. Copper Pipe and Fittings: for the proper execution on the work. The documents 1.01 DESCRIPTION indicate that equipment has been relocated in a graphic Cucamonga for approval: 1. Pipe: Type K,hard tempered. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. are to be considered as one. Whatever is called for manner so as to match the original symbols as indicated in 1. Provide a statement indicating the reason for making the 2. Fittings: wrought copper, solder joint type. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. b an arts shall be as binding as if called for A. Scope of Work: Provide all labor, materials, substitution. Use a separate sheet of paper for each item Y Y P g the irrigation legend. The relocated equipment and P P � 3. Joints shall be soldered with silver solder, 45% silver, 15 all arts. transportation, and services necessary to furnish and to be submitted. PART 3 - EXECUTION P install the Irrigation System as shown on the Drawings dimensions will then be transferred to the original record % copper, 16% zinc, 24% cadmium, solidus at 1125° F, drawing plan at the proper time. 2. Provide descriptive catalog literature,performance charts and liquidus at 1145' F. B. VERIFICATION: The Contractor shall verifyand described herein. 3.01 OBSERVATION OF SITE CONDITIONS 3. Before the date of the final observation, the Contractor and flow charts for each item to be substituted. F. GateValves: measurements on the drawings before beginning B. Standards: All work and materials shall comply with shall transfer all information from the "record drawing" 3. Provide the amount of cost savings if the substituted item A. All scaled dimensions are approximate. The Contractor shall check and verify all work. In case of error or discrepancy in the governing codes safe orders standards, and regulations, is a roved. 1. Ball Valves (12" and smaller) eP Y g g safetyprints to a sepia mylar or similar mylar material. PP size dimensions and receive approval from the City of Rancho Cucamonga prior to drawings or specifications or in the work of and meet the minimum requirements of the Standard Arrangements shall be made through the city for B. The City of Rancho Cucamonga shall have the sole a. Ball valves shall be a 125 lb SWP bronze valve with threaded proceeding with work under this Section. others affecting his work, he shall notify the Specifications For Public Works Construction (Green obtainingsaid sepia m lar or similar m lar material. All responsibility to accepting or rejecting an submittal item ends and shall be equipped with a stainless steel handle. B. Exercise extreme care in excavatio and working near existing utilities. The Y Y P ty eP g J g Y b. Ball valves shall be Nibco T- 585-70-66 or roved equal. g g g City Inspector immediately. The Book) latest edition. work shall be in waterproof India ink and applied to the as an approved equal to the equipment and materials listed pP q Contractor shall be responsible for damages to utilities which are caused by his Contractor shall be held responsible for any 1.02 QUALITY ASSURANCE & REQUIREMENTS m lar b a technical en made expressly for use on m lar on the Drawings and Specifications. c. All Ball valves shall be installed per detail. operations or neglect. Check existing utilities drawings for existingutility locations. damages or loss due to his failure to observe material. Such pen shall be similar to those manufactured 1.06 GUARANTEE 2. Resilient Wedge Gate Valve (2" and larger) C. Coordinate installation of sprinkler materials including pipe, so there shall be no these instruction. A. Permits and Fees: The Contractor shall obtain and pay for A. The guarantee for the irrigation system shall be made in by Rapidograph, Kueffel & Esser, or Faber Castell. The a. Resilient Wedge Gate valves shall be epoxy coated interference with utilities or other construction or difficulty in planting trees, dimensions shall be made as to be easily readable even on and equipped with a 2" operating nut. shrubs, and ground covers. C. MATERIALS, MACHINERY, EMPLOYEES: any and all permits and all observations as required. accordance with the attached form. The General the final controller chart (see Section C). The original b. Resilient Wedge Gate valves shall be No. 403 RT-RW as D. The Contractor shall carefully check all grades to satisfy himself that he may safely Except as otherwise noted the Contractor shall Conditions and Supplementary Conditions of these eP B. Manufacturer's Directions: Manufacturer's directions and mylar "record drawing" plan shall be submitted to the City supplied by Watts or approved equal. proceed before starting work on the irrigation system. Ovide and a for all materials labor, tools Specifications shall be filed with the City prior to Pr pay detailed drawings shall be followed in all cases where the of Rancho Cucamonga for approval prior to the c. All Resilient Wedge Gate valves shall be installed per detail. and other items necessaryand incidental to the acceptance of the irrigation system 3.02 PREPARATION manufacturers of articles used in this Contract furnish completion of the controller chart. G. Quick Coupling Valves: completion of his work. directions coveringpoints not shown in the Drawings B. A copy of the Guarantee form shall be included in the P g 4. The Contractor shall dimension from two 2 permanent 1. Quick coupling valves shall have a brass, two-piece body designed for A. Physical layout: ( ) P operations and maintenance manual. Specifications. P working pressure of 150 P.S.I. 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, D. SURVEYS, PERMITS, REGULATIONS: points of reference, such as building corners, sidewalk g C. Ordinances and Regulations: All local municipal and edges, road intersections etc., C. The guarantee form shall be re-typed onto the Contractors 2. ick coupling valve shall be operable with a quick coupler ke routingand location of sprinkler heads. The Owner shall furnish an adequate survey � P g the location of the letterhead and shall contain the followinginformation: � P g P q P y P of the roe The Contractor shall obtain and state laws, and rules and regulations governing or relating following items: Key size and type shall be as shown on the Drawings. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. property.�' B. Water Supply: pay for all permits and comply with all laws to any portion of this work are hereby incorporated into a. Connection to existing water lines. GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: and made a art of these Specifications, and their b. Connection to existing electrical power. 1. The irrigation system shall be connected to water supply point(s) of connection and ordinances bearing on the operation or P P g p° We hereby guarantee that the irrigation system we have 1. Backflow prevention unit shall be of size and type indicated on the irrigation as indicated on the Drawings. conduct of the work as drawn ands specified. If the provisions shall be carried out by the Contractor. c. Gate valves. pe furnished and installed is free from defects in materials drawings. Install backflow prevention units in accordance with the Drawings. 2. Connections shall be made at the approximate location(s) shown on the Contractor observes that a variance exists Anything contained in these Specifications shall not be d. Routing g sprinkler pressure lines (dimension max. and workmanship, and the work has been completed in 2. Wye strainers at backflow prevention units shall have a bronzed screwed bo construed to conflict with an of the above rules 100' along routing). P y P Y Drawings. The Contractor is responsible for minor changes caused by actual therewith he shall promptly notify the Y accordance with the Drawings and Specifications, with 60 mesh monel screen and shall be similar to Bailey #IOOB or approved equal. site conditions. Ci Inspector in writing and an regulations, or requirements of the same. However, when e. Sprinkler control valves. City p g y ordinary wear and tear,unusual abuse, or neglect 3. All pressure main line piping between the point of connection and the backflow C. Electrical Supply: necessarychanges shall be adjusted as these Specifications and Drawings call for or describe f. Routing of control wiring and locations of all splice boxes. g J excepted. We agree to repair or replace any defects in preventer shall be installed as required by local code. The Contractor shall verify 1. Electrical connections for any and all automatic controllers shall be made to provided in the contract for changes in the work. materials, workmanship, or construction n a better g. Quick coupling valves. material or workmanshipwhich may develop during the with the local governing body as to material a and installation procedures prior quality, higher standard, or larger size than is required by h. Stub-outs for future connections. Y P g g g Y type P P electrical point(s) of connection as indicated on the Drawings. E. PROTECTION OF WORK, PROPERTY AND PERSON: the above rules and regulations, the provisions of these i. Other related equipment as directed by the City of period of one year from date of acceptance and also to to start of construction. Submit shop drawing for approval. 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor shall adequately protect the work Specifications and Drawings shall take precedence. Rancho Cucamonga. repair or replace any damage resulting from the repairing I. Check Valves: The Contractor is responsible for minor changes cause by actual site conditions. q y p or replacing of such defects at no additional costs to the adjacent property, and the public, and shall be 5. On or before the date of the final field observation, the Ci We shall make such repairs or replacements within 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction 3.03 INSTALLATION D. Explanation of Drawings: t3' P P Contractor shall deliver the corrected and completed with replaceable composition, neoprene or rubber disc and shall meet or exceed A. Trenching: responsible for any damages or injury due to his act. a reasonable time, as determined by the City, after receipt g' 1. Due to the Scale of the Drawings, it is not possible to sepias to the City of Rancho Cucamonga. Delivery of Federal Specification WW-V--51 D, Class A, Type IV. 1. Di trenches straight and support pipe continuous) on bottom of trench. of written notice. In the event of our failure to make such g PP P P Y indicate all offsets, fitting, sleeves, etc., which may be the sepias will not relieve the Contractor of the 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread La pipe to an even de. Trenching excavation shall follow layout indicated F. CHANGES IN THE WORK: The City Inspector may repairs or replacements within a reasonable time after Y P P � g y required. The Contractor shall carefully investigate the responsibility of furnishing required information that may inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve on the Drawings and as noted. order changes in the work, and the contract sum being receipt of written notice from the City, we authorize the g structural and finished conditions affecting all of his work be omitted from the prints. shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve 2. Provide for a minimum of twenty-four(24) inches cover for all irrigation adjusted accordingly. All such orders and adjustments City to proceed to have said repairs or replacements made and plan his work accordingly, furnished such fittings, C. Controller Charts: shall be similar to the Valcon "ADV" or approved equal. lines installed under paving or hardscaping. plus claims by the Contractor for extras must be at our expense and we will pay the costs and charges etc. as may be required to meet such conditions. 1. As-builts drawings twenty-four( ) made in writing before executing the work involved. � gs shall be approved by the City of therefore upon demand. J. Control Wiring: 3. Provide for a minimum of twen four 24 inches cover for all pressure Drawings are generally diagrammatic and indicative of the Rancho Cucamonga before controller charts are prepared. 1. Except as noted otherwise, connections between the automatic controllers and the supply lines of three (3) inches or larger in diameter. work to be installed. The work shall be n such a installed in PROJECT: SUGAR GUM STREET & SAXON DRIVE G. CORRECTION OF WORK: The Contractor shall 2. Provide one controller chart for each controller sequence. electric control valves shall be made with direct burial copper wire AWG-U.F. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply re-execute any work that falls to conform to the manner as to avoid conflicts between the irrigation system, requirements of the contract and shall remedy defects due planting and architectural features. 3. The chart shall show the area controlled by the automatic LOCATION:BETWEEN KENSINGTON PL. & DAYCREEK 600 volt. Control wiring installed in control wire conduit within structure shall be lines of two and one half(22") inches or smaller controller and shall be the maximum size which the BLVDmade with AWG-TW solid copper wire. Pilot wires shall be a different color wire 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. . to faulty materials or workmanship upon written notice 2. All work called for on the Drawings by notes or details for each automatic controller. Common wires shall be white with a different color 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. from the City Inspector for a period of one hundred eighty such be furnished and installed whether or not specifically controller door will allow. SIGNED: stripe for each automatic controller. Install in accordance with valve manufacturer's 7. Refer to City Standard 120 "Trench Repair" when within City streets (180) days from the date of completion of the contract. mentioned in the specifications. 4. The chart is to be a reduced drawing of the actual installed specifications and wire chart. In no case shall wire size be less than #14. susceptible to traffic loads. system. However, in the event the controller sequence is ADDRESSED: 3. The Contractor shall not willfully install the irrigation Y q 2. Wiring shall occupy the same trench and shall be installed along the same route as B. Backfilling: H. CLARIFICATION OF DRAWINGS not legible when the drawing is reduced, it shall be pressure supply or lateral lines wherever possible. 1. The trenches shall not be backfilled until all required tests are performed. system as shown on the Drawings when it is obvious in PHONE: DATE OF ACCEPTANCE: P PP Y BEFORE BIDDING: enlarged to a size that will be readable when reduced. - 3. Where more than one 1 wire is laced in a trench the wiring shall be taped together Trenches shall be careful) backfilled with the excavated materials approved the field that obstructions, grade differences, or O P � g P g Y PP After reviewing the drawings thoroughly it is the discrepancies in area dimensions exist that might not have 5. The chart shall be a black line or blueline ozalid print and at intervals of fifteen (15) feet. for backfilling, consisting of earth, loam, sandy clay, sand, or other approved p S P PART 2 - PRODUCTS Contractor's responsibility to clarify with the City been considered in engineering. Such obstructions or a different color shall be used to indicate the area of 4. An expansion curl shall be provided within three (3) feet of each wire connection. materials, free from large clods of earth or stones. Backfill shall be mechanically Inspector any questions the Contractor may have differences should be brought to the attention of the City coverage for each station. 2.01 MATERIALS Expansion curl shall be of sufficient length at each splice connection at each electric compacted in landscaped areas to a dry density equal to adjacent undisturbed regarding the method of construction, quantities, or of Rancho Cucamonga. In the event this notification is A. General: Use only new materials of brands and es noted control valve, so that in case of repair, the valve bonnet may be brought to the surface soil in planting areas. Backfill will conform to adjacent grades without dips, 6. When completed and approved, the chart shall be Y types quality of materials included or called out. If the not performed, the Contractor shall assume full P hermetically sealed between two pieces of plastic, each g on drawings, specified herein, or a rovede uals. without disconnecting the control wires. Control wires shall be laid loosely in trench sunken areas, humps or other surface irregularities. P PP q Contractor can not contact the City Inspector, responsibility for any revision necessary, without stress or stretching wire conductors. the Contractor must qualify his bid or accept the piece being a minimum 20 mils. B. PVC Pressure Main Line Pipe and Fittings: 2. A fine granular material backfill will be initially Placed on all lines. No 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, Rainbird foreign matter larger than one-half(2) inch in size will be permitted in the interpretation of the City Inspector on the 1.03 SUBMITTALS 7. These charts shall be completed and approved prior to the 1. Pressure main line piping for sizes 2" and larger shall be Snap-Tile wire connectors., or approved equal. Make only one splice with each initial backfill. questionable areas as they develop during construction. A. Material list: final field observation of the irrigation system. PVC Class 315. connector sealing pack. 3. Flooding of trenches will be permitted only with approval of the City of Rancho 1. The Contractor shall furnish the articles, equipment, D. Operation and Maintenance Manuals: 2. Class 315 pipe shall be made from an NSF approved Type 1 6. Field splices between the automatic controller and electric control valves will not be Cucamonga. I. SAMPLES: The City Inspector reserves Garde !, PVC compound conforming to ASTM resin allowed without prior approval of the City of Rancho Cucamonga. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler materials, or processes specified byname in the Drawings 1. Prepare and deliver to the City of Rancho Cucamonga specification D1784. All pope must meet requirements asset heads, lawn, planting, or other construction are necessary, the Contractor the right to take and analyze samples of materials P P P q K. Automatic Controller: and Specifications. No substitution will be allowed within ten calendar days prior to completion of forth in Federal Specification PS-22-70 with an appropriate shall make all required adjustments without cost to the for conformity to specifications at any time. The P1. Automatic controller(s) shall be of size and type shown on the Drawings. q J City. without prior written approval by the City of Rancho construction, two hard-cover, three ring binders containing standard dimension S.D.R. Solvent-weld Pipe).Contractor shall furnish samples upon request ( ) ( P )• 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga. the following information: C. Trenching and Backfill Under Paving: by the City Inspector. Rejected materials es 3. Pressure main line piping for sizes 1-1/2" and smaller shall be Cucamonga. 1. Trenchlocated under areas were hpaving, asphaltic concrete, or concrete will be shall be immediately removed from the site and 2. Complete material list shall be submitted prior to a. Index sheet which states Contractor's name, address, P g' performing any work. Material list shall include the and telephone number, and which lists each installed PVC Schedule 40 with solvent welded joints. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each installed, shall be backfilled with sand(a layer four(4) inches below the pipe and six (6) replaced at the Contractor's expense. The cost of 4. Schedule 40 pipe shall be made from NSF approved Type 1 automatic controller location is to be furnished by others. The final electrical inches above the pipe) and compacted in layers to 95% compaction, using manual or testingmaterials not meeting specifications shall be manufacturer, model number, and description of all equipment and material item including names and addresses P P Pgr° � g Grade 1 PVC compound conforming to ASTM resin hook-up shall be the responsibility of the Contractor. mechanical tamping devices. Trenches for piping shall be compacted to equal the paid by the Contractor. materials and equipment to be used. Although of manufactures local representatives. P g P g P P g P manufacturer and other information may be different, the b. Catalog and parts sheets on every material and equipment specification D1785. All pipe must meet requirements as set L. Electric Control Valves: existing adjacent undisturbed soil and shall be left compaction of in a firm unyielding J. PRE-CONSTRUCTION CONFERENCE: following is a guide to proper submittal format: item installed under this Contract. forth in Federal Specification PS-21-7 1. All electric control valves shall be the same size and type shown on the Drawings. condition. All trenches shall be left flush with the adjoining grade. The Contractor Schedule a pre-construction meeting with the Item No. Description Manufacturer Model No. c. Guarantee statement. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF 2. All electric control valves shall have a manual flow adjustment. shall set in place, cap and pressure test all piping under paving prior to the paving work. City Inspector at least seven (7) days d. Complete operating and maintenance instructions on approved conforming to ASTM test procedure D2466. 3. Provide and install one control valve box for each electric control valve. 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, before beginning work. The purchase of this 1 Backflow Preventer Febco 825-Y-BV all major equipment. 6. Solvent cement and primer for PVC solvent-weld pipe abd M. Control Valve Boxes: but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall 2 Automatic Controller Calsense ET1-24 -DR 2. In addition to the above mentioned maintenance manuals fittings shall be of a and installation methods prescribed b be done and replaced by the Contractor as a part of the Contract cost. Permission to conference is to review any questions the � g type P Y 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-12B with 3 Master Valve Superior 3100 RCV cut or break sidewalks and/or concrete shall be obtained from the City of Rancho Contractor may have regarding, the work, provide the City's maintenance personnel with instructions the manufacturer. green bolt-down cover or approved equal. Extension sleeve shall be PVC with 4 Etc. Etc. Etc. Cucamonga. No hydraulic driving will be permitted under concrete paving. administrative procedures during construction for major equipment and show evidence in writing to the 7• All PVC pipe must bear the following markings: minimum size of six (6) inches. and project work schedule. Irrigation submittal must be specific and complete. All City of Rancho Cucamonga at the conclusion of the 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. 3. Refer to City Standard 120 "Trench Repair" when within City streets P items must by listed and should include solvent, primer, project that this service has been rendered. a. Manufacturers name Carson Industries # 1419-12B with green bolt-down cover or approved equal. susceptible to traffic loads. wire, connectors, valve, boxes, etc. No copies ofb. Nominal pipe size E. Equipment to be Furnished: c. Schedule or class 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. 0 manufacturer's literature (catalog cuts) are required as Carson Industries # 608-12 with green flex-lock cover or approved equal. submittal information. 1. Supply as a part of this contract the following tools: d. Pressure rating in P.S.I. a. Two (2) sets of special tools required for removing, 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within e. NSF (National Sanitation Foundation) approval 3. Equipment or materials installed or furnished without on-grade landscaped areas. Carson Industries # 1419-12B with en bolt-down disassembling and adjusting each type of sprinkler and f. Date of extrusion � P � Q prior approval of the City of Rancho Cucamonga may becover or approved equal. vkoosco valve supplied on this project. 8. All fittings shall bear the manufacturer's name or trademark 0 f rejected and the Contractor may be required to remove S. Use 10" x 10-1/4" round box for all quick coupling valves installed within b. Two (2) four-foot valve keys for opera %� �o roe ��e tion of gate valves. material designation, size, applicable I.P.S. schedule and NSF �� ��! �` y� CITY such materials from the site at his own expense. on-structure landscaped areas. Carson Industries No. 910-12B with green CS !. Y782 r DESCRIPTION OF REVISION DATE c. Two (2) keys for each automatic controller. seal of approval. Am APPROVED: 4. Approval of any item, alternative or substitute indicates d. One 1 quick coupler key and matching hose swivel for bolt-down cover or approved equal. C onlythat the product or products apparently meet the ( ) q P Y g C. PVC Non-Pressure Lateral Line Piping: * * CITY 0 r RANCHO C U C A M 0 N G A P P PP Y every five (5) or fraction thereof of each type of quick N. Sprinkler Heads: re uirements of the Drawings and Specifications on the 1. Non-pressure buried lateral line piping shall be PVC Q g P coupling valve installed. s �� basis of the information or samples submitted. 2. The above mentioned equipment shall be turned over to the Schedule 40 with solvent-weld joints when installed in 1. All sprinkler heads shall be of the same size, type, and deliver the same �9r � �� LANDSCAPE IMPROVEMENT PLANS FOR 5. Manufacturer's warranties shall not relieve the Contractor City at the conclusion of the project. Before final observation planting areas. rate of precipitation with the diameter (or radius) of throw, pressure, and F OF CAL��� p DD,�, of his liability under the guarantee. Such warranties shall can occur, evidence that the City has received material must 2. Non-pressure lateral line piping installed under paved discharge as shown on the Drawings and/or specified in these special provisions. LOTS A B Orr C. only supplement the guarantee. be shown to the City of Rancho Cucamonga. areas shall be PVC Schedule 40 with solvent welded 2. Spray heads shall have a screw adjustment. joints. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. TRACT 1 6 0Q / 81 -- `& 161 B. RECORD DRAWINGS: 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the 3. Pipe shall be made from NSF approved, Type I Grade IT IRRIGATION SPECIFICATIONS 1. The Contractor shall provide and keep up-to-date a sprinkler body. complete record set of blueline ozalid tints which shall A. Handling of PVC pipe and fittings: The Contractor is PVC compound conforming to ASTM resin specification P P cautioned to exercise care in handling, loading, unloading, D 1784. All pipe must meet requirements set forth in 5. All sprinkler heads of the same type shall be the same manufacturer. . be corrected daily, showing every change from the O. Sleeving: APPROVED BY - DATE•� original Drawings and Specifications and the exact and storing PVC pipe and fittings. All PVC pipe shall be Federal Specification PS-22-70 with an appropriate i Prints transported in a vehicle which allows the length of pipe to standard dimension ratio. 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring CITY ENGINEER RCE N 04 installed locations, sizes, and kinds of equipment. shall be Schedule 40 P.V.C. or roved equal. DESIGN �uw PREPS BY: RECOMME ED for this purpose may be obtained from the City of Rancho lie flat so as not to subject it to under bending or a 4. Except as noted in paragraphs 1, 2, and 3 of this section PP eq concentrated external load at an point. An section of 2.01 B all requirements for non-pressure lateral line pipe P. Vandal Resistant Controller Enclosure: Cucamonga at cost. This set of drawings shall be kept on Y P Y ( )� q P P P SS � 1 T [ � C A P [ � pipe that has been dented or damaged will be discarded, and fittings shall be the same as for solvent-weld pressure 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and ,,,dew ",,,...... the site and shall be used only as a record set. g P DRAWN •-�• .. .�,.. SHEET and if installed, shall be replaced with new piping. main line pipe and fittings as set forth in section 2.01 B of Irrigation Detail sheet. �) pla';"; the Specifications. 2. A backboard shall be secured to the controller enclosure housing to provide a base CB L-8 OF 9 for mounting the automatic sprinkler controller and terminal strip. CHECKED DRAWING NO. SS DATE: RLA: 2782 17 S7- L. SHEET �� OF D. Assemblies: 5. All hydrostatic tests shall be made only in the presence of the General C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for Apply , spread and rototil in all soil amendments as recommended to a depth of 6". 6.04 Responsibility and Coordination: Contractor and the City oCucamonga.f Rancho CNo pipe shall be backfilled all temporary utilities such as water, electrical power and gas as required by him Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" A. Landscape Contractor is responsible for the erection of all signs and barriers 1. Routing of sprinkler irrigation lines as indicated on the Drawings is for the construction of the project. Temporary services shall be coordinated with diagrammatic. Install lines and various assemblies in such a manner as to until it has been observed, tested, and approved in writing. to 6" the following for each 1,000 square feet of planting area: required to prevent intrusion into the treated areas and to notify the public. ( ) the City and other contractors on the job site. conform with the details in the Drawings. 6. Furnish necessary force pump and all other test equipment. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. B. No material or methods shall affect the landscape planting or hydroseed g D. Survey, Reference Points, and Elevations: The Contractor is responsible for germination. No material or method shall render the Job site unusable for more 2. Install NO multiple assemblies in lactic lines. Provide each assembly with 7. When the irrigation system is completed, perform a coverage test in the 200 lbs. of Gro-Power or approved equal. g J P P Y thiall establishing asurveys, refit reference pons and elevations required by him, and presence of the City of Rancho Cucamonga to determine if the water The above soil conditioning are minimal qualities only and should be used only for than 10 days from date of application. its own outlet. of construction.shown on plans for proper execution osite consrucon. specified herein in accordance with respective detail. coverage for planting areas is complete and adequate. Furnish all materials bidding purpose, because soil conditions may change drastically from the time these 6.05 Non-Selective Herbicides: 3. Install all assemblies s P P E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours In absence of detail drawings or Specifications pertaining to specific items and perform all work required to correct any inadequacies of coverage due specifications were developed to the time the actual soil conditioning take place. Non-selective contact herbicide and/or non-selective systemic herbicides (as g P P g P required by him for the construction of the project. All temporary traffic barriers required to complete work, perform such work in accordance with best to deviations from the Drawings, or where the system has been willfully and detours shall conform to all conditions required by the City or governing Therefore, the Contractor shall obtain his own soils analysis at a rate of one per recommended by the Pest Control Advisor) standard practice with prior approval c Ci k Rancho Cucamonga. installed as indicated on the Drawings when it is obviously inadequate, every 25,000 square feet of planted area. These soil tests shall be conducted by an 6.06 Selective Herbicides: P P PP h' g authorities. _ commended 4. PVC pipe and fittings shall be thoroughly cleaned of dirt dust and moisture without bringing this to the attention of the City of Rancho Cucamonga. approved Agronomic soils testing laboratory approved by the project Landscape Selective preemergent herbicides compatible with seed mixtures (as re P P g g Y 1.05 Defective and Unauthorized Work: before installation. Installation and solvent weldingmethods shall be as This test shall be accomplished before any ground cover is planted. Architect and City. Copies of the soil test to be provided during the Pre-construction by the Pest Control Advisor)t All work which is determined b inspection to be defective in its construction or recommended b the pipe and fitting manufacturer. 8. Upon completion of each phase of work, the entire system shall be tested Y P job conference. 6.07 Weed Eradication: Y P P g deficient in any of the requirements of the plans and specifications, shall be remedied If in the opinion of the Pest Control Advisor, perennial grasses and weeds 5. On PVC to metal connections, the Contractor shall work the metal and adjusted to meet site requirements. 3.05 Finish Grading: P , Peren connections first. Teflon tape or approved equal, shall be used on all 3.07 MAINTENANCE or removed, and replaced by the Contractor at his own expense in a manner acceptable After rototillin operations are complete, grade areas to establish finish des existing in the planting areas will require control prior to removal, spray these to the Landscape Architect and City. g P P g P g co P P Y threaded PVC to PVC, and on all threaded PVC to metal joints. Light for planting. All flow lines shall be maintained and proper tolerances shall be areas per Pest Control Advisor's recommendations. wrench pressure is all that is required. Where threaded PVC connections A. The entire irrigation system shall be under full automatic operation for a period of 1.06 Inspections: seven (7) days prior to any planting. The Contractor shall arrange for inspections by notifying the Landscape Architect, met after settlement at the end of the project maintenance period. A. Prior to the installation of the irrigation system remove and clear all weeds and Finish grading shall leave surface of the ground uniformly smooth and free of deleterious materials from planting areas. are required, use threaded PVC adapters into which the pipe may be solvent welded. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. City and governing authorities, 24 hours prior to time of inspection, unless Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of E. Line Clearance: abrupt grade change. P 1. All lines shall have a minimum clearance of six (6) inches from each other 3.08 CLEAN-UP otherwise noted. Inspections shall be as listed below, but not necessarily in this �, Clean-upshall be made as each portion of work progresses. Refuse and excess dirt order. Onlythe inspection pertaining to the project scope of work will apply: 3.06 Coordination: 1 - 2 below the surface of the soil. Physically remove all weeds from the site. and twelve (12) inches from lines of other trades, with the exception of the �� P P g P J P PP y� Weed abatement work shall be coordinated with the installation of the irrigation shall be removed from the site, all walks and paving shall be bloomed or washed down, Rough Grading. system rototillin and soil amendment work and planting. See Weed Abatement PART 7 - LANDSCAPE MAINTENANCE control wire sleeve(s)which shall be installed adjacent to pressure supply e g P g line. Parallel lines shall not be installed directly over one another, and any damage sustained on the work of others shall be repaired to its original condition. Drain Lines and Catch Basins. Irrigations main line pressure, coverage & system operations test section). 7.01 Scope of Work: 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE ( P � g Y P )• F. Automatic Controller Assembly: Soil Preparation and Finish Grading. PART 4 - TREES AND SHRUBS Provide all materials, labor and equipment necessary for, or incidental to, Install as per manufacturer's instructions. Remote control valves shall he connected to A. The Contractor shall operate each system in its entirety for the City Plant Material delive ( D' &of Rancho performing all maintenance requirements as reasonably implied or as delineated in Cucamonga at time of final observation. An items deemed not acceptable b the placement). 4.01 Scope of Work: controller in numerical sequence as shown on the Drawings. g y P y Substantial Completion Inspection at completion of landscape the specifications including, but not limited to the following: Ci of Rancho Cucamonga shall be reworked to the complete satisfaction of the P P ( P P Provide all material, equipment, and labor necessary to install all trees and shrubs G. High Voltage Wiring for Automatic Controller: City g P improvements) - 7 Days. Maintain all plants and planted areas. 1. 120 volt ower connection to the automatic controller shall be provided b City of Rancho Cucamonga. P ) Y as shown on plans, as reasonably implied and as delineated in the specifications. Keep planted areas free of weeds and debris. P Pru Y Final Inspection after maintenance period) 7 days. B. The Contractor shall show evidence to the Ci of Rancho Cucamonga that the P ( P ) - Y 4.02 Products the Contractor. �' g The contractor shall arrange a Preconstruction job conference with the Landscape Prune trees and shrubs. Ci has received all accessories, charts, record drawings, and equipment as required g J P A, Nomenclature - Plant names indicated on the drawings conform the "Standard Plant 2. All electrical work shall conform to local codes, ordinances, and union City g ' P q Architect and City a minimum of seven (7) days prior to the beginning work. Names" established b the American Joint Committee on Horticulture. Except for Fertilized all plants and planted areas. before final site observation can occur. Y Irrigation. authorities having jurisdiction. 1.07 Guaranties: g H. Remote Control Valves: 3.10 SITE OBSERVATION SCHEDULE names covered therein, the established custom of the nursery is followed. Insecticides in A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be B, Condition - Plants shall be symmetrical, typical for variety and species, sound, spraying. 1. Install where shown on the Drawings. Where grouped together, allow at A. The Contractor shall be responsible for notifying the Ci of Rancho Cucamonga in guaranteed from date of final acceptance of landscape construction for periods 7.02 Fertilizers: sP � g City g 8u eP P P healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 least twelve (12) inches between adjacent valve boxes. Install each remote Y advance for the following observation meetings, according to the time indicated: as follows: healthy, normal root systems well-filling their container, buy not to the point of control valve in a separate valve box. Gro-Power Controlled Release Nitrogen, as designated herein, or approved 1. Pre-Job Conference - 7 days Trees 24 box & larger 1 year being root bound. Plants shall not be pruned at anytime, and in no case shall trees I. Flushing of System: 2. Pressure supply line installation - 24 hours Trees 15 al. & smaller 1 year substitute as required by the Agronomic soils report. Available from Gro Power 1. After all new sprinkler pipe lines and risers are in place and connected, all PP y g Y be topped. 3. Lateral line and sprinkler installation - 24 hours Shrubs All sizes 120 days C. Trees and shrubs shall be growing at a recognized nursery in accordance with good (909) 393-3744. necessary diversion work has been completed, and prior to installation of sprinkler 4. Automatic controller installation - 24 hours Ground Cover 120 days B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and Y horticulture practices and shall be of the size and caliper normally associated with 24% sulfur and shall be registered as an agricultural miner, with the State heads, the control valves shall be opened and full head of water used to flush g 1 5. Control wire installation - 24 hours Bedding Plant 120 days the container size specified on plans. Removal of all tags, labels, nursery stakes and out the system. Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," 6. Pressure supply line and lateral line testing- 48 hours Lawn (sod) 120 days ties from all plant material prohibited until the approval of the Landscape Architect or City. 2. Sprinkler heads shall be installed only after flushing of the system has been 7. Coverage test - 48 hours Lawn (seed) 120 days from first mowing D. All plant material delivered r the site showing signs al damage or disease or is Section 1030 of the Agricultural Code.g accomplished to the complete satisfaction of the city of Rancho Cucamonga. 7.03 General: 8. Final observation - 7 days Guarantees begin after the project acceptance by City and at the end of the 180-day insufficient in size to carry out the intent of the planting plan will not accepted and J. Sprinkler Heads: B. When observations have been conducted other than the City of Rancho Cucamonga, maintenance period. Landscape Contractor shall replace and plant all materials which will be replaced at Contractor's expense. Maintenance shall start immediately after landscape irrigation and planting. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to show evidence in writing of when and by whom these observations were made. have died within the time span stated above, at no cost and within 5 days from receiving ESizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, S-gallonMaintain all plants and planted areas on a continuous basis as they are installed , , be installed in this work shall be equivalent in all respects to those itemized. C. No site observations will commence without "As-Built" record drawings. The written notice from the Landscape Architect or Ci If dead material is not replaced during the progress of the work, and continue to maintain them until final g P n'• P and 15-gallon) shall have been grown in containers for at least one (1) year, but 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. contractor shall not call for a site visit without "As-Built" record drawings, without and planted within the 5 da period, Ci may replace dead material with new material acceptance of total project. Replace any dead or dying plants as directed by the P Y P � h' Y eP not over two (2) years. In no case shall the spacing exceed the maximum recommended by the Landscape Architect and City representative. completing previously noted corrections, or without preparing the system for said visit. and charge the Landscape Contractor for all expenses incurred. F, Substitutions - Substitutions for indicated plant material will be permitted provided manufacturer. B. Construction Materials: The contractor shall guarantee all workmanship and the substitute materials are approved in advance by the City, and are made at no A. Irrigation: Operate irrigation system on an established program to maintain all 3.04 TEMPORARY REPAIRS CONCRETE SPECIFICATIONS materials for all site development, for a period of one year from date of final additional cost to the City. Except for authorized variations, all substitute plant plants and planted areas in a healthy condition. Irrigation system run-off shall be acceptance of project. kept to a minimum. Damage to irrigation system resulting from maintenance and PART 1 GENERAL P P J materials shall conform to the requirements of these specifications. The City reserves the right to make temporary repairs as necessary to keep the sprinkler equipment and/or maintenance personnel, shall be restored to its original condition system equipment in o operating condition. The exercise of this right b the Ci shall not 1.08 Material and Labor Releases: G. Plants Not Approved- Plants not approved are to be removed from site immediately YP gY City 1.01 Description Upon completion of the work, the Contractor shall present to the City, signed copies and replaced with suitable plants. The City reserves the right to reject entire lots of at no cost to the City. Failure of any part of the irrigation system shall be brought relieve the Contractor of his responsibilities under the terms of the guarantee as herein For concrete information refer to the Standard Specifications for Public Works of all labor and materials releases for all work performed under Site Development. to the attention of the City. No repairs other than emergency repairs shall be specified. P P plants represented by defected samples. P Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer 1.09 Disposal and Clean-u accomplished without written permission from the City. P P� H. Stake all trees, as per details immediately after planting to prevent wind damage. to Sections 4, 201, 303, and 400, as well as any other sections related to the Remove all waste materials (including excavated material classified as B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas ( g I. Plant trees that are to be located in lawn or ground cover areas after finish grades 3.05 EXISTING TREES installation r and post installation of concrete work, materials labor, and at intervals not to exceed 10 calendar days. Pe P unacceptable soil material), trash and debris generated or encountered during the are first established and allow at least 7 calendar days prior to installation of said Where it is necessary to excavate adjacent to existing trees, the Contractor shall use clean-up. The Standard Specifications for Public Works Construction is available from: The Contractor may elect to remove such concentrations of weeds manually or by P P course of landscape construction, and legally dispose of it. During the course of lawns or ground cover to provide for thorough watering of trees. All planting holes all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) B1 BuildingNews P g g P g an approved herbicide program. the work, remove surplus materials from the site and leave premises in a neat shall be excavated as defined on appropriate details. inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in 3055 Overland AvenueC. Pest Control: Spray all plants and planted areas at beginning of maintenance and clean condition. Clean up and remove all remaining debris and surplus 4.03 Soil Amendments: diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall Los Angeles, CA 90034 materials upon completion of work leaving the remises neat and clean. program and as may become necessary thereafter by an approved method of pest be heavilywrapped with burls to prevent scarring or excessive drying. Where a P P g P Soil amendments shall be as recommended in the Agronomic soils report PP P P g 310 202-7775 control, to keep all plants and planted areas free of insects and disease. Method ditchingmachine is run close to trees having roots smaller than two 2 inches in ( ) The site shall be cleaned upon the request of the inspector. 4.04 Trees Stakes: g ( ) 1.02 Scope shall be reviewed by the City prior to any applications. Pest Control shall include diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean PART 2 - EXECUTION Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for Furnish and install all concrete work complete as indicated on the drawings oras further information. Gopher control. cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats specified, including, but not limited to the following: 2.01 Protection: D. Pruning: Prune all plants as designated and directed by Landscape Architect, at of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four(24) Keep all plant material delivered to site in a healthy condition for planting. Plants PART 5 - GROUND COVER AND BEDDING PLANTS start of maintenance program and continue to prune plants as directed or as may hours; and where this is not possible, the side of the trench adjacent to the tree shall be A. Furnish and set all reinforcing steel, bolts, and anchors. shall not be allowed to dry out. Bare root stock shall be separated and heeled-in 5.01 Scope of Work: become necessary until the end of the maintenance program. kept shaded with burlap or canvas. B. Install all items required by other trades which are to be cast into concrete. in most earth or other suitable material until planting. Balled and burlapped plants Remove trash weekly. Edge ground cover to keep in bounds and trim top growth C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where Provide all materials and equipment and perform all work necessary for and 3.06 FIELD QUALITY CONTROL shall have root ball covered with moist sawdust, wood chips or other suitable as necessary to achieve and overall even appearance. Exterminate gophers and Q applicable. incidental to installing all ground cover and bedding plants, as shown on plans, as Where it is necessaryto excavate adjacent to existing trees the Contractor shall use material until planting. moles; repair damage. J g 1.03 Protection reasonably implied, or delineated in the specifications. all possible care to avoid in' to trees and tree roots. Excavation in areas where two 2 All finished concrete work shall be barricaded to pedestrian traffic for three 3 days. 2.02 Installation: 5.02 Bedding Plants: Po Jm'Y O P O Y g PART 8 -ACCEPTANCE OF PROJECT g Y O g P Y g Detailed layout of plants within the planting areas shall be performed by Contractor inch and larger roots occur shall be done b hand. All roots two 2 ruches and larger in Barricade shall be laced imediatel after concrete finishing. Contractor shall furnish Perennials and Annuals: Provide healthy container grown plants from a 8.01 General: and approved by the Landscape Architect and City prior to planting. diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall place and remove all of his own barricades. Contractor shall be responsible for any recognized nursery, and of the species and variety shown on plans. Upon completion of installation a maintenance period of a minimum of 180 days be heavilywrapped with burls to prevent scarring or excessive drying. Where a Soil excavated from planting holes shall be amended to backfill around trees and P P P Y pP p p g dry g damage to new construction and replacement or repair of the work shall be made 5.03 Ground Cover: for all landscaped areas is required nor to final acceptance of the work b the ditchingmachine is run close to trees having roots smaller than two 2 inches in shrubs using the following mixture: P q P ep Y City. g ( ) • without added cost to the City. Ground Cover: Provide ground cover of the species shown on plans. Ground The Commencement date for the maintenance period shall commence upon written diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean Native On-Site Soil with rock no greater than 3" in diameter P P J g 1.04 Clean-up ' cover shall be established and well rooted in flats or similar containers. approval for all bases of planting installation b the Ci Public Works Inspector. Gro Power Plus 5-3-1 15 lbs/cy PP P P g Y City P cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats Upon completion of all concrete work and before final acceptance, the Contractor ' 5.04 Mulch: Maintenance period shall be adequate to yeti plant characteristics and establishment q J twenty-four( ) shall remove all tools, surplus materials, apparatus, Iron Sulfate 2 lbs/cy P P P q verify P of Tree Seal, ore nal. Trenches adjacent to tree should be closed within twee four 24 debris, etc. from the site and the Mulch: Shall be of compacted wood chi fiber. A. Two inspections shall be made that affect the establishment period: The first after all hours; and where this is not possible, the side of the trench adjacent to the tree shall be site shall be left in a clean, neat condition acceptable to the City. (To be used for bidding purposes only, verify with Agronomic Soils Test.) 5.05 Coordination: P P kept shaded with burlap or canvas. After backfilling, construct a 3 earthen berm to form watering basin around each A. Do not have plants delivered to the job site until site conditions are ready for planting. plantings have been completely installed in order to approve the beginning of the If planting is delayed, keep plant roots moist and place i PLANTING SPECIFICATIONS n a sheltered location PART 1 - GENERAL protected from the sun, wind and other damaging elements. plant, to allow thorough water-in and establishment. establishment period, and the second at the end of the establishment period. If acceptable due to defective A. Adjustment of the System: Prior to installation of turf and ground cover, remove water basins from around plantings g are not P table at the end of the 180 day maintenance, then continue establishment until all work meets with the 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance trees and shrubs. Berms in turf areas to be removed prior to City acceptance. B. Soil preparation and fine grading shall be completed and trees and and to prevent overspray onto walks roadways, and buildings as much as possible. 1.01 Scope of Work: Specifications and can be approved. P P Y � Y � g Po shrubs installed prior to bedding plants and ground cover planting. 2. If it is determined that adjustments in the irrigation equipment will provide Contractor shall provide all materials, labor and equipment incidental to and PART 3 - SOIL PREPARATION AND FINISH GRADING B. At termination of establishment period all plant material shall be live, healthy, J g � Pm P 5.06 Installation: proper and more adequate coverage, the Contractor shall make such adjustments necessary for completing all work, as indicated on the drawings, as reasonably undamaged, and free of infestation. Inferior plantings shall be replaced and J 3.01 Scope of Work: Plant ground cover and bedding plants in moist soil and space as indicated on implied, or as delineated in the Specifications as follows. brought to a satisfactory condition before final acceptance of work will be made. prior to planting. Adjustments may also include changes in nozzle sizes and A. Provide all materials and equipment, and perform all work necessary for and plans.Each plant shall be planted with its proportionate amount of soil so as 1.02 Standards: All areas shall be neatly raked and free of weeds. degrees of arc as required. All work and materials shall comply with governing codes safety orders, incidental to the soil preparation and finish grading of all planting and lawn areas as to minimize root disturbance. Soil moisture shall be such that soil does not crumble 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within shown on plans, as reasonably implied, or as delineated in the specifications. when removing plants from container.Regrade planter areas after planting, to ten 10 days after notification b the Ci standards, and regulations, and meet the minimum requirements of the Standard B. Furnishing, placement and din of topsoil for backfilling of planters if required.( ) y y City. g, p grading, p g p eq restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch Q Specifications For Public Works Construction (Green Book) latest edition. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise 1.03 Quality Assurance: C. Cleaning and finish grading of planters areas and planting areas. material shall be spread over the entire planter area after grade is established. designated on the Drawings. 3.02 Topsoil: Watering shall begin immediately after mulching. (Grading shall accommodate the mulch) 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so A. All Contractors performing Site Development work, must be licensed in accordance A. Existing on-site soils listed as 'acceptable'under'Site Grading' specification. 5.07 Protection: 0 with the laws of the State of California. that each lateral operates at design pressure. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be Erect tem fencingor barriers to protect planted areas from �ANDSc�P B. Testing of Irrigation System: B. Contractor shall provide the Landscape Architect and the City with a list of sandy textured. Silt plus clay content of this soil shall be no greater than 15%by damage prior to final acceptance. ��% �e k pot 4A DESCRIPTION OF REVISION DATE CITY Subcontractors and Material Suppliers expected to be employed during the course 2782 y�r APPROVED: 1. The Contractor shall request the presence of the City of Rancho Cucamonga in weight. The boron content of this soil shall be no greater than 1 part per million as � J of construction. PART 6 - WEED ABATEMENT CITY 0 I RANCHO C U C A M 0 N G A writing at least 48 hours in advance of testing. measured on the saturation extract. The sodium absorption ratio (SAR) shall not C. Contractor shall obtain and keep in force Public Liability and Property Damage 6.01 Scope of Work: it yt 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, P Insurance during entire course of the Construction Contract. The amount of Provide all material equipment, and labor necessary to perform LANDSCAPE IMPROVEMENT PLANS FOR inch and prove watertight. samples of the imported soil shall be submitted to an agronomic soils testing � �' P � v� insurance shall be determined by City. all work as indicated on plans as reasonably implied, and as J'J, Note: Testing of pressure main lines shall occur prior to installation of the laboratory, approved by the project Landscape Architect for analysis prior to use. electric control valves. D. Prior to start of site development work the Contractor shall notify the Landscape Result of testing to be delivered to Ci forapproval. Soil test to include analysis delineated in the specifications. ��F kill OQ` P � g CityY of ca��F LOTS A B 8c C. Architect and City to give starting and completion dates. Contractor shall also 6.02 Quality Assurance: 3. All piping under paved areas shall be tested under hydrostatic pressure of and recommendations. supply the Landscape Architect and City with the name and telephone number of A. The Applicator of all weed control materials shall be licensed b the State of �[ 150 pounds per square inch and proven watertight prior to paving. 3.03 Soil Amendments: PP Y TRACT 16 0 81 ` � � �U the person in charge of the work. California as a Pest Control Operator and a Pest Control Advisor in addition to any 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, 1.04 Responsibilities and Coordination: All soil amendments shall be as specified in the Agronomic Suitability/Fertility p subcontractor licenses that are required. PLANTING 1�T�`Tl�T�`! �p��jFTCA�'TO�js replace joints and repeat test until entire system is proven watertight. soils report furnished by the Contractor 1 LI-11�! 1 11�I V 1 1 1 1 1 r A. Permits: The Contractor shall obtain and pay for all permits and inspections 3.04 Soil Preparation: B. All materials and methods must conform to Federal, State, and Local Regulations. required by governing authorities for the work to be performed. All work on irrigation system shall be complete and inspected for recommended 6.03 Submittal: APPROVED BY DATE: B. Existing Conditions: The Contractor shall verify all conditions and dimensions approval and fine grading completed, prior to rototillin and prior to soil Prior to the installation of any weed control materials,the Landscape Contractor shown on the plans at the site prior to commencement of an work under this PP gr g P ' P g P CITY ENGINEER RCE N 0�`� P P Y shall submit to the Landscape Architect/City a list of the weed control materials and contract. The Contractor shall verify the location and depth of all underground amendment work. DESIGN Ptrw ��Eo ar: RE E DED After rough grades have been established, prepare all lawn and planting areas by quantities per acre intended for use in controlling the weed types prevalent and utilities prior to start of work. tilling or cross ripping to a depth of 12". All rock and debris more than 2" in diameter expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor SS 1 T E J C A P 1 shall furnish the Landscape Contractor and Landscape Architect and Ci data to L"� �-�-� M shall be removed from the site, except for areas that are to be sodded, in which all P P h' DRAWN , ,,,,,,,,,,�,,,,e •• • M .,.,.. SHEET demonstrate the compatibility of the weed control materials and methods with CB ! Planning ....r�...�..`�� _L=_9 rock and debris more than 1" in diameter shall be removed. OF9 the intended planting and seed varieties present. CHECKED DRAWING N0. SS DATE: RLA: 2782 1757- L SHEET ?-S- OF DEVELOPER/OWNER LAN D- SCAPE ARCHI E____ C URAL PLANS DAY CREEK TRIMARK PACIFIC HOMES B- LVD , & 85 ARGONAUT , SUITE # 205 VICTORIA PARK LANE ALISO VIEJO , CALIFORNIA 92656 ( 949 ) 465 - 1655 TRACT N0 . 16081 & N0 . 16164 LANDSCAPE MAINTENANCE DISTRICT NO , 2 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE I LANDSCAPE ARCHITECT AND THE CITY. L— 1 TITLE SHEET J2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L- 2 LANDSCAPE CONSTRUCTION PLAN VC 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD LANDSCAPE CONSTRUCTION PLAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L- 3 SITE 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L— 4 LANDSCAPE CONSTRUCTION PLAN - ENLARGEMENT OF DAMAGE INSURANCE AS REQUIRED BY LAW. DAYCREEK BLVD . AND VICTORIA PARK LANE & 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. CONSTRUCTION NOTES DAY CREEK BLVD. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L- 5 LANDSCAPE CONSTRUCTION DETAILS RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. W� 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L- 6 IRRIGATION PLAN Q HAVE BEEN APPROVED BY THE CITY ENGINEER. L- 7 IRRIGATION PLAN Z S. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT Itis = WIDE FLAT AREA AT THE TOE OF SLOPE. L- 8 IRRIGATION DETAILS & NOTES V' 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L- 9 PLANTING PLAN (TREES & VINES) = ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L- 1 0 PLANTING PLAN TREES & VINES) W OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL J L- 1 1 PLANTING PLAN (SHRUBS & G R O U N D C OV E R S) = REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER W COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L- 12 PLANTING PLAN (SHRUBS & GROUNDCOVERS m 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. L- 13 PLANTING DETAILS , NOTES & LEGENDS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L- 14 IRRIGATION SPECIFICATIONS * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS L- 15 PLANTING SPECIFICATIONS BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE 6" WIDE X 6" DEEP CONCRETE HEADERS N.T.S. 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 WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. /� MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE ARCHITECT: UTILITY CONSULTANT: SITESCAPES, INC. J.F.I. 19762 MAC ARTHUR BLVD., SUITE 130 27322 Calle Arroyo, Suite 'C' VICTORIA PARK LANE IRVINE, CA. 92612 SAN JUAN CAPISTRANO, CA. 92675 QR14 DARK (949) 644-9370 949 248-9242 J ' 00, MAINTENANCE NOTE TO PUBLIC WORKS INSPECTOR : CIVIL ENGINEER: r y W� ! RESPONSIBILITY PORTIONS OF THESE PLANS ARE WITHIN FLOOD CONTROL AND MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , SUITE 107 - ETON _ DRIVE , AREA SCE RIGHTS-OF-WAY APPROVAL/PERMITS ARE REQUIRED RANCHO CUCAMONGA, CA. 91730 (909) 948-1311 PRIOR TO ANY WORK COMMENCING IN THESE AREAS. da LU 5 ® � - 01 00 00 00 a " ! 0.0 K , !" o LANDSCAPE QUANTITIES - JICA AVON COURT _ ! l �f �! m 0 _M VICTORIA PARK LANE — STREETSCAPE STREETSCAPE DAYCREEK BOULEVARD — STREETSCAPE STREETSCAPE cc Lli TOTAL S.F. OF NON—TURF LANDSCAPED AREA 28,532 SF TOTAL S.F. OF NON—TURF LANDSCAPED AREA 15,655 0 000 TOTAL S.F. OF TURF AREA 11,070 SF TOTAL S.F. OF TURF AREA 0000 Orf ^ ® - z I °o U TOTAL S.F. OF HARDSCAPE AREA TOTAL S.F. OF HARDSCAPE AREA l j C� COURT , a DESCRIPTION OF REVISION DATE APPROVED: wEMeLEY9 COBBLE HARDSCAPE 306 SF COBBLE HARDSCAPE 3677 SF m 1 Q SIDEWALK 1,2,17 SF SIDEWALK 2,520 SF � ~ CITY OF RANCHO C U CAM 0 N GA — - W TOTAL 1,523 SF TOTAL 6,557 SF 0 E� w SUGAR GUM TOTAL S.F. TRAIL AREA 0 TOTAL S.F. TRAIL AREA 0 Q --� 5� _� U' TOTAL S.F. OF ALL AREAS 46,318 SF TOTAL S.F. OF ALL AREAS 27,401 SF TITLE SHEET ' ' ! TOTAL ACRES OF ALL AREAS 1.06 AC. TOTAL ACRES OF ALL AREAS 0.6 AC. C� Z ! I DAYCREEK BLVD. & VICTORIA PARK LAN 0 U `• " 2 �, �100TOTAL STREET TREES (VICTORIA PARK LANE) TOTAL STREET TREES (DAYCREEK BLVD.) SAXON _ URT a 3 BRACHYCHITON POPULNEUS 8 PYRUS CALLERYANA 'ARISTOCRAT' 41 TRACT 16081 8C TRACT 16164 ' WASHINGTONIA ROBUSTA KOELREUTERIA PANICULATA 5 �TvSk,E.GsE 41 LAGERSTOEMIA INDICA 'MUSKOGEE' �} LAGERSTROEMIA INDICA '#t�#08EE' X 5 APPROVED BY: �� l �,, o DATE: c a .. ., \.�NDSC4,4 CITY ENGINEER / c_ (,_lti, �'� RCE: 24953 RAIL ROAD RIGHT OF WAY LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' 6 TOTAL L.F. TRAIL FENCING 0 ��t��a apt E./* PINUS CANARIENSIS 15 TOTAL L.F. OF CITY MAINTAINED WALL 164 LF �1l�� 2782 '�6 e DESIGN PLAN PREPARED 9Y: RECO ED TOTAL L.F. OF CITY MAINTAINED FENCE 0 �"'i SEE DRAWING # N.T.S. PHOENIX DACTYLIFERA 3 * �, * SS 1 T ! C A r [ 4p, DRAWN t..ndseev. �w.+•..r�+• �raw SHEET GEIJERA PARVIFLORA 9 ,} ,. .•.• .. .,►.. FOR LMD AREAS TOTAL L.F. TRAIL FENCING 0 ' �r mm ! Pb,,vmf m'"...iir�.�"... .w L-1 OF 15 WITHIN TRACT TOTAL L.F. OF CITY MAINTAINED WALL 09lF Doo' 4Q� CHECKED DRAWING NO. of C 175 7 - L TOTAL L.F. OF CITY MAINTAINED FENCE 70 LF ss DATE 2/27ZOI R,u W. M1 ------- -- ------- PROJECT SHEET NO. OF I 1 STREET WOW LOCATION — GONCRSTS NSADSR CTYP.) L-S •' CNAINLIMC *ENCS t# INSTALLED AT PROPKRTY 0 LINK INSTALL CONCRFTK NSADKR UNDERNEATH PW,'-J= OZ' iS'-b" I'T'-b" 71' GIM DKTAIL b, SHEET I.-b. �CX. resee VICTORIA PARK LANE I rO �- RLOOD CONTROL CONCRtETII _ CHANNEL PSR DRIY1sWAYn�M� _ Gt PLANSPSR Cs PLAtve ,: �, ~ r PA � CONCRETE '!r f DR I VSWAY PSR Cl. PLANS 77 00 IDA FDA .Sol —yy dt NITK GUI A PSR C.K. 1 5 �h PSRi?'ETKR 3- WALLPIMCM. V PLANS. (TYP.) , C- W � — � 1 � 1 GRANITE BOULDER NOTE GRANITE BOULDERS PROVIDED ARE TO BE WITHIN sa CONSTRUCTION THE FOLLOWING SIZE RANGE * 0 bCALE (SHMr L-4)NOR 18" DIA.TO 36" DIA. _ THIS AREA INSTALL PER DETAIL 6, SHEET L-5 _ PERIMETER WALL LOCATION STREET LI*HT LOCATION (TYP.) PSR Ct PLANS. O W bIDSWAI K PSR C>. PLAN* L-S PARK LANK SKCTION 4Z' 20 rrrr rr r,rr ri . . op . 7 0121 _ VICTORIA PARK LANE -` 740 / SHEET KEY ' W L-2, L-4, W — PA L-6, L-9, L-1 1 VICTOR PARK=4�AV ' PA L L- W� PA swami L-10, L-12 FDA • III _ r PILASTKRS SHOWN, TO mK I ID OUT T ("•' ' ' ' — I I / I.00AKD SK OR U -�— 1 I 1 KIST►Na SWALK MATCHLINE SEE SHEET L- 3 ► _ _: � I - 100 99 1 98 1 7 96 01L-a DECORAtIVK CODDLE ROCK 1 CONCRIPT'K HKADKR - L-S xl ! I I DRAIN PSR CX RAIL ROAD R.O.W. N.T.S. r DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA CONSTRUCTION PLAN FOR �1J0DS 4 4DAYCREEK BLVD. & VICTORIA PARK LANE pr o �. r oL y� '�c 2782 ``fy',� TRACT 16081 & TRACT 16164 APPROVED BY DATE: CITY ENGINEER RCE N024953 MTE q�. DESIGN RE M DED 4. OA�\�`� FCSS SEE SHEET L-4 FOR CONSTRUCTION NOTES DRAWN 5, 1 T e C A P E S SHEET mx SEE SHEET L-5 FOR CONSTRUCTION DETAILS CHECKED « rbnn,n9 ....".*�u—0 va DRAWING NO. 0 30 60SS DATE: 5 10 02 RLA: 2782 ) 757- L SHEET LOF MATCHLINE SEE SHEET L-2 MATCHLINE SEE BELOW 'B' � Il�!lII}:. rl � llL�ll � � I I IIlI11�lI � WALL Pm PLAN i 113 70 "" � -•�= _ -' 6 DAYCREEK a L-5 BOULEVARD b' 8 t m L t BEGION s 8 ..!.A24" ib r - 112 - 3' Oki I4" H 6 ' 4 �' r so.. 24 4 t � _ 11" MATCHLINE SEE BELOW 'C' GRANITE BOULDER N0TE S15 ;■ �4 .::. -j4•� , N � I � I � I � I I � I � GRANITE BOULDERS PROVIDED ARE TO BE WITHIN + THE FOLLOWING SIZE RANGE 111 I 68 - - � r 18" DIA.TO 36" DIA. R9 Pm INSTALL PER DETAIL 6, SHEET L-5 WALL s✓ N 57 SAN JOtGORATII/R r L- GOBBLE ROCK 110 — RTaTAINiNG WALL: 67 r 3'- g RESER TO G.E. PLANE ,." ■ o POR DESIGN AND W 5 6 Z4' d SHEET KEY DRAINAGE DETAILS _ N 24• AND GAL?G' TIONS. ie" - '• L-2, L-4, V 5-3 x,. QC4, L-6, L-9� VI A PARK�N ` a N Q r-b' — L-3, L-7, :M Q 4 b�DEwAAucb '°ER _ L-10, L-12 r b" ORD -0, 74" 66- 2" 18, 55 - - 109 - � _ L - - - a� , A I I - � i •i � 6TREE* L Q� 1'6 _ W L-s SECTION ULE�ARD sA,'8 2 - U NWAINING WALL: Q - R eWER TO GAS. PL 4 I >' POR DESIGN AND - �—Q DRAINAGE DETAILS - Q �I AND GALGULAT IONS. 5 24" G E. PLAN PER zs9 _ - .. T GRANITE BOULDER 73 _ I �•" - - = RAIL ROAD R.O.W. N.T.S. ' 54 �,, z `J Q W SUGAR GUM STREET' 0 N ■ IGNDORNooQ W.V. 4 DAYCRE1tIC -- •?' d � L-b BOULEVARD SIGN WALL 4'-b '`.'. _ a' U SECTION ~"' (ELEVATION) _ 72 a + �' r.:., �I-b' ,r Y DESCRIPTION OF REVISION DATE APPROVED: _' d : 44 58 _ �= — CITY OF RANCHO CUCAMONGA 71 s, r CONSTRUCTION PLAN J T LIMIT LIN FOR ." 2 _b V-b" ,' i ■I„ I I I ■ I I I NOSC,�oF DAYCREEK BLVD. & VICTORIA PARK LANE z,. � I I IIIA ♦ o � ►oc MATCHLINE SEE ABOVE B MATCHLINE SEE ABOVE 'C' ~`,`��� Z�az '`` cy TRACT 16081 & TRACT 16164 * APPROVED BY DATE: CITY ENGINEER RCE NO 24953 DESIGN RECO DED F OF CA`��p SS - SEE SHEET L-4 FOR CONSTRUCTION NOTES DRAWN }S I T e S C A P e SHEE Lo"dsc°p. ,A.U.b,....." a.n w-sm OF SEE SHEET L-5 FOR CONSTRUCTION DETAILSmomMM "�"" °n tea `" '.- L-3 15 _. CHECKED t p'°""'^9 """""—'"—''"' DRAWING N0. D 30' so' SS DATE: 5 10 02 RLA: 2782 1757 - L SHEET �OF CONSTRUCTION NOTES 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to the attention of the City Inspector. 2. See grading plans for vertical control. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement V of said utilities. >> EXPANSION JOINT (TYP.) Ql > O 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown SES SCHEDULE L-5 - - obstructions and/or grade differences exist that may not have been known during design. Such Crllrp.) conditions shall be immediately g P brought to the attention of the Landscape Architect and City Inspector. The Contractor shall assume full responsibility for all revisions due to a failure to give such notification. Sf DEUJALIC PES' G.E. PLANS SEE SCHEDULE 0 1m' (TZ'P•) 5. Contractor shall be responsible for any coordinating with other sub-contractors and City Inspector as required to accomplish construction operations. 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and sharp transitions. (SEE SCHEDULE) O 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where applicable. All forms must be inspected and approved by the City Inspector prior to beginning gp that phase of the work. ' 1 r 8. All concrete flatwork to be 4" minimum thickness and located as shown. Concrete vttill be of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and 2 ;RAIL FENCE ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. L-5 Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete El {; ; # . . that has been pretempered by water or cement after concrete has partially hardened, is not acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive strength of concrete shall be made in accordance with ACI 301 to verifythat it meets design 8n requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated d by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in PAVING FINISH accordance with ACI 301. i p y j E.c. SCHEDULE 9. All walks shall be 4„ thick concrete with a med. broom finish. Install expansion joints at RAIL FENCE PILASTEi? r - 12 o.c. and at comers; scorelines at 6 o.c. or as shown on lans and in accorda rnnce with all local codes. O E . Integral colored concrete, color Earth Brown w/ p L-5 (6 TOTAL) P.A P.A. �% seeded aggregate finish. 10. Contractor shall coordinate irrigation and li htin sleeve locations under awed areas as required. lighting P eq O Refer to appropriate plans.Integral colored concrete band, color "Russet” _ w/ light broom finish. Ph ....... 11 " 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation 9 DECOi�ATf 1IE Evil 111IN111 unless shall take precedence. ' O3 Integral colored concrete squares, color Russet EQ EQ CO�P3LE ROCK w/light sandblast finish. L-5 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade 24" GUIDE SANDS-TYP. (SEE SCHEDULE)0 ��a� CATCH gaslN PM GIVtI, ENG. - <TYP.) .44 Integral colored handicapped ramp, color"Earth preparation per the soils report. ST. I"'P P4'4^'s - Brown". Finish per city std. Ramps based on 8" 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, � - curb height per review and approval of City fY Pr J � g Traffic Dept. etc. for all hardscape paving, wall footings, etc. PILASTERS SHOt,UN, TO 5E LOCATED • � - _ S I DEWAL< PER G.E. PLANS OUTSIDE OF EXISTING SWALE � I � —^ 14. For masonry and wood construction notes, if any, refer to separate list of requirements within this package. Notes: ' Integral color concrete to be provided by L.M. r Scofield Co. os Affvovea O'� PSC_ LX*ks i14SI;Sa0K IF THERE IS A CONFLICT BETWEEN THESE CONSTRUCTION NOTES AND THE Contractor to provide a 4'x4' sample of each (Pw`Y GREEN BOOK SPECS. THEN THE GREEN BOOK SPECS. SUPERCEDE THESE _ color and finish to city for review and approval CONSTRUCTION NOTES. at least 10 days prior to placement. City reserves right to change colors. Conc. color samples to be approved by Laura Bonaccorsi in the Engineering Division, AND Nancy Fong in the Planning Division, IN CW:YUQCrL0fJ WITH �+�� ► . CoL.OP_ is To M0,TLH PtEVIOUS I NST4U--`NT(0F3 S 45 CONSTRUCTION ENLARGEMENT SCALE o lo' 20' t, 0 0 0 DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA CONSTRUCTION PLAN 10 SCALE o�jNDSC4pE DAYCREEK BLVD. & VICTORIA PARK LANE '�o �► r o f N+ �'�c yl� 2782 C. TRACT 16081 & TRACT 16164 APPROVED BY : DATE: V, 2 co - CITY ENGINEER RCE N0 24953 '4lF CA`��OQ� DESIGN RE DED or SS + DRAWN {� 1 T e S C A P 1' S SHEET Landscape aM r.&W_Ramos p,.)ft*-n 1 MM Archlteeture ""` '�"� L— QF MnT CHECKED t PIa^n'n9 ""•ftw """•°" DRAWING N0. Ss DATE: 5 10 02 RLA: 2782 1 75 7 -L- SHEET l9 OF 32" O PRE CAST CONCRETE CAP #APC26J AVAILABLE SIGN WALL PILASTER (2 TOTAL) BY OTHERS. 24" FROM SAN DIEGO PRE CAST CONCRETE, INC. RIVER ROCK VENEER ON PERIMETER 16" CAP°TO HAVE LIGHT SANDBLAST FINISH PRECAST CONC. CAP WALL FACE. SPECIFIED BY OTHERS. i IRRIGATION LEGEND LOSS CALCULATIONSSYMBOL. MFG. MODEL. NO. DESCRIPTON RAD. GPM PSI SYMBOL MFG. MODEL NO. DESCRIPTON RPRESSURE GPM PSI SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI RAINBIRD 1812-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 O AUTOMATIC CONTROLLER LOCATION-SEE CONTROLLER NOTE. WATER METER 'A' & 'B' 2" 4 RAINBIRD 1812-SAM-PRS-5HALF SPRAY HEAD 5' .20 30 a RAINBIRD 1812-SAM-PRS-15EST END SPRAY 4 x 15' .61 30 ❑m* RAINBIRD 1812-SAM-PRS-6-VAN ADJUSTABLE ARCH HEAD 6' .37-1.10 30 ■ RAINBIRD 1812-SAM-PRS-I SSST SIDE SPRAY 4 x 30' 1.21 30 ELEVATION zone 3 RAINBIRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 ® RAINBIRD 1806-SAM-PRS-5CST-B BUBBLER 2.5' .5 30 8 MASTER VALVE-2"SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAM GLOBE VALVE. STATIC PRESSURE HIGH 115 PSI LOW 105 P.S.I. • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 1� CALSENSE FM-150 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. SOURCE OF INFORMATION RUSSELL SIL VA 0 CCWA 0 RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES OR'VAN'VARIABLE ARC D Oil* RAINBIRD 1812-SAM-PRS-8-VAN ADJUSTABLE ARCH HEAD 8' .72-1.55 30 NOZZLE TO AVOID OVERSPRAY AND ENSURE FULL COVERAGE. ® PRESSURE REGULATOR 2"-WILKENS 500 SERIES OR EQUAL. PHONE NUMBER (909) 987-2591 b RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. PVC SCH 40 LATERAL LINE- 12"COVER IN PLANTING AREAS, DATE OF INFORMATION 05/07/02 O RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 c 24"COVER UNDER PAVING.-SIZES INDICATED. 0 RATNBTRD 1812-SAM-PRS-12F FULL SPRAY HEAD 12' 2.60 30 ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25/o OF THE LISTED SPRAY PATTERN H.G.L. MEAN ELEVATION N/A (REQUIRED IF STATIC e (06* RAINBIRD 1812-SAM-PRS-I2-VAN ADJUSTABLE ARCH HEAD 12' .65-1.95 30 WILL REQUIRE RAINBIRD PCS SCREENS. - - PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2"OR LARGER- 18"COVER PRESSURE IS UNKNOWN) 6 RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. IN PLANTING AREAS,24"COVER UNDER PAVING-SIZES INDICATED. WATER METER ELEVATION 78.67 0 RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 - PVC SCH 40 WIRE SLEEVE-SIZE AND LOCATION AS NOTED. 8.83 X .433 = +3.8 O RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 GATE VALVES 11/2"AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. 0(b* RAINBIRD 1812-SAM-PRS-15-VAN ADJUSTABLE ARCH HEAD 15' .92-2.78 30 GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. ____ _ = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA.OF PIPE OR AS NOTED-PROVIDE REMOTE CONTROL VALVE # A112 & B/3 SIZE 1 112- RAINBIRD /2" SLEEVE UNDER ANY PAVING OR COBBLE STONE THAT EXCEEDS 4'WIDE. Run 2 valves simultoneousl RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 � RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE ( ) Y V RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 IN A CARSON VALVE BOX. INDICATES STATION NUMBER MAXIMUM DEMAND 77 G.P.M. RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 ❑M WATER METER-FOR LOCATION REFER TO PLAN. PRESSURE VERIFIED ON 5/07/02 x X= INDICATES CONTROLLER ELEVATION OF HIGHEST HEAD 88.48 * RAINBIRD 1806-SAM-PRS-8-VAN ADJUSTABLE ARCH HEAD 8' .72-1.55 30 CCWD (909)987-2591 RUSSELL OR CARLOS IN ENGINEERING DEPT. b&-L- INDICATES GPM b RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 QBACKFLOW DEVICE-2"FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE- INDICATES VALVE SIZE 7 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 RAINBIRD 1806-SAM-PRS-l2F FULL SPRAY HEAD 12' 2.60 30 (LOCATE IN A STRONG BOX SBBC�S-AL.) VERIFY SIZE OF ENCLOSURE PRIOR TO SQ.FOOTAGE OF AREA SERVED V�* RAINBIRD 1806-SAM-PRS-I2-VAN ADJUSTABLE ARCH HEAD 12' .65-1.95 30 PURCHASE OR INSTALLATION. QTY. SIZE ITEM P.S.I. LOSS RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 2" WATER METER 4.9 V RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 0 RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 2" PRESS. REG. (FALL-OFF) 1.2 V+* RAINBIRD 1806-SAM-PRS-IS-VAN ADJUSTABLE ARCH HEAD 15' .92-2.78 30 2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER 1.2 2" MASTER VALVE 2.0 NOTE : 2112- GATE S 1.4 1560' 21/2" MAIN LINE7.96 CONTRACTOR TO PULL (1) 'LABELED' COMMON�WIRE AND (2) 'LABELED' 11/2" R.C.V. ASSEMBLY 3.3 CONTROL WIRES TO THIS AREA. LOCATE W/ 36 LOOP IN A VALVE BOX. 40' 3/4" LATERAL LINE LOSS 1.2 ADD (1) ORANGE WIRE TO THE FARTHEST REMOTE CONTROL VALVE 15' 1 Of LATERAL LINE LOSS .55 IN EACH DIRECTION. 11 75' 1 1/4" LATERAL LINE LOSS 1.4 Ib A 10' 2" LATERAL LINE LOSS . 11 _ 1 �I 15� 2/3S39 FITTING LOSS (109) .32 /-8\A ' ( +9' UPSTREAM ) ELEVATION CHANGE (+/-) +3.8 PL000 CONTROL 11 A 14 A 11,2' A0 11'/2, 25 1% Zb 1b5��'eft 11/21, 8 11/21, 311 11/211 .3,11 - 1� C+4ANNEL PER 1/_1138 \L2/37 12b SgTt 25sq.ftVICTORIA PARK LANE 15�,.q.ft 1b23aq.ft ta92.a.ft �L TOTAL PRESSURE LOSSES. 41.34 C.E. PLANS 13 A ZmSte ft 2129ea.ft s�,° 1,, " 3e •"� 191mbq•ft q 2,�, _ 2W' PRESSURE TO OPERATE HEADS: 30 WltlC6L�+A -� 15796q.ft __ -� �� 1„ * Z 1. 2. Z Z 2„ 2 --_ '/4 1/_ ' ` �," I„ 4 4 %„ 4 * 4 _ TOTAL PRESSURE REQUIRED: 71.34 12 A �� = ai / a,1 A a, a, a, a, a/ 4 a, ., , � 4 ai PERG�P�.aNb /2" 33 �� =__ �� �� a 4 �/ il �„ ,/` �" �,' M�M LOWEST STATIC PRESSURE AVAILABLE. 105 E.,., t453eq.ft " z, �/< ,,< a,4 11/7" S/4 1/4 I,,�, N ® ,/� 11,a ''` 1« 1 , `.� W SET REGULATOR ®: 85 ___=_- ,per /�______� 4•. 1 RESIDUAL WATER PR11/4 ESSURE. +33.66 3/4 '/< 1 I i/7 �_2"1 a ,/a a4 ® v _ 11/' ® I1� a/a \® ,/a ' 1/a ,� / a4 a '/ ,�< ' 1�`II �/ '/4 a` /4 a'4 1,,= * IRtbLRVt 1 _ a3/4 1/7" % a 1" -- ------- W CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20 PSI ,, , aia* ,< '< , + I,'• 4 , .,,y p V'7AK 77-/C� U ,/< a,4 11/< 11/4 11,4 I I/ 4 ,` ,/ < 1 l a /< / I < / a �Q�55vi2E REGULATOR SNq(,C, dE .BETE 7b P/� a , �/ G; ,S NOT L1GY� SS a a/ , 3/ a J/4 a a < REG�irCEO RAS/Ocl/}L P2ESSu2� �C,gNCc�_ • s aa /< �/ I° I" �/ a aj< /t < aj< /< /< aj4 4 /4 «� -- a- - - a a/ * %f/E RES/011A( -_ - - '4 wi w w w w w w w w w w w w w w w wl wl w w w w w w w w w w w w w w w w w w w w w w , 1 - PROJECT LIMIT LINE p x4f� 4 I• -INGRESS/ EGRi� 1 • • i YA PER CA. PLANE _ I I 1 ROJECT LIMIT Ll � • PER G.E. PLANE I 1 1! 1 - 5 4 1WA -E LocATioN SWT S'�T /�V4[./Zf�J 4T 7-1,me of ���voscapE ����a�a� . syou�o SG✓ALE �0�.,7,0..� W - SHEET KEY /5E iWT li/9 LC--ADJAG�NT �DTus T�RRI�ATio�.1 ACCO J! iIN o To TIME oiaEC77or.� of PuBc�c c�,b�e�cs iysp�cro� ' L-2, L-4, � � � � L_1 VI _ - _ jA PARK POINT OF CONNECTION : A & B L-3, L-7, INSTALL A 2" (POTABLE) WATER METER - SEE CIVIL PLAN FOR LOCATION. T - - - - J L-10, L-12 INSTALL A 2" FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. PRESSURE REGULATOR TO BE SET @ 85 PSI . COORDINATE THESE LOCATIONS WITH CITY INSPECTOR. AVAILABLE PRESSURE : 115-105 PSI DESIGN PRESSURE : 71.3 PSI MAXIMUM DEMAND : 77 GPM Run (2) valves simultaneously (one for each system) WATER METER : 79.31 ELEV. HIGHEST HEAD SERVED : 88.48 ELEV. I I WATER METER - PRESSURE VERIFIED ON 5/07/02 CCWD (909)987-2591 RUSSELL OR CARLOS IN ENGINEERING DEPT. # 71 ». W RAIL ROAD R.O.W. N.T.S. W I A _ 1 p b4leq.ft 1" 3 5 A m A '�' 1i3 � 32 I/�' 3b 1/3' 3Z 1m3s f G 37 4 A I A r ,q A 1" 15 q k O - G b A 1 A 1996sq.ft 1bm9e it 1'/i' 39 1'z" 35 1'/=" 39 1�/2" 38 �94eq.ft 1382eq.ft 119beq.ft� w� 1/i" 38 2b q 1852eq.ft 13b1eq.ft 16A%q.Pt 1982eq.ft Ti„ 192meq.ft 119msq.ft I,,. VICT A PA LA -.e z�« �� Q / /4 I - IV 1'1A El W - a, �'/ '�a ` '4 4 4 '1° I a * a a '1/ a / / � as I *,,4 •Y a 37_"o i 7 aell i a 1 1 4 4 a/ '< W 1'I ' /7 ' II a V t 1 a • 1" i/a < 1 n L. a/< a/4 1 /4 V 1 * II a/< I' /a a/ / ,/ I/a I I 1 I�_ ` * /4 I ,/` , /` ,/ I I/`1" * 11',4 a I� ` i a' V. V , a4 ai ai 1 11/2' a/a '/a S/< a, a .cs - J 'a a a a I M.,u.. - ,4 a . ,� , a ,` DESCRIPTION OF REVISION DATE cITY l * 1 T � / I %z I .� • '�a a % { _-� 1-41, �• APPROVED: AD��ifONAI H�hC�� Y 8G 4�E131)tREO WMR lull Y►NTE 9e E� I I _ rte► II s ' = SCALE NOTE p,.4r4-r fVATERlAL,5 mb.Y tN-f �T s�ca`f QIP-ITFRNS. I *\ '/• '' I 1 I I „_ , CITY OF RANCHO CUCAMONGA U le * JECT LIMIT L I I 1 * MATCHLINE SEE SHEET L- 7 THIS PLAN IS SHOWN AT 1 -30 � 7 1 H - 1 1 � 1 99 1 9,8 1 9 ` I 96 J LOCATE B.F. ADJACENT TO WALL IRRIGATION PLAN 101 J DIAGRAM FOR P.O.C. G Q' CONTROLLER NOTE : 'A'&'B' A I �� ��ANDSC,I�f c DAYCREEK BLVD. & VICTORIA PARK LANE O SYSTEMA �� 9 IL roc �* MASTER CONTROLLER 'A' TO BE A CALSENSE ET2000 -24-LR/RR,TP 1-TP 110 W/LR ��`� 2782 TRACT 16081 & TRACT 16164 DOME ANTENNA . LOCATE IN A STRONGBOX ENCLOSURE /?�� (SB-24-SS/120v) , LOCATE AWAY FROM VIEWS. CONTRACTOR TO PROVIDE M aAPPROVED BY 1lOV CONTINUOUS POWER. METER-� s,n" = : o CITY ENGINEER . ,,�- �.�(�.•t� ��(,,L-cSC� DATE: � PRESSURE REGULATOR RCE N0249-5-3 SLAVE CONTROLLER B TO BE A CALSENCE ET2000 -24-LR/RR,TPI-TP 110 W/LR DESIGN REC LADED DOME. LOCATE IN A STRONGBOX ENCLOSURE (SB-24-SS). BACKFLOW DEVICE O SYSTEM'B' F OF CA1-��` SS FLOW SENSOR DRAWN LINK CONTROLLERS WITH A PAIGE 7171D COMMUNICATION CABLE. MASTER VALVE M ,, .-.._ .- i I T c s c w P c � SHEE VERIFY LOCATIONS WITH CITY INSPECTOR. a M Londweap """'`'"" -6 OF 1 5 Archthiefure « SEE SHEET L-8 FOR IRRIGATION DETAILS & NOTES CHECKED t Planning -�~�- - M- DRAWING NO. 0 30' so' SS DATE: 5 10 02 RLA: 2782 1757-L SHEET _43-1017 IRRIGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI RAINBIRD 1812-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 4 RAINBIRD 1812-SAM-PRS-5H HALF SPRAY BEAD 5' .20 30 11 RAINBIRD 1812-SAM-PRS-I5EST END SPRAY 4 z 15' .61 30 ❑m* RAINBIRD 1812-SAM-PRS-6-VAN ADJUSTABLE ARCH HEAD 6 .37-1.10 30 ■ RAINBIRD 1812-SAM-PRS-I5SST SIDE SPRAY 4 z 30' 1.21 30 ♦ RAINBIRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 ® RAINBIRD 1806-SAM-PRS-5CST-B BUBBLER 2.5' .5 30 • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 0 RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES OR'VAN VARIABLE ARC 04* RAINBIRD 1812-SAM-PRS-8-VAN ADJUSTABLE ARCH HEAD 8' .72-1.55 30 NOZZLE TO AVOID OVERSPRAY AND ENSURE FULL COVERAGE. d RAINBIRD 1812-SAM-PRS-12Q QUARTER SPRAY HEAD 12' .65 30 THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. 0 RAINBIRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 0 RAINBIRD 1812-SAM-PRS-12F FULL SPRAY HEAD 12' 2.60 30 ANY HEADS THAT NEED A REDUCTION OF MORE THAN 25%OF THE LISTED SPRAY PATTERN MATCHLINE SEE BELOW 'B' Ob* RAINBIRD 1812-SAM-PRS-I2-VAN ADJUSTABLE ARCH HEAD 12' .65-1.95 30 WILL REQUIRE RAINBIRD PCS SCREENS. MATCHLINESEE SHEET L-6 b RAINBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 � � � � � � � -, `.Ih � � � 0 RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 ►� GATE VALVES 11/2"AND SMALLER -NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. � i • GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. .t, tt ,` � • � it Ob* RATNBIRD 1812-SAM-PRS-I5-VAN ADJUSTABLE ARCH HEAD 15' .92-2.78 30 RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE v RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 IN A CARSON VALVE BOX. , T RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 a WATER METER-FOR LOCATION REFER TO PLAN. PRESSURE VERIFIED ON 05/07/02 r ''•" * RAINBIRD 1806-SAM-PRS-8-VAN ADJUSTABLE ARCH HEAD 8' .72-1.55 30 CCWD (909)987-2591 RUSSELL OR CARLOS IN ENGINEERING DEPT. 113 RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 12' 65 30 y J � RAINBIRD 1806-SAM-PRS- HALF SPRAY HEAD 12' 1.30 30 BACKFLOW DEVICE-2"FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE- '�" * i'ti 70 (LOCATE IN A STRONG BOX SBBC-45-AL.) VERIFY SIZE OF ENCLOSURE PRIOR TO * RAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD 12' 2.60 30 PURCHASE OR INSTALLATION. ,•„ v�* RAINBIRD 1806-SAM-PRS-I2-VAN ADJUSTABLE ARCH HEAD 12' .65-1.95 30 ry ''• RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 O * p RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 AUTOMATIC CONTROLLER LOCATTON-SEE CONTROLLER NOTE. k � * r 0 RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 I„ V+* RAINBIRD 1806-SAM-PRS-I5-VAN ADJUSTABLE ARCH HEAD 15' ' 92-2.78 30 © MASTER VALVE-2"SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAM GLOBE VALVE. * * CALSENSE FM-150 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. PRESSURE REGULATOR 2"-WILKENS 500 SERIES OR EQUAL. PVC SCH 40 LATERAL LINE- 12"COVER IN PLANTING AREAS, 5bbeq ft *' 112 �-' # , 69 24„COVER UNDER PAVING. - SIZES INDICATED. f * PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2"OR LARGER- 18"COVER * IN PLANTING AREAS,24"COVER UNDER PAVING-SIZES INDICATED. PVC SCH 40 WIRE SLEEVE-SIZE AND LOCATION AS NOTED. PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA.OF PIPE OR AS NOTED-PROVIDE MATCHLINE SEE BELOW 'C' Ft 2 yJ SLEEVE UNDER ANY PAVING OR COBBLE STONE THAT EXCEEDS 4'WIDE. * ,3 5 3425 eq ft I I I I I INDICATES STATION NUMBER X (K' INDICATES CONTROLLER ��m eq ft >k br►� INDICATES GPM 111 i' D 68 / /• D f INDICATES VALVE SIZE 1.40960' Ft }. I SQ.FOOTAGE OF AREA SERVED 1 z�„ ,,4 * 1838 eq ft ,• ,•, 526 eq ft ` Q I I, L. 892 eca Ft 67 4.. 110 � „b, eq ft W 56 z,. ,* is �4133 � 5 D I 1� III r 942 eq ft 8 SHEET KEY 18 .' ,. 66 „mseq ft 55 '• 13 L-2, L-4, 109 , . /. 21q L-6' L-9' VI PARKIV g 9�4 a ft _ - W •, L-3, L-7, L-10, L-12 65,,• Q � b58eaFt - _ i _I_ N-1 0 • c 0 73 '44" 54 ,� 1 II SUGAR GUM STREET,1 : u `-' RAIL ROAD R.O.W. N.T.S. I,,• 4 , , � 7„ L, I" 2.. III Im ` ,3'15 eq ft "o I I 2b1 eq ft 72 e0­4 114 1" 14 6 DK0 ''• 953aq ft IIS=.I 28 , * 802 eq ft c)I �k 'n * 1.4 13 b/• 1 * 5 3 G O 71 ,.,. ,24 .q ft * c7 c J T LIM117L71Nt� - DESCRIPTION OF REVISION DATE CITY APPROVED: % CITY OF RANCHO CUCAMONGA MATCHLINE SEE ABOVE 'C' MATCHLINE SEE ABOVE 'B' IRRIGATION PLAN FOR DAYCREEK BLVD. & VICTORIA PARK LANE ����ANDSC4'E TRACT 16081 & TRACT 16164 2782 n y�� APPROVED BY : ' ' DATE: 4 CITY ENGINEER RCE NO 24953 DESIGN RE DED Unt 04for- Ss DRAWN 1 T e C A P [ I SHEE Lund,cap. ,n.,r w«.....,.. po)n+.0',. 1 MM Archlte&ure •••,• FM �'•M L-7 OF SEE SHEET L-8 FOR IRRIGATION DETAILS & NOTES ""' GA ml CHECKED t Pl°n^t^q """`""" •°' DRAWING N0. 0 30 60' SS DATE: 5 10 02 RLA: 2782 17 57- L SHEET 3 2 OF BRASS WYE STRAINER STRONG BOX SWC45-AL WITH 60 MESH STAND ALONE CONTROLLER WTTH ANTENNA ENCLOSURE MONEL SCREEN BACKFLOW PREVENrER � o HAROSCAPING(SEE NOTE 4) IRRIGATION NOTES LR DOME ANTENNA PORT ASSEMBLY EPDXY FILLED LOCATED g m ►,I; r,: 'P,.".` OUTSIDE OF BOX NIPPLE-TYPICAL Z s,3''�` i� � : 'i` <` New water meter(size per plan), as provided by CCV11), is required at all points of connection. The contractor shall make INSTALLATION COAXIAL CAM f _ _ _ _ _ _ _ _ _ - (4)PLACES - � ROUND PLASTIC VALVE BOX ec = _ _ = arrangements and pay all costs for the installation of a new water meter. Contract the Cucamonga County Water District for PER CITY AND CALSENSE ±1; ; , Ili a COVER ETCHED "IRRIGATION GATE" costs and installation procedures. REPRESENTATIVE tt'+ ,_ I I (CARSON OR EQUAL) i-III I I-I I -III- f l '} CALSENSE CONTROLLER, NIPPLE ? I I MODEL NO. PER PLANS I I -) III-III- Typical points of connection consist of a new water meter,followed by a backflow preventeT device,followed by a pressure < n FINISH GRADE 6'THICK X 12'WIDE _ _ regulator or m (if required), by {> I -III gr pump(' regti ),followed a flow meter,followed by a mater valve. All equipment sized per plan. Install all INSTALL CA _= INSTNJ.CONDIRETTE W/ LWON 0 I I r CONCRETE PAD(LENGTH VARIES I=I III equipment per city standards and specifications. Manufacturers'recommendations and local codes. Actual location of the TPI 10 DEEP WP'J'BOX PER SiZE1MANUFACTUREN - CLEAN BACKFILL - SEE equipment to be as directed on site by a representative of the city. _z - PRESSURE REGULATOR I io I SLOPE TO DRAIN AT MINIMUM 2% -III - SPECS. FOR MATERIAL. CALSENSE HARNESS BALL VALVE - 1/2. OR SMALLER WITH - 90% COMPACTION REQUIRED 120 VOLT DUPLEX SEE LEGEND FOR MODEL I I STAINLESS STEEL HANDLE I-I I I Backflow prevention device is to be installed parallel to the street and screened with shrubs whenever possible. OUTLET(GFFI) NO.AND BRAND. 12"1 FINISH GRADE N { I PVC SLEEVE RESILIENT WEDGE - 2" OR LARGER WITH -III I I- The lest is diagrammatic,all n valves,etc.shown within V ATE VALVE 2•' OPERATING NUT - k PROVIDE 6" MIN. OF SAND !3n �m piping, paved areas are for design clarification only and shall be RESET • • i REOUIREO FOR z EPDXY COATED - BEDDING AND SHADDING installed in planting areas whenever possible. Avoid any conflicts between the sprinkler system,walls,streetlights,sidewalk, PIPE THROUGH• { 1 I- CONCRETE PAD VALVE III I (� utility lines and equipment,and architectural features. TRATPRO'IECTIONBOARD - - {i . . . T _NIPPLE-TYPICAL - _ -I I I . . . . . I I=1 Contractractor shall verify all conditions and dimensions shown on plans at the site prior to commencement of any work. All T` FROM WATER SOUR C�) (- y - _ _ discrepancies shall be reported for direction immediately to the city. (2) PLACES -III-I III= _ -1 3" 3" _ CONTROL MARE SLEEVE - °D -1 kil -` 9076 COMPACTION I'T-� _ SCH 40 PVC,MALE I=III •.• . . SIZE PER PLAN INSTALL The contractor shall familiarize himself/herself with all underground utilities,pipes and structures,and shall take sole ' j _ REOl1IRED ' ' lli ADAPTOR - ADJACENT TO PRESSURE responsibilities for the repair/replacement,at no cost to the city,for any damage of said underground facilities. -;i�I I •,. ,,_ - I I i I I I I SUPPLY UNE ENCLOSURE MOUNT - _ � - I _ - _ - When vertical obstructions fm hydrants,street lights,trees etc. interfere with the pattern of the sprinkler heads so as to TO METER {Iif I FLOW I I-I ( Y ) P P s I { - -i l- _ -1 -) - PRESSURE SUPPLY LINE 1-1� I -III-III-f I I SLEEVE - SIZE TWICE prevent proper coverage,the irrigation contractor shall field adjust the sprinkler system by installing a quarter circle or half circle I I .• .. 11= . - o.oe o•.o;. I I-1 =III- I=I I i- NOTES: I_ UNE TO SYSTEMS i _I I -I� ao o ao I _ DIAMETER OF PRESSURE sprinkler head on each side of the obstruction.So as to provide proper coverage. All adjustments shall be made at no additional 1. INSTALL CONTROLLER PER mm PRINTED IE.ST14t1lTT m AND PER LOCAL -i I=L(=1 a• a o . �- I I-� 6- T,I,, SUPPLY UNE cost to the city. N CODES. LOCATION TO BE APPROVED FIELD BY THE CITY INSPECTOR CONCRETE THRUST BLOCK ELBOW -I I 1=1 I I aq u III-I PRIOR TO CONSTRUCTION. PER CCWD STANDARDS TYPICAL(4) PLACES �.o 1• NON-PRESSURE LATERAL Install one(1)spare orange wire along the entire length of the mainline to the farthest remote control valve(RCV)on each 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN =I 1-III a �'• 1-I LINE SLEEVE - SIZE TWICE SEQUENCE OF REMOTE CONTROL VALVES. RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY �IE - -I I I-I I branch. Pigtail each orange wire at the enclosure. Install terminal strips in enclosure for irrigation wiring I RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH WATER DISTRICT STANDARDS. CONTRACTOR SHALL VERIFY WITH =1 =1 =1 =1 1-1 DIAMETER OF NON-PRESSURE NOTES: LATERAL UNE BRANCH OF THE MAINUJE FOR FUTURE USE. PIGTAIL EACH ORANGE CCWD PRIOR TO CONSTRUCTION. 1. ALL SLEEVES TO BE SCH 40 PVC. Irrigation system is based upon a maximum of 3 inches of water per week(turf)and 2 inches of water per week(ground WIRE AT THE ENCLOSURE. 3/4" WASHED CRUSHED 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. cover/shrubs)applied for 8 hours a nighV5 days a week between the hours of 9:00P.M.to 5:00 A.M.only one valve per 4. COMMON WIRE TO BE WHRE AND CONTROL WIRE TO BE RED N COLOR. NOTES: AGGREGATE BASE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. controller shallto at a time.(Note:not needed with a dripstem.) 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 1. I16TALL PER LOCAL CODES. NOTES: 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY °� �' CONTROL VALVES. 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'FROM ANY 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. QUIThe system is designed for the minimum operating sure as shown at each int of connection. The maximum demand of 6.LR DOME ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO STRUCTURES OR HARDSCAPING. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. STD. TU 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW Y gn P� g PTS point AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 3. WHEN UNIT IS NEXT TO A STRUCTURE O.E.WALL,BUILDING,ETC.) 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. STRl1CTURAI SFCTIONI. gallons per minute is h specified. The irrigation contractor shall verify the available water pressure at the site prior to the start 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. of installation. Any changes shall be brought to the attention of the city. SYSTEM PRIOR TO ACCEPTANCE. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7.ALL ELECTRIAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 5, ORIENT UNIT WITH SHRUEL TOBS STREET. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND Automatic controller to be a Calsense ET-2000-8-LR-TP- with LR dome anterma rt installed within a strongbox 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. Po Rb 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF (SB)24SS/120 volt controller/electrical enclosure. Mount the antenna port(epoxy-filled)on top of the enclosure per manufacturer DISIMILAR METALS. specifications and attach coaxial cable. System shall be operational prior to the city's acceptance. Actual location of the enclosure USE THE LATEST CITY STD. DETAIL 7. VALVE PER STD.518 REOUIREDC BEFORE BACKFLOW PREVENTER to be directed by a representative of the city. WMEN MAINLINE IS TOR LARGER. The contractor shallsupply the conduit needed for the conductors and shall be responsible for the power hook-up for the 1 CONTROLLER-STD.5 24 2 BACKFLOW PREVENTER -STD.517 3 GATE VALVE -STD.518 4) TYP. SLEEVING-STD.5 3 3 irrigation controller,electrical conductors and meter to be provided by SCE,coordinated and paid for by the developer. TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS SCH 40 PVC MALE ADAPTOR PLASTIC VALVE BOX&COVER: STRUCTURE OR _ SCH 80 PVC UNION ETCHI D-=(CARSON OR�-} HAR0.�iC'APINQ SONNET OR OR EQUAL"SNAP-TETE" WATERPROOF BRASS OR PVC NIPPLE CONNECTORS OR EQUAL AT GRADE IN LAWN AREAS i'MIN. WIRE SERVICE LOOP (LOOP ELECTRIC CONTROL VALVE 3'ABOVE(TRADE IN SHRUBENOUGH WIRE TO EXTEND WIRE S PLASTIC VALVE BOX AND dROUNDCOVEA AREAS 18• MAX. BUNDLE 6" ABOVE GRADE) MARKED "IRRIGATION RCV" (CARSON OR EQUAL) FWSH GRADE { ETCHED WITH CONTROLLER SOCKING TOP ETCHED "S.B." -III I I=III=III- r AND VALVE SEQUENCE • '.• '.' ►' '. 6" MIN. FINISH GRADE Zy ) 'O z n tAT GRADE IN LAWN AREAS W -III II I I� �OUIIICK3IN PLANTER BEDS CIC)UING VALVE -I�-I I I CLEAN BACKFILL - SEE SIDEWALK R PURPLE - SPECS. FOR MATERIAL. a I-I I I 90% COMPACTION REQUIRED z MOISTURE SENSOR STAIINA.ESS STEEL I -. -III I I= N WHERE REQURED SCREW CBEMINIlW1CLAMP M PLACES Z I-I NON-PRESSURE LATERAL UNE: LVE SCH. 40 SNAKE PIPE IN 3" PI7GE SION 12" X 18" GREEN PLASTIC METER II, I I CRUSHED I TRENCH L " LONG) �4 BOX. CARSON OR EQUAL • g r . • • .• r o 00 Bo AGGREGATE BASE ' -III PRESSURE SUPPLY LINE: FLOW VN •fl (=I SCH. 4o/CL 315 SNAKE b 3 •PIPE IN TRENCH_ ED •e��•r•r .° �• • ►� ,.r -III I I-I I o o z Q! CRUSHED AGGREGATE SCH 40 BRASS NIS�_ \ -I I I= CONTROL WIRES - BUNDLE oo:Q •�'w:p o b SCH 40 BRASS NIPPLE I=I I I _ _ N _ _ _ I=I I INSTALLPADJACENT OTOD o- p SCH 80 PVC NIPPLE �4'LONG -I I II I I II I I I I 1 I= I_I I I PRESSURE SUPPLY LINE CONTROL & COMMON WIRES I -III-i I I-III- _ , 11=1 6" TYP - PROVIDE 8" MIN. OF SAND BEDDING AND SHADDING - ' Z24VOLT WIRES. TAPED AND SCH SO PUC W SCH 40 BRASS W ELL BUNDLED AT 15 FT. INTERVALS BRASS NIPPLE STREET ELL 2 CU. FT. PEA GRAVEL SCH 40 PVC SXSXT TEE PRESSURE SUPPLY SCH 40 BRASS 90s NOTE: PRESSURE SUPPLY LINE UNE FITTING STREET ELL 1. PIGTAIL AND LOOP CONTROL MARE AT 90' CHANGES IN DIRECTION. NOTES: SUPPLY LINE 4 IREW STAKE 2. PRESSURE SUPPLY UNE: 2 1/2" AND SMALLER 18" MIN. DEPTH 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 4'LONG} 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 2 3" AND LARGER 24" MIN. DEPTH 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. PUtC A +(7(�r+REGATE PRIOR TO INSTALLATION OF VALVE BOX. 5 TYP. TRENCHING-STD.532 6 CONTROL VALVE-STD.520 7 QUICK COUPLER -STD.535 8 24v SPLICE BOX-STD.540 POP-UP TURF HEAD BODY SET li) P.O.C. DIAGRAM 1/4" ABOVE FINISH GRADE M FINISH GRADE WHITE O F SYSTEMA' BLUE A P IAVIR Q MUL04 rf+Or ar�>s rrpp�Oor�aT TO �j MULCH TO TAPER AWAY FROM HEAD 4r ABOVE serer+~F MULCH EPDXY FILLED WATERPROOF M 3 Q ;_ RED CONNECTOR OR EQUAL METER�J I� { .Xefea t3i<icss c`�iSE'ic des �Jr Fwll�fliR140E BLACK 21/2" PIG TAIL EXPANSION PRESSURE REGULATOR OO Q {( III( LI-i7I IRRIGATION CONTROLLER LOOP (MIN 24• LONG) , Tl I BACKFLOW DEVICE F SYSTEM B' Z PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL FLOW SENSOR Q EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS x er LOCKING LID PLACE AT GRADE INx x MASTER VALVE-� Al SCH 80 PVC NIPPLE TURF AREAS AND 3" ABOVE IN (MINIMUM 2" LONG) PLANT BED. PIG TAIL EXPANSION x DESCRIPTION OF REVISION DATE APPROVED: k SCH 80 NIPPLE - 6' LONG SCH 40 PVC LOOP (MIN.24•' LONG) >c WHITE T X T 90' ELL (COMMON) MARLEX 9Q• STREET ELL OF 14 BLUE CITY OF RANCHO C U C A M O N G A WIRES RED MASTER CONTROL IRRIGATION DETAILS & LEGEND MARLEX 90' ELL atH.ar+lc BLACK VALVE NON-PRESSURE 9asn*FrML F N LATERAL FITTING LATOWFI IM VAWEXb'STPWTRk FLOW METER DIAMETER NON-PRESSURE LATERAL LINE tATEIILINE TIANICAtWKAcaa METER SZEAAE SIZE AS FLOW DAYCREEK BLVD. & VICTORIA PARK LANE All VALVE Aa11COtJM1lD DIAMETER SAME SIZE AS FLOW METER SIZE TRACT 16081 & TRACT 16164 NOTE: IGGIt<H61flr1t3rMt11.wAUf!taNles mss,ttoasn+l►a, APPROVED BY - - DATE 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, APC El OF tAM�1 AND EDGES OF LAWN. Zuse Il ON TAM ONAIL wig THI AOi MINIMUM DISTANCE DOWNSTREAM OF a�T�AANMHWS PR 1411 EIKk0,11IV&�WPFEMM UNINTERRUPTED PIPE W DIAMETER p k k%DSC4p� CITY ENGINEER r ? (.� RCE NO 24953 2. USE TEFLON TAPE ON ALL MALE THREADS. �.�Ao CONK-CTM AT aoTroM aa.rsr onLr O F FLOW METER SIZE) %�t,F� L' �0 t M' �'pC' DESIGN RECOMM DED MINIMUM DISTANCE UPSTREAM OF � 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE h L 2782 `p.P'yiJ, UNINTERRUPTED PIPE (10X DIAMETER v, r'• SS COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. - OF FLOW METER SIZE) DRAWN �� SHEET S 1 T E I C A PEI 4. HEAD CONNECTION AT M IN ONLY. USE THE LATEST CITY STD. DETAII, MM Land-a" �M. �- 15 ...,« 8 OF Archlf�clun rw n sp,: rw� a�,w POP-UP TURF SPRAY-STD.537 1JHI-POP SHRUB SPRAY-STD.539 11 FLOW METER -STD.516 ATF OF cA ��� CHECKED t 5Z1 -�h--"'- --• DRAWING N0. 9 s5 DATE: 5 10 02 KLA: 2782 1757-L-7 . _. -/ -J INGREab/ �sRE88 � PER Com. PLANS 3 9-1 B VICTORIA PARK LANE H 3 e 0 SIZING LEGEND 1 I E15 GALLON 0 Indicate$ pd m PLOOO CONTROL CONCRETE b _ PLANS PLANS PER CA PER DRIVEWAI' 24' BOX B.T.H. oe noted 1 _ CONS om. .E. M [�-Mdfcate$ quantity DRIVEWAY �j„� �-+ndicate• spec.•($$ C PER Gt PLAN �k Denote$ tree$ that an to be tagged by the Landeeape Architect. City to have flnol approval authority. + U , + + + + ti0 N U a a Mai Mai PROJECT LIMIT LINE _ I I . - z i .. ..... .... �ROJECT LIMIT L d 10 goo _ _ - I I 5 4. 3- � zl � Wi — � 1 W VICTORIA Im PARK LANK T O L-6 SECTION 2 3 E p4 _ 5 6 VICTORIA PARK LANE 3 H G w E F 11 W °1 . w r1 — • O . O • p O 0 �i . •. .:r.•=�• . . SHEET KEY W 3 Q L-2' L-4' �. . , L V �N _ 0 6 L , _ I PARKL 1 M4 1 I J ° /i _ I _ ltl� lll , I — w .,. _ L. I I I _ - 1 L-3, L-7, JECT LIMIT LIFE I I I I MATCHLINE SEE SHEET L- 10 r ,_ : ! L-10, L- 12 100 I 99 I 98 I 97 96 � 101 — to RAIL ROAD R.O.W. N.T.S. 0 PLANT LIST A Symbols Botanical Name Common Name Size / Spacing_ Qty_ Symbols Botanical Name Common Name Size / Spacing_ (t.. Q DESCRIPTION OF REVISION DATE CITY A v Pyrus calleryana 'Aristocraf Aristocrat Pear 15 gal. / 25' o.c. 0 E Pinus canariensis Canary Island Pine 15 gal. /2o 16 APPROVED: per plan perplan CITY OF RANCHO CUCAMONGA _ ���� F • '� Liquidambar styraciflua 'Festival' American Sweet Gum 15 gal. /25' 0.c. s PLANTING PLAN (TREES) B Lagerstroemia indica 'Muskogee' Crape Wtle 24" Box /20' o.c. 7 • . •f er lan 4� 13e,v per plan "'r• p p FOR , j 16 FOL 0t •� sol *� DAYCREEK BLVD. & VICTORIA PARK LANE G Brachychiton populneus Bottle Tree 15 gal. /25' o.c. 5 2782 C Washingtonia robusta Mexican Fan Palm 15' B.T.H. / 25' 0 per plan TRACT 16081 & TRACT 16164 per(Skinned & planAPPROVED�� APPROVED BY I . � � DATE: H Koelreuteria paniculata Golden Rain Tree 15 gal. / 35 o.c. 6 rJ+f, �Q CITY ENGINEER RCE NO 24953 prior to delivery) per plan '4l a* O�� •• DESIGN RECO DED D ° Phoenix dactylifera Date Palm 25' B.T.H. 3 OF C. N SS per plan :tL — I + Geijera parviflora Australian Willow 15 gal. /20' o.c. 9 DRAWN S 1 T e C A P e S SHEET pa•RV- RE.p./FfNK It 3 f �.<Lv�Rs"�o�nlcar rNotcA C24p m {enE Z,-f eov mot-r-T�2urJ�` per p an _ . . MM Arohiteet L-9 L 5 NYB121b �ta4`( G2tEK SfRL1ES ONLY Lane+ea ,.r.r..,....,..,.. .M-... 'TUSkEC��� CHECKED t Planning ...."" "U' f DRAWING NO. SEE SHEET L- 11 FOR PLANTING NOTES SEE SHEET L- 13 FOR DETAILS & MULCH NOTE o 30' SS DATE: 5 10 02 RLA: 2782 1757 —L SHEET OF PLANT LIST Symbols Botanical Name Common Name Size / Spacing Qty_ A ° Pyrus calleryana 'Aristocraf Aristocrat Pear 15 gal. /25' o.c. 40 per plan B Lagerstroemia indica 'Muskogee' Crape Myrtle 24" Box /20' o.c. X 0 per plan MATCHLINE SEE SHEET L-9 MATCHLINE SEE BELOW 'B' C Washingtonia robusta Mexican Fan Palm 15' B.T.H. /25' 41 � Iwx"- I mpwq 1 0 ;. Irrm I !! Ilw � I ilNORM l7I per plan 1 (Skinned & cleaned prior to delivery) D G Phoenix dactylifera Date Palm 25B.T.H. 0 10 per plan 113 18 70 $ Dai-eR�c E Pinus canariensis Canary Island Pine 15 gal. / 25' o.c. 0 �-$ 15OULEVARD per plan e6rTION 1 F D Liquidambar styraciflua 'Festival' American Sweet Gum 15 gal. /25' o.c. 0 ° � per plan 112 69 G Brachychiton populneus Bottle Tree 15 gal. / 25' o.c. 0 per plan ° MATCHLINE SEE BELOW 'C' H Koelreuteria paniculata Golden Rain Tree 15 gal. / 35' o.c. 0 per plan °8 Q O O I + Geijera parviflora Australian Willow 15 gal. / 20' o.c. 0 '111 68 per plan 0 57 1`�GeR5T12o1r:m1A INOIGe, D �� ° C-CA( I-TU s v-�C�fr✓i N Yp2 ID o o 110 67 W 56 ° - SHEET KEY ° Q L-2, L-4, 0 L-6, L-9, - L-11 VI A PARK *� �A�I 66 55 - _ —�-- L-3, L-7, 109 § L-6 v CECT I ON ° U , 65 o _ ° LL --TN - 73 a ' 54 ° w RAIL ROAD R.O.W. N.T.S. SUGAR GUM STREET' - �-$ BOULEVARD � � U 6ECT I ON � ' O Q Q 72 0 � O Q O, �p�r►TE �t2f�c- � 6Tw• p I�sT�s _ A 12 a� �� Po55IBt.E Wi1ti4 A DESCRIPTION OF REVISION DATE CITY 58r pUBLIc woRks Iu5Pl cToR; 13 APPROVED: ° 71 Qt5g, �UkA soNA«WZs, AT G"ry - - - - - CITY OF RANCHO CUCAMONGA J T LIMIT LIN PLANTING PLAN (TREES) NMIIIi wl _`. IIil FOR MATCHLINE SEE ABOVE 'B' MATCHLINE SEE ABOVE 'C' DAYCREEK BLVD. & VICTORIA PARK LANE ♦�Q �ANow 0jDSC4pE TRACT 16081 & TRACT 16164 �+ 2782CA APPROVED BY DATE: SIZING LEGEND * ICITY ENGINEER RCE NO 24953 Q DESIGN REC KMENDED 15 GALLON .0Indicates palm f� •1� SS B.T.H. as noted. '4jE. a,.�OQ� yz3,t2r Box ndl`�ed quantity OF CA�� DRAWN 1 T e S C A P e 5, SHEET ndicates species k 15 Denotes toes that are to be togged Landscape �� m w�. "UF MM Archit�efun „r a�-�� L— SEE SHEET L- 11 FOR PLANTING NOTES SEE SHEET L- 13 FOR DETAILS AND MULCH NOTE by the Landscape Architect. 02. R City to have final approval authority. CHECKED s Planning ""pw" """� DRAWING NO. o �' ._ _..z ._ so, ss DATE: 5 10 02 RLA: 2782 ) 757- L SHEET 35- OF PLANTING NOTES 1. Contractor shall notify the City and Landscape Architect of site conditions which revent installation per plans and specifications. Contractor shall be responsible or removing and re-installing irrigation equipment, and replanting areas which are R•ooe e01I m ei samm 2. Contractor shall follow the details and specifications for soil preparation, plant pit requirements, staking ea+Aevru. PIM a 29 and backfill requirements. CA. PLANS 1 3. Contractor shall familiarize himself/herself with all underground utilities,pipes, structures, etc., and shall 20 2 18 31 I — r takesole Y 66 28 9 14 VICTORIA PARK LANE 11 15 20 17 17 o e for the repair/replacement, at no cost to the City, any damage of 16 said underground facilities. �¢ �t mss` 17 15 20 l CONCR�'t h-� 4. No planting shall be done until all operations in conjunction with the installation of the sprinkler system :' have n completed,a e bee co eted final grades h •::' a have been establish :.�'. _ ` W e the planting areas have beenproperly o+Z�v�twAY 23 .. P 8m � graded and prepared as specified, and the work approved b the Ci Ps+Q 02. �aNe >: . PP Y City. H 5 '° _ G4 2 •: «�I 5. All plant materials shall be approved for quality b the Ci and Landscape Architect rior to installation. 1 q y •..r~ . F' l ;.•. - ina location f 1 o all ant material shall be sub ect r v •:':• �:•. to a o al b arepresentative f p o the i C rir t P PP Y a \ \\ City P y All Z ,z. 3 excavation. 4: - - - - - - - - - - 'U °'°'°'°' '• ''' '•''' '''''''° '�''°�'''° ° ' - - - - - - - - j 6. Contractor is responsible for all repairs and/or replacement of any damaged landscape areas beyond the - - - _- - - - - - - - - - - - - limit of work, that is a direct result of the landscape construction and/or his subcontractor. W W% W M W W em f W W W W ft W W W W W _ _ , _ , �.� , ✓, _ Re placement items shall be exact duplicate of original work or plants, unless otherwise approved by the �� u _ I 52 ,, PR ECT LIMI LINE I I ,,,� ty. • 3 15 18 7 1 S 6 — _ -- — --' 87 I 1 — } ITL 7. Quantities shown on the legend are for estimate purposes only. Final quantities for plant materials 0 • • 1 14 1 18 18 20 1 ( 6 I I , installed shall be governed by the indicated plant spacing regtwed. 5 4, � � 2 1��` , — U 8. Whenever shrub/groundcover areas are adjacent to turf areas or public landscape areas are adjacent to private landscape areas, a concrete headers required, pursuant City standards and details Rereon. i — 9. Clean-up shall take place on a daily basis unless otherwise approved by the city. ' 10. The following soil amendments shall be for bid purposes only. Final soil amendment types and quantities shall be based on soil test recommendations (see specifications). Rototil the required soil amendments 6 into the soil at the required rates per 1 000 s . ft. q P � q 4nitrogen stabilized sawdust 120 1 bs8YP sum 125 1 bs gro-power plus ' 11. Landscape areas shall install 4" of Citrus wood chip mulch under all trees and shrubs, and blend into edges at groundcover areas, pursuant to City standards and details hereon. Grading operations shall g accommodate the mulch. Contractor shall submit a sample for the City's approval prior to purchase and placement. Shredded mulch is available from: Earth Works 13510 Citrus Avenue Norco CA (909) X38-3321 W _ im4 Q -s PCR+c uuvs 65 9 OI 22 42 4 56 1 32 l�cTio�v 10 7 20 20 15; 17 17 20 1 CTORIA PARK LANE 20 17 17 1 ?6 20 ', •:t IIS\//iNH 111�1��i' \ r 1 " • SHEET KEY y u u .17 sl I u W — — L 4 :;:;:;: :;: ::°:jai':'•°:'• 't. r L I rI s rr, t _. 20 L- 1 1 VI PARK SIV �. .�_IMF 6` '' Z 41 L14 11 J-- -- - - - - 1 217 6 -I' 3 U ,c LIMIT LIl� 1 I 1 I ' , 4 MATCHLINE SEE SHEET L- 12 10.0 1 99 1 g,� 1 97 96 101 - - - - -_ 1 PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING (OTY. RAIL ROAD R.O.W. ' N.T.S. SHRUBS O gal. @ 4' o114 14 Abelia Grandiflora 'Edward Goucher' N.C.N. 5 .c. 1 O Agapanthus africanus Lily-of-the-Nile 1 gal. @ 4'o.c. 32 2 ° Dodonaea viscosa 'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 0 15 Rosmarinus officianalis 'Prostratus' Dwarf Rosemary 5 gal. @ 6' o.c. 71 0 3 ++'+++'+ Hemerocallis `Dwarf Yellow' Daylily 1 gal. @ T o.c. 0 16 Rose 'Flower Carpet var. Noatraum' Pink Rose 2 gal. @ 4' O.C. 51 Q + + + + 0 4 Juniperus sabina Buffalo' N.C.N. 5 gal. @ 8' o.c. g 0 17 Lantana montevidensis 'Lavender' Lantana 1 al. @ 4 o.c. 263 . 5 Lantana `Dwarf White' Lantana cultivar 1 gal.@ 4' o.c. 0 18 Myoporum parvifolium N.C.N. 1 gal. @ 8' o.c. 12 0 \ DESCRIPTION OF REVISION DATE CITY 6 �D Nandina domestica Heavenly Bamboo 5 gal. @ 3' o.c. 208 19 Pelargonium peltatum (Red) Ivy Geranium 1 gal. @ 12" o.c. 0 MAPPROVED: 7 Nandina dom stica 'Nana' m Heavenly m o :000aoo �: " SEE SHEET L— 13 FOR DETAILS AND CITY OF RANCHO CUCAMONGA . o e Compact Hea en y Ba boo 5 gal. @ 2 o.c. 20 0 0 0 0 0 0 0 0 o Trachelospermum Jasminoides Star Jasmine 1 gal. @ 24 o.c. 2013 PLANTING PLAN 8 p m Pennisetusetaceum 'Rubrum' Red Fountain Grass 5 gal. @ 3' o.c. 0 21 LO Leptspermum scoparium 'Ruby Glow' New Zealand Tea Tree 5 gal. @ 4' o.c. 0 MULCH NOTE (SHRUBS 8c GROUNDCO ) FOR 9 ® Phornvum tenax 'Maori Maiden Flax hybrid 5 gal. @ 4 o.c. 0 �AN D s c�P D A YC R E E K BLVD. & VICTORIA PARK LANE GROUNDCOVERS �� k. '°`"r'f TRACT 16081 8c TRACT 16164 10 Plumbago capensis Cape Plumbago 5 gal. @ 10' o.c. 4 �`~����* 2782 Sod turf Marathon R 11,070 SF. APPROVED BY : DATE: 11 0 Raphiolepis indica 'Clara' India Hawthorne 5 gal. @ 5' o.c. 14 VINES Install per manufacturer's recommendations. * * CITY ENGINEER RCE N 0 49 5 3 3 b 02 12 Raphiolepis indica Pinkie' India Hawthorne 5 gal. @ 4' o.c. 211 V-1 V Parthenocissus tricuspidata Boston Ivy 5 gal. @ 15' o.c. 0 SS `rfq�F \� SIGN f RECOM NDED Vines are shown on back side of wall for clarity only. Plant vines on side of wall facing area. OF ® g @ 142 DRAWN S 1 T ECA P E I, SHEEIF 13 Grevillea Ttoellii N.C.N. 5 al. 4 o.c. ArchH.cture "'""' M a&-14N .♦ .. d CHECKED t P'°""'^9 own"n"fte " W" 0 M DRAWING N0. 0 30' 60' Ss DATE: 5/1 O02 RLA: 2782 SHEET �OF PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING QTY. SHRUBS I O Agapanthus africanus Lily-of-the-Nile 1 gal. @ 4'o.c. 0 14 e Abelia Grandiflom 'Edward Goucher' N.C.N. 5 gal. @ 4' o.c. 0 2 Dodonaea viscosa 'Purpurea' Purple Hop Bush 5 gal. @ 10'o.c. 5 15 ® Rosmarinus officianalis 'Prostratus' Dwarf Rosemary 5 gal. @ 6' o.c. 0 3 Hemerocallis 'Dwarf Red' Daylily 1 gal. @ T o.c. 447 16 ; ;,%;>, Rose 'Flower Carpet var. Noatraum' Pink Rose 2 gal. @ 4' o.c. 17 1 4 Juniperus sabina'Buffalo' N.C.N. 5 gal. @ 8' o.c. 9 17 Lantana montevidensis 'Lavender' Lantana I gal. @ 4' o.c. 0 MATCHLINE SEE SHEET L- 11 MATCHLINE SEE BELOW 'B' 5 Lantana 'Dwarf White' Lantana cultivar I gal.@ 4' o.c. 137 18 Myoporum parvifolium N.C.N. 1 gal. @ 8o.c. 0 I now ILI11 I 6 Nandina domestica Heavenly Bamboo 5 gal. @ 3' o.c. 126 -- 19 Pelargonium peltatum (Red) Ivy Geranium 1 gal. @ 12" o.c. 271 31 7 o Nandina domestica 'Nana' Compact Heavenly Bamboo 5 gal. @ T o.c. 246 17 16 5 3 °°°°°°°°° Star Jasmine 1 al. 24" O.C. 0 vvvvvvvvv vavvvavvv �Y 9 15 20 °•••••••. Trachelospermum j asminoides g @ 15 19 8 p Pennisetum setaceum 'Rubrum' Red Fountain Grass 5 gal. @ 3' O.C. 113 7 6 C 21 OL Leptspermum scoparium 'Ruby Glow' New Zealand Tea Tree 5 gal. @ 4' o.c. 23 9 9 ® Phormium tenax 'Maori Maiden' Flax hybrid 5 gal. @ 4' o.c. 100 17 70 11 11 19 DAYGREl�G 12 3 7 L-6 50UL YARD 10 Plumbago capensis Cape Plumbago 5 gal. @ 10' o.c. 0 GROUNDCOVERS 9 6 p 5 6�GT I ON T 716 L 8815 11 Ra hiole is indica 'Clara' India Hawthorne 5 al. Yo.c. Sod turf Marathon II 0 7 34 6 0 VINES Install per manufacturer's recommendations. 21 12 Raphiolepis indica Pinkie India Hawthorne 5 gal. @ 4 o.c. 15 7 V-1 V Parthenocissus tricuspidata Boston Ivy 5 gal. @ 15 o.c. 80 11 7 6 69 30 13 ® Grevillea 'Noellii' N.C.N. 5 gal. @ 4' o.c. 45 Vines are shown on backside of wall for clarity only. Plant vines on side of wall facing area. 19 6 5 7 6 14 12 22 3 6 3 - 15 f 1 - 5 6 7 MATCHLINE SEE BELOW C 2 4 6 23 I y I 11111�11 I I M 0 3 9 111 68 3 8 6 4 0 5 5 L 7 9 4 21 21 57 6 o Ln 5 8 L 6 Q 21 L 7 = 7 L 9 — L 8 10 L 5 7 3 n 5 6 4 0 6 5 10 V 6 13 7 13 2 NL 5 16 725 o L11 6 3 9 3 18 o U 9 SHEET KEY 38 0 4 L-2, L-4, 0 a Q 6 0 5 4 L-6, L-9 6 VI =L2 IA 7 - PARKIN 24 15 L —11 6 5 11 7 - - L-3, L-7, 13 66 55 5 _ _ - _ _ 109 _ L-10, L-12 39 5 t �_ , 41 3 3 - .40 L-6 BOULEVARD22 J 7 6ECTIOAi 10 5 3cr 9 V 9 5 2 9 15 z. 6 - - - 7 12C 7 Q _ C C 31 � 65 5 7 5 C9 a 7 - - - - - IC13 7 18 78 L ,a 11 C C 5 23 12 I, C v- 3 6 L Q I I I 734 L -- C C 7 23 11 C - - 6 6 3 146 3 5 s15 9 19 RAIL ROAD R.O.W. N.T.S. 7 4 13 SUGAR GUM STREET 3 = 3 2 3 5 V 4 DAYGREEIC 84 L-6 BOULEVARD 4 9 7 secTlo+v , 9 13 0 15 2 3 = 3 y 9 7 - 6 2 6 5 5 Q &139 14 5 8 3 T l _ 2 10 5 Ar� 9 4 5 DESCRIPTION OF REVISION DATE CITY 11 4 �� 3 10 o APPROVED: 71 6 11 20 4 15 _ _ CITY OF RANCHO CUCAMONGA 3 6 Y 7 22 J T LIMIT L4N s V— PLANTING PLAN � I 19 ISI (SHRUBS & GROUNDCOVER) E 'B' MATCHLINE SEE ABOVE 'C' 10400DSC4pi, DAYCREEK BLVD. & VICTORIA PARK LANE ��{ Via 1. /0 t N, '*c MATCHLINE SEF, AB V 2782 y TRACT 16081 & TRACT 16164 W * APPROVED BY DATE: O-- �� CITY ENGINEER RCE NO2-49-53 s � ?9 SIGN DE RECOMMENDED F O �Fo F CA1- SS /,9` W/— SEE SHEET L- 13 FOR DETAILS & MULCH NOTE DRAWN -1-1 T e s c p e SHEET Ism— TIN NOTES MM ��nit.�n,n ..,. ... .,�,.� L— 1 20F 15 SEE SHEET L 11 FOR PLANTING O S �a�, CHECKED t p'°""'"q ""'"`"""''u5w"#"' DRAWING N0. 0 30' 60' SS DATE: 5Z1 O 02 RLA: 2782 1757- SHEET 37OF N � E W NOTES: STORM DRAIN/UNDERGROUND 1. REMOVE NURSERY STAKES ��av UTILITIES BCR 2. STAKES TO BE PLUMB AND S PARALLEL. 3. STAKE TREE PERPENDICULAR c r �J I � � TO PREVAILING WIND. t ' N * TOP TIE TO BE PLACED AS LOW v MIN. TOP OF STAKES BELOW HEAD ^ AS POSSIBLE ON THE TRUNK TO w SIDEWALK UTILITY C \ W E ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH Z UTI S.L. BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMTS. J I OR ALLOW THE HEAD TO DROP. TRUNK = I W * :2) SETSOF CINCH TIES QS QQ`ci�� a SPADED 24" APART ATTACH WITH CURB AND GUTTER METER 10 5 1 x) GALVANIZED SCREWS TO 3" TOP TIE TO BE PLACED AS �� TIGHTLY COMPACTED 3 BERM TO FORM LODGE POLES. �k * MIN. MIN. \ \ w LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN. 12" MAXIMUM -- - M/ TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE. BUT TOP OF STAKES BELOW I N�� 2" DIA. LODGE POLE PINE STAKES NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, SUPPORT OR ALLOW ,N,, SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE �� " DRIVE A MIN. OF 6" INTO UN- THE HEAD TO DROP.� MAIN TRUNK FINISH GRADE 2 ABOVE FINISH GRADE DISTURBED SOIL AND POSITION w > APS ATTACH CINCH TIES WITH GALVANIZED ORIGINAL 24" STAKES OUTSIDE ROOTBALL. SIDEWALK C� Z _ . SCREWS TO 8' LODGE POLES. ORIGINAL GRADE 3" BERM TIGHTLY COMPACTED _i _ IN PLACE TO FORM WATERING FH DRIVE S. O �� = 12" MAX 2" DIA. LODGE POLE PINE STAKES _ BASIN. LOCATED OUTSIDE OF Q0 7APPROACH0 U WITH WOOD PRESERVATIVE STAIN, -III PLANT PIT. 0 Q DRIVE A MINIMUM OF 6" INTO I I=III=I UNDISTURBED SOIL AND POSITION I-III-I I-) I I I I-III-� I-I I =III=I CURB AND GUTTER STAKES OUTSIDE ROOT BALL. 5 5' 5 10 1 0 ARBOR GUARD IN TURF AREAS AND I=I I =I I I- MIN. MIN. c IN. MIN. FRONT YARDS. -III=III ROOT BALL III-I I II I II - KFILL WITH UNDERGROUND TOP OF ROOTBALL TO EXTEND 2" I I I�I I II NO RONATIVE CKS GREATER = - ABOVE FINISH GRADE. STRUCTURE eg. III I-_ THAN 3 DIAMETER _ CATCH BASIN TIGHTLY COMPACTED 3" BERM TO FORM I I =III= PLANT PT TO BE (2) TIMES THE I I ROOT BALL TRANSFORMER VAULT. WATERING BASIN FOR RESIDENTIAL AND -III- I I I-III-) I I-III WIDTH OF THE ROOT BALL PLANT PIT TO BE (2) I=III I1 =III- GROUND COVER INSTALLATIONS. LOCATE I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I I I- TIMES THE WIDTH OF :1 NOTES: AREAS TO BE REMOVED PRIOR TO CITY - - - - - - OUTSIDE OF PLANT PIT. BERMS IN =1 I I=1 I I=I I I=I I I=I 11=I I EI I I=I I I I: THE ROOT BALL. I * ACCEPTANCE. I I=�I H 11=I I I=IIIEEI I I=I 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER -II I-III-III-III-III-I II= =III- -III-III-III- III-I II-III 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT � i I-Iii-Iii-i CRITERIA AS APPROVED BY TRAFFIC ENGINEER. - _ _ =I -III-I I I I I-III-III=I I r=I I rI 11=1 II NATIVE BACKFILL WITH NO _ ROCKS GREATER THAN 3 - 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL. INTERSECTIONS PLACE 1st - - I DIAMETER. UNDISTURBED NATIVE SOIL. -III=III-III=III=III-III=III=III=III= PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. III=I -III-III-I I �I I I=III-III=III=�I I-III-I I 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND = UNDISTURBED NATIVE SOIL. =III=III-III-III=III= FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY ROOT BALL I1= I-I -III-I I OWNED WATER & SEWER LATERAL LINES. � At' 1L NATIVE BACKFILL WITH NO NOTES: ROCKS GREATER THAN 3" DIA. NOTES: 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. _ _ _ - 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. REMOVE NURSERY STAKES 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I ISI I-III50=111- 13 I --III- I - I I(-�1II-I1I=I OF ROOT BALL. DO NOT CRACK ROOT BALL. 2. STAKES TO BE PLUMB AND PARALLEL. ENGINEERING DIVISION. I I I- I1 I-1 I I ISI I I�I III- 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. TREE PLACEMENT 2 DOUBLE STAKED TREE - 5 GAL. - 2411 BOX (3) CONTAINER PLANTING 4 DOUBLE STAKED TREE ON SLOPE ONE HALF OF SPACING NOTES: REQUIREMENT LIMIT OF PLANTER AREA 4" OF COMPACTED WOOD CHIP 1. SLOPE IN TURF AREAS: MULCH. a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. HARDSCAPING (CONCRETE HEADER, (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. 2. SLOPES IN SHRUB/GROUND COVER AREAS: a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% 12" b, BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. v 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE J� BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. lv� = Z = N E UA - - I I-III 11=III=1 i 1=III=III III=III=III=1 \/Q0(J NOTE: SHOVEL CUT EDGE COMPACTED \NQ C 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NATIVE SOIL \ fIQ 3. PLANS SPACING SEERLEGE DRFORSPACING NLESS HERWISE REQUIREM NITS. ON RF \ OUTSIDE PUBLIC R.O.W. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR A40. \ SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER \ SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING TOP OF ROOTBALL TO EXTEND 2" _ \ FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. ABOVE FINISH GRADE \ 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES ORIGINAL GRADE �i \ OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE NATIVE BACKFILL WITH NO ROCKS TURF, SHRUB AND GROUND COVER 2% MIR- � LEGEND ARE ESTIMATES ONLY. _ GREATER THAN 3" DIAMETER. NOTES: -1 - 3" BERM TIGHTLY COMPACTED IN 1 . PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL -III= PLACE TO FORM WATERING BASIN. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. III I _ 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND WITHIN PUBLIC RIGHT-OF-WAY 8 SHRUB & GROUNDCOVER SPACING I- III- INTO EDGES AT GROUND COVER AREAS. (SEE NOTES HEREON) =1I I I I=III- 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. Q II-I III-III- 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. =I I I A ROOT BALL =I -I I I - - -d _ _- 7 ALLOWABLE GRADES _ O - - - - - - - - PLANT PIT TO BE 2 TIMES THE 6 MULCH DETAIL - - - - - - -II-III I I ( III �I III I I I( � WIDTH OF THE ROOT BALL. =III=III=III=III=III=III=III=III � =III=1 11=III=III=III=III=III=III= DESCRIPTION OF REVISION DATE CITY APPROVED: -III=I I I-III-1 11-I I I I I-I I IM I I POINTS REFERENCE POINTS REFERENCE -III-III=1 I I-III=1 I I=) I I I-III- I. LANDSCAPE [POINT VALUE] CLAIMED (SHEET #/REF#) I. IRRIGATION [POINT VALUE] CLAIMED (SHEET #/REF#) CITY 0 r C RANCHO C U C A M 0 N G A 1. WATER CONSERVING PLANTS.[20] 20 L9 TO L13 1. LOW GALLONAGE IRRIGATION SYSTEM.[20] 20 L6 TO L8 UNDISTURBED NATIVE SOIL. 2. TURF LIMITED TO 2576.[20] 20 L9 TO L13 2. AUTOMATIC CONTROLLER.[20] 20 L6 TO L8 PLANTING N0TES , LEGEND & 3. PLANTS GROUPED BY WATERING NEED.[10] 10 L9 TO L13 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.[10] 10 L6 TO L8 LEGEND 4. HARDSCAPE (NON-IRRIGATED) SURFACES.[10] 10 L9 TO L13 4. SOIL MOISTURE SENSORS.[10] 0 NOTES: 5. PERMEABLE PAVING.[5] 5 L9 TO L13 5. RAIN SENSORS.[5] (LOCATED AT CENTRAL CONTROL SYSTEM) 5 L6 TO L8 DAYCREEK BLVD. & VICTORIA PARK LANE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 6. LOW-WATER TURF VARIETIES.[5] 0 6. WIND SENSORS.[5] 5 L6 TO LS TRACT 16081 8c TRACT 1616 4 OF ROOT BALL. DO NOT CRACK ROOT BALL. 7. MULCH PROVIDED IN NON-GROUND COVER AREAS.[5] 5 L9 TO L13 7. SENSITIVE TO SLOPE FACTORS.[5] 5 L6 TO L8 8. SOIL AMENDMENTS.[5] 5 L9 TO L13 B. RECLAIMED OR RECYCLED WATER.[5] 0 APPROVED BY : • • DATE: �- ��vk%DSC4pE CITY ENGINEER µ DVXid RCE NO42 953 TOTAL POINTS CLAIMED: 75 TOTAL POINTS CLAIMED: 65 ��� ��°2782 44`*� DESIGN REM DED [MINIMUM POINTS REQUIRED: 60] [MINIMUM POINTS REQUIRED: 60] �� SS DRAWNa�S I T IE %, C A P t S SHEET L°ndse°ps ,w.s.A~s.,w� P"ON-ows �Q MM �rcn,r.°+„r. ..,. FM 00-14m L-130F 1 a"%a ws,: M 91F�. CA`�EQCHECKED t p'°"^'"a '�""""'"'`"'"'•Q' DRAWING N0. 5 CONTAINER PLANTING ON SLOPE 9 XERISCAPE ASSESSMENT SYSTE SU MMARY SS DATE: 5 10 02 RLA: 2782 1757 - SHEET 757 SHEET �� OF GENERAL CONDITIONS C. Ordinances and Regulations: All local, municipal and 4. The Contractor shall dimension from two (2)permanent A. CONTRACTOR DOCUMENTS: Shall consist of state laws, and rules and regulations governing or relating points of reference, such as building corners, sidewalk A copy of the Guarantee form shall be included in the G. Quick Coupling Valves: edges, road intersections, etc., the location of the operations and maintenance manual. 1. Quick coupling valves shall have a brass, two-piece body designed for 3.02 PREPARATION specification and its general conditions and the to any portion of this work are hereby incorporated into g working pressure of 150 P.S.I. following items: The guarantee form shall be re-typed onto the Contractors g P A. Physical layout: drawings. The intent of these documents is to and made a part of these Specifications, and their g 2. Quick coupling valve shall be operable with a quick couple?key. include all labor, materials and services necessaryprovisions shall be carried out by the Contractor. a. Connection to existing water lines. letterhead and shall contain the following information: 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, Key size and type shall be as shown on the Drawings. routing and location of sprinkler heads. for the proper execution on the work. The documents Anything contained in these Specifications shall not be b. Connection to existing electrical power. GUARANTEE FOR IRRIGATION SYSTEM g P are to be considered as one. Whatever is called for construed to conflict with any of the above rules, c. Gate valves. H. Backflow Prevention Units: 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. We hereby guarantee that the irrigation system we have B. Water Supply: by any parts shall be as binding as if called for regulations, or requirements of the same. However, when d. Routing of sprinkler pressure lines (dimension max. 1. Backflow prevention unit shall be of size and a indicated on the irrigation pp y' furnished and installed is free from defects in materials p �'p g 1. The irrigation system shall be connected to water supply point(s) of connection all parts. these Specifications and Drawings call for or describe 100' along routing). drawings. Install backflow prevention units in accordance with the Drawings. g y � y P ( ) and workmanship, and the work has been completed in g p g as indicated on the Drawings. materials, workmanship, or construction of a better e. Sprinkler control valves. 2. Wye strainers at backflow prevention units shall have a bronzed screwed bo g ' accordance with the Drawings and Specifications, Y p Y 2. Connections shall be made at theapproximate locations shown on the B. VERIFICATION: The Contractor shall verifyquality, higher standard, or larger size than is required by f. Routing of control wiring and locations of all splice boxes. with 60 mesh monel screen and shall be similar to Bailey #I OOB or approved equal. location(s) Quick coupling valves. ordinary wear and tear, unusual abuse, or neglect Drawings. The Contractor is responsible for minor changes caused by actual measurements on the drawings before beginning the above rules and regulations, the provisions of these g• Q p g excepted. We agree to repair or replace an defects in 3. All pressure main line piping between the point of connection and the backflow h. Stub-outs for future connections. p � p p Y site conditions. work. In case of error or discrepancy in the Specifications and Drawings shall take precedence. material or workmanshipwhich may develop duringthe preventer shall be installed as required by local code. The Contractor shall verify i. Other related equipment as directed b the Ci of Y p C. Electrical Supply: drawings or specifications or in the work of Y City period of one year from date of acceptance and also to with the local governing body as to material type and installation procedures prior D. Explanation of Drawings: P Y P 1. Electrical connections for anand all automatic controllers shall be made to others affectinghis work, he shall notify the P g Rancho Cucamonga. to start of construction. Submit shop drawing for approval. Y fY repair or replace any damage resulting from the repairing electrical s of tiindicated the Drawings. City Inspector immediately. The 1. Due to the Scale of the Drawings, it is not possible to 5. On or before the date of the final field observation, the P ( ) connection as on indicate all offsets fitting, sleeves etc. which may Contractor shall deliver the corrected and completed or replacing of such defects at no additional costs to the I. Check Valves: 2. Connections shall be made at the approximate location(s) shown on the Drawings. Contractor shall be held responsible for any g' City. We shall make such repairs or replacements within 1. Swing check valves 2" and smaller shall be 200 and W.O.G. bronze construction The Contractor is responsible for minor changes cause b actual site conditions. damages or loss due to his failure to observe required. The Contractor shall carefully investigate the sepias to the City of Rancho Cucamonga. Delivery of g p° P g ' Y a reasonable time, as determined by the City, after receipt with replaceable composition, neoprene, or rubber disc and shall meet or exceed 3.03 INSTALLATION these instruction. structural and finished conditions affecting all of his work the sepias will not relieve the Contractor of the P P P of written notice. In the event of our failure to make such Federal S Specification WW-V--51 D, Class A, T e IV. and plan his work accordingly, furnished such fittings, responsibility of furnishing required information that may p Type A. Trenching: repairs or replacements within a reasonable time after 2. Anti-drain valves shall be of heavy du virgin PVC construction with F.I.P. thread C. MATERIALS, MACHINERY, EMPLOYEES: etc., as may be required to meet such conditions. be omitted from the prints. �' �' � 1. Di trenches straight and support pipe continuouslyon bottom of trench. receipt of written notice from the City, we authorize the inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve g pp p p - Except as otherwise noted the Contractor shall Drawings are generally diagrammatic and indicative of the C. Controller Charts: La pipe to an even de. Trenchingexcavation shall follow layout indicated City to proceed to have said repairs or replacements made shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve Y p p y provide and a for all materials labor, tools work to be installed. The work shall be installed in such a 1. As-builts drawings shall be approved by the City of at our expense and we will a the costs and charges g p pay on the Drawings as noted. and other items necessaryand incidental to the manner as to avoid conflicts between the irrigation system, p pay g shall be similar to the Valcon ADV or approved equal. Rancho Cucamonga before controller charts are prepared. therefore upon demand. 2. Provide for a minimum of twenty-four(24) inches cover for all irrigation completion of his work. planting and architectural features. B J. Control Wiring: lines installed under paving or hardscaping. P 2. Provide one controller chart for each controller sequence. PROJECT: VICTORIA PARK LANE & DAYCREEK BLVD. 1. Except as noted otherwise connections between the automatic controllers and the 3. Provide for a minimum of twenty-four 24 inches cover for all pressure 2. All work called for on the Drawings by notes or details n'- ( ) D. SURVEYS, PERMITS REGULATIONS: 3. The chart shall show the area controlled by the automatic electric control valves shall be made with direct burial copper wire AWG-U.F. supply lines of three 3 inches or larger in diameter. such be furnished and installed whether or not specifically PP Y � ) g Pe y controller and shall be the maximum size which the C LOCATION:TRACTS 16081 & 16164 600 volt. Control wiring installed in control wire conduit within structure shall be The Owner shall furnish an adequate survey mentioned in the specifications. g 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply of the property. The Contractor shall obtain and controller door will allow. made with AWG-TW solid copper wire. Pilot wires shall be a different color wire lines of two and one half(22") inches or smaller 3. The Contractor shall not willfully install the irrigation SIGNED: pay for all permits and comply with all laws 4. The chart is to be a reduced drawing of the actual installed for each automatic controller. Common wires shall be white with a different color 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. system as shown on the Drawings when it is obvious in and ordinances bearing on the operation or system. However, in the event the controller sequence is stripe for each automatic controller. Install in accordance with valve manufacturer's 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. the field that obstructions, grade differences, or ADDRESSED: conduct of the work as drawn and specified. If the not legible when the drawing is reduced, it shall be specifications and wire chart. In no case shall wire size be less than #14. 7. Refer to City Standard 120 "Trench Repair" when within City streets discrepancies in area dimensions exist that might not have Contractor observes that a variance exists enlarged to a size that will be readable when reduced. 2. Wiring shall occupy the same trench and shall be installed along the same route as susceptible to traffic loads. therewith he shall promptly notify the been considered in engineering. Such obstructions or PHONE: DATE OF ACCEPTANCE:_ pressure supply or lateral lines wherever possible.P PP Y P B. Backfilling: City Inspector in writing and any differences should be brought to the attention of the City 5. The chart shall be a black line or blueline ozalid print and 3. Where more than one 1 wire is laced in a trench the wiringshall be taped together of Rancho Cucamonga. In the event this notification is a different color shall be used to indicate the area of PART 2 - PRODUCTS ( ) p p g 1. The trenches shall not be backfilled until all required tests are performed. necessary changes shall be adjusted as not performed, the Contractor shall assume full coverage for each station, at intervals of fifteen (15) feet. Trenches shall be carefully backfilled with the excavated materials approved provided in the contract for changes in the work. 2.01 MATERIALS 4. An expansion curl shall be provided within three(3) feet of each wire connection. for backfilling, consisting of earth, loam, sandy clay, sand, or other approved responsibility for any revision necessary. 6. When completed and approved, the chart shall be Expansion curl shall be of sufficient length at each splice connection at each electric materials, free from large clods of earth or stones. Backfill shall be mechanically E. PROTECTION OF WORK, PROPERTY AND PERSON: 1.03 SUBMITTALS hermetically sealed between two pieces of plastic, each A. General: Use only new materials of brands and types noted control valve so that in case of repair, the valve bonnet may to the surface > P Y be brought� compacted in landscaped areas to a dry density equal to adjacent undisturbed piece being a minimum 20 mils. on drawings, specified herein, or approvedequals. without disconnectingthe control wires. Control wires shall be laid loosely in trench The Contractor shall adequately protect the work, A. Material list: Y soil in planting areas. Backfill will conform to adjacent grades without dips, adjacent property, and the public, and shall be 7. These charts shall be completed and approved prior to the B. PVC Pressure Main Line Pipe and Fittings: without stress or stretching wire conductors. sunken areas, humps or other surface irregularities. responsible for any damages or injury due to his act. 1. The Contractor shall furnish the articles, equipment, final field observation of the irrigation system. 1. Pressure main line piping for sizes 2" and larger shall be 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, Rainbird materials, or processes specified by name in the Drawings 2. A fine granular material backfill will be initially placed on all lines. No D. Operation and Maintenance Manuals: PVC Class 315. Snap-Tile wire connectors., or approved equal. Make only one splice with each foreign matter larger than one-half(2) inch in size will be permitted in the and Specifications. No substitution will be allowed OP connector sealing pack.F. CHANGES IN THE WORK: The City Inspector may 2. Class 315 pipe shall be made from an NSF approved Type 1, g P initial backfill. without prior written approval by the City of Rancho 1. Prepare and deliver to the City of Rancho Cucamonga � 6. Fields splices between the automatic controller and electric control valves will not be order changes in the work, and the contract sum being Garde !, PVC compound conforming to ASTM resin P 3. Flooding of trenches will be permitted only with approval of the City of Rancho adjusted accordingly. All such orders and adjustments Cucamonga. within ten calendar h days prior to completion of specification D1784. All pope must meet requirements asset allowed without prior approval of the City of Rancho Cucamonga. Cucamonga. plus claims by the Contractor for extras must be 2• Complete material list shall be submitted prior a construction, two hard-cover, three ring binders containing forth in Federal Specification PS-22-70 with an appropriate K. Automatic Controller: 4. If settlement occurs and subsequent adjustments in valves, sprinkler performing an work. Material list shall include the the following information: P � � per' P made in writing before executing the work involved. P g y standard dimension (S.D.R.) (Solvent-weld Pipe). 1. Automatic controller(s) shall be of size and type shown on the Drawings. heads, lawn, planting, or other construction are necessary, the Contractor manufacturer, model number, and description of all a. Index sheet which states Contractor's name, address, 2. Final location of automatic controller(s) shall be approved by the City of Rancho shall make all required adjustments without cost to the Ci materials and equipment to be used. Although and telephone number, and which lists each installed 3. Pressure main line piping for sizes 1-1/2 t and smaller shall be q � �'' G. CORRECTION OF WORK: The Contractor shallg p PVC Schedule 40 with solvent welded joints. Cucamonga. manufacturer and other information may be different, the equipment and material item including names and addresses 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each C. Trenching and Backfill Under Paving: re-execute any work that falls to conform to the g , following is a guide to proper submittal format: of manufactures local representatives. 4. Schedule 40 pipe shall be made from NSF approved Type 1, 1. Trenches located under areas where paving, asphaltic concrete, or concrete requirements of the contract and shall remedy defects due g � P P P automatic controller location is to be furnished by others. The final electrical to faulty materials or workmanship upon written notice Item No. Description Manufacturer Model No. b. Catalog and parts sheets on every material and equipment Grade 1 PVC compound conforming to ASTM resin hook-up shall be the responsibility of the Contractor. will be installed, shall be backfilled with sand (a layer four(4) inches below from the Ci Inspector for period of one hundred eighty item installed under this Contract. specification D1785. All pipe must meet requirements asset the pipe and six (6) inches above the pipe) and compacted in layers to 95% City P Pe g ty L. Electric Control Valves: compaction, using manual or mechanical tamping devices. Trenches for (180) days from the date of completion of the contract. 1 Backflow Preventer Febco 825-Y-BV c. Guarantee statement. forth in Federal Specification PS-21-7g p g 2 Automatic Controller Calsense ETI-24 -DR d. Complete operating and maintenance instructions on 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF 1. All electric control valves shall be the same size and type shown on the Drawings. piping shall be compacted to equal the compaction of the existing adjacent H. CLARIFICATION OF DRAWINGS 3 Master Valve Superior 3100 RCV all major equipment. approved conforming to ASTM test procedure D2466. 2. All electric control valves shall have a manual flow adjustment. undisturbed soil and shall be left in a firm unyielding condition. All BEFORE BIDDING: 4 Etc. Etc. Etc. 2. In addition to the above mentioned maintenance manuals, 6. Solvent cement and primer for PVC solvent-weld pipe abd 3. Provide and install one control valve box for each electric control valve. trenches shall be left flush with the adjoining grade. The Contractor shall After reviewing the drawings thoroughly it is the Irrigation submittal must be specific and complete. All provide the City's maintenance personnel with instructions fittings shall be of type and installation methods prescribed by M. Control Valve Boxes: set in place, cap and pressure test all piping under paving prior to the paving work. Contractor's responsibility to clarify with the City items must by listed and should include solvent, primer, for major equipment and show evidence in writing to the the manufacturer. 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-12B with 2. Generally, piping under existing walks is done by jacking, boring, or Inspector any questions the Contractor may have wire, connectors, valve, boxes, etc. No copies of City of Rancho Cucamonga at the conclusion of the green bolt-down cover or approved equal. Extension sleeve shall be PVC with hydraulic driving, but where any cutting or breaking of sidewalks and/or 7. All PVC pipe must bear the following markings: minimum size of six 6 inches. concrete is necessary, it shall be done and replaced b the Contractor as a regarding the method of construction, quantities, or manufacturer's literature (catalog cuts) are required as project that this service has been rendered. ( ) �' P y quality of materials included or called out. If the submittal information. E. Equipment to be Furnished: b Manufacturer's name " " +� 2. Use 9-1/2 x 16 x 11 rectangular box for all electric control valves. part of the Contract cost. Permission to cut or break sidewalks and/or Contractor can not contact the Ci Inspector, b. Nominal pipe size Carson Industries # 1419-12B with green bolt-down cover or approved equal. concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic City P � 3. Equipment or materials installed or furnished without 1. Supply as a part of this contract the following tools: c. Schedule or class the Contractor must qualify his bid or accept the prior approval of the City of Rancho Cucamonga maybe 3. Use 6�+ diameter x 8-3/4++ deep round plastic valve box for all quick coupling valves. driving will be permitted under concrete paving. interpretation of the City Inspector on the rejected and the Contractor may be required to remove a. Two (2) sets of special tools required for removing, d. Pressure rating in P.S.I. Carson Industries # 608-12 with green flex-lock cover or approved equal. 3. Refer to City Standard 120 "Trench Repair" when within City streets questionable areas as the develop during construction. disassembling and adjusting each type of sprinkler and e. NSF (National Sanitation Foundation) approval 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within susceptible to traffic loads. 1 q Y P g such materials from the site at his own expense. valve supplied on this project. f. Date of extrusion on-grade landscaped areas. Carson Industries # 1419-12B with green bolt-down I. SAMPLES: The City Inspector reserves 4. Approval of any item, alternative or substitute indicates b. Two (2) four-foot valve keys for operation of gate valves. 8. All fittings shall bear the manufacturer's name or trademark, cover or approved equal. that the product or products apparently meet the c. Two 2 keys for each automatic controller. , only l I.P.S.Ian NSF( ) Y material designation, size applicable a .S. schedule d S the right to take and analyze samples of materials Y P P � Y gi' PP 5. Use 10 x 10-1/4 round box for all quick coupling valves installed within requirements of the Drawings and Specifications on the d. One (1)quick coupler key and matching hose swivel for seal of approval. on-structure landscaped areas. Carson Industries No. 910-12B with green for conformity to specifications at any time. The basis of the information or samples submitted. every five 5 or fraction thereof of each a of quick Contractor shall furnish samples upon request P ( ) q C. PVC Non-Pressure Lateral Line Piping: bolt-down cover or approved equal. by the City Inspector. Rejected materials 5. Manufacturer's warranties shall not relieve the Contractor 2. The abocoupling epli maned instayalve lled.ment shall be turned over to the P piping N. Sprinkler Heads: of his liability under the guarantee. Such warranties shall 1. Non- rle 40 buried lateral line i in shall s PVC shall be immediately removed from the site and City at the conclusion of the project. Before final observation Schedule 40 with solvent-weld joints when installed in only supplement the guarantee. 1. All sprinkler heads shall be of the same size, type, and deliver the same replaced at the Contractor's expense. The cost of can occur, evidence that the City has received material must planting areas. testingmaterials not meeting specifications shall be B. RECORD DRAWINGS: rate of precipitation with the diameter(or radius) of throw, pressure, and g P be shown to the City of Rancho Cucamonga. 2. Non-pressure lateral line piping installed under paved discharge as shown on the Drawings and/or specified in these special provisions. paid by the Contractor. 1. The Contractor shall provide and keep up-to-date a areas shall be PVC Schedule 40 with solvent welded complete record set of blueline ozalid prints which shall 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING joints. 2. Spray heads shall have i screw adjustment. ri J. PRE-CONSTRUCTION CONFERENCE: be corrected daily, showing every change from the 3. Riser units shall be fabricated in accordance with the details shown on the drawings. A. Handling of PVC pipe and fittings: The Contractor is 3. Pipe shall be made from NSF approved, Type 1, Grade H 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the Schedule a pre-construction meeting with the original Drawings and Specifications and the exact City inspector at least seven(7) days installed locations, sizes, and kinds of equipment. Prints cautioned to exercise care in handling, loading, unloading, PVC compound conforming to ASTM resin specification sprinkler body. before beginning work. The purchase of this for this purpose may be obtained from the City of Rancho and storing PVC pipe and fittings. All PVC pipe shall be D1784. All pipe must meet requirements set forth in 5. All sprinkler heads of the same type shall be the same manufacturer. ' conference is to review any questions the Cucamonga at cost. This set of drawings shall be kept on transported in a vehicle which allows the length of pipe to Federal Specification PS-22-70 with an appropriate O. Sleeving: lie flat so as not to subject it to under bending or a standard dimension ratio. Contractor may have regarding, the work, the site and shall be used only as a record set. 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring Except 0 concentrated external load at any point. Any section of 4. Et as noted in paragraphs 1 2, and 3 of this section # administrative procedures during construction p p �p shall be Schedule 40 P.V.C. or approved equal. { . and project work schedule. 2. The Contractor shall make neat and legible notations on pipe that has been dented or damaged will be discarded, (2.01 B), all requirements for non-pressure lateral line pipe p Vandal Resistant Controller Enclosure: and if installed shall be replaced with new piping. and fittings shall be the same as for solvent-weld pressure r Q CITY OF RANCHO CUCAMONGA the record drawing progress sheets daily as the work main line pipe and fittings as set forth in section 2.01B of 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and PLANTING AND IRRIGATION SPECIFICATION proceeds, showing the work as actually installed. For the Specifications. Irrigation Detail sheet. example, should a piece of equipment be installed in a 1.05 SUBSTITUTIONS 2. A backboard shall be secured to the controller enclosure housing to provide a base Q SPRINKLER IRRIGATION SPECIFICATIONS location that does not match the plan, the Contractor must A. If the Contractor wishes to substitute any equipment or D. Brass Pipe and Fittings: for mounting the automatic sprinkler controller and terminal strip. indicate that equipment has been relocated in a graphic materials for the equipment or materials listed on the 1. Where indicated on the Drawings,use red brass screwed 3. A 117 volt duplex box shall be provided with an On/Off switch, and a PART 1 - GENERAL manner so as to match the original symbols as indicated in Drawings and Specifications, he may do so by providing pipe conforming to Federal Specification #WW-P-351. 117 volt receptacle. Metal conduit shall run from the 117 volt supply the irrigation legend. The relocated equipment and the following information to the City of Rancho 2. Fittings shall be red brass conforming to Federal DESCRIPTION OF REVISION DATE CITY 1.01 DESCRIPTION dimensions will then be transferred to the original record to the controller housing. All power within the housing shall be properly phased. APPROVED: gCucamonga for approval: Specification#WW-P-460. drawingplan at the proper time. 4. A terminal strip shall be provided, clearly indicating the proper points of connection CITY 0 F RANCHO C U C A M 0 N G A P P P 1. Provide a statement indicating the reason for making the E. Co Copper Pi a and Fittin s I A. Scope of Work: Provide all labor, materials PP P Fittings: of all appropriate wiring(station valves master valve common central control). ' 3. Before the date of the final observation, the Contractor substitution. Use a separate sheet of paper for each item 1. Pipe: Type K hard transportation, and services necessary to furnish and p yp tempered. shall transfer all information from the "record drawing" to be submitted. Q. Miscellaneous Irrigation Equipment: install the Irrigation System as shown on the Drawings 2. Fittings: wrought copper, solder joint type. g types g equipment IRRIGATION prints tea sepia all b or similar mylar material. 2. Provide descriptive tive catalo literature performance charts 1. Refer to the Irrigation Plans for sizes and of miscellaneous irrigation a ui ent and described herein. P g � P o Arrangements shall be made through the city for 3. Joints shall be soldered with silver solder, 45/o silver, 15 ANDSC and flow charts for each item to be substituted. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. a� 'SPF S P E C I F I C A TI 0 N S B. Standards: All work and materials shall comply with obtaining said sepia mylaz or similar mylaz material. All 3. Provide the amount of cost savings s if the substituted item % copper, 16% zinc, 24% cadmium, solidus at 1125° F, ��a�'��o gat ��e governing codes, safety orders, standards, and regulations, work shall be in waterproof India ink and applied to the is approved. g and liquidus at 1145° F. �`� 2782 �� y'r PP PART 3 - EXECUTION �^ and meet the minimum requirements of the Standard mylar by a technical pen made expressly for use on mylar F. GateValves: �': D AYCR EEK BLVD. & VICTORIA PARK LANE B. The City of Rancho Cucamonga shall have the sole Specifications For Public Works Construction (Green material. Such pen shall be similar to those manufactured responsibility in accepting or rejecting any submittal item 1. Ball Valves (12" and smaller) 3.01 OBSERVATION OF SITE CONDITIONS dimensions shall be made as to be easily readable even on TRACT 16081 8e TRACT 1616 4 Book) latest edition. by Rapidograph, Kueffel & Esser, or Faber Castell. The as an a roved equal to the equipment and materials listed a. Ball valves shall be a 125 lb SW bronze valve with threaded PP qA. All scaled dimensions are approximate. The Contractor shall check and verify all J`l. �� 1.02 QUALITY ASSURANCE & REQUIREMENTS on the Drawings and Specifications. ends and shall be equipped with a stainless steel handle. size dimensions and receive approval from the City of Rancho Cucamonga prior to 9lF �+• p� APPROVED BY DATE: • the final controller chart (see Section C). The original b. Ball valves shall be Nibco T- 585-70-66 or approved equal. OF CA���mylar record drawing" Ian shall be submitted to the Ci 1.06 GUARANTEE proceeding with work under this Section. CITY ENGINEER � . __ RCE N 0 24963 A. Permits and Fees: The Contractor shall obtain and pay for y g p City c. All Ball valves shall be installed per detail. B. Exercise extreme care in excavating and working near existing utilities. The DESIGN RECO M E DED of Rancho Cucamonga for approval prior to the A. The guarantee for the irrigation system shall be made in g g g any and all permits and all observations as required. accordance with the attached form. The General 2. Resilient Wedge Gate Valve (2" and larger) Contractor shall be responsible for damages to utilities which are caused by his completion of the controller chart. SS B. Manufacturer's Directions: Manufacturer's directions and PP �' Conditions and Su lemen Conditions of these a. Resilient Wedge Gate valves shall be epoxy coated operations or neglect. Check existing utilities drawings for existing utility locations. f_1)!yid*cap* detailed drawings shall be followed in all cases where the Specifications shall be filed with the City prior to and equipped with a 2" operating nut. C. Coordinate installation of sprinkler materials including pipe, so there shall be no DRAWN 1 T e S C A P t SHEET g +n.+r.,++..rrwft dM"4- - manufacturers of articles used in this Contract furnish acceptance of the irrigation system b. Resilient Wedge Gate valves shall be No. 403 RT-RW as interference with utilities or other construction or difficulty in planting trees, MM Arcnitw&ure "A �� L� 4 OF � 5 ..*^a 2MI directions covering points not shown in the Drawings and supplied by Watts or approved equal. shrubs, and ground covers. CHECKED t Fanning '""" '"" DRAWING NO. Specifications. c. All Resilient Wedge Gate valves shall be installed per detail. D. The Contractor shall carefully check all grades to satisfy himself that he may safely SS7,57 - L proceed before startingwork on the irrigation system. DATE: 5Z10/02 RLA. 2782 SHEET OF 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details in the Drawings. 3.07 MAINTENANCE 6.07 Weed Eradication: 2. Install NO multiple assemblies in plastic lines. Provide each assembly with 3.05 Finish Grading: If in the opinion of the Pest Control Advisor, perennial grasses and weeds P P Y A. The entire irrigation system shall be under full automatic operation for a period of 1.06 Inspections: P � P its own outlet. After rototilling operations are complete, grade areas to establish finish grades seven(7) days prior to any planting. The Contractor shall arrange for inspections by notifying the Landscape Architect, existing in the planting areas will require control prior to removal, spray these 3. Install all assemblies specified herein in accordance with respective detail. for planting. All flow lines shall be maintained and proper tolerances shall be P P B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. City and governing authorities, 24 hours prior to time of inspection, unless In absence of detail drawings or Specifications pertaining to specific items met after settlement at the end of the project maintenance period. areas per Pest Control Advisor's recommendations. 3.08 CLEAN-UP otherwise noted. Inspections shall be as listed below, but not necessarily in this Finish grading shall leave surface of the ground uniformly smooth and free of A. Prior to the installation of the irrigation system remove and clear all weeds and required to complete work, perform such work in accordance with best Clean-up shall be made as each portion of work progresses. Refuse and excess dirt order. Only the inspection pertaining to the project scope of work will apply: deleterious materials from planting areas. standard practice with prior approval of City of Rancho Cucamonga. abrupt grade change. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of shall be removed from the site, all walks and paving shall be bloomed or washed down, Rough Grading, � 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture and any damage sustained on the work of others shall be repaired to its original condition. Drain Lines and Catch Basins. 3.06 Coordination: 1" - 2" below the surface of the soil. Physically remove all weeds from the site. before installation. Installation and solvent welding methods shall be as 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE Irrigations (main line pressure, coverage & system operations test). Weed abatement work shall be coordinated with the installation of the irrigation recommended by the pipe and fitting manufacturer. Soil Preparation and Finish Grading. system rototilling and soil amendment work, and planting. (See Weed Abatement PART 7 - LANDSCAPE MAINTENANCE 5. On PVC to metal connections, the Contractor shall work the metal A. The Contractor shall operate each system in its entirety for the City of Rancho section). 7.01 Scope of Work: Cucamonga at time of final observation. An items deemed not acceptable b the Plant Material (delivery& placement). connections first. Teflon tape or approved equal, shall be used on all g Y P y Provide all materials, labor and equipment necessary for, or incidental to, City of Rancho Cucamonga shall be reworked to the complete satisfaction of the Substantial Completion Inspection (at completion of landscape PART 4 - TREES AND SHRUBS threaded PVC to PVC, and on all threaded PVC to metal joints. Light improvements) - 7 Days. performing all maintenance requirements as reasonably implied or as delineated in City of Rancho Cucamonga. P ) Y 4.01 Scope of Work: the specifications including b g: wrench pressure is all that is required. Where threaded PVC connections Final Inspection after maintenance period) 7 days. but not limited to the followin are required, use threaded PVC adapters into which the pipe may be solvent welded. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the P ( P ) - Y Provide all material, equipment, and labor necessary to install all trees and shrubs Maintain all plants and planted areas. q P P P Y The contractor shall arrange a Preconstruction ob conference with the Landscape P P E. Line Clearance: City has received all accessories, charts, record drawings, and equipment as required g J P as shown on plans, as reasonably implied and as delineated in the specifications. Kee planted areas free of weeds and debris. before final site observation can occur. Architect and City a minimum of seven (7) days prior to the beginning work. 4.02 Products P l. All lines shall have a minimum clearance of six (6) inches from each other Prune trees and shrubs. 1.0 7 Guaranties: A, Nomenclature - Plant names indicated on the drawings conform the "Standard Plant and twelve (12) inches from lines of other trades, with the exception of the 3.10 SITE OBSERVATION SCHEDULE A. Plant Materials: All trees shrubs and cover; bedding plants and lawn shall be Fertilized all plants and planted areas. > > gm � g P Names established by the American Joint Committee on Horticulture. Except for control wire sleeve(s) which shall be installed adjacent to pressure supply A. The Contractor shall be responsible for notifying the Ci of Rancho Cucamonga in guaranteed from date of final acceptance of landscape construction for periods Irrigation. P � g City g t� eP P P names covered therein, the established custom of the nursery is followed. Insecticidespraying. line. Parallel lines shall not be installed directly over one another. advance for the followingobservation meetings, according to the time indicated: as follows: g � g B. Condition - Plants shall be symmetrical typical for variety and species sound F. Automatic Controller Assembly: 1. Pre-Job Conference - 7 days Trees 24" box & lar larger 1 year 7.02 Fertilizers: Y g Y healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have Install as per manufacturer's instructions. Remote control valves shall be connected to 2. Pressure supply line installation - 24 hours Trees 15 al. & smaller 1 year A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 PP Y g Y healthy, normal root systems, well-filling their container, buy not to the point of G. cocontroller in numerical sequence as shown on the Drawings. 3. Lateral line ands sprinkler installation - 24 hours Shrubs All sizes 120 days Gro-Power Controlled Release Nitrogen, as designated herein, or approved h Voltage Wiring for Automatic Controller: P Y being root bound. Plants shall not be pruned at anytime, and in no case shall trees substitute as required by the Agronomic soils report. Available from Gro Power g g g 4. Automatic controller installation - 24 hours Ground Cover 120 days be topped. 1. 120 volt power connection to the automatic controller shall be provided by 5. Control wire installation - 24 hours BeddingPlant 120 days PP (909) 393-3744. Y C. Trees and shrubs shall be growing at a recognized nursery in accordance with good a the Contractor. B. Ammonium Sulfate: Granular form containing not less than 21 /o nitrogen and 6. Pressure supply line and lateral line testing - 48 hours Lawn (sod) 120 days horticulture practices and shall be of the size and caliper normally associated with 2. All electrical work shall conform to local codes, ordinances, and union 7. Coverage test-48 hours Lawn seed 120 days from first mowing P P Y 24% sulfur and shall be registered as an agricultural miner, with the State g (seed) Y g the container size specified on plans. Removal of all tags, labels, nursery stakes and authorities having jurisdiction. 8. Final observation - 7 days Guarantees begin after the project acceptance b Ci and at the end of the 180-da Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Y g P J eP Y City Y ties from all plant material prohibited until the approval of the Landscape Architect or City. H. Remote Control Valves: B. When observations have been conducted other than the Ci of Rancho Cucamonga, maintenance period. Landscape Contractor shall replace and plant all materials which Section 1030 of the Agricultural Code.g City g P P P P D. All plant material delivered to the site showing signs of damage or disease or is 1. Install where shown on the Drawings. Where grouped together, allow at show evidence in writingof when and b whom these observations were made. have died within the time span stated above at no cost and within 5 days from receiving 7.03 General: Y P � Y g insufficient in size to carry out the intent of the planting plan will not accepted and least twelve (12) inches between adjacent valve boxes. Install each remote C. No site observations will commence without "As-Built" record drawings. The written notice from the Landscape Architect or City. If dead material is not replaced will be replaced at Contractor's expense. Maintenance shall start immediately after landscape irrigation and planting. control valve in a separate valve box. contractor shall not call for a site visit without "As-Built" record drawings, without and planted within the 5 da period, Ci may replace dead material with new material Maintain all plants and planted areas on a continuous basis as they are installed P Y P h' YSizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, I. Flushing of System: completing previously noted corrections or without preparing the system for said visit. and charge the Landscape Contractor for all expenses incurred. during the progress of the work, and continue to maintain them until final P g P Y � P P g Y g P P and 15-gallon) shall have been grown in containers for at least one (1)year, but 1. After all new sprinkler pipe lines and risers are in place and connected, all B. Construction Materials: The contractor shall guarantee all workmanship and acceptance of total project. Replace any dead or dying plants as directed by the � P not over two (2) years. necessary diversion work has been completed, and prior to installation of sprinkler Landscape Architect and Ci representative. CONCRETE SPECIFICATIONS materials for all site development, for a period of one year from date of final Substitutions - Substitutions for indicated plant material will be permitted provided P City P heads, the control valves shall be opened and full head of water used to flushA. Irrigation: Operate irrigation system on an established program to maintain all out the system. PART 1 GENERAL acceptance of project. the substitute materials are approved in advance by the City, and are made at no Y 1.08 Material and Labor Releases: additional cost to the City. Except for authorized variations all substitute plant plants and planted areas in a healthy condition. Irrigation system run-off shall be 2. Sprinkler heads shall be installed only after flushing of the system has been 1.01 Description Upon completion of the work the Contractor shall resent to the Ci signed copies kept to a minimum. Damage to irrigation system resulting from maintenance and P P � P City, � P materials shall conform to the requirements of these specifications. accomplished to the complete satisfaction of the city of Rancho Cucamonga. For concrete information refer to the Standard Specifications for Public Works of all labor and materials releases for all work performed under Site Development. equipment and/or maintenance personnel, shall he restored to its original condition P P Plants Not Approved - Plants not approved are to be removed from site immediately J. Sprinkler Heads: Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer at no cost to the City. Failure of any part of the irrigation system shall be brought 1.09 Disposal and Clean-up: and replaced with suitable plants. The City reserves the right to reject entire lots of 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to to Sections 4, 201, 303, and 400, as well as any other sections related to the Remove all waste materials (including excavated material classified as to the attention of the City. No repairs other than emergency repairs shall be ( g plants represented by defected samples. be installed in this work shall be equivalent in all respects to those itemized. installation,per and post installation of concrete work, materials, labor, and unacceptable soil material trash and debris generated or encountered during the accomplished without written permission from the City. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. clean-up. The Standard Specifications for Public Works Construction is available from: P )' g g 1. Stake all trees, as per details immediately after planting to prevent wind damage. B. Weed Control: Kee all planted areas free of weeds and debris b cultivating areas course of landscape construction, and legally dispose of it. During the course of I. Plant trees that are to be located in lawn or ground cover areas after finish grades P P Y g In no case shall the spacing exceed the maximum recommended by the BI Building News the work removes surplus materials from the site and leave remises in a neat at intervals not to exceed 10 calendar days. m'P P E. are first established and allow at least 7 calendar days prior to installation of said manufacturer. 3055 Overland Avenue and clean condition. Clean u and remove all remaining debris and surplus The Contractor may elect to remove such concentrations of weeds manually or by P g mP lawns or ground cover to provide for thorough watering of trees. All planting holes 3.04 TEMPORARY REPAIRS Los Angeles, CA 90034 materials upon completion of work, leaving the premises neat and clean. shall be excavated as defined on appropriate details. an approved herbicide program. (310) 202-7775 C. Pest Control: Spray all plants and planted areas at beginning of maintenance The City reserves the right to make temporary repairs as necessary to keep the sprinkler The site shall be cleaned upon the request of the inspector. 4.63 Soil Amendments: 1.02 Scope program and as may become necessary thereafter by an approved method of pest system equipment in operating condition. The exercise of this right by the City shall not Soil amendments shall be as r��ecommended in the Agronomic soils report Furnish and install all concrete work complete as indicated on the drawings or as PART 2 - EXECUTION control, to keep all plants and planted areas free of insects and disease. Method relieve the Contractor of his responsibilities under the terms of the guarantee as herein 4.04 Trees Stakes: specified, including, but not limited to the following: 2.01 Protection: shall be reviewed by the City prior to any applications. Pest Control shall include specified. Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for A. Furnish and set all reinforcing steel, bolts, and anchors. Keep all plant material delivered to site in a healthy condition for planting. Plants Gopher control. 3.05 EXISTING TREES G� further information. B. Install all items required by other trades which are to be cast into concrete. shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, D. Pruning: Prune all plants as designated and directed by Landscape Architect, at Where it is necessary to excavate adjacent to existing trees, the Contractor shall use C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where in most earth or other suitable material until planting. Balled and burlapped plants PART 5 - GROUND COVER AND BEDDING PLANTS start of maintenance program and continue to prune plants as directed or as may all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) shall have root ball covered with moist sawdust wood chips or other suitable become necessary until the end of the maintenance program. larger roots occur shall be done inch and lar b hand. All roots two 2 inches and lar applicable. � 5.01 Scope of Work: g y O orger in 1.03 Protection material until planting. Provide all materials and equipment and perform all work necessary for and Remove trash weekly. Edge ground cover to keep in bounds and trim top growth diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall 2.02 Installation: as necessary to achieve and overall even appearance. Exterminate gophers and be heavily wrapped with burlap to prevent scarring or excessive drying. Where a All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. incidental to installing all ground cover and bedding plants, as shown on plans, as arY PP g P ditching machine is run close to trees having roots smaller than two (2) inches in Barricade shall be laced imediatel after concrete finishing. Contractor shall furnish Detailed layout of plants within the planting areas shall be performed by Contractor moles; repair damage. p y g. reasonably implied, or delineated in the specifications. P and approved b the Landscape Architect and Ci prior to planting. 5.02 Bedding Plants: lace and remove all of his own barricades. Contractor shall be responsible for anPP Y P City P P g• diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean P s Y Soil excavated from planting holes shall be amended to backfill around trees and g PART 8 - ACCEPTANCE OF PROJECT cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats damage to new construction and replacement or repair of the work shall be made P g Perennials and Annuals: Provide healthy container grown plants from a g.01 General: shrubs using the following mixture: of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four(24) without added cost to the City. gr recognized nursery, and of the species and variety shown on plans. Upon completion of installation, a maintenance period of a minimum of 180 days Native, On-Site Soil with rock no eater than 3 m diameter P P P Y hours; and where this is not possible, the side of the trench adjacent to the tree shall be 1.04 Clean-up 5.03 Ground Cover: required prior to final acceptance of the work b the Upon completion of all concrete an te work d before final acceptance, the Contractor Gro Power Plus, 5-3-1 15 lbs/cy Ground Cover: Provide ground cover of the species shown on plans. Ground P q P y City. kept shaded with burlap or canvas. for all landscaped areas is accIron Sulfate 2 lbs/c shall remove all tools, surplus materials, apparatus, debris, etc. from the site and the Y cover shall be established and well rooted in flats or similar containers. The Commencement date for the maintenance period shall commence upon writtena royal for all phases of planting installation b the Ci Public Works Inspector. 3.06 FIELD QUALITY CONTROL site shall be left in a clean, neat condition acceptable to the City. (To be used for bidding purposes only, verify with Agronomic Soils Test.) PP P P g Y City P 5.04 Mulch: Where it is necessary to excavate adjacent to existing trees, the Contractor shall use After backfilling, construct a 3" earthen berm to form watering basin around each Mulch: Shall be of compacted wood chip fiber. Maintenance period shall be adequate to verify Plant characteristics and establishment. all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) PLANTING SPECIFICATIONS plant, to allow thorough water-in and establishment. 5.05 Coordination: A. Two inspections shall be made that affect the establishment period: The first after all inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in PART 1 - GENERAL Prior to installation of turf and ground cover, remove water basins from around A. Do not have plants delivered to the job site until site conditions are ready for planting. plantings have been completely installed in order to approve the beginning of the diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall trees and shrubs. Berms in turf areas to be removed prior to City acceptance. If planting is delayed, keep plant roots moist and place in a sheltered location establishment period, and the second at the end of the establishment period. If be heavilywrapped with burls to prevent scarring or excessive drying. Where a 1.01 Scope of Work: plantings are not acceptable at the end of the 180 day period, due to defective PP P P g th'Y� g protected from the sun, wind and other damaging elements. ditchingmachine is run close to trees having roots smaller than two 2 inches in Contractor shall provide all materials, labor and equipment incidental to and PART 3 - SOIL PREPARATION AND FINISH GRADING maintenance, then continue establishment until all work meets with the g ( ) • B. Soil preparation and fine grading shall be completed and trees and the wall of the trench adjacent to the tree shall be hand trimmed making clean necessary for completing all work, as indicated on the drawings, as reasonably Specifications and can be approved. diameter, J g 3.01 Scope of Work: shrubs installed prior to bedding plants and ground cover planting. cuts through. Roots one 1 inch and larger in diameter shall be painted with two coats implied, or as delineated in the Specifications as follows. B. At termination of establishment period all plant material shall be live, healthy, g ( ) g P A. Provide all materials and equipment, and perform all work necessary for and 5.06 Installation: of Tree Seal, ore equal. Trenches adjacent to tree should be closed within twenty-four 24 1.02 Standards: undamaged, and free of infestation. Inferior plantings shall be replaced and q tY- ( ) governing safety incidental to the soil preparation and finish grading of all planting and lawn areas as Plant ground cover and bedding plants in moist soil and space as indicated on brought to a satisfactory condition before final acceptance of work will be made. hours and where this is not possible, the side of the trench adjacent to the tree shall be All work and materials shall complywith overnin codes, safe orders, Po 1 standards and regulations and meet the minimum requirements of the Standard shown on plans, as reasonably implied, or as delineated in the specifications. plans.Each plant shall be planted with its proportionate amount of soil so as All areas shall be neatly raked and free of weeds. kept shaded with burlap or canvas. Specifications For Public Works Construction (Green Book) latest edition. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. to minimize root disturbance. Soil moisture shall be such that soil does not crumble A. Adjustment of the System: 1.03 Quality Assurance: C. Cleaning and finish grading of planters areas and planting areas. when removing plants from container.Regrade planter areas after planting, to 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance A. All Contractors performing Site Development work, must be licensed in accordance 3.02 Topsoil: restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch and to prevent overspray onto walks, roadways, and buildings as much as possible. with the laws of the State of California. A. Existing on-site soils listed as acceptable under Site Grading, specification. material shall be spread over the entire planter area after grade is established. 2. If it is determined that adjustments in the irrigation equipment will provide B. Contractor shall provide the Landscape Architect and the City with a list of B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be Watering shall begin immediately after mulching. (Grading shall accommodate the mulch) proper and more adequate coverage, the Contractor shall make such adjustments Subcontractors and Material Suppliers expected to be employed during the course sandy textured. Silt plus clay content of this soil shall be no greater than 15% by 5.07 Protection: prior to planting. Adjustments may also include changes in nozzle sizes andof construction. weight. The boron content of this soil shall be no greater than 1 part per million as Erect temporary fencing or barriers to protect planted areas from to �►,ND sc�PE degrees of arc as required. measured on the saturation extract. The sodium absorption ratio (SAR) shall not damage prior to final acceptance. �` �0t , ��� gr q C. Contractor shall obtain and keep in force Public Liability and Property Damage �� �G y, 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within Insurance, during entire course of the Construction Contract. The amount of exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, � �� 2782 ten 10 days after notification b the Ci P P gr g PART 6 - WEED ABATEMENT W ( ) Y Y h'• insurance shall be determined b Ci samples of the imported soil shall be submitted to an agronomic soils testing � -. 0 Y ty. 6.01 Scope of Work: * yt 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise D. Prior to start of site development work the Contractor shall notify the Landscape laboratory, approved by the project Landscape Architect for analysis prior to use. designated on the Drawings. P p Result of testing to be delivered to City for approval. Soil test to include analysis Provide all material, equipment, and labor necessary to perform b �' g Architect and City to give starting and completion dates. Contractor shall also all work as indicated on plans, as reasonably implied, and as s� Q 0 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so supply the Landscape Architect and Ci with the name and telephone number of and recommendations. y PP Y P h' P delineated in the specifications. lF � pQ` that each lateral operates at design pressure. the person in charge of the work. 3.03 Soil Amendments: OF CALVE B. Testingof Irrigation S stem: P g All soil amendments shall be as specified in the Agronomic Suitability/Fertility A.6. Quality Assurance: 0 Y 1.04 Responsibilities and Coordination: A. The Applicator of all weed control materials shall be licensed by the State of 1. The Contractor shall request the presence of the City of Rancho Cucamonga in A. Permits: The Contractor shall obtain and a for all pe, and inspections soils report furnished by the Contractor pay P P California as a Pest Control Operator and a Pest Control Advisor in addition to any Q writing at least 48 hours in advance of testing. required b governing authorities for the work to be erformed. 3.04 Soil Preparation: q Y 8 g P subcontractor licenses that are required. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square B. ExistingConditions: The Contractor shall verify all conditions and dimensions All work on irrigation system shall be complete and inspected for recommended fY B. All materials and methods must conform to Federal, State, and Local Regulations. CITY inch and prove watertight. shown on the plans at the site prior to commencement of an work under this approval and, fine grading completed, prior to rototilling and prior to soil DESCRIPTION OF REVISION DATE Note: Testingof pressure main lines shall occur prior to installation of the P P Y 6.03 Submittal: APPROVED: P P contract. The Contractor shall verifythe location and depth of all under ound amendment work. P gr Prior to the installation of any weed control materials the Landscape Contractor C electric control valves. After rough grades have been established, prepare all lawn and planting areas by P Architect/City t CITY 0 f RANCHO C U C A M 0 N G A utilities prior to start of work. tilling or cross ripping to a depth of 12". All rock and debris more than 2" in diameter shall submit to the Landscape Architect/Ci a list of the weed control materials and 3. All piping under paved areas shall be tested under hydrostatic pressure of g 150 pounds per square inch and proven watertight prior to paving. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for shall be removed from the site except for areas that are to be sodded in which all quantities per acre intended for use t controlling the weed types prevalent and 4. Sustain pressure in lines for not less than six 6 hours. If leaks develop, all temporary utilities such as water, electrical ower and as as required b him rock and debris more than 1" in diameter shall be removed. expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor PLANTING P O P P �Y P g q Y replace joints and repeat test until entire system is proven watertight. for the construction of the project. Temporary services shall be coordinated with Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". shall furnish the Landscape Contractor and Landscape Architect and City data to SPECIFICATIONS the City and other contractors on the job site. Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" 5. All hydrostatic tests shall be made only in the presence of the General demonstrate the compatibility of the weed control materials and methods with D. Survey, Reference Points, and Elevations: The Contractor is responsible for to 6" the following for each 1,000 square feet of planting area: DAYCREEK BLVD. & VICTORIA PARK LANE Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled the intended planting and seed varieties present. establishing all surveys reference points and elevations required by him and 4 cubic yards of nitrolized Redwood or Fir shaving or equal. until it has been observed, tested, and approved in writing. 6.04 Responsibility and Coordination: plans for proper execution of site construction. 200 lbs. of Gro-Power or roved equal.6. Furnish necessary force pump and all other test equipment. shown on P P PP q A. Landscape Contractor is responsible for the erection of all signs and barriers TRACT 16081 8e TRACT 1616 4 E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours The above soil conditioning are minimal qualities only and should be used only for 7. When the irrigation system is completed, perform a coverage test in the required to prevent intrusion into the treated areas and to notify the public. presence of the City of Rancho Cucamonga to determine if the water required by him for the construction of the project. All temporary traffic barriers bidding purpose, because soil conditions may change drastically from the time these P planting y APPROVED BY DATE• and detours shall conform to all conditions required by the City or governing specifications were developed to the time the actual soil conditioning take lace. B. No material or methods shall affect the landscape lantin or h droseed coverage for planting areas is complete and adequate. Furnish all materials P P g P germination. No material or method shall render the job site unusable for more CITY ENGINEER RCE N 0 2 49 53 f Th . Therefore, e Contractor shall obtain his own soils analysis at a rate of one and perform all work required to correct any inadequacies of coverage due authorities , thCtthper than 10 days from date of application. DESIGN RECQ DED to deviations from the Drawings, or where the system has been willfully 1.05 Defective and Unauthorized Work: every 25,000 square feet of planted area. These soil tests shall be conducted by an 6.05 Non-Selective Herbicides: SS All work which is determined by inspection to be defective in its construction or approved Agronomic soils testing laboratory approved by the project Landscape installed as indicated on the Drawings when it is obviously inadequate, Non-selective contact herbicide and/or non-selective systemic herbicides (as rLandocape without bringing this to the attention of the City of Rancho Cucamonga. deficient in any of the requirements of the plans and specifications, shall be remedied Architect and City. Copies of the soil test to be provided during the Pre-construction DRAWN S iTE % CAPeS SHEET recommended by the Pest Control Advisor)This test shall be accomplished before any ground cover is planted. or removed, and replaced by the Contractor at his own expense in a manner acceptable job conference. 6.06 Selective Herbicides: [MM ,,, w &"-� L 5 OF 5 to the Landscape Architect and City. t P,,,,,,,,,9 w„°"„,b ,� 8. Upon completion of each phase of work, the entire system shall be tested Selective pre-emergent herbicides compatible with seed mixtures (as recommended CHECKED Llww DRAWING NO. and adjusted to meet site requirements. by the Pest Control Advisor)t SS DATE: 5Z1 O02 RLA: 2782 7 S 7 !- SHEET __LL0_0F