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HomeMy WebLinkAbout2116-L DEVELOPER/OWNER A A HITE A LANDSU/ Ivk: %aTURAL PL h10 LEWIS OPERATING CORPORATION 0 D 0 IrnILL 1 156 N . Mountain Avenue ® A I I a L A Upland , California 91786 9 09 985 - 0971 TRACT 1688 LANDSCAPE MAINTENANCE DISTRICT NOm 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. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L- 1 TITLE SHEET 'S W L- 2 CONSTRUCTION DETAILS & NOTES 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD 0 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. MILLER AVE a L- 3 CONSTRUCTION PLAN 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L- 4 IRRIGATION DETAILS '- DAMAGE INSURANCE AS REQUIRED BY LAW. L— 5 IRRIGATION NOTES 8c LEGEND 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIF r PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L- 6 IRRIGATION PLAN 6• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L— RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. PLANTING DETAILS & NOTES -0 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L- 8 PLANTING PLAN (TREES) PROJECT S1 - HAVE BEEN APPROVED BY THE CITY ENGINEER. 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L- 9 PLANTING PLAN (SHRUBS) WIDE FLAT AREA AT THE TOE OF SLOPE. L- 10 IRRIGATION SPECIFICATIONS 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L- 1 1 CONSTRUCTION AND PLANTING SPECIFICATIONS FOOTHILL 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 SM - 1 MASONRY COLUMN BLVD. 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 CHESTNUT REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER Q' CHESTNUT COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. i p 10' APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. O 11• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 0 12• CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: CONSULTANTS U * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS THOMAS GUIDE PAGE 574 1-8 * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS LANDSCAPE ARCHITECT: * 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 SITESCAPES, INC. VICINITY MAP 13• MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE 3195 B AIRPORT LOOP DRIVE NOT TO SCALE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, COSTA MESA, CA 92626 PRIOR TO FINAL CONSTRUCTION. PHONE NO. (949) 644-9370 MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY–MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * 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. CIVIL ENGINEER: * 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. MADOLE & ASSOCIATES, INC. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 760—A S. ROCHESTER AVENUE ONTARIO, CA 91761 PHONE NO. (909) 937-9151 i ........_..._...�. 2444 .._. ._... _4444.._.. 4_4.44_ .� � • ................. LANDSCAPE ., 4444 f' ^•4444_ - T' i .{•-. r—r- • LANDSCAPE QUANTITIES U - cuc,� o ti.... .,....J , FOOTHILL BLVD - STREETSCAPE � O� Yt I TOTAL S.F. OF NON TURF LANDSCAPED AREA 8,275 Sq.Ft. : n W TOTAL S F OF HARDSCAPE AREA 1 82q t TOTAL S.F. OF ALL AREAS' 4444 20,557 AC.F4GTFHL—BLVD. - TOTAL ACRES OF ALL AREAS 4 .-2222 4444. ..... ITY ......._ ............... ................_.._ 4442 T:.� . __. ........._f - . „ -.......... .—�. � APPROVED: —. .......... �. DATE TOTAL STREET TREES FOOTHILL BLVD. MEDIAN __..j I !2 _ , "��:��•-� i LAGERSTROEMIA INDICA - CRAPE MYRTLE 'WATERMELON RED' 16 Ea. CITY OF RANCHO CUCAMONGA '� `� =,_r•, _J "` PINUS CANARIENSIS - CANARY ISLAND PINE 20 Ea. O ) _.. LANDSCAPE IMPROVEMENT PLANS FOR :.�, : 4.444,. 4444-. - ' FOOTHILL BLVD. MEDIAN ISLAND ........... _ _....._........_......— ...... U > TRACT 16882 LMD AREA N.T.S. STATION 340+00 TO STATION 363+00 COVERSHEET `AHpgCAP APPROVED BY DATE:�v ® ' w. roipF�p CITY ENGINEER / / RCE NO 2 953 • 2782 �'cy'� DESIGN RECOMMENDED QC � 5S _ s Ot DRAWN 1 7 L' C A P e SHEET s� I DAIT BE LH KK Landscape si10s s�"Baa,s.ro. (1049,eu va�u L® 1 1 1 ' ' Architecture cors Yaa•Caworai.sms rAx p1+)21a-st4s OF TF OF WIN CHECKED & Planning fthar/Polhomu.•puna/2762 DRAWING N9. xx DATE: 1 13 06 RLA: 2782 P96JtCY SHEET 10 OF A' � � O1 PRECAST CONCRETE V) 24" SI Q. 24" SQ. CAP #Q—E24PC BY QUICKCRETE V) (909) 737-6240, COLOR C-1, W w TEXTURE T-2 5 Y _J CONSTRUCTION SCHEDULE N 1 „ z N @BATTERED STONE PILASTER VARIES-- SEE PLAN = o o D TO BE CONSTRUCTED FROM16x8x16 CL o��Gd0�0�� oo CL 8 COLUMN BLOCK W/ RIVER ROCK VENEER. ~ 2 Concrete Historic Bollard and Cable Roadway Safety Barrier: PROVIDE 12:1 BATTERED ON ALL 4 SIDES. To be compatible with the Foothill Blvd. Visual Improvement Plan, INSTALL MASONRY TIES AS REQUIRES s" — w See detail 3 of sheet 2. 4 4 LARGER STONES AT BOTTOM, GRADUATING ? '' TO SMALLER STONES AT TOP. RIVER ROCKS �� >' r2 6 high Concrete Curb per C.E. Street Improvement Plans. ;.w f• TO BE 1.5 CU/FT MAX. AND CU/FT MIN. s CONCRETE FOOTING S j Pavers type and color to match adjacant projects along Foothill Blvd. 1 1 11:. : ! I.L. 4 1 `✓ 1O 12 1 " 2 CUSTOM CONCRETE CAST ROUTE 66 CLASSICAL Contractor to submit samples to City for approval. 2 Q Chi ( I ROADWAY SIGN. SIGN TO BE INSTALLED AT SAME Jill 9 ANGLE AS PILASTER VENEER WITH A 11" RELIEF �J FROM FACE OF RIVER ROCK BY QUICK CRETE 4 6 2 3 8' x' x',•` CONTACT: LINNEY SMITH (951) 741-5269. SIGN 8' O 2 ,'c 6 INSTALLATION PER QUICK CRETE SHOP DRAWINGS. SEE BELOW FOR SIGN LOCATION PLAN I O ADJ. PAVING W/ EXP. JOINT CONSTRUCTION NOTES '' 6 CONCRETE BATTERED BUILD—OUT ELEVATION ;y A—A SECTION AS REQUIRED O PAVER — SEE SCHEDULE FOR O 1.Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to C PATTERN AND MATERIAL SPECS. the attention of the City's representative. O O COLORED CONCRETE BASE; 4' SQ. W/ Ya"R INSTALL ON 3/4" MIN. GROUT ty p EDGES AT ALL SIDES. COLOR TO BE #5234 BED W/ STANDARD TOOLED 2. Contractor shall be responsible for making himself familiar with all underground utilities,pipes and `f "SUMMER BEIGE" BY L.M. SCOFIELD. TEXTURE JOINTS structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement TO BE LIGHT BROOM FINISH. PROVIDE TOOLED of said utilities. 6" „ `'° 36" Q.I 6" CONTROL JOINT 0 16" O.C. O2 4 THICK CONCRETE SUBBASE 3.Contractor shall not willfully proceed with construction as designed when it is obvious that unknown O #4 REBAR WRAP 0 TOP , MIDDLE AND BOTTOM3 COMPACTED SUBGRADE obstructions and/or grade differences exist that may not have been known during design. Such SLOPE SLOPE SLOPE :J I I :: SLOPE k:J9 (95% REL. COMPACTION PER SOIL conditions shall be immediately brought to the attention of the Landscape Architect and City's representative. ro To m ro O (4) #3 VERTICAL REBAR 0 EACH CORNER DRAIN 0 DUN DRAIN7 REPORT) The Contractor shall assume full responsibility for all revisions due to a failure to give such notification. 7 : 6" 5 ' accomplish SIGN LOCATION PLAN O4 6" CONCRETE CURB PER CIVIL ENG. 4. Contractor shall be responsible for any coordinating with other sub-contractors as required to P y F.S. 6 _ F.S. construction operations. .'' • •...�''~�• r T•�'�w.. S 4" COMPACTED MULCH; HOLD TOP 5. Concrete surfaces shall be formed with long, smooth gradients to reduce dips,abrupt changes and e SIGN FOOTHILL BSIG LVD. N (EAST SIDE) Q — I — (WEST SIDE) -WEST BOUND OF MULCH SURFACE 1" BELOW TO sharp transitions. „ " " % 6 36 SQ. 6 5 I I I ' d• 1=5 5 OF PAVERS 6. All concrete flatwork to be 3 1/2" minimum thickness and located as shown. Concrete will be IETFa v —�* O6 (2) #3 CONTINUOUS REBAR; FOR of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and 48" SQ. CONCRETE SUBBASE AREAS WIDER 18" I I= I +�� ill e_ — — # ACI 318.Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation THAN 48" PROVIDE 3 REBAR 0 is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. A a a . v 'd 24" O.C. BOTH WAYS Concrete shall have a compressive strength of 2500 PSI in 28 days.Uses of admixture 11= I = 3 FOOTHILL BLVD. shall be approved prior to construction and shall be in accordance with the ACI 301.Concrete — T T— ,,rri—rr�r—rr—r —rr— ,—rt i— , i* EAST BOUND —�- that has been pretempered by water or cement after concrete has partially hardened,is not PILASTER TO BE STRUCTURALLY ENGINEERED 48" SQ. 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 verify that it meets design 1 ARTWORK 2 PAVERS requirements. Concrete shall be poured continuously,where possible and thoroughly consolidated by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in accordance with ACI 301. 7. Contractor shall coordinate irrigation and locations under paved areas as required. CABLE TERMINUS CONDITION (TYP.l Refer to appropriate plans. �4" 8. If in the field, scaled dimensions conflict with stated grades,and/or elevations,the design elevation shall take precedence. 2 1 SLEEVE (TYP.) 9.Prior to placing concrete,the Contractor shall sufficiently moisten the subgrade and provide subgrade 3 3 / ` I preparation per the soils report. t w , : 10.Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing,base material, M � � • , etc. for all hardscape paving,wall footings,etc. 6 .t, FACE OF CURB FACE OF CURB 6 PIAN VIEW w BOLLARD #QR-68B BY QUICKCRETE O2 Y2" DIA. STAINLESS STEEL CABLE. CABLE TO HAVE A MAX. OF 4" DEFLECTION (OR 3 END SITUATION: CONTRACTOR 70 TERMINATE THE �4 #3 REBAR ® 24" O.C. BOTH WAYS © DEEPEN FOOTING ONLY AT BOLLARD. (951) 737-6240 SAG) BETWEEN BOLLARDS SPANS. CONTRACTOR TO PROVIDE APPROPRIATELY SIZED CABLE ENDS WITH SURFACE MOUNT HIDE A THREAD FOR CONCRETE WIDER THAN 48 SEE PLAN FOR LOCATION 3 TEXTURE TO BE T-2 INSET SLEEVE ON ALL BOLLARDS. PROVIDE 1i" WIDE X i" DEEP COUNTERSINK ON TOP HAT CABLE SYSTEM AND (2) 1j" STAINLESS O BOLLARD SET ON 1" MORTAR BED. 1 COLOR TO BE C-1 NATURAL OUTER SIDE OF END BOLLARDS. STEEL WASHERS. CABLE, WASHERS AND TOP HAT O (2) 1/2" DIA. �x 6"L. ANCHOR BOLT CUT PAVER TO FIT AROUND THE SYSTEM AVAILABLE THROUGH PRECISION CABLE AND EMBEDED IN 2 DIA. x 5 DEEP GROUT BOLLARD. PROVIDES ADHESIVE PER SWAGING, 800-321-3484. ASK FOR TOM DUGAN. POCKET MANUFACTURER SPECIFICATION CABLE ENLARGEMENT 13' 13' 13' ' O.C. (TYP.) O.C. (TYP.) 1 O.C. (TYP.) 3 18" 7 2 2 2 W -,I��- •', '• 3 d ' LU F.S. F.S. 4 18" DIA. 6 ELEVATION VIEW SECTION VIEW INSTALLATION DETAIL PERSPECTIVE VIEW 3 CONCRETE BOLLARDS W/ CABLE w� 4 � 0 0 Q MEDIAN TREES I ' SHRUBS I I a I DESCRIPTION OF REVISION DATE CITY ` 6 MEANDERING 189 WIDE w �' CURB SIDEWALK MAINTENANCE A STRIP ; CITY OF RANCHO CUCAMONGA I I i II =_I=11=11=1i1=til=i i I�NDSCAPE IMPROVEMENT PLANS FOR -'- FOOTHILL BLVD MEDIAN ISLAND ,_�I •. I I I_, I I I�I I I—I I�I�I—III=1�I_, I — =1L,-�,�rt _ _ — _ — —= _ _ — _ _I-11( 1 1 J (-111-1"-il-1 1= -1 I'-1 =III-11-! — — — _III-1 -1TI=1 _ — — ,_ - - - - 1= = — = - 1= =1I =I = = 1= '_ = = = -I= = = = =1 = =,I=11=1 = = _ _ - - — - =moi TRACT 16882 14 III—i I l l=1 I_I.I I —I _ — — I—T11=1 1=1 I—I I,_I i 1 .—I I I i—! 1 —1.I— _I _1 . 1 I _ I ! I I �_I-1 _1 -1 I_'.III I I �l_ I�l — I i 1T I I_I —I 1=1 I—III-1 I I- - - — — — — — — _ _ — _ i= —i —i t T,i l I 1=1T_I=1 I I-1 i,_I _1 I I •.• .� ==1 =fl(_, I l i=1T1=1T_I=IT(—I 11=1 I I_1 I—III llf—TT 1E], � , • _l lel i lel hill it ilei =�1 X1 1 ill i lel l�II i lTl llil li ISI hl l;' _T_I' STATION 340+00 TO STATION 363+00 VARIES IN WIDTH CONSTRUCTION NOTES & LEGENDS I , / FOOTHILL BOULEVARD (LMD LIMITS) FOOTHILL BOULEVARD \,�NDs`40�, APPROVED BY DATE: � CITY ENGINEERRCE NO 24953 oF 2782 y4y°s0. RECOM NDED I I DESIGN ULTIMATE EXISTING EXISTING DRAWN � S I T Q S C A P L' 3 SHEET' ROW ROW ROW Landsca • s1e9•u e W. J'J• �Q BE, LH, KK P (939) 210-9370 L- 2 11 9rF of CA O? CHECKED Architecture �•�w••l• mui4Caltfonig 92629 FAIT(714)210-3130 DRAWING N0. 4 MEDIAN CROSS SECTION A-A g Planning Rtnhar.Polhomu,,Liwnu/270t xx DATE: 1 13 06 RL.A: 2782 d2l I gyp- PROJECT E CONSTRUCTION SCHEDULE (D Concrete Historic Bollard and Cable Roadway Safety Barrier: W W To be compatible it r I `� LU p with the Foothill Blvd. Visual Improvement Plan, � { _ , ,� � � W See detail 3 of sheet 2. I — -`�---",T-_ —� -=4,--a-=v— 2--'o--'�---a- --e---2—_�-�-�=�—'a—$--mob---¢•--v�--- r—&-2-- — - =Y--.�-i—�--_ _ 2 6" high Concrete Curb per C.E. Street Improvement Plans. - 3 Pavers type and color to match adjacant projects along Foothill Blvd. - — kr Contractor to submit samples to City for approval. r- tq -T-�I ��1•/111 19'-611 32, V7 to I 4. 1� 9 W A' 21' I W I I - 00 345+ 00 346+ 00 '3' 2 PESO I— Y ME IANC RB EDGE 1 r O 4 SEC MEDIAN A PE C.E. PI ANS 1 U J \ Ee L 9o.. 9�... _ 2 ECTION --rl 5 1 � 1 r � 1 i W LUa. W`�-1' LU LU 0- — --- --_- ______ —� �— �- .&____y pp - —___ . _ _ _ _______ _ — -- —— _. 7- .-4•----9r-9---a---9 $---4--C----u--9--Rr--4r---�r--0---3-- I , _ w `� - 0 V 1U � FOOTHILL BO'ULEVA-L\ "- FOOTHILL BOULEVARD FT-+/1� 3 U. coo 1 j 356 + 00 PA PA — — — — —f .0 — — —�--- — —4— — — MEDIAN CURB EDGE PER C.E. PLANS 1 3 3 CONCRETE E'"'4 2 BOLLARD i 1 ARTWORK W/CABLE 2 I ` 1 13' '•� �'•b' 13' — — - -- - -- — — — 2 � 1 1 1 1 1 I DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA LANDSCAPE IMPROVEMENT PUNS FOR : FOOTHILL BLVD. MEDIAN ISLAND TRACT 16882 STATION 340+00 TO STATION 363+00 CONSTRUCTION PLAN tit,acscAo APPROVED BY : /, DATE: FOR CONSTRUCTION DETAILS & NOTES SEE SHEETS L-2 ����° ► c,yF CITY ENGINEERro (/ RCE NO 249-53 as 2782 `�,r y'�, DESIGN RECOMMINDED * * SS _ FOR IRRIGATION PLAN SEE SHEETS L-6A(; E DRAWN I T C c A P 1E SHEET `V L°ndsc° • sive nrraa►u>�Drive ("t)eu-�o -yy Q QQ,,,, s� \�' �E, LH, KK Architecture u.w,cmrmde 926`9 fAX(slq 210-s/10 L� V OF 1 1 FOR PLANTING PLANS SEE SHEETS L-S & L-9 lFOF CAL���� NECKED Pi°^�' ``�'�" "`�p��"' DRAWING N0. xX DATE: 1 13 06 RLA: 2782 cpq 16 rL Pioiicripa _18" METERED ENCLOSURE 1f�1 STRONG BOX MODEL NO. FRONT VIEW MP3 SERIES HARDSCAPING(SEE NOTE 4) NOTE: METER 70 FACE STREET TOP ENTRY ENCLOSURE �A, F << �. u Z ROUND PLASTIC VALVE BOX h = _ LR/RR DOME ANTENNA PORT LOCATED OUTSIDE OF STRONG BOX MODEL NO. NOTE COVER ETCHED"IRRIGATION GATE" SSSS-SERIES 1=1II I-III-III_ BOX.INSTALLATION&OCATION d (CARSON OR EQUAL) BY CITU REPRESENTATIVE. CALSENSE CONTROLLER ENCLOSURE TO 8E GROUNDED PERMODEL NO.PER PLANS LOCAL CODE. FTO Q III- VERIFY DIRECTION PRIOR FINISH GRADE 'I TO MOUNTING ANTENNA CALSENSE HARNESS I I i I I-I ( Ir CALSENSE TPI 10 FINISH _MI III -III I I-III-i I i_ GRADE 120 VOL!DUPLEX OUTLET(GFCI), CALSENSE TP-1-40 8" -III _ CLEAN BACKFILL-SEE NON-SWITCHED.TO BE PLACED BOARD REGARDLESS MIN. 3'X 3'X B"CONCRETE BALL VALVE-1 i/Y OR SMALLER WITH Z 1^y _ WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. SPECS.FOR MATERIAL. ENCLOSURE FOOTING INSTALL A MINIMUM STAINLESS STEEL HANDLE I-I I I 90%COMPACTION REQUIRED I I-III' -III NO OPEN ELECTRICAL WIRING a° _ F" r; ABOVE GRADE AND _ I-I III SHALL BE IN CONTROLLER ZIP ;;y SLOPE TOP TO DRAIN AT RESILIENT WEDGE•2"OR LARGER WITH N k=1 CLEAN BACKFILL-SEE MOUNT AREA COMMON/CONTROL WIRES :# :; MINIMUM OF 2%. 70PERATING NUT _ PROVIDE W MIN.OF SAND SPECS.FOR MATFILL-S 4L. FINISH MINPI GATE VALVE (-IBEDDING AND SHADDING - =) - EPDXY COATED -I I II-I 120 VOLT WIRE IN RIGID STEEL N 90°h COMPACTION REQUIRED GRADE a°f 8"THICK CONCRETE I� O RRIIT(PER LOCAL CODE)GATION CONTROLLER VALVE I=I ... . . . . . . . . . . . . . . . . . . . . . I I -III I I= ::} y OFF33"ABOVE LL AMIN, GTING ARADE AND Z •: SLOPE TOP TO DRAIN AT ENCLOSURE NON-PRESSURE LATERAL LINE: 120 VOLT WIRE O RIGID STEEL (De TMPWEEP ELL I_ !f-_J _ -III I-I - - - I- SLOPE T OF TO rT-� . . . . . . .- III- -I I I I_ SCH.40 SNAKE PIPE IN }}}�����) //--3•SCH 40 CONDUIT FOR CONDUIT(PER LOCAL CODE) j TRENCH I I ('�� I I ) COMMON/CONDUIT WIRES TO POWER SIDE of ENCLOSURE 3" 3" I-III CONTROL WIRE SLEEVE- I I 20" III- ADJACENT TO PRESSURE - 120 VOLT WIRE IN RIGID STEEL s -III-I SUPPLY LINE: 90 SWEEP ELL E" 1 -III _-I I I-I ffi,�H-PRESSURE SCH.40lCL.315 SNAKE TO METER ENCLOSURE SIDE VIEW SUPPLY LINE PIPE IN TRENCH CON DUIT(PERLOCALCODE) _ . . . . . . . . . . . T i• VIE, I-I -' PRESSURE SUPPLY LINE _-_� RIE' 'fir ALL CONNECTIONS SHALL BE WATER TIGHT a. ';!; • I I I I -I I I III-III-- SLEEVE-SIZE TWICE -III-I "OUTDOOR TYPE'CONNECTIONS. ° _� DIAMETER OF PRESSURE - CONTROL WIRES-BUNDLE 5 D.". I I I 61 Typ SUPPLY LINE I-_III I_I I AND TAPE AT 15 AND ENCLOSURE MOUNT ELECTRIC METER PER SCE 1 J INSTALL ADJACENT O.C.. F4 15p I I- PRESSURE SUPPLY LINE NON PRESSURE LATERAL III _I I I -I I i-III=I I= NOTES: LINE SLEEVE-SIZE TWICE I I ' PROVIDE 6"MIN.OF SAND I F=1DIAMETER OF NON-PRESSURE III-I I 6"TYP. 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION LATERAL LINE BEDDING AND SHADING TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE CONTROL VALVES. 3G AGGREASHEDGATE CRUSHED NOTES: 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE AGGREGATE BASE 1. ALL SLEEVES LE BE SCH 40 PVC. MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. FINISH 8" B'GROUND ROD NOTES: 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. GRADE MIN. 9� 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. NOTE: S.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. �• > k# "' 2.INSTALL CONTROL VALVES A MIN,OF 12'FROM STRUCTURES OR HARDSCAPING. 6.LR(RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 1.PIGTAIL AND LOOP CONTROL WIRE AT 9(P CHANGES IN DIRECTION. LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER (24"MIN.TO 38'MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 2.PRESSURE SUPPLY LINE:2 i/2"AND SMALLER 18"MIN.DEPTH SYSTEM PRIOR r0 ACCEPTANCE. 2"SCH 40 CONDUIT I 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET, 7.ALL ELECTRICAL DEVICES ACCEPTANCE. BE GROUNDED PER LOCAL CODE. FOR LIGHT WIRING - 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND WAND LARGER 24"MIN,DEPTH 8.CONTROLLER SHALL NOT BE CONTROLLED D D P OUTLET,IT IS TO BE WIRED'HOT. TI II VALVE NUMBER INSIDE VALVE BOX. 8.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 1 CONTROLLER- STD.522 2 GATE VALVE -STD.518 3) TYP. SLEEVING-STD.533 4 TRENCHING-STD. 532 5 ) CONTROLLER ASSEMBLY STD. 524 TO SPRINKLER-ANGLE PIPE TO ° SPECIFIED DEPTH WITH 45°ELLS SCH 40 PVC MALE ADAPTOR SCH 80 PVC UNION "SNAP-TITE"WATERPROOF WHITE CONNECTORS OR EQUAL BLUE PVC NIPPLE ELECTRIC CONTROL VALVE WITH "SNAP-TITE"WATERPROOF PRESSURE REGULATOR CONNECTOR OR EQUAL PLASTIC VALVE BOX AND LOCKING RED COVER(CARSON OR EQUAL), WIRE SERVICE ENOUGH WIRE LOOP(LOO WIRE BLACK? MARKED WITH"IRRIGATION RCV" WATERPROOF ALL WIRE I� AND ETCHED WITH CONTROLLER BUNDLE 8"ABOVE GRADE) IRRIGATION CONTROLLER CONNECTIONS 1c�9 AND VALVE SEQUENCE SPLICE BOX COVER WITH PIG TAIL EXPANN.24-LONG) Z 16"MIN•, FINISH GRADE LOCKING TOP ETCHED 3.8, PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24"LONG) M Q �.-� EQUAL)WITH PLASTIC INTEGRATED i I (- LOCKING LID.PLACE AT GRADE IN _ TURF AREAS AND 3'ABOVE IN PLANT BED. SIDEWALK x 3TIN�E IN LAWN BEDS EAS PIG TAIL EXPANSION LOOP(MIN.24"LONG) `v OOTCH LOK EPDXY FILLED I I- ONNECTORS FOR ALL FLOW >c WHITE 3' PIG TAIL EXPANSION _ ENSOR WIRE CONNECTIONS. (STALL SCOTCH LOK3 h h (COMMON) LOOP(MIN.24"LONG) -I r _ 4 AFTER ISTALL(N43 BLUE FLOW "'- BRASS ANGLE I I- 12"X 18"GREEN PLASTIC METER TALLId FLOW LOW METER. OF 14 ? WIRES 3 VALVE W/UNION _I BOX.CARSON OR EQUAL a - RED w % a e 13 y A 314'WASHED CID • ♦o 07 o° CRUSHED AGGREGATE BLACK MASTER CONTROL ; p•" QY SCH 80 PVC NIPPLE F1�e► t VALVE a ° ;f.8 o� 314"WASHED CRUSHED SCH 80 PVC UNION y" �• •"' �� MAINLINE DIAMETER AGGREGATE TO BE FLOW METER SAME A3 FLOW PLACED TO A DEPTH OF CONTROL 8 COMMON WIRES M = METER SIZE IN FLOW METER AND �- MASTER VALVE 80X MAINLINE DIAMETER SAME AS Flow METER SIZE MINIMUM DISTANCE DOWNSTREAM OF -III--1 I I-) I I-III-III I I 1 UNINTERRUPTED PIPE(5X DIAMETER _ OF FLOW METER SIZE) III-TI�-III-I I I_T= 24 VOLT WIRES.TAPED AND s MINIMUM DISTANCE UPSTREAM OF BRASS NIPPLE ' I III BUNDLED AT 15 FT.INTERVALS UNINTERRUPTED PIPE(1oX SCH 80 PVC SXSXT TEE -I DIAMETER OF FLOW METER SIZE) NOTES: PRESSURE SUPPLY LINE 2 CU.FT.PEA GRAVEL 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING, NOTES: 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. I. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 2. IN MULTIPLE FLOW METER/M.V.INSTALLATIONS MAXIMIZE THE DISTANCE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. FROM THE"TEE'TO EACH FLOW METER TO MINIMIZE TURBULENCE. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE VALVE BOX. 6 FLOW METER - STD.516 7 CONTROL VALVE- STD.520 8 24v SPLICE B - OX STD.540 ENCLOSURE MODEL PER BACKFLOW PREVENTER IRRIGATION LEGEND ASSEMBLY POP-UP SPRAY HEAD BODY 6"-12"DIAMETER CLEAR NIPPLE-TYPICAL SET TO 1/4'ABOVE FINISH (4)PLACES GRADE OF SOIL. MULCH PER CITY FINISH SOIL GRADE STANDARD,TAPER PIPE SUPPORT PERCVWD ROUND PLASTIC VALVE BOX 8 COVER: STRUCTURE OR AWAY FROM HEAD STD.DWG.305. ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING BRASS WYE FINISH GRADE ;5�. "; STRAINER WITH 60 MESH NIPPLE 8"MIN. AT GRADE IN TURF AREAS !v MONEL SCREEN 3"IN NON-TURF AREAS 18"MAX. PRESSURE 6"THICK X 12'WIDE - REGULATOR CONCRETE PAD(LENGTH I LF I I SEE LEGENDIPE SUPPORT VARIES PER SIZE/ r _ FOR MAKE AND SPER TO. N �s MANUFACTURER)SLOPE TO - - -,--- - par At I - iT I I I I 1 _ MODEL NO. sr0.Dwo.3Ds 5 DRAIN AT MINIMUM 2% � 12 FINISH GRADE - ( I•r-=I T1I'- UNION I- ► PVC SLEEVE 33 DNP QUICK r:► *�i k k�:..e:► ► '': COUPLING VALVE a+ k • REQUIRED FOR PIPE THROUGH WITH PURPLE RUBBER CAP 1 - CONCRETE PAD STAINLESS STEEL - N FROM WATER SOURCE I I-- (2)PLACES NIPPLE- PEAL 3 SCREW CLAMP _ 90%COMPACTION I I- SCH 40 PVC MALE MINIMUM(3j PLACES SCH IM PVC NIPPLE Q z I I- (MINIMUM 2-LONG)w I I�- m I 3/4"WASHED 1Ll ADAPTOR REQUIRED CRUSHED AGGREGATE BASE sic, •Y• to 2'•)5c. •'D Y'• SCH 80 NIPPLE 6"LONG SCH 40 PVC TOME R T4::• .a., .., - 4...1,.. . TXT90'ELL E TO SYSTEMS SCH 40 BRASS NIPPLE DESCRIPTION OF REVISION DATE CITY LINI��I_ ELBOW SCH 40 BRASS NIPPLE'I tI RIGID PIPE AND RELATED FITTINGS SHALL APPROVED: PER TYPICAL(4)PLACES 24"LONG MARLEX 90'STREET ELL CITY CA VALLEY WATER DISTRICT STANDARDS F RANCHO C U C A M ® N G A CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO NOMARLEX 90e ELL TES: CONSTRUCTION. 1 INSTALL PER LOCAL CODES. NON-PRESSURE 2. EQUIPMENT TO BE INSTALLEDATAMINIMUMOF24'FROM ANY LATERAL FITTING LANDSCAPE IMPROVEMENT PLANS FOR . STRUCTURES OR HARDSCAPING. SCH 40 BRASS 90°ELL NON-PRESSURE LATERAL LINE 3. WHEN UNIT 13 NEXT TO A STRUCTURE WALL,BUILDING,ETC.) FOOTHILL BLVD. MED IAN I S LA N D MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. SCH 80 PVC 900 SCH 40 BRASS 90° 4. ORIENT UNIT PARALLEL TO STREET. STREET ELL STREET ELL SCREEN5. UNIT WITH SHRUBS WHENEVER POSSIBLE. PRESSURE SUPPLY /14 REBAR STAKE TRACT 16882 8, DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF LINE FITTING (24'LONG) NATE: STATION 340+00 TO STATION 363+00 DISIMILAR METALS. 1.LOCATE HEAD 2"TO 8"FROM WALKS,CURBS,HARDSCAPING, 7 VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER PRESSURE SUPPLY LINE MOW STRIPS AND EDGES OF LAWN. IRRIGATION DETAIL S 2.USE TEFLON TAPE ON ALL MALE THREADS. E MAINLINE IS 3"OR LARGER. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 8. IFA PRESSURE REGULATOR 13 REQUIRED,IT SHALL TO BE INSTALLED ON NOTE: COMPENSATING FATUREA3 PER THE IRRIGATION PLAN. � DATE THE INLET SIDE OF BACKFLOW LOOP, 1.PLACE AGGREGATE PRIOR TO INSTAL-CATION OF VALVE BOX. 4.HEAD CONNECTIONNAPPROVED BY : AT BOTTOM INLET ONLY. �0 p f 9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN Y. �,AN D S�,�PC(A' ,,�c CITY ENGINEER c�C,��// �� RCE NO 24953 oa 2782 y.� DESIGN 00, RECOM NDED CID SS DRAWN �3 I T E S C A P I? S SHEET J'� c6 �Q BE, LH, KK Landscape 3102 a Pl,peA i D&o (249)G i370 L- 40 1 1 Arch(Lecturs C-es Gam C-Ill 02022 FAX(714)210-3140 F 9 BACKFLOW PREVENTER-STD.51 '7-A 10 QUICK COUPLER-STD.53 6 11 HI-POP SHRUB P - 9TF °°b �a� CHECKED PlannI Rtah°~Polhomu,1.1-n„/270E S RAY STD.539 l CA�� DRAWING NO. xx DATE: _1Z13106 RLA: 2782 oZ I'1 4 PROJECTEE IRRIGATION NOTES IRRIGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI 1' NEW WATER METER (SIZE PER. PLAN), AS PROVIDED BY CVWD, IS REQUIIRE0 AT [b RAINBIRD 1812-SAM-PRS-5Q QUARTER SPRAY HEAD 5' .10 30 PRFSSUfi'E LOSS CALCULATIONS ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS ❑ RAINBIRD 1812-SAM-PRS-5HHALF SPRAY HEAD 5' .20 30 WATER METER AND PAY ALL COSTS FOR. THE INSTALLATION OF A NEW WATER METER, 4 RAINBIRD 1812-SAM-PRS-8Q QUARTER SPRAY HEAD 8' .26 30 INCLUDING HOT TAP AND SERVICE LINE" CONTACT THE CUCAM+ONGA VALLEY • RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD 8' .52 30 STATIC PRESSURE HIGH 83.35 PSI LOW 73.35 P.S.I. WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. ® RAINBIRD 1812-SAM-PRS-8F FULL SPRAY HEAD 8' 1.05 30 SOURCE OF INFORMATION TED © CVWD 4 RAINBIRD 1812-SAM-PRS-12 PHONE NUMBER (909) 987-2591 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW MATER METER, FOLLOWED 4 Q QUARTER SPRAY HEAD 12' .6s 30 DATE OF INFORMATION 01116106 RAINBiRD 1812-SAM-PRS-12H HALF SPRAY HEAD 12' 1.30 30 BY A PRESSURE REGULATOR(IF REQUIRED), FOLLOWED BY BACKFLOW, 0Q RAINBIRD 1812-SAM-PRS-12F FULL SPRAY HEAD 12' 2.60 30 H.G.L. MEAN ELEVATION 1421 (REQUIRED IF STATIC PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER bRAiNBIRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD IS' .92 30 VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT'` PER: CITY PRESSURE /S UNKNOWN WATER METER ELEVATION 1194 ) STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND O RAINBIRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 227.0 X .433 = 98.29 PSI LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENTTO BE A8 DIRECTEDON O RAINBIRD 1812-SAM-PRS-15F FULL SPRAY HEAD 15' 3.70 30 # " SITE BY REPRESENTATIVE OF THE CITY" CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID REMOTE CONTROL VALVE A-2 SIZE 1 OVERSPRAY AND INSURE FULL COVERAGE. MAXIMUM DEMAND 24 G.P.M. 1BACKFLO�'V PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS- 1 (SIZE 1 THROUGH 6) STAINLESS STEEL ENCLOSURE W1ITHAELEVATION OF HIGHEST HEAD 1 198 NY HEADS THAT NEED A REDUCTION OF MORE THAN 25°/9 OF THE LISTED SPRAY PATTERN LOCK, AND SHALL SIS INSTALLED PARALLEL TO THE STREET AND SCREENED WITH WILL REQUIRE RAINBIRD PCS SCREENS, SHRUBS WHENEVER POSSIBLE, Q RAINBIRD 33 DNP QUICK COUPLER @ 150'O.C. MAXIMUM QT• SIZE ITEM P.S.I. LOSS 4" THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC, SHOWN WITHIN PAVED ®'/ GATE VALVE-NIBCO T-585-70-66 -LOCATE 1N A CARSON VALVE BOX. 1 " WATER METER 3.4 AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN RAINBIRD EFB-CP-PRS-D REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE 1 R.P. BACKFLOW DEVICE 12.0 PLANTING AREAS "4IIENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE ® IN A CARSON VALVE BOX. 11/4" FLOW METER 1.2 SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND ® f"WATER METER-PER CVWD PLAN 11/2" MASTER VALVE .67 EQUIPMENT AND ARCHITECTURAL FEATURES. 2„ GATE VALVE 1.2 ® BACKFLOW DEVICE- 1"FEBCO 825-Y-BV WITHIN COAST GUARD SHACK CGS-1 „ ENCLOSURE W/LOCK 600 21/2 MAIN LINE 1.2 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON 11/4" R.C.V. ASSEMBLY 1.76 PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL O AUTOMATIC CONTROLLER LOCATION-SEE CONTROLLER NOTE. DISCREPANCIES SHALL BE REPORTED FOR DIRECTION:IMMEDIATELY TO THE CONTROLLER'A' TO BEA CALSENSE ET-2000-8- LR/RR-TP-1-TP-110 35' 3/4" LATERAL LINE LOSS .84 CITY AND LR/RR DOME WITHIN STRONGBOX SB-16SS 30' 1 » LATERAL LINE LOSS .72 CONTROLLER ENCLOSURE W/CALSENSE OPTION AND SEPARATE METERED ENCLOSURE MPS-I6A-I0K 10 1 1/4„ LATERAL LINE LOSS .27 & THE CONTRACTOR SHALL FAMILIARIZE I'II IeSi LFII ERSELF WITH.ALL. ® MASTER VALVE- 1 1/2"SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAM FITTING LOSS (109') 2.3 UNDERGROUND UTILITIES, PIPES AND STRUCTURES; AND SHALL TAKE SOLE GLOBE VALVE. ( -4' UPSTREAM ) ELEVATION CHANGE (+/-) 1.7 RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE: CITY, FOR ® CALSENSE FM-125 FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. TOTAL PRESSURE LOSSES: 27.26 ANY DAMAGE OF SAID UNDERGROUND FACILITIES. PRESSURE TO OPERATE HEADS: 30 PVC SCH 40 LATERAL LINE- 12"COVER IN PLATING AREAS, 7, CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES 24"COVER UNDER PAVING. -SIZES INDICATED ON PLAN. TOTAL PRESSURE REQUIRED: 57.26 ® PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2"OR LARGER- I8"COVER LOWEST STATIC PRESSURE AVAILABLE: 7,3.J5 FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO�tALItS, STREETS, SIZE AND LOIN PLANTING AREAS,24"COVER UNDER PAVING-SIZES INDICATED ON PLAN '!WALLS, ETC:, THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A - CATION AS NECESSARY RESIDUAL WATER PRESSURE.' PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT PVC SCH 40 WIRE SLEEVE + 16.09 INITIAL CONSTRUCTION. _J _ _ _ _ PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA.OF PIPE. -PROVIDE SLEEVES UNDER ALL PAVING. CITY REQUIRED RESIDUAL WATER PRESSURE., 15-20 PSI 8. THEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) x x• INDICATES STATION NUMBER INDICATES CONTROLLER INTERFERE NTH THE,SPRAY PATTERN OF THE SPRINKLER HEADS 80 AS TO x *AL INDICATES GPM PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR..SMALL FIELD INDICATES VALVE SIZE ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF `q.ft• SQ. FOOTAGE OF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO AREA SERVED PROVIDE PROPER COVERAGE, ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.. CITY REQUIRED POINT SYSTEM 9. INSTALL FOUR (4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE To THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, INSTALL TERMINAL STRIPS IN POINTS REFERENCE I.IRRIGATION(POINT VALUE) CLAIMED(SHEET#I) ENCLOSURE. FOR IRRIGATION SIRING. 1. LOW GALLONAGE IRRIGATION SYSTEM(20) 20 L4 TO L6 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER.PER 2. AUTOMATIC CONTROLLER(20) 20 L4 TO L6 WEEK (TURF) AND 2 INCHES OF WATER PER WEEK(GROUNDCOVE SHRUSS) 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS(10) 10 L4 TO L6 APPLIED FOR S HOURS A NIGHT/6 DAYS A WEEK BETWEEN THE HOURS OF 9:00 4. SOIL MOISTURE SENSORS(10) 0 P'M. TO .00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME, 5. RAIN SENSORS(5)(LOCATED AT CENTRAL CONTROL SYSTEM) 5 L4 TO L6 6. WIND SENSORS(5) 0 L4 TO L6 1 THE SYSTEM IS DESIGNED:FOR THE MINIMUM OPERATING PRESSURE AS SHOWN7. SENSITIVE TO SLOPE FACTORS(5) 5 L4 TO L6 AT EACH POINT OF CONNECTION, TIME MAXIMUM DEMAND OF GALLONS PER 8. RECLAIMED OR RECYCLED WATER(5) 0 MINUTE IS AS SPECIFIED. THE IRRIGATION:CONTRACTOR SHALL.VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF TOTAL POINTS CLAIMED: 60 INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE. (MINIMUM POINTS REQUIRED: 60) CITY. 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000- (STATIONS) . LRIR.R, WITP1, TP'110 AND LRII R DOME INSTALLED WITHIN A STRONG13OX CONTROLLER: ENCLOSURE, 80µ16S8 WITH CALSENSE OPTION (ONE CONTROLLER) 0R 38-22SS 1IVITI CALSENSE OPTION (`TWO'CONTROLLERS)AND A SEPARATE METERED ENCLOSURE MPSI A16.10K. ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE CITY. THE CONTRACTOR SHALL: PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE, SYSTEM SHALL BE OPERATIONAL PRIOR TO THE: C:ITY'$ ACCEPTANCE" ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 11 THE CONTRACTOR SHALL: SUPPLY THE CONDUIT NEEDED FOR.THE CONDUCTORS AND SMALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER, ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER., 14, ALL SPRINKLED HEADS SHALL BE SEI' PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS, 1 46. ALL POP-UP TYPE. SPRINKLER HEAD'S INSTALLED SHALL BE INSTALLED SES THAT THE TOP OF THE, SPRINKLER HEAD IS 114" ABOVE FINISHES} GRADE. 0 DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA LANDSCAPE IMPROVEMENT PLANS FOR : FOOTHILL BLVD. MEDIAN ISLAND TRACT 16882 STATION 340+00 TO STATION 363+00 IRRIGATION NOTES & LEGEND �ANOS�4p APPROVED BY DATE:Iv 'Vi is;,*� ,°jy���o CITY ENGINEER //� _ RCE NO 24953 2182 DESIGN RECOMMENDED SSoonj� DRAWN G A P E Ss SHEET J'J► / \Q 9E, LH, KK Landscape its►9 Alwrt ump Drive (949)91-9379 L- 5- 0� .�� ^ Architecture �0 Mo��O-as 9z6i9 FAX(114)zt9-itN r 3 Planning "Qatorr ro9,=�o.Ll reo f 17u F®F CA���O CHECKED DRAWING NO. xxDATE: 1 13 06 RLA: 2782 ( � ` �-- J E R NOTES: 1. REMOVE NURSERY STAKES AND PLANTING NOTES UNDERGROUND FILL CAVITY WITHIN ROOTBALL. STORM DRAIN CATCH BASIN BCR 2. STAKES TO BE PLUMB AND UTILITIES PARALLEL. 3. STAKE TREE PERPENDICULAR CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE 5' TO PREVAILING WIND. CITY RE MIN. v N rCONDITIONSTHAT PREVENT INSTALLATION PER PANS AN SPECIFICATIONS. QUIRED POINT SYSTEM w SIDEWALK ° CONTRACTOR SHALL BE RESPONSIBLE FOR Rr=MOVING AND RE-INSTALLING z UTILITY IRRIGATION EQUIPMENT, ANIS REPLANTING AREAS WHICH ARE NOT INSTALLED I. LANDSCAPE(POINT VALUE) POINTS REFERENCE I POLE S.L. W o E PER PLAN AND SPECIFICATION CLAIMED(SHEET##) �." 1. WATER CONSERVING PLANTS(20) 20 L7 TO L9 2. 'TURF LIMITED TO 25%(20) 20 L7 TO L9 �P 5 ', CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS: FOR Iv}IL. METER 10' S' U I S Q ��0 PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL 3. PLANTS GROUPED BY WATERING NEED(10) 10 L7 TO L9 MIN. MIN. w TOP TIE TO BE PLACED AS REQUIREMENTS, 4. HARDSCAPE(NON-IRRIGATED)SURFACES(10) 10 L7 TO L9 5' * CURB ANDll� GUTTER LOW AS POSSIBLE ON THE 5. PERMEABLE PAVING(5) 0 TRUNK TO ALLOW FOR WIND 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL. 6. LOW-WATER TURF VARIETIES(5) 0 L7 TO L9 MIN. FLEXING OF THE TREE. BUT TOP OF STAKES BELOW NOT SO LOW A3 TO LOSE HEAD OF TREE WHERE UNDERGROUND UTILITIES, PIPES STRUCTURES ETC AND SHALL TAKE SOLE 7. MULCH PROVIDED IN NON-GROUND COVER AREAS(5) 5 L7 TO L9 SUPPORT OR ALLOW � SPECIES GROWTH HABIT PERMITS. / , , , . THE HEAD TO DROP. MAIN TRUNK RESPONSIBILITY FOR THE. REPAIR/REPLACEMENT, AT NO COST TO THE CI"T"Y, 8. SOIL AMENDMENTS(5) 5 L7 TO L9 APARTR R (2)SETS OF CINCH TIES SPACED 24" ANY DANCE OF SAIDUNIERGOtND FACILITIES. SIDEWALK of Z TRUNK .ATTACH NVEX WIDTH GALVANIZED AGAINST TREE TOTAL POINTS CLAIMED; 70 �FH DRIVE S.L. -' SCREWS TO 8'LODGE POLES, 4. NO PLANTING SHALL BE DONE: UNTIL ALL OPERATIONS IN CONJUNCTION WITH (MINIMUM POINTS REQUIRED: 60) APPROACH ,2"MAX " THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED AND 0 T 0RC1 y 2 DIA. LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN, TESTED, FINAL GRADES HAVE BEEN ESTABLISHED, THIS PLANTING AREAS No DRIVE A MINIMUM OF 6"INTO HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE UNDISTURBED SOIL AND POSITION 5' S' CURB AND 5' 10' 10' STAKES OUTSIDE ROOT BALL. WORK APPROVED BY THE CITY. MIN. MIN. GUTTER IN. MIN. UNDERGROUND TOP OF ROOTBALL TO EXTEND 2' 5, ALL PLANT MATERIALS, SHALL BE APPROVED FOR QUALITY BY THE CITY AND STRUCTURE eg. TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, FINAL. LOCATION OF ALL TRANSFORMER VAULT. TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER PLANT PIT TO BE(2)TIMES THE PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF RE INSTALLATIONS. LOCATE OUTSIDE WIDTH OF THE ROOT BALL.NO THE CITY PRIOR TO EXCAVATION. OF PLANT PIT. BERMS IN TURF WOOD CHIP MULCH SHOULD BE NOTES: AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. TO CITY ACCEPTANCE. OVER THE ROOT BALL. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAI I AND/OR REPLACEMENT OF * I ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT�F CORK THAT" IS A2. ALL TREES IN THE R.O.W.ARE SUBJECTLINE OF SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB_NEER. - BE E CONTRACTOR REPLACEMENTREPLACEMENTITEMS SHASHALEXACT DUPLICATE OF 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND I- ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THECITY. FACILITIES. IN ADDITION MAINTAIN 5'FROM CENTER OF TREE TO ALL UTILITY OWNED WATER&SEWER LATERAL LINES. ARBOR GUARD IN TURF 7`. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. MAINTAIN APPDXIMATELY ! AREAS AND FRONT YARDS. 5'FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. I I ROOT BALL FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED NATIVE BACKFILL WITH BY THE INDICATED PLANT SPACING REQUIRED, 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE - I NO ROCKS GREATER ENGINEERING DIVISION. I I I = I THAN 3"DIA. 8. ` 8. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY = - WHENEVER: SHRUSIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS STANDARD PLANS. OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE, LANDSCAPE _ - I I - NATIVE SOIL UNDISTURBED AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STAN - - DARDS AND DETAILS HEREON. 9• CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE 1 TREE PLACEMENT - 501 2 DOUBLE STAKED TREE - 5 GAL. - 24" BOX 502- APPROVED BY THE. CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR 810 PURPOSES ONLY. FINAL SOIL. AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL ONE HALF OF SPACING TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTILL THE REQUIRED LIMIT OF PLANTER AREA REQUIREMENT SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED DATES PER 1,000 SQ. TIGHTLY COMPACTED 3'BERM TO FORM FT. DEPRESSED WATERING BASIN. TOP OF ROOTBALL TO 4"WOOD CHIP MULCH. [ { # y«� SAWDUST EXTENDrABOVE NO WOOD CHIP MULCH SHOULD BE 4 OJ Y. NITROGEN STABILIZED SAWDUST FINISH GRADE PLACED OR ALLOWED TO REMAIN +yGYPSUM OVER THE ROOTSALL. 20 IBS FINISH GRADE 125 IBS GRO-POWER PLUS 11. IKKANDSICAPE ARF.Au itAI.I. RECEIVE #' I.AYEIt OI* WOOTJ CHIP MULCH UNDER ALL TREE; AND SHRUBS, AND BLEND INTO EDGES'.AT C,�ROUN�`}t.:G�IEI� AREAS, DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE I ( I I ON CENTER SPACING ON CENTER SPACING - I- PURSUANT TO +CITY STANf ARDS AND DETAILS HEREON. GRADING OF SPECIFIED SHRUB OF SPECIFIED SHRUB ROOT BALL I I OPERATIONS SHALL ACCOMMODATE THE. MULCH, CONTRACTOR SHALL DISTANCE EQUAL TO THE ON CENTER - - SUBMIT A SAMPLE FOR THE CITY$ APPROVAL PRIOR, TO P i1�CHA _ I- I PIANTPITTOBE(2)TIME9THE PLACEMENT. SPECIFY WOOD CHIP MULCH , CA"�1V1AIILABLEC'FV'I't.lOM: +7 SPACING OF SPECIFIED SHRUB, (-T I- I WIDTH OF THE ROOT BALL. E AND UNLESS SPECIAL CASE AS DESCRIBED � I I NOTE: IN NOTE 4.BELOW. I= 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL ARTESIA SAWDUST SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 1 I I I I i- 1 1 I I- I I 1 434 ONTARIO AVE PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. {� NATIVE BACKFILL WITH NO ONTARIO, CA 9'1751 ROCKS GREATER THAN 3" i,�,r o7 2. WHERE PLANTED ADJACENT R WALLS,WALKS,CURBS OR DIAMETER. i•'HO N E(909) 947`5983 SIMILAR LIMITATIONS,ALL SHRUBS T AND GROUND COVER FAX ( ) � SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING UNDISTURBED NATIVE SCM.. FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE NOTES: 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE LEGEND ARE ESTIMATES ONLY. OF ROOT BALL.DO NOT CRACK ROOT BALL. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. 3 SHRUB & GOUNDCOVEZ SPACING - 508 4 CONTAINER DETAIL - 506 h NOTES: 1. SLOPE IN TURF AREAS: HARDSCAPING(CONCRETE HEADER, a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% CURB&GUTTER,SIDEWALK,ETC.) b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE 4"OF COMPACTED WOOD CHIP PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. MULCH. FINISH SOIL GRADE 2. SLOPES IN SHRUB/GROUND COVER AREAS: 12" a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% Q 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 Q N a THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE CITY �- BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER, DESCRIPTION OF REVISION DATE APPROVED: SHOVEL CUT EDGE COMPACTED cRo CITY OF RANCHO C U C A M O N G A NATIVE SOIL vAo Cov FR 3 LANDSCAPE IMPROVEMENT PLANS FOR I--- MqFOOTHILL BLVD. MEDIAN ISLAND M NOTES: k, OUTSIDE PUBLIC R.O.W. qx. TRACT 16882 "`�- � 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL STATION 340+00 TO STATION 363+00 I SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. PLANTING DETAILS 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND TURF INTO EDGES AT GROUND COVER AREAS. >, SHRUB AND GROUND COVER MIN-. -� _ APPROVED BY DATE: 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. - - - _ _ EO`AN D S CA�p f CITY ENGINEER G I N E E R ti� c ro�H �� RCE NO 24953 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR may~ �4a�' '`G Cyi DESIG N ALLOWED TO REMAIN THERE. 2782 � RECOMME ED WITHIN PUBLIC RIGHT-OF-WAY ss SEE NOTES HEREON) DRAWN 's 1 T e c A P e S SHEET 5 _ _ ��q BE, LH. KK Landscape sloe a jurpo t L..r oem (949)a4-9379 L- 7 F 1 1 ALLOWABLE GRADES 541 Architecture � -.C gk LI.92629 FAX(774)21p ,o MULCH DETAIL 509 6 TF �� 4�` CHECKED lk Planning 9hhaN PalhomuS Uap,../2761 of CA1.�� DRAWING NO. XX DATE: 1 /13/06 RLA: 2782L- J EE 1 PLANT LIST - _= --T- -%- - SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE SPACING MIN. GROW QTY. COMMENTS SPACE \ - - z z -- aw A Lagerstroemia indica'Watermelon Red' Crape Myrtle 24" Box 15' U.C. 3' 16 STD. - --- — — - - STAGGERED ° — — — -f- -r -- --� -� _ ---- --- --- - _ B Pinus canariensis Canary Island Pine 24" Box 20. O.C. 8' 20 STD. "Ys y ' l �i - 00 345+ 00 346+ 00 ° -A — A— � — �� - — -`- — — —� A— ® �- - —� — — — —�--- — — --}— — — I— — — C� mom a m ° 0Y �.. ° 1 � Jamw .. .. I . •xi- a.;dc — — — — I 'I -__...--- _-. 3 j y";�-aaraer - - cur-err- -ae -_ -zawr - ,r- r-rrranar-mar-};�[- -,rrr--twar-rem. .. . ..•.,. _.__ — -- --- w � -. -- ---- - --- - ------ ------- - -- - --- --- -- Z \ LJJ --- --- -- - ---- --- --- -- ---- - - Z w L v — z www w / 4 - - - -- w u w I --_4= - - I I �-+ - > FOOTHILL BOULEVARD FOOTHILL BOULEVARD � � h N " LL MEMO 0 Itl 356 + 0000'00o4 1 , �1 — Ar — ° °— — ° - -�— �— J U ' t H I I i O A O DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA LANDSCAPE IMPROVEMENT PLANS FOR : FOOTHILL BLVD. MEDIAN ISLAND PLANTING NEAR HARSCAPE NOTE: TRACT 16882 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON STATION 340+00 TO STATION 363+00 CENTER SPACING AWAY FROM CURBS,AND OTHER HARDSCAPE PLANMING PLAN TREES & G .C . ELEMENTS. APPROVED BY DATE:ee SIZING LEGEND �� ""Ds�A�F CITY ENGINEER RCE NO 24953 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THE h~��a� '�����icy DESIGN RECOMM NDED MINIMUM PLANT WIDTH FROM CURBS,AND OTHER HARD ELEMENTS FOR PLANTING DETAILS & NOTES SEE SHEETS L®7 �� '► 2782 �f WHERE PLANTING SPACE IS RESTRICTIVE WHERE POSSIBLE TREES ``� Indicates quantity a SS 1 X 24" BOX (4--Indicates species SHOULD HAVE THE RECOMMENDED CLEAR PLANTING AREAS * yk RECOMMENDED ON THE CITY'S TREE LIST. FOR CONSTRUCTION PLAN SEE SHEET L-3 SCALE DRAWN S 1 T II' C A P IE j SHEET Denotes trees that are to be tagged b the Landscape Architect. .1 J'J. " \� BE, !_H, KK ° C,,,,me-ccw02625 rAR C�4)i Wsi4o L- 8 1 1 gg y p 1'as2d� LanCsca • a9w. FOR IRRIGATION PLAN SEE SHEETSL-6AroAffectur• 1 OFxwn.4 Pulwmu,.Uo 127a!rF��' CALCHECKED � Planning DRAWING N0. XX -DATE: 1 13 06 RLA: 2782 - al I( � L SHRUBS LIST ........... 44 TM SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE SPACING QTY. -k! hil— admu==I F_ .0 W uj Pittosporum tobira'Wheelerii' Wheeler's Dwarf Tobira 5G 4' O.C. 225 _.4. ......%­­�,��------9...... 2 Raphiolepis indica Dancer' Indian Hawthorne 5G 4' O.C. 120 F7 ........... (D 3 Lantana montevidensis'Lemon Swirl Lantana IG 3' O.C. 174 L......... ................ i ......... 4 Phormium tenaxBronze Baby' New Zealand Flax (Reddish) 15 G 3' O.C. 38 77A 6-2 r 22-1 116 4 3 - 00 345+ 00 346 + 00 FOR /291N Nj:: \ 2j Rnnmi] 354 I 0 geeee seemed! NUmMIN MINES ---------- ...... ..... .... .......— ------...... ....... ............. ....... .......... .... ............. ...... .... ....... ...... --- ------ ............ .......... ....... ------ ......... .... ...... --— -------- -- ----------- ........ .... ............ .... ...... .. ............. . ............. -- --------.... ..... ............. .... ............. -—- -------- ....... ............. ........ ............ .... .......... ............. ...... ......... .... — ------------- ...... .... ............ .... ............. ....... ............ ...... ............ ...... ....... ... .... ........ --_----------....................... . ............ ...... ... ..... .......... _4 ......... ....... z ................ ......... ...... .... ... .... ..... ... 1, z ell, Lu_u ........ .... ............. ........ .... ..... .... .... ....... ...... ....... uj zi I 17 d# Lu ............ ......... ...... — --- ------- ............. .............. ...... ...... ...... ............... . ............... .... ...... . ....... - ----- ............ ............ ............. ..... ....... ..........- ::��_.F= ___T_ .. 1 : y-� - i t - -, --------- _.i. _1.............. ... 4 ................... ......... T------- ............... -F7 = 'I - -4---ur --------- ............ .......... ............... T- ............. .......... 0 > i � FOOTHILL BOULEVARD '�� FOOTHILL BOULEVA-R-D IL 16 70 31 16 58 2 4 3 0 jt � 0i; 356+ 00 i immumS IMENEW 0 /7 T \ 6) � , 2 � i } -- _ - %\ 0 0 0 DESCRIPTION OF REVISION DATE CITY I JAPPROVED: CITY OF RANCHO CUCAMONGA LANDSCAPE IMPROVEMENT PLANS FOR : FOOTHILL BLVD. MEDIAN ISLAND PLANTING NEAR HARSCAPE NOTE: TRACT 16882 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON STATION 340+00 TO STATION 363+00 CENTER SPACING AWAY FROM CURBS,AND OTHER HARI)SCAPE PLANTING PLAN (SHRUBS & VINES) ELEMENTS. DATE Pat 46 CITY ENGINEER �`10�2 4�953 APPROVED BY : SIZING LEGEND 2.TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THE #4 '0, RCE N DESIGN RECO1414EN MINIMUM PLANT WIDTH FROM CURBS,AND OTHER HARD ELEMENTS FOR PLANTING DETAILS & NOTES SEE SHEETS L-7 2782 DED IGALLON Indicates quantity WHERE PLANTING SPACE IS RESTRICTIVE, WHERE POSSIBLE,TREES SS Y71- -�- �Windicates species SHOULD HAVE THE RECOMMENDED CLEAR PLANTING AREAS 7) RECOMMENDED ON THE CITY'S TREE LIST. FOR CONSTRUCTION PLAN SEE SHEET L-3 SCALE DRAWN J i -r II! A P 1! 1 SHEET f—ON 7-320' BE, LH KK Landscape sivs Is Aip.,#L-p wa (0")$"-9370 L- 9 5 GALLON 15 GALLON X Architecture C-r. 'I Cwlf"'22622 FAR(�114)210-41,14 QFJ_1 A% D3% Mh.rd PA.-a.Lk�#2762 RX I FOR IRRIGATION PLAN SEE SHEETS L-6 i; C CHECKED Planning FDRAWING NO. xx DATE: 1 /13/06 RLA: 2782 PROJECT-SHEE UAL 3. A 117 volt duplex box shall be provided with an On/Off switch, and a CITY OF RANCHO CUCAMONGA D. Brass Pipe and Fittings: 117 volt receptacle. Metal conduit shall run from the 117 volt supply PLANTING AND IRRIGATION SPECIFICATION 2. The Contractor shall make neat and legible notations on 1.05 SUBSTITUTIONS 1. Where indicated on the Drawings,use red brass screwed to the controller housing. All power within the housing shall be properly phased. 4. A terminal strip shall be provided, clean indicating the proper points of connection SPRINKLER IRRIGATION SPECIFICATIONS the record drawing progress sheets daily as the work A. If the Contractor wishes to substitute any equipment or pipe conforming to Federal Specification#WW-P-351. P p Y g P P p proceeds, showing the work as actually installed. For materials for the equipment or materials listed on the 2. Fittings shall be red brass conforming to Federal of all appropriate wiring (station valves, master valve, common, central control). PART 1 - GENERAL example, should a piece of equipment be installed in a Drawings and Specifications,he may do so by providing Specification#WW-P-460. Q. Miscellaneous Irrigation Equipment: location that does not match the plan, the Contractor must the following information to the City of Rancho E. Copper Pipe and Fittings: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 1.01 DESCRIPTION indicate that equipment has been relocated in a graphic Cucamonga for approval: 1. Pipe: Type K, hard tempered. 2. All miscellaneous irrigation equipment shall be asspecified or approved equal. A. Scope of Work: Provide all labor, materials, 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. substitution. Use a separate sheet of paper for each item the irrigation legend. The relocated equipment and P P p o o PART 3 - EXECUTION transportation, and services necessary to furnish and dimensions will then be transferred to the original record to be submitted. 3. Joints shall be soldered with silver solder, 45/o silver, 15/o install the Irrigation System as shown on the Drawings g copper, 16%zinc,24%cadmium, solidus at 1125 a F, and and described herein. drawing plan at the proper time. 2. Provide descriptive catalog literature,performance charts tiquidus at 1145 a F. 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: A. All scaled dimensions area roximate. The Contractor shall check and verifyall 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 pp governing codes safe orders, standards,and regulations, is approved. 1. Ball Valves 12" and smaller size dimensions and receive approval from the City of Rancho Cucamonga prior to g g safety � prints to a sepia mylar or similar mylar material. PP ( ) 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. B. Exercise extreme care in excavating and working near existing utilities. TheSpecifications For Public Works Construction(Green obtaining said sepia mylar or similar mylar material. All responsibility m accepting or rejectingan submittal item ends and shall bee equipped with a stainless steel handle. Contractor shall be responsible for damages to utilities which are caused b his Book) latest edition. work shall be in waterproof India ink and applied to the as an approved equal to the equipment and materials listed b. Ball valves shall be Nibco T- 585-70-66 or approved equal. p g Y operations or neglect. Check existing utilities drawings for existing utility locations. mylar by a technical pen made expressly for use on mylar on the Drawings and Specifications. c. All Ball valves shall be installed per detail. 1.02 QUALITY ASSURANCE & REQUIREMENTS material. Such en shall be similar to those manufactured C. Coordinate installation of sprinkler materials including pipe, so there shall be no p 1.06 GUARANTEE 2. Resilient Wedge Gate Valve (2" and larger) interference with utilities or other construction or difficulty in planting trees, A. Permits and Fees: The Contractor shall obtain and pay for by Rapidograph, Kueffel& Esser, or Faber Castell. The A. The guarantee for the irrigation system shall be made in a. Resilient Wedge Gate valves shall be epoxy coated shrubs, and ground covers. dimensions shall be made as to be easily readable even on and equipped with a 2" operating any and all permits and all observations as required. accordance with the attached form. The Generalp g nut. D. The Contractor shall carefully check all grades to satisfy himself that he may safely the final controller chart(see Section C). The original Conditions and Supplementary Conditions of these b. Resilient Wedge Gate valves shall be No. 403 RT-RW as lar"record drawin " lan shall be submitted to the Cit pp ' proceed before starting work on the irrigation system. B. Manufacturer's Directions: Manufacturer's directions and mylar g p Y Specifications shall be filed with the City prior to supplied by Watts or approved equal. detailed drawings shall be followed in all cases where the of Rancho Cucamonga for approval prior to the acceptance of the irrigation system c. All Resilient Wedge Gate valves shall be installed per detail. 3.02 PREPARATION manufacturers of articles used in this Contract furnish completion of the controller chart. B. A co of the Guarantee form shall be included in the G. Quick Coupling Valves: A. Physical layout: directions covering points not shown in the Drawings and PY Y Specifications. 4. The Contractor shall dimension from two (2)permanent operations and maintenance manual. l. Quick coupling valves shall have a brass, two-piece body designed for 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, points of reference, such as building corners, sidewalk � working pressure of 150 P.S.I. routing and Location of sprinkler heads. C. The guarantee form shall be re-typed onto the Contractors Q coupling p q p y 2. All layout shall ti approved sprinkler the City of Rancho Cucamonga prior to installation. C. Ordinances and Regulations: All local, municipal and edges, road intersections, etc., the location of the 2. Quick cou lin valve shall be operable with a quick coupler key. letterhead and shall contain the following information: state laws, and rules and regulations governing or relating following items: Key size and type shall be as shown on the Drawings. B. Water Supply: to any portion of this work are hereby incorporated into a. Connection to existing water lines. GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: 1. The irrigation system shall be connected to water supply point(s)of connection and made a part of these Specifications, and their b. Connection to existing electrical power. 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, provisions shall be carried out by the Contractor. e. Gate valves. furnished and installed is free from defects in materials 2. Connections shall be made at the approximate location(s)shown on the Anything contained in these Specifications shall not be d. Routing of sprinkler pressure lines (dimension max, drawings. Install backflow prevention units in accordance with the Drawings. Y g P g p p ( and workmanship, and the work has been completed in Drawings. The Contractor is responsible for minor changes caused by actual construed to conflict with any of the above rules, 100' along routin p 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy g g)' accordance with the Drawings and Specifications, with 60 mesh monel screen and shall be similar to Bailey#10013 or approved equal. site conditions, regulations, or requirements of the same. However,when e. Sprinkler control valves. ordinarywear and tear,unusual abuse,or neglect C. Electrical Supply: these Specifications and Drawings for or describe f. Routing of control wiring and locations of all splice boxes. g 3. All pressure main line piping between the point of connection and the backflow p g g g p 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 materials,workmanship, or construction of a better g. Quick coupling valves. material or workmanshipwhich may develop during the electrical point(s)of connection as indicated on the Drawings. hi er standard or larger size than is required b h. Stub-outs for future connections. Y p g with the local governing body as to material type and installation procedures prior quality, g q Y 2. Connections shall be made at the approximate location(s)shown on the Drawings. period of one year from date of acceptance and also to to start of construction. Submit shop drawing for royal. the above rules and regulations, the provisions of these i. Other related equipment as directed by the City of p g approval. The Contractor is responsible for minor changes cause b actual site conditions. Specifications and Drawings shall take precedence. Rancho Cucamonga. repair or replace any damage resulting from the repairing P g Y I. Check Valves: or replacing of such defects at no additional costs to the 3.03 INSTALLATION 5. On or before the date of the final field observation,the 1. Swim check valves 2" and smaller shall be 200 pound W.O.G.bronze construction D. Explanation of Drawings: City. We shall make such repairs or replacements within g p A. Trenching: Contractor shall deliver the corrected and completed with replaceable composition, neoprene, or rubber disc and shall meet or exceed 1. Due to the Scale of the Drawings, it is not possible to sepias to the Ci of Rancho Cucamonga. Delivery of a reasonable time, as determined by the City, after receipt 1. Dig trenches straight and support pipe continuously on bottom of trench. g P P City g rY Federal Specification WW-V--51D, Class A, Type IV. Lay pipe to an even grade. Trenching excavation shall follow layout indicated indicate all offsets, fitting, sleeves, etc., which may be the sepias will not relieve the Contractor of the re written notice. In the event of our failure i snake such g Y P� 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread required. The Contractor shall carefully investigate the repairs or replacements within a reasonable time after Y Y g on the Drawingsand as noted. q Y • g responsibility of furnishing required information that may inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve structural and finished conditions affectingall of his work receipt of written notice from the City,we authorize the 2. Provide for a minimum of twenty-four 24 niches cover for all irrigation be omitted from the prints. Ci 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 ty- ( ) g and plan his work accordingly, furnished such fittings, C. Controller Charts: City P p P shall be similar to the Valcon "ADV" or approved equal. lines installed under paving or hardscaping. etc., as may be required to meet such conditions. therefore our expense and we will pay the costs and charges Pp q 3. Provide for a minimum of twenty-four(24) inches cover for all pressure 1. As-builts drawings shall be approved by the City of therefore upon demand. J. Control Wiring: supply lines of three 3 orches or larger in diameter. Drawings are generally diagrammatic and indicative of the pp y ( ) g Rancho Cucamonga before controller charts are prepared. 1. Except as noted otherwise connections between the automatic controllers and the work to be installed. The work shall be installed in such a PROJECT: CHURCH STREET&MAYTEN AVENUE p 4. Provide for a minimum of eighteen(18) inches cover for all pressure supply manner as to avoid conflicts between the irrigation system, 2. Provide one controller chart for each controller sequence. electric control valves shall be made with direct burial copper wire AWG-U.F. lines of two and one half(2 2") inches or smaller planting and architectural features. 3. The chart shall show the area controlled by the automatic LOCATION: BETWEEN MILLIKEN AVE. & FOOTHILLze w 600 volt. Control wiring installed in control wire conduit within structure shall be 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. 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 controller and shall be the maximum size the BLVD. made with AWG-TW solid copper wire. Pilot wires shall be a different color wire 6. Provide for a minimum cover of eighteen(18) inches for all control wiring. such be furnished and installed whether or not specifically controller door will allow. SIGNED: 7. Refer to City Standard 120 "Trench Repair" when within City streets p Y stripe for each automatic controller. Install in accordance with valve manufacturer's susceptible to traffic loads. mentioned in the specifications. 4. The chart is to be a reduced drawing of the actual installed ADDRESSED: specifications and wire chart. In no case shall wire size be less than#14. B. Backfilling: 3. The Contractor shall not willfullyinstall the irrigation system. However, a the event the controller sequence is g occupy g 1. The trenches shall not be backfilled until all required tests are performed. � 2. Wiring shall occu the same trench and shall be installed along the same route as q system as shown on the Drawings when it is obvious in not legible when the drawing is reduced, it shall be pressure supply or lateral lines wherever possible.Y g PHONE: DATE OF ACCEPTANCE: P PP Y p Trenches shall be carefully backfilled with the excavated materials approved the field that obstructions, grade differences,or 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( ) P g p g for backfilling, consisting of earth, loam, sandy clay, sand, or other approved discrepancies in area dimensions exist that might not have 5. The chart shall be a black line or blueline ozalid print and PART 2 -PRODUCTS at intervals of fifteen(15) feet. materials, free from large clods of earth or stones. Backfill shall be mechanically 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. compacted in landscaped areas to a dry density equal to adjacent undisturbed differences should be brought to the attention of the Ci coverage for each station. 2.01 MATERIALS Expansion curl shall be of sufficient length at each splice connection at each electric g �' g p g P soil in planting areas. Backfill will conform to adjacent grades without dips, of Rancho Cucamonga. In the event this notification is 6. When completed and approved, the chart shall be A. General: Use only new materials of brands and types noted control valve, so that in case of repair, the valve bonnet may be brought to the surface sunken areas,huinps or other surface irregularities. not performed, the Contractor shall assume full hermetically sealed between two pieces of plastic, each on drawings, specified herein, or approvedequals. without disconnecting the control wires. Control wires shall be laid loosely in trench 2. A fine granular material backfill will be initially placed on all lines. No responsibility for any revision necessary. without stress or stretching wire conductors. foreign matter larger than one-half piece being a minimum 20 mils. B. PVC Pressure Main Line Pipe and Fittings: gn g ( 2) inch in size will be permitted in the 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rainbird initial backfill. 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 3. Flooding of trenches will be permitted only with approval of the City of Rancho A. Material list: final field observation of the irrigation system. PVC Class 315. connector sealing pack. Cucamonga. 1. The Contractor shall furnish the articles, equipment, D. O Operation and Maintenance Manuals: 2. Class !, pipe shall be made from an NSF approved Type 1, 6. Fields splices between the automatic controller and electric control valves will not be p P 4. If settlement occurs and subsequent adjustments in pipe,valves, sprinkler materials or processes specified b name in the Drawings Garde !, PVC compound conforming to ASTM resin allowed without prior approval of the Ci of Rancho Cucamonga.p p Y g 1. Prepare and deliver to the City of Rancho Cucamonga P pp City g • heads, lawn,planting, or other construction are necessary, the Contractor and Specifications. No substitution will be allowed specification D 1784. All pope must meet requirements as set P within ten calendar days prior to completion of K. Automatic Controller: shall make all required adjustments without cost to the City. without nor written approval b the Ci of Rancho forth in Federal Specification PS-22-70, with an appropriate P PP Y City construction, two hard-cover, three ring binders containing standard dimension(S.D.R.) (Solvent-weld Pipe). 1. Automatic controller(s) shall be of size and type shown on the Drawings. C. Trenching and Backfill Under Paving: Cucamonga. the following information: 2. Final location of automatic controller(s) shall be approved by the City of Rancho 1. Trenches located under areas where paving asphaltic concrete or concrete will be 2. Complete material list shall be submitted nor to 3. Pressure main line piping for sizes 1-1/2" and smaller shall be Cucamonga. installed s P P a. Index sheet which states Contractor s name,address, , hall be backfilled with sand(a layer four(4) inches below the pipe and six (6) perfonning 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 inches above the pipe) and compacted in layers to 95%compaction,using manual or manufacturer,model number, and description of all equipment and material item includingnames and addresses 4. Schedule 40 pipe shall be made from NSF approved Type 1, automatic controller location is to be furnished by others. The final electrical mechanical tamping devices. Trenches for piping shall be compacted toequal the materials and equipment to be used. Although of manufactures local representatives. Grade 1 PVC compound conforming to ASTM resin hook-up shall be the responsibility of the Contractor. existing adjacent undisturbed soil and shall be left compaction of in a firm unyielding 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 asset L. Electric Control Valves: condition. All trenches shall be left flush with the adjoining grade. The Contractor 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. shall set in place, cap and pressure test all piping under paving prior to the paving work. 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. 2. Generally,piping under existing walks is done by jacking,boring, or hydraulic driving, 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. but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall 1 Backflow Prontrolr CalseFebc825- 24 - all majorequipment. be done and replaced by the Contractor as a part of the Contract cost. Permission to 2 Automatic Controller Calsense ETI-24 -DR 6. Solvent cement and primer for PVC solvent-weld pipe abd M. Control Valve Boxes: 2. In addition to the above mentioned maintenance manuals, fittings shall be of type and installation methods prescribed by 1. Use 10" x 10-3/4" round box for allate valves. Carson Industries#910-12B with cut or break sidewalks and/or concrete shall be obtained from the City of Rancho 3 Master Valve Superior 3100 RCV provide the City's maintenance personnel with instructions the manufacturer. g Cucamonga. No hydraulic driving will be permitted under concrete paving. 4 Etc. Etc. Etc. green bolt-down cover or approved equal. Extension sleeve shall be PVC with 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. 3. Refer to City Standard 120 "Trench Repair" when within City streets Irrigation submittal must be specific and complete. All City of Rancho Cucamonga at the conclusion of the a. Manufacturer's name 2. Use 9-1/2" x 16 1, x 11 rectangular box for all electric control valves. susceptible to traffic loads. items must by listed and should include solvent,primer, project that this service has been rendered. Carson Industries# 1419-1213 with green bolt-down cover ora roved equal. 0 wire, connectors,valve, boxes, etc. No copies of pp q E. Equipment to be Furnished: b. Nominal pipe size manufacturer s literature (catalog cuts)are required as c. Schedule or class 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. Carson Industries#608-12 with green flex-lock cover or roved equal. Q submittal information. 1. Supply as a part of this contract the following tools: d. Pressure rating in P.S.I. g pp q a. Two (2) sets of special tools required for removing, e.NSF (National Sanitation Foundation)approval 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within 3. Equipment materials installed furnished without disassembling and adjusting each type of sprinkler and f. Date of extrusion on-grade landscaped areas. Carson Industries# 1419-12B with green bolt-down prior approvaa l of the City of Rancho Cucamonga maybe cover or approved equal. rejected and the Contractor may be required to remove valve supplied on this project. 8. All fittings shall bear the manufacturers name or trademark, Y q b. Two (2) four-foot valve keys for operation of gate valves. material designation, size, applicable I.P,S. schedule and NSF 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within DESCRIPTION OF REVISION DATE CITY such materials from the site at his own expense. c. Two 2 keys for each automatic controller. on-structure landscaped areas. Carson Industries No. 910-1213 with green tAPPROVED: ( ) Y seal of approval. 1 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. CITY ® � RANCHO CUCAMONGA onlythat the product or products apparently meet the C. PVC Non-Pressure Lateral Line Piping: P P PP Y every five (5)or fraction thereof of each type of quick N. Sprinkler Heads: requirements of the Drawings and Specifications on the coupling valve installed. 1. Non-pressure buried lateral line piping shall be PVC 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 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 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. FOOTHILL BLVD. MED IAN ISLAND onlysupplement the guarantee. be shown to the Ci of Rancho Cucamonga. areas shall be PVC Schedule 40 with solvent welded 2. Spray heads shall have a screw adjustment. pp g City g TRACT 16882 B. RECORD DRAWINGS: joints. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. STATION 340+00 TO STATION 363+00 provide and keep 1. The Contractor shall rov 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 u p p p-to-date a 3. Pipe shall be made from NSF approved, Type I,Grade II sprinkler body. IRRIGATION SPECIFICATIONS complete record set of bluetine ozalid prints which shall A. Handling of PVC pipe and fittings: The Contractor is PVC compound conforming to ASTM resin specification be corrected daily, showing eve chane from the g, g unloading D 1784. All pipe must meet requirements set forth in 5. All sprinkler heads of the same type shall be the same manufacturer. , , cautioned to exercise care in handling, loading, DATE d ' MZ� g r3' g O. Sleeving: APPROVED BY . 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 g o vk%o sC,tp�, g g P ��, o r`Poi CITY ENGINEER of RCE NO 24953 installed locations, sizes, and kinds of equipment. Prints transported in a vehicle which allows the length of pipe to standard dimension ratio. 1. Sleeving under ha.rdscape or paved areas for mainline lateral lines or control �� h4 '�� wiring shall be Schedule 40 P.V.C. or roved equal. Q as `G ti DESIGN RECO ED for this purpose may be obtained from the City of Rancho lie flat so as not to subject it to under bending ora 4. Except as noted in paragraphs 1, 2, and 3 of this section g pp q � � 2782 �� Cucamonga at cost. This set of drawings shall be kept on concentrated external load at any point. Any section of (2.0IB), all requirements for non-pressure lateral line pipe P. Vandal Resistant Controller Enclosure: " SS the site and shall be used only as a record set. 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 * DRAWN .- 1 T e S C A P e 3 SHEET and if installed, shall be replaced with new piping. main line pipe and fittings as set forth in section 2.01B of Drawings and Landscape 7106 6 Atrpart laap ortn. (241)6{-2770 the Specifications. Irrigation Detail sheet. �� BE, LH, KK Archltecture C-12 m--Wfbnls 02626 FAX(714)210'7140 F 1 1 DW& ✓!t Planning �o`d Polhamuo.Lloonu#2762 2. A backboard shall be secured to the controller enclosure housing to provide a F OF CAL��O CHECKED DRAWING N0. base for mountingthe automaticsprinkler controller and terminal strip. XX DATE: 1 /13/06 RLA: 2782 o?, yL - PROT 1 !7 -OF J E 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: all temporary utilities such as water, electrical ower and as as required b him 1. Routing of sprinkler irrigation lines as indicated on the Drawings is Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled p 'S' p gY 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 until it has been observed,tested and approved in writing. for the construction of the project. Temporary services shall be coordinated with diagrammatic. Install lines (and various assemblies} in such a manner as to � pp g 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. 6. Furnish necessary force um and all other test equipment. the City and other contractors on the job site. conform with the details in the Drawings. D' pump4 cubic yards of nitrolized Redwood or Fir shaving or equal. B. No material or methods shall affect the landscape planting or hydroseed 7. When the irrigation s stem is completed,perform a coverage test in the D. Survey, Reference Points, and Elevations: The Contractor is responsible for 2. Install NO multiple assemblies in plastic lines. Provide each assembly withY p p g 200 lbs. of Gro-Power or approved equal. germination. No material or method shall render the job site unusable for snore presence of the Ci of Rancho Cucamonga to determine if the water establishing all surveys, reference points and elevations required by him, and its own outlet. p �' g The above soil conditioning are minimal qualities only and should be used only for than 10 days from date of application. coverage for planting areas is complete and adequate. Furnish all materials shown on plans for proper execution of site construction. 3. Install all assemblies specified herein in accordance with respective detail. g p g p q bidding purpose, because soil conditions may change drastically from the time these 6.05 Non-Selective Herbicides: and perform all work required to correct an inadequacies of coverage due E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours In absence of detail drawings or Specifications pertaining to specific items p q Y q g required by him for the construction of the project. All temporary traffic barriers specifications were developed to the time the actual soil conditioning take place. Non-selective contact herbicide and/or non-selective systemic herbicides(as required to complete work,perform such work in accordance with best to deviations from the Drawings, or where the system has been willfully 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 of City of Rancho Cucamonga. installed as indicated on the Drawings when it is obviously inadequate, and detours shall conform to all conditions required by the City or governing every 25,000 square feet of planted area. These soil tests shall be conducted by an 6.06 Selective Herbicides: without bringing this to the attention of the Ci of Rancho Cucamonga. authorities. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust, and moisture g g �' g • approved Agronomic soils testing laboratory approved by the project Landscape Selective pre-emergent herbicides compatible with seed mixtures (as recommended This test shall be accomplished before an ground cover is planted. 1.05 Defective and Unauthorized Work: before installation. Installation and solvent welding methods shall be as p Y� p Architect and City. Copies of the soil test to be provided during the Pre-construction by the Pest Control Advisor)t 8. Upon completion of each phase of work, the entire system shall be tested All work which is determined by inspection to be defective in its construction or recommended by the pipe and fitting manufacturer. p p p y job conference. 6.07 Weed Eradication: eci plans and s requirements of the of the re and adjusted to meet site requirements. deficient in any qppfications, shall be remedied S. On PVC to metal connections, the Contractor shall work the metal J q 3.05 Finish Grading: If in the opinion of the Pest Control Advisor, perennial grasses and weeds or removed, and replaced by the Contractor at his own expense in a manner acceptable After rototillingoperations are complete, grade areas to establish finish des existingin the planting areas will require control prior to removal spray these connections first. Teflon tape or approved equal, shall be used on all 3.07 MAINTENANCE to the Landscape Architect and City. p p ' � p g q 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. A. The entire irrigation system shall be under full automatic operation for a period of 1.06 Inspections: wrench pressure is all that is required. Where threaded PVC connections seven tis 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 threaded e sowe are required, use thded PVC adapters into which the pipe may be welded. Finish grading shall leave surface of the ground uniformly smooth and free of deleterious materials from planting areas. 1 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 E. Line Clearance: abrupt grade change. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 3.08 CLEAN-UP otherwise noted. Inspections shall be as listed below, but not necessarily in this 1. All lures shall have a)minimum clearance of six (6) inches from each other 3.06 Coordination: 1" -2" below the surface of the soil. Physically remove all weeds from the site. 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: and twelve (12) inches from lines of other trades, with the exception of the 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. control wire sleeve(s)which shall be installed adjacent to pressure supply system rototilling and soil amendment work, and planting. (See Weed Abatement PART 7 - LANDSCAPE MAINTENANCE and any damage sustained on the work of others shall be repaired to its original condition. Drain Lines and Catch Basins. line. Parallel lines shall not be installed directly over one another. section). F. Automatic Controller Assembly: 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE Irrigations(main line pressure, coverage & system operations test). 7.01 Scope of Work: Install as per manufacturer's instructions. Remote control valves shall be connected to A. The Contractor shall operate each system in its entirety for the City of Rancho Soil Preparation and Finish Grading. PART 4 - TREES AND SHRUBS Provide all materials, labor and equipment necessary for, or incidental to, controller in numerical sequence as shown on the Drawings. Cucamonga at time of final observation. Any items deemed not acceptable by the Plant Material(delivery&placement). 4.01 Scope of Work: performing all maintenance requirements as reasonably implied or as delineated in G. High Voltage Wiring for Automatic Controller: City g p 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 Provide all material, equipment, and labor necessary to install all trees and shrubs improvements) - 7 Days. Maintain all plants and planted areas. 1. 120 volt power connection to the automatic controller shall be provided by City of Rancho Cucamonga. as shown on plans, as reasonably implied and as delineated in the specifications. Final Inspection(after maintenance period) - 7 days. Keep planted areas free of weeds and debris. the Contractor. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the 4.02 Products 2. All electrical work shall conform to local codes, ordinances, and union City has received all accessories, charts, record drawings, and equipment as required The contractor shall arrange a of seven (7)da job conference with the Landscape A. Nomenclature -Plant names indicated on the drawings conform the "Standard Plant Prune trees and shrubs. Architect and City a minimum of seven (7)days prior to the beginning work. f. Fertilized all plants and planted areas. authorities having jurisdiction. before final site observation can occur. 1.07 Guaranties: Names established by the American Joint Committee on Horticulture. Except for Irrigation. H. Remote Control Valves: 3.10 SITE OBSERVATION SCHEDULE names covered therein,the established custom of the nursery is followed. A. Plant Materials: All trees, shrubs, ground cover;bedding plants and lawn shall be Insecticide spraying. 1. Install where shown on the Drawings. Where grouped together, allow atB. Condition -Plants shall be symmetrical, typical for variety and species,sound, 7.02 Fertilizers: A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in guaranteed from date of final acceptance of landscape construction for periods least twelve(I 2) inches between adjacent valve boxes. Install each remote healthy, vigorous, free from plant disease, insect pests, or their eggs,and shall have advance for the following observation meetings, according to the time indicated: as follows: A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 1. Fre-Job Conference- 7 days Trees 24 box &larger 1 year control valve in a separate valve box. healthy, normal root systems, well-filling their container, buy not to the point of Gro-Power Controlled Release Nitrogen, as designated herein, or approved 1. Flushing of System: being root bound. Plants shall not be pruned at anytime, and in no case shall trees 2. Pressure supply line installation-24 hours Trees 15 gal. & 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 be topped. 3. Lateral line and sprinkler installation-24 hours Shrubs All sizes 120 days (909) 393-3744. necessarydiversion work has been completed, and prior to installation of sprinkler C. Trees and shrubs shall be growing at a recognized nursery in accordance with good p p p 4. Automatic controller installation -24 hours Ground Cover 120 days B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and heads, the control valves shall be opened and full head of water used to flush 5. Control wire installation -24 hours Bedding Plant 120 days horticulture practices and shall be of the size and caliper normally associated with 24 o p /o sulfur and shall be registered as an agricultural miner,with the State 6. Pressure supply line and lateral line testing-48 hours Lawn(sod) 120 days Department of Agriculture in compliance with Article 2 - Fertili.zer Materials, out the system. the container size specified on plans. Removal of all tags, labels,nursery stakes and „ 2. Sprinkler heads shall be installed only after flushing of the system has been ties from all plant material prohibited until the approval of the Landscape Architect or City. 7. Coverage test-48 hours Lawn(seed) 120 days from first mowing Section 1030 of the Agricultural Code.g accomplished to the complete satisfaction of the city of Rancho Cucamonga. D. All plant material delivered to the site showing signs of damage or disease or is 8. Final observation- 7 days Guarantees begin after the project acceptance by City and at the end of the 180-day 7.03 General: J. Sprinkler Heads: insufficient in size to carry out the intent of the planting plan will not accepted and B. When observations have been conducted other than the City of Rancho Cucamonga, maintenance period. Landscape Contractor shall replace and plant all materials which Maintenance shall start immediately after landscape irrigation and planting. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to will be replaced at Contractor's expense. 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 E. Sizes of - Shall be as stated on the Plan. Container stock 1- anon, 5-gallon, Maintain 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 ( g g > 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 during the progress of the work, and continue to maintain them until final 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. and 15-gallon) shall have been grown in containers for at least one(1)year,but contractor shall not call for a site visit without As-Built record drawings,without and planted within the 5 day period, City may replace dead material with new material acceptance of total project. Replace any dead or dying plants as directed by the In no case shall the spacing exceed the maximum recommended by the not over two (2)years. completing previously noted corrections, or without preparing the system for said visit. and charge the Landscape Contractor for all expenses incurred. Landscape Architect and City representative. manufacturer. E, Substitutions - Substitutions for indicated plant material will be permitted provided B. Construction Materials: The contractor shall guarantee all workmanship and A. Irrigation: Operate irrigation system on an established program to maintain all the substitute materials are approved in advance by the City, and are made at no 3.04 TEMPORARY REPAIRS CONCRETE SPECIFICATIONS materials for all site development, for a period of one year from date of final plants and planted areas in a healthy condition. Irrigation system run-off shall be additional cost to the City. Except for authorized variations, all substitute plant PART 1 GENERAL acceptance of project. kept to a minimum. Damage to irrigation system resulting from maintenance and The City reserves the right to make temporary repairs as necessary to keep the sprinkler. materials shall conform to the requirements of these specifications. Y equipment operating g Y City 1.01 Description 1.08 Material and Labor Releases: equipment and/or maintenance personnel, shall be restored to its original condition system a ui ment in o eratin condition. The exercise of this right b the Ci shall not G. Plants Not Approved -Plants not approved are to be removed from site immediately 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 Developments 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 to the attention of the City. No repairs other than emergency repairs shall be . specified. Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer 109 Disposal and Clean-up: plants represented by defected samples. accomplished without written permission from the City. to Sections 4, 201, 303, and 400, as well as any other sections related to the H. Stake all trees, as per details immediately after planting to prevent wind damage. Remove all waste materials(including excavated material classified as B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas 3.05 EXISTING TREES installation,per and post installation of concrete work materials labor, and I. Plant trees that are to be located in lawn or ground cover areas after finish grades p unacceptable soil material), trash and debris generated or encountered during the at intervals not to exceed 10 calendar days. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use clean-up. Standard Specifications for Public Works Construction is available from: are first established and allow at least 7 calendar days prior to installation of said p p course of landscape construction, and legally dispose of it. During the course of The Contractor may elect to remove such concentrations of weeds manually or by all possible care to avoid injury to trees and tree roots. Excavation in areas where two(2) BI Building News lawns or ground cover to provide for thorough watering of trees. All planting holes g the work remove surplus materials from the site and leave premises in a neat an approved herbicide program. inch and larger roots occur shall be done by hand. All roots two (2)inches and larger in ' shall be excavated as defined on appropriate details. 3055 Overland Avenue and clean condition. Clean u and remove all remaining debris and surplus C. Pest Control: Spray all plants and planted areas at beginning of maintenance � diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall p g � 4.03 Soil Amendments: p y p p g g be heavilywrapped with burls to prevent scarring or excessive drying. Where a Los Angeles, CA 90034 materials upon completion of work, leaving the premises neat and clean, program and as may become necessary thereafter by an approved method of pest pp p p g �' g 310 202-7775 Soil amendments shall be as recommended in the Agronomic soils report ( ) The site shall be cleaned upon the request of the inspector. control to keep all plants and planted areas free of insects and disease. Method ditching machine is run close to trees having roots smaller than two(2)inches in p q p 4.04 Trees Stakes: ' p p 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 Gopher control. Furnish and install all concrete work complete as indicated on the drawings oras cuts through. Roots one(1)inch and larger in diameter shall be painted with two coats further information. 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) specified, including,but not limited to the following: 2.01 Protection: 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. 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 B. Install all items required b 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, become necessary until the end of the maintenance prograin. kept shaded with burlap or canvas. q Y 5.01 Scope of Work: rY p �' 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 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 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 ry pp g P Where it is necessaryto excavate adjacent to existing trees, the Contractor shall use material until planting, motes; repair damage. J g 1.03 Protection reasonably implied, or delineated in the specifications. all possible care to avoid injury 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: p J rY O p O Y 5.02 Bedding Plants: PART 8 -ACCEPTANCE OF PROJECT inch and larger roots occur shall be done by hand. All roots two (2)inches and larger 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 p Y g Perennials and Annuals: Provide healthy container grown plants from a 8.01 General: 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 an and approved by the Landscape Architect and City prior to planting. p Y 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 heavily wrapped with burlap to prevent scarring or excessive drying. Where a damage to new construction and replacement or repair of the work shall be made Soil excavated from planting holes shall be amended to backfill around trees and $ p P 5.03 Ground Cover: for all landscaped areas is required prior to final acceptance of the work by the City, ditching machine is run close to trees having roots smaller than two (2)inches in without added cost to the Ci shrubs using the following mixture: City. Native, On-Site Soil with rock no seater than 3" in diameter Ground Cover: Provide ground cover of the species shown on plans. Ground The Commencement date for the maintenance period shall commence upon written a diameter, the wall of the trench adjacent to the tree shall be hand trimmed,making clean 1.04 Clean-up g cover shall be established and well rooted in flats or similar containers. approval for all phases of planting installation by the City Public Works Inspector. 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 Gro Power Plus, 5-3-1 15 lbs/cy p p P 5.04 Mulch: Maintenance period shall be adequate to verify plant characteristics and establishment. of Tree Seal, or equal. Trenches adjacent to tree should be closed within hventy-four(24) shall remove all tools, surplus materials, apparatus, debris, etc. from the site and the Iron Sulfate 2 lbs/ey Mulch: Shall be of compacted wood chi fiber. hours; and where this is not possible, the side of the trench adjacent to the tree shall be To be used for bidding purposes only, verify with Agronomic Soils Test. p p A. Two inspections shall be made that affect the establishment period: The first after all p J site shall be left in a clean, neat condition acceptable to the City. ( g p y> y ) 5.05 Coordination: After backfilling, construct a 3" earthen berm to form watering basin around each plantings have been completely installed in order to approve the beginning of the kept shaded with burlap or canvas. ment. A. Do not have plants delivered to the job site until site conditions are ready for planting. establishment period, and the second at the end of the establishment period. If plant,to allow thorough water-in and establish PLANTING SPECIFICATIONS If planting is delayed, keep plant roots moist and place in a sheltered location plantings are not acceptable at the end of the 180 day period,due to defective A. Adjustment of the System: Prior to installation of turf and ground cover, remove water basins from around PART 1 -GENERAL protected from the sun,wind and other damaging elements. 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 Specifications and can be approved. and to prevent overspray onto walks, roadways, and buildings as much as possible. 1.01 Scope of Work: p p �' g P p pp 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 shrubs installed prior to bedding plants and ground cover planting. B. At termination of establishment period all plant material shall be live, healthy, and more adequate coverage, necessary for completing all work as indicated on the drawings, as reasonably5.06 Installation: undamaged, and free of infestation. Inferior plantings shall be replaced and proper q g the Contractor shall make such adjustments D' p g ' g ' 3.01 Scope of Work: g p g p implied, or as delineated in the Specifications as follows. p 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. 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 All areas shall be satisfactory raked and free re weeds. degrees of arc as required. 1.02 Standards: y 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.Re rade planter areas after planting, to 0 standards, and regulations, and meet the minimum requirements of the Standard g p g p 1? g> ten(1 0)days after notification by the City. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. restore smooth finish rade and to insure proper surface drainage. A 4" layer of mulch Specifications For Public Works Construction(Green Book) latest edition. g P p g Y Q 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise C. Cleaning and finish grading of planters areas and planting areas. material shall be spread over the entire planter area after rade is established. 1.03 Quality Assurance: p p g designated on the Drawings. 3.02 Topsoil: Waterin shall be in immediate) after mulchin Gradin 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 'acce table' under'Site Grading' specification, g g Y g ( g ) p p with the laws of the State of California. g p g p 5.07 Protection: 0 that each lateral operates at design pressure. B. Topsoil imported to site for use as fill,backfill in planters and mounding, shall be Erect temporary fencing or barriers to protect planted areas from B. Contractor shall provide the Landscape Architect and the City with a list of P rY g P B. Testing of Irrigation System: sandy textured. Silt plus clay content of this soil shall be no greater than 15%by damage prior to final acceptance, 1. The Contractor shall request the presence of the Ci of Rancho Cucamonga in Subcontractors and Material Suppliers expected to be employed during the course weight. The boron content of this soil shall be no greater than 1 art per million as g p p DESCRIPTION 0 F REVISION DATE CITY q p City g of construction. g g p p PART 6 - WEED ABATEMENT APPROVED: writing at least 48 hours in advance of testing. CContractor shall obtain and keep in force Public Liability and Property Damage 6.01 Scope of Work: � � � N measured on the saturation extract. The sodium absorption ratio (SAR)shall not C U 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, inch and prove watertight. Insurance, during entire course of the Construction Contract. The amount of samples of the imported soil shall be submitted to an agronomic soils testing Provide all material, equipment, and labor necessary to perform CITY ® I RANCHO C insurance shall be determined by City. all work as indicated on plans, as reasonably implied, and as 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. D. Prior to start of site development work,the Contractor shall notify the Landscape delineated in the specifications. LANDSCAPE IMPROVEMENT PLANS FOR electric control valves. Architect d CiResult of testing to be delivered to City for approval. Soil test to include an6 analysis FOOTHILL BLVD. MEDIAN ISLAND � rcect anty to give starting and completion dates. Contractor shall also .02 Quality Assurance: 3. All piping under paved areas shall be tested under hydrostatic pressure of and recommendations. 150 pounds per square inch and proven watertight prior to paving. supply the Landscape Architect and City with the name and telephone number of A. The Applicator of all weed control materials shall be licensed by the State of 3.03 Soil Amendments: 4. Sustain pressure in lines for not less than six 6 hours. If leaks develop, the person in charge of the work. California as a Pest Control Operator and a Pest Control Advisor in addition to any TRACT 16882 p O 1.04 Responsibilities and Coordination: All soil amendments shall be as specified in the Agronomic Suitability/Fertility subcontractor licenses that are required. STATION 340+00 TO STATION 363+00 . p replace joints and repeat test until entire system is proven watertight. soils report furnished by the Contractor A. Permits: The Contractor shall obtain and pay for all permits and inspections 304 Soil Preparation: B. All materials and methods must conform to Federal, State, and Local Regulations. CONSTRUCTION AND PLANTING SPECIFICATIONS required by governing authorities for the work to be performed. 6.03 Submittal: dd d f t and in t l m ll b h t irrigation system shall e complete inspected recommended B. Existing Conditions: The Contractor shall verify all conditions and dimensions All work on Prior to the installation of any weed control materials, the Landscape Contractor APPROVED BY DATE'S d6 approval and, fine grading completed, prior to rototilling and prior to soil �N D SCS shown on the plans at the site prior to commencement of any work under this shall submit to the Landscape Architect/City a list of the weed control materials P amendment work. %Ao rc1 �'� CITY ENGINEER / RCE NO 24953 contract. The Contractor shall verify the location and depth of all underground and quantities per acre intended for use in controlling the weed types ��. y, 0� _,��j After rough grades have been established,prepare all lawn and planting areas by h ` ti� DESIGN v RECO ME D utilities prior to start of work. prevalent and expected on the site, as supplied by the Pest Control Advisor. v` a` 1782 tilling or cross ripping to a depth of 12". All rock and debris more than 2" in diameter pest Control Advisor shall furnish the Landscape Contractor and ��. SSA kl!111�ki,a shall be removed from the site, except for areas that are to be sodded, in which all >wrIff Landscape Architect and City data to demonstrate the compatibility of DRAWN _� if S C A P S SHEET rock and debris more than 1" in diameter shall be removed. the weed control materials and methods with f Q 8E LH KK Landscape 31a s a.von too►Drn. (942)M{-9370 the intended planting and seed varieties present. �,��, � - �� ' Architecture com.� -c.mc-r.9"26 rix(n4)210-41401-OF-11- oa�� F of ll -%A CHECKED & Planning Richardm ° " fttau.. "'° '27°' DRAWING N0. XX DATE: 1 13 C6 RLA: 2782 r9-1Ve--L J HEE „I-- A' CONCRETE MASONRY 24 SQ. 24" SQ. 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OPRECAST CONCRETE THE CALIFORNIA BUILDING CODE, THE CALIFORNIA BUILDING CODE. d' CAP #Q-E24PC BY QUICKCRETE (909) 737-6240, COLOR C-1, 2. CONCRETE SHALL BE DESIGNED AND TESTED A3 OUTLINED IN 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON ARCHITECTURAL 1 1 TEXTURE T-2 THE SPECS. DRAWINGS AND/OR CALLED FOR IN SPECS. AND CONFORM TO � " A ASTM C90-86, GRADE 'N-i' NORMALWEIGHT UNITS WITH MAXIMUM BATTERED STONE PILASTER C O� ��°p0 CER, g CV 3. ALL CEMENT SHALL CONFORM TO ASTM C-150, LiNEAR SHRINKAGE OF 0.06 % Vrn = 1500 PSI GROUTED i TO BE CONSTRUCTED FROM 16x8x 16 COLUMN BLOCK W RIVER ROCK VENEER. TABLE-19-A-4 REQUIREMENTS FOR CONCRETE REINFORCED CELLS. EXPOSED TO SULFATE-CONTAINING SOLUTION ROUTE p 4 PROVIDE 12:1 BATTERED ON ALL 4 SIDES. NORMAL WEICHT LICHTWEIOHT3. MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND 4 �' INSTALL MASONRY TIES AS REQUIRES WATER-SOLUBLE AGGREGATE AGGREGATE CONC. CEMENT AND THREE PARTS SAND AND NOT LESS THAN 1/4 r Maximr�; LARGER STONES AT BOTTOM, GRADUATING SULFATE SULFATE (SO4•)IN CEMENT watecame tittous f'o Normal Weight TO SMALLER STONES AT TOP. RIVER ROCKS EXPOSURE SOIL, PERCENTAGE TYPE Materials Ratio, by and LtgntWeigh PART NOR MORE THAN 1/2 PART LIME PUTTY FOR TYPE S BY WEIGHT Weetght-Normal Weighs Concrete,gate MORTAR. MINIMUM COMPRESSION STRENGTH TO BE Vc = 2000 1 1 �' f TO BE 1 .5 CU/FT MAX. AND CU/FT MIN. - ggregate Concrete - PSL 2 0 CONCRETE FOOTING * Negligible 0.00-0,10 12 �--•� /""7� 12 �' Moderate 0.10-0:20 1, lP Ms, 15 050 4,000 4. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND , (MS) CEMENT TO 2.1 TO 3.0 MAX PARTS SAND AND NOT � CUSTOM CONCRETE CAST ROUTE 66 CLASSICAL 9 Severe 0.20-2.00 V 0.45 4,500 LESS THAN TWO PARTS PEA GRAVEL, MAX. GROUT LIFT = 4'-0' (� ROADWAY SIGN. SIGN TO BE 18"W X 18"H BY SPECIAL INSPECTIONS SHALL BE REQUESTED FOR HIGH LIFT L/a�D 8 �^' '' QUICK CRETE CONTACT: LINNEY SMITH (951) ery OVER 2.00 v ptua 3 0,45 a,5oo evere ozzolan GROUTING. MINIMUM COMPRESSION STRENGTH TO BE f'g = 8 2 6 741-5269. SIGN INSTALLATION PER CONTRACTOR t -A lower water cementitious materlals ratio of higher strength maybe SHOP DRAWINGS. COLOR TO BE C9 'MISSION required for low permeability or for protection against corrosion of 2000 PSI. WHITE'.SEE BELOW FOR SIGN LOCATION PLAN 2 -Seawater,items or freezing and thawing(Table 19-A-2) 3 --Pozzoian that has been determined by test service, record to improve g. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY t 5 sulfate resistance when used In concrete containing type 5 cement GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-0', ADJ. PAVING W/ EXP. JOINT ELEVATION �; J , . ;` A-A' SECTION O �1 _ 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 , ® CONCRETE BATTERED BUILD OUT 6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2 GROUT. } :• AS REQUIRED FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT ' WEIGHT CONCRETE, 7. BOLTS SHALL BE GROUTED WITH 1' OF GROUT BETWEEN BOLT Y� r%�*•• Q COLORED CONCRETE BASE; 4' SQ. W/ Ya"R AND MASONRY. =d '• EDGES AT ALL SIDES. COLOR TO BE #5234 5. ALL AGGREGATE SHALL BE COMPARABLE TO 'SAN GABRIEL "SUMMER BEIGE" BY L.M. SCOFIELD. TEXTURE VALLEY' AGGREGATE, THE SHRINKAGE SHALL BE AS PER ASTM 8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS 6" 6"-',SQ 1 g" TO BE LIGHT BROOM FINISH. PROVIDE TOOLED 0-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS UNLESS SPECIFICALLY NOTED OR DETAILED. CONTROL JOINT ® 16" O.C. NOT EXCEEDING 0.04%, 9, DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE THE SLOPE SLOPE SLOPE SLOPE ® 4 REBAR WRAP 0 TOP , MIDDLE AND BOTTOM 6. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND �: +u. # SAME SIZE AND SPACING AS MASONRY WALL REINFORCING. TO TO TO TO CEMENT TO NOT MORE THAN THREE PARTS SAND. 7 •� 7 O (4) #3 VERTICAL REBAR ® EACH CORNER 10, ALL MASONRY, EXCEPT VENEER, SHALL BE REINFORCED 6 5 '� 7. ANCHOR BOLTS, HOEDOWN BOLTS, DOWELS, INSERTS, ETC, GROUTED MASONRY, GROUT CELLS CONTAINING REINFORCING F.S. 6 F.S. SIGN LOCATION PLAN SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. UNLESS NOTED OTHERWISE, GROUT SOLID ALL MASONRY Y RETAINING EARTH UP TO 6' AB .. . . • . • •. .:. i . .. 8. E RETAINING WALL, ALL B CURE BY KEEPING CONTINUOUSLY WET Z SIGN SIGN (EAST SID ) FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND, 11, ALL VERTICAL REINFORCING IN MASONRY WALLS NOT RETAINING S FOOTHILL BLVD S EA E d (WEST SIDE) WEST BOUND MECHANICAL ELECTRICAL AND C = II 5 9. REFER TO ARCHITECTURAL, EARTH SHALL BE LOCATED IN THE CENTER OF THE WALL, U.N.O, PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST 18„ S INTO CONCRETE AND FLOOR DEPRESSIONS, PITS, ETC. 12, REINFORCING SHALL BE SECURELY HELD AND BRACED IN :: .,, ..., rr�rrr rrr� rr.rrr• rrrrr�� PLACE TO PREVENT MOVEMENT WHILE PLACING MASONRY, d d . 3 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION -- - - - - - - JOINT SCORING, ETC FOR CONCRETE WAL N _. ...... . .... .. .. FOOTHILL BLVD.� F'c = 2,500 PSI EAST BOUND 11• ALL STRUCTURAL CONCRETE 6" 36" SQ. 6" U ALL SLAB-ON-GRADE F'c = 2,500 PSI 48" SQ. ALL CONTINUOUS FOOTINGS AND PADS F'c = 2,500 PSI 48" �j(�, ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS, w/ .45 WIC 8 TYPE Y CEMENT SCALE: 3/4"=1'-0" 12. ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL SOLID GROUT HAVE SPECIAL INSPECTION PER SECTION 1701 OF THE CALIFORNIA 16" SO. CMU PILASTER w/ BUILDING CODE UNLESS NOTED OTHERWISE. (4)#5 VERTICAL & #3 TIES Q 16"O.C. 13. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4' OF SLUMP PER ASTM C-143. 5 SACKS OF CEMENT PER CUBiC A YARD OF CONCRETE, CEMENT ASTM 0-150 TYPE 1 OR 2 ESUFME,Inc.-Structural Engineetr Title:Amador Routs 66®Foothill Blvd.Me Job#70a-A328 ESUFMB,Inc.•Structural Engineer Title i Amador Route 68 a Foothill Blvd.Me Job fi 708-A328 1800 East 16th Street Dsgnr: RRW Date:11:32AM, 21 JUL 08 1800 East pith Street Dsgnw RRW Date:11:32AM, 21 JUL 08 • Santa Ana,CA, treat Description:Sign Pilaster for ROUTE 68 Santa Ana,CA.92701 Descrtpdon:Sign Pilaster for ROUTS 66 ph 7 0 ph(714)833.2800/fart 835.2819 Scope: Sign Pilaster Ramon R,Wong, i,e.g.,92scope Sign Pilaster : Ramon R.Wong, ll,C.E.,3.E. s 5 n ve< .say General Footing Analysis & Design Page 1 ' uses 6e a con v e.aa:•Oeczoos Page 1 g '1 Y 9 af2e.e�rCelcute°cne Masonry Column Design t 200'x" `"` '° `� tc,sas o eNteic$ric�n r>eeenosoRwan asze.ecwcal«,taltons Description Amador Route 66®Foothill Blvd,Median Island Description Amador Route 66 @ Foothill Blvd. Median Island General information Code Ret.ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 General Information Code Ref.ACI 530-02 Allowable Sol Searing 1,000.0 per D hensfons.,. Short Term increase 1.330 Width along X-X Axis 4.000 it Column 14elght 8.6000 n1 14 p e smo Factor M. Seismic Zone 4 Length along Y-Y Axis 3,250 R • • Width 18.000 in Flo 21,000.00 psi Selsmio Zone 4 Footing Thickness 18.00 in D th 18.000 in Em m fm• 900.0 Wait Density 125,000 df Live d Shat Yarm Combined ep ty p Cd Dim.Along X-X Axis 24.00 in Column Area 258.00 In2 Load Duration Factor 1.330 fc 2.500.0 psi Cal Dim.Along Y-Y Axis 24.00 In Rebar Size 5 No Special inspection Fy 40.000.0 pat Bass Pedestal Height 12.000 In Bar Count Each Face 2 Concrete weight 145.00 pat SECTION A-A' Min Stasi 9i 0.0014 ...rebar area 0.820 In2 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.00 in Rebar Depth 14. In LANDSCAPE ARCHITECT: Applied Loads Loads SITESCAPES, INC. Applted Vertical Load... 3195 B. AIRPORT LOOP DRIVE Vertical Load Lateral Load 0.00#/ft Dead Load 8.000 it ...ata along X-X Axis 0.000 in Dead Coad 0.00 k ,.distance to bottom 0.000 it Uva Load k ...eoa along Y Y Axis 0.000 in COSTA MESA, CA 92626 Live Load 0.00 k ..distance to top 0.000 ft Short Term Load k PH. (949)644-9370/ (714)210-3140 eccentricity 0,000 In Load Type Seismic Creates Rotation eWulY;YM Creates Rotation aboldX-X Axis ATTN. LEANNE HUYNH Load Type Roof Applied Moments... (pressures a lett 8 right) (pressures®top a Dot) Wind Load 20.00 psf Dead Load k-ft k-ft Desi®n Values Live Load k-ft k-ft 0 Short Term 0.600 k ft k-ft Allowable Steel Tension 21,000.00 psi np 0.05999 1 0.90282 Creates Rotation about Y-YCreates Rotation about X-X Axid Fa:(.25Tm`Asefr(.5 w/o sp.Insp.)•(.5 if thk<120) k 0.29158 2/4 1.59821 Applied Shears... (pressures®left d nigh (pressures(a top 3 bot) Q +.65*as•Facl •(1-(h'1140ryk*21 234.12 psi n 21.481 Dead Load It Live Load k k Fb.Masonry.0.33•fm'(.5 w/o sp.insp)<a 2000 250.00 psi E 1•����n Short Term k k Max Allow Moment w/o Axial Load 8,361.20 R# umm Q Footing Design OK Max Allow Axial Load w/o Moment 59.94 k 4.00ft x 3.25ft Footing, 18.0in Thick,w/Column Support 24.00 x 24.00in x 12.0in high btnattons Stress Detail DESCRIPTION OF REVISION DATE CITY "Ommmymm• Load Details Summary •� APPROVED: Bending Stresses Max Sol Pressure 877.5 W.7.7 psf Max.Mu 0.469 k-ft p§r ft@ � ' Moment Axial Steal Masonry ;: Axial Stress Allowable 1,000.0 1,330.0 paf Required Steel Area `• 'K 0.389 In2 per It CITY ® F RANCHO C lJ C A M ® N G A Top of Wall ft-# lbs PSI psi ` psi W Eos,of Resultant 0.000 in 0.6311n 0.0 0.0 0.0 0.00 0.00 "Y'Eo%of Resultant 0,000 in 0,000 In 1.yyay 0.000 85.000 Dead+Live Load Shear Stresses.... ygyn•Phil Btwn Base 8,Ta of Wall X-X Mkt.Stability Ratio No Overtuming 1.5w:1 2-Way 0.978 170.000 pal Dead+ LANDSCAPE IMPROVEMENT PLANS FOR Live+Wind 240.8 944.4 372.1 7.13 3.89 Y-Y Min.Stability Ratio 38.025 Dead+Live+Seismic 602.1 944.4 930.3 17.82 3.69 Footin Desi n r FOOTHILL BLVD. MEDIAN I S LA N D am 1113-9111113 Summa Column Design OK Shear Forces Acs C:1 ACI C-2 - vn•Phi TRACT 16882 8.5ft high column,Width= 16.0001n, Depth= 18.000in Usin 2-#5 bars at'd'= 14.50in Two-Way shear a.9apal 0,91 psi 0.59 psi 17a.00 psi g One-Way Shears... Max.Bending+Axles Comp.Stress . . . . . . . . Vu aLeft 0.00pai 0.00pst 0.00 psi 85.00 psi STATION 340+00 TO STATION 363+00 21.51 O Vu®Right 0.00psi 0.00 psi 0.00 psi 85.00 pat MA CJN�Y Ct�LUMN Allowable. . . . . . . . . . . . .. . . . . . . . . . 332.50 OK Vu®®Top O,OO p� 8.00 psi 8.00 psi 88.00 pal Vu Bosom 0.00 psl 0,00 psi 0,00 pal 85.00 psf Moments ACI G1 ACi 0 ACI C-3 Ru/PM As Bead Max.Axial Only Compressive Stress . . . . . . . . 3.69 psi Mu a Leff 0.46 k-ft 0.39 k ft 0.25 k-ft 2.3 psi 0.39 int per ft APPROVED 8 Y DATE Allowable . . . . . . . . . . .. . . . . . . . . . . 311.38 OK Mu Right 0.46 k-ft 0.47k-ft 0.30 k-ft 2.3 pal 0.391n2 per ft Mu�Top 0.18k-n 0.17k-ft 0.11 k it o.9 psi 0.39 u,2 pant CITY ENGINEER _ RCE N O . Mu(3 Bottom 0.18k-ft 0.17k-ft 0.11 k-ft 0.9 pal 0,39 in2 per ft ; Max Steel Bending Stress . . . . . . . . . . . . . . . . 930.28 psi Allowable. . . . . . . . . . . . . . . . . . . . . . . 27,930.00 OK Soil Pressure summary Service Load Sol Pressures Left Right Top Bottom DL+LL 877.50 877.50 877.50 877.50 psf DL+LL+ST 808.27 945.73 877.50 877.50 psf 3ummat of Loads 8r Moments Factored Load Sol Pressures ACI Eq.0-1 1,228.60 1,228.50 1,228.50 1,228.50 psf Vertical Loads.. Lateral Loads... ACI Eq.C-2 1,074.04 1,258.03 1,166.04 1,168.04 psf Q�pF SSIQ,y Total DL a Top 0.00 k 0.00 k Wind+Lateral 28.67 Wit ACI Eq.C-3 690.48 808.74 749.60 749.60 psf 4�0 1✓ptiq�F DESIGN JN_Aa 0 R E C O M M N D E Mid-l-RVA DL+LL 0.94 k 0.00 k Seismic+Lateral 68.814(ft �i Combined Moments... AC!Factors (per 318-02,appDad internally to entered loads) �� � .d. 2 TopDL+LL 0.00 R4 A .4 roup actor 75 scar sem .4 RRW ESi/FME INC , 64 ACI C-1 d C-2 LL 1.700 ACI C•3 Dead Load Factor 0.900 Add'1"0.9"Factor for Seismic 0.900 No, 23 �' DRAWN s � SHEET Mid:DL+LL+Wind 240.83 ft4 ACI 0-18 C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 Ex 2 07 p STRUCTURAL ENGINEERS SM�' 1 . Mild:DL+LL+Seismic 602.08 R-# ....seismic s ST•: 1.100 Used in ACI C-2 8 G3 � * Y D 1800 E. 16TH STREET CA CHECKED SANTA ANA, CA 92701 JOB N0. cp-�� PHONE: 714-835-2800 RRW FAX: 714-835-2819 'A32& RT_0