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HomeMy WebLinkAbout1505-L A -L SCAPE CH TECTURAL PLANS ND AR I RANC110 C .UCAMONGA ]\I- Erl Ito ] INIK S; rlp , r]710N (PHAS;,._ E0NE ) CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE P.O. BOX 807 RANCHO CUCAMONGA, CALIFORNIA 91730 VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 IRRIGATION PLAN PROJECT SITE 1. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO L-3 IRRIGATION DETAILS COMMENCING ANY WORK. cc 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT L-4 IRRIGATION DETAILS w Y Q DOCUMENTS/SPECIFICATIONS, CITY OF RANCHO CUCAMONGA STANDARDS, AND THE WSPECIFICATIONS CONSTRUCTION, EDITION. Y = zrl L-5 PLANTING PLAN-TREES CONTRACTOR SHALL WITH AND SHALL RESPONSIBLE FOR ADHERENCE UO �- TO THESE STANDARDS AND SPECIFICATIONS. cc 3.W 3. 8" WIDE X 6" DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL L-6 PLANTING PLAN-SHRUBS AND GROUNDCOVER SHRUB/GROUNDCOVER AREAS AND TURF AREAS. MOWSTRIPS SHALL ALSO BE PROVIDED FOOTHILL BENEATH ALL PERIMETER PROPERTY LINE FENCING AS INDICATED ON DRAWINGS. SEE L.-7 PLANTING DETAILS AND NOTES 11 I I 6y 4. ENGINEER'S PLANS FOR MOW STRIP DIMENSIONS. SEE SHEET L-5 FOR SECTION LOCATIONS 4. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. L-8 SETION� GRADING STANDARDS FOR CITY MAINTAINED D AREAS SHALL BE: • SIDEWALK MAXIMUM 8.3% j ARROW • MAXIMUM SLOPES IN TURF AREAS 5:1 • MAXIMUM SLOPES IN GROUNDCOVER BETWEEN SIDEWALK AND CURB 2% ' • MAXIMUM SLOPES IN GROUNDCOVER BEHIND SIDEWALK 3:1 AND 2:1 SLOPES IN 1 APPROVED AREAS. 6. CONTRACTOR SHALL INSTALL JUTE NETTING ON ALL SLOPE AREAS THAT EXCEED A 4.1 .r r GRADIENT. CONTRACTOR SHALL REVIEW FINAL GRADES WITH CITY INSPECTOR AND INSTALL JUTE NETTING AS DIRECTED. — — — 7. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF A MINIMUM OF 60 TO FINAL ACCEPTANCE OF THE . EAS IS REQUIRED PRIOR DAYS FOR ALL LANDSCAPED AR WORK BY THE CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION,ATION . � PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. CONSULTANTS MAIN TENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY 0 KEEP THE IRRIGATION S YSTEM IN GOOD WORKING ORDER WITH PROPER . T •4t^ ST. N.T.S. COVERAGE. COMMENCEMENT DATE FOR THE MAINTENANCE PERIOD SHALL BE APPROVED IN WRITING BY THE CITY INSPECTOR AND THE COMMUNITY AND PARK DEVELOPMENT DIVISION, MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY PLANT . • CHARACTERISTICS AND ESTABLISHMENT. 11[[ TOBY MERTENS, Jl�►� IRRIGATION CONSULTANT DESIGN GROUP INC. B AD E 333 AVE O AND L NTNG A ANDSCAPE AR AN H •A. C TI'ECTUR E • 2 72 A 6 SAN CLEMENTE, C 9 7x111 tws RAMttAS,sari 21R.MtSSlON vIGO.CA.��+��71q Sp•riK 714 498-4483 LOCATION MAP QUANTITIES °SC,4 R YA Q N NON-TURF AREAS S.F. 35,538 ... cc „ • . . . . . . .a. . . . . . .q TURF AREA (S.F.) 0 - PHASE 1 fl. • . , .• , , •• .d DECORATIVE HARDSCAPE AREA 199389 VEHICULAR * • t • • • • • • • • . . & SIDEWALK 51,964 PEDESTRIAN GN}CA 110 OF�l4Tf PHASE 2 c TOTAL (S.F.) o 106,891 CAl�FO TOTAL ACREAGE 2.45 G sq ORNAMENTAL FENCING (L.F.) 710 cm P A CHAIN LINK FENCING L.F. 785 DESCRIP'T'ION OF REVISION DATE �o� CITY OF RANCHO CUCAMONGA TREES QUANTITY SIZE E3RACHYCHITON POPULNEUS 25 15 GAL. RANCHO CUCAMONGA METROLINK STATION a Z ZEUCALYPTUS MICRO THECA 63 5 GAL. .� TITLE SHEET = Y U KOELREUTERIA PANICULATA 48 24" BOX PLANTING & IRRIGATION PLANS 0 LAGERSTROEMIA INDICA 29 24 BOX 7th STREET N.T.S. LIQUIDAMBAR STYRACIFLUA 'PALO ALTO' 25 15 GAL. APPROVED BY: DATE CITY ENGINEER R.C.E. No. 24953 � PHOENIX CANARIENSIS 8 20i HT. BRN. TRK. DESIGN RECOMMDRDRJM DRAIN DRES GN GROUP, INC. r RJM MANNING AND LANDSCAPE ARCHITECTURE L 1 or8 IT rrr tit•+..n..s.nmx r....ic rm v,uo.ca.n.n"rn w-.f" cHycm DRAIRNG No. CITY 1505—L. PROJECT SHEET NO. 56 OF 81 . AYRS AT EACH PALM TREE CLOSE TO ROOTBALLWMETERTALL 2 IRROO INS ( ) "TE. - 8 LONG AT EACH TRES . cA . D 1 MODEL R 4 R . REL R-24 LONG AN ( ) USE (1) MOD INSTALL IRROMETERS IN A VALVE BOX AS DIRECTED BY THE CITY. TYPICAL AT 8LOCATIONS- 4 INSTALL TWO UBBLERS FOR EACH TREE TYPICAL ALL TREES IN PAVING CUT OUTS- Al UTSA►v\�\ /4 rye, / A u " • l'� POINT OF CONNECTION FOR PHASE 2. doll � I" 22 • �-- - RE LOCATION PICAL I A 5 A 6 A7 ,e4 g 92Lr � � FAQ Ir n � \ , - --_ - A -- - --- - ------- --------- ----- ------- ------------------------- ----------------- -- --- ------ _ _ _-- - - --- --- - - - - - ------ �� A 1b INSTALL ALL PIPES UNDER PAVING IN SLEEVES INSTALL ALL PIPES UNDER PAVING IN SLEEVES 2 TIMES THE SIZE OF THE IRRIGATION PIPE. f 10 q 2 TIMES THE SIZE OF THE IRRIGATION PIPE. I I / ------- -� ----------- - - - - - - - - -11b — - 4 — - - — - — — I �go IRRIGATION SYSTEM IS BASED UPON A MAX. OF 3" OF WATER PER WEEK FOR TURF AND 2" FOR SHRUB/GROUND COVER AREAS. A l7 i WATER SHALL BE APPLIED FOR A MAX. OF 8 HOURS PER NIGHT/5 DAYS A WEEK, BETWEEN THE HOURS OF 9 PM AND 5 AM. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. I , ' IVA I I A 4- �' 1 y l" r k IL 9j !y1 I I IrA27 0 POINT CONNECTION TO BE 2'WATER METER � w4 ♦ / WIRE SIZE REQUIREMENTS FOR BOOSTER PUMP BASED ON 500' DISTANCE I� � I PROVIDED BY C.C.W.D. a 2i 230V-1 208V-3 230V-3 460V-3 67 PSI STATIC PRESSURE I � FULL LOAD AMPS 17.0 9.8 8.9 4.5 11 MAXIMUM DEMAND(FUTURE) 80 GPM V 9 �% INRUSH CURRENT 85.0 68.0 62.0 31.5 I, 2 ♦ CIRC BREAKER IN METER PED. 45A 30A 25A 15A O CONTRACTOR SHALL APPLY AND PAY FOR '1111 • / ♦ MINIMUM WIRE SIZE 2/0 ALUM 1/0 ALUM 1/0 ALUM #4 ALUM THE INSTALLATION OF THE WATER METER. �'° � /�/� RAN PED. 1/0 COPPER #2 COPPER #3 COPPER #8 COPPER �b'I /A-3 000, WIRE SIZE MTR PED. TO PUMP #10 THHN #10 THHN #10 THHN #10 THHN / AIS INSTALL TWO BUBBLERS FOR EACH TREE NOTES: WIRE SIZE IS BASED ON MINIMUM 215 VAC AT METER I a 2 �'° (" ♦ � PEDESTAL I' I 12 , �a • VIA TYPICAL ALL TREES IN PAVING CUT OUTS. TO HANDLE INRUSH CURRENT. LOWER VOLTAGE WILL AFFECT MOTOR AND CONTROLLER OPERATION. IF UTILITY COMPANY CAN NIMUM LINE I • * VOLTAGE OFF 240V-1 OR 208/240 480V 3 W IRE SIZE CAN BE I i ri AA � A25 / REDUCED. - j---1-; ► At % it ♦ IRRIGATION LEGEND ' -_�-4 I 1 _ SYMBOLS MANUFACTURER ITEM GPM PATTERN R PSI ID A24 • RAINBIRD 0 1812-SAM-PRS-15'1'PCS-020 12"POP UP 0.2 120 4' 30 • 1,-4� iI x A28 �� " O V Q RAINBIRD 8 1812-SAM-PRS-IOLA 12"POP UP 0.4 0.6 0.8 1.3 90 120 130 360 IV 30 I , I 3b - I ... O O RAINBIRD 6 1812-SAM-PRS-12 12"POP UP 0.6 0.9 1.3 2.6 90 120 180 360 IT 30 TREE LOCATION TYPICAL BACKFLOW PREVENTER IS TO BE INSTALLED PARALLEL THE �� i I I" I ° SALCO DRIP EMITTER SCHEDULE WITH STREET AND SCREENED WITH SHRUBS WHEN EVER POSSIBLE. 1/z� x ik 1 - GAL. SHRUB (1) - 1 GPH EMITTER tt(7T.5µor/t1 SALCO # PCR EMITTER 0.5 1 SEE EMITTER SCIIEDULE 5 - GAL. SHRUB (2)- 1 GPH EMITTER Zk2� •�\� �i w ?'� f�� � \ ' O RAINBIRD ar 1402 TREE BUBBLER 0.5 INSTALL 2 BUBBLE PER TREE WELL. Y ••�•••• �` / _.■ PEPCO 0 BUBBLER WITH LSL-12 LASER TUBING 4 x 10 GPII 5- GAL. TREE (4) - 2 GPH EMITTER � � � � „ � • � . CIAYVAL N 136-01-ACSKIr24 VOLT MASTER VALVE,NORMALLY OPEN 15- GAL. TREE (4) - 2 GPH EMITTER CONTRACTOR SHALL APPLY AND PAY FOR THE \ 24" BOX TREE (6) - 2 GPH EMITTER ��� #- RAINBIRD EFB-Cr-PRS REMOTE CONTROL VALVE , �� 36" BOX TREE 2 GPH EMITTER - � x PEs-B DRIP IRRIGATION VALVE WITH de FILTER PRESSURE REDUCER INSTALLATION OF A N INDIVIDUAL TELEPHONE (8) - O.. RAINBIRD K 33 DLRC \ WAIT VALVE, VALVE LINE TO THE CONTROLLER. ..N_Y..- NIBCO x LD-2000 AI•T;R VALVE,GEAR OPERATED POINT OF CONNECTION DETAIL g; A1SExsE � /G PUMP CROIS1ERnvsTRRN ON CALIF.PUMP ELECTRICAL SERVICE TO ELECTRICAL METER TO \ , 220 P M DATA INDUSTRIAL FLOW METER,PURCHASED THROUGH CALKNSR BE PROVIDED BY'tHE C0QTRAGT01� , \\ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON ''. FEBCO # 825Y-BV. REDUCED PRESSURE BACKFLOW PREVENIER A23 I'/� �'�• DRAWINGS AT THE SITE PRIOR TO COMMENCEMENT OF WORK. ALL J..• BALL VALVE FOR EMITTER FLUSH BOX-SEE DETAIL Q DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CITY FOR DIRECTION . CONTROLLER'A' IN ENCLOSURE In q A l CONTROLLER AND STATION NUMBER CALSENSE 'ET-1-R S2 STATIONS A22 / POINT OF CONNECTION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES __. VALVE SIZE/GPM FLOW INSTALL (1) ORANGE SPARE WIRE IN EACH DIRECTION ALONG THE INSTALL ALL PIPES UNDER PAVING IN SLEEVES h FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS PROPERTY LINES TO THE FURTHERMOST POINT. 2 TIMES THE SIZE OF THE IRRIGATION PIPE. I" ` / FOR PHASE 2. WALLS ETC.THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A ----- SAL LO 8 A/R FL.I:XIBLE ALGAE RESISTANT PVC IIOSE PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT PVC SCHEDULE 40 SPRINKLER LATERAL INITIAL INSTALLATION. PVC PVC SCHEDULE 40 IRRIGATION MAIN, 3/4-TO 1-1/2-SIZE- INSTALL IZE INSTALL A IRRI-TROL REMOTE RECEIVER WITH ANTENNA PORT AND BOOSTER PUMP SHALL BE: — — PVC PVC CLASS 315 IRRIGATION MAIN,2-AND2-1/2- 80 BP58P4-3.0-CDEFGHIK WHEN VERTICAL OBSTRUCTIONS FIRE HYDRANTS STREET LIGHTS TREES ETC.) IRRI-TROL PIGTAIL AND TELEPHONE CABLE CONDUIT FOR MODEM ( •••••••••••• BRASS SERVICE LINE INSIDE ENCLOSURE. PHONE LINE CONDUIT TO BE CONNECTED TO THE 3 HP, 1750 RPM, 230 V.-1 PHASE INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO �.. — PVC SCHEDULE 40 WIRE SLEEVE NEAREST APPROVED TELEPHONE SOURCE AND BE OPERABLE PRIOR PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST / TO ACCEPTANCE BY THE CITY.7<EFoK7o g-(-reriqCALPI..ANS F&F rI- V C000UIT LACATIOW METER PEDESTAL REQUIREMENTS THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR A HALF CIRCLE xOTE;- CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS AT INITIAL 1 PHASE POWER SUPPLY = 120/240 V.-1 PHASE-3 WIRES ` SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION.AS TO PROVIDE PROPER INSTALLATION.REFER TO MANUFACTURERS LITERATURE FOR PROPER SIZING OF SCREENS TO PROVIDE IMAD ACTUAL LOCATION OF CONTROLLER SHALL BE AS DIRECTED ON 3 PHASE POWER SUPPLY= 120/208 V-3 PHASE-4 WIRE COVERAGE.ALL ADJUSTMENTS SHALL BE MADE AT NO COST TO THE CITY. TO HEAD COVERAGE. SITE BY A REPRESENTATIVE OF THE CITY OF RANCHO CUCAMONGA. 120/240 V-3 PHASE-4 WIRE CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING 120/480 V-3 PHASE-4 WIRE A21 WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. CONTACTCITY )'4 CITY MAINTENANCE DEPARTMENT FOR CITY REPRESENTATIVE AND CONTRACTOR SHALL APPLY AND PAY FOR /y DESCRIPTION OF CHANGE DATE APPROVED pz CALSENSE AT: THE INSTALLATION OF ALL ELECTRICAL 2075 CORTE NOGAL, SUITE P. SERVICES AND PEDESTALS REQUIRED FOR CITY OF RCUCAMONGA a� 01 CARLSBAD, CA. 92009 THE PUMP AND THE CONTROLLER. TEL. (619) 438-0525 t YA�gpf 9 RANCHO CUCAMONGA METROLINK STATION AZu •iQ' 7'p 90 r, y I'/Q 35 A Ir IRRIGATION PLAN �. * • �,�� t• a��' DATE: 3—(0 OF CAuFo APPROVED BY INSTALL ALL PIPES UNDER PAVING IN SLEEVES CITY ENGINEER R.C.E. NO, 24953 2 TIMES THE 51ZE OF THE IRRIGATION PIPE. I DE$M ' RECOMMENDED DRAWN Toby Mertens-Irrigation ConsuRant SHEET Avenida THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN TM �Ce�972 L-2 OF 8 J PAVING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE - Te1(714)4M-4183 Fax(��sFax(714)4924312DRAWING N0. INSTALLED WITHIN PLANTING AREAS WHENEVER POSSIBLE. I 15 30 6 CHECKED G.S. CITY 1505 PROJECT SHEET NO.57 OF 81 SLIP DASE SOCKET OVER BACKFLOW PREVENTER f-Q LfITIIuIILI -Q � ASSEMBLY END OF WIRES I 2 0 0 S m BRASS NIPPLE - TYPICAL a (4) PLACES STRIP WIRES APPROX. 5/8' A z ~ ROUND PLASTIC VALVE BOX FROM ENDS "� COVER ETCHED 'IRRIGATION CATS BRASS 90' ELL - TYPICAL WHITE STEP 1 s i a (CARSON OR EQUAL) LINE SIZED BRASS (2) PLACES BLUE v Z BALL VALVE BRASS NIPPLE FINISH GRADE �vm ( 6' THICK X 12' WIDE REO '��� b CONCRETE PAD (LENGTH VARIES BLACK BRASS WYE STRAINER PER SIZE/MANUFACTURER) _ WITH 60 MESH a0 �z ^� P.PV ivl � MONEL SCREEN z S7-DOPE TO DRAIN AT MINIMUM IRRIGATION CONTROLLER PUT CRIMP SLEEVE OVER r`� _ - WIRE ENDS - CRIMP SLEEVE OO / IG a Y rl I �--1- I 1 BRASS UNION-•� FINISH GRADE WATERPROOF ALL STEP 2 0 v r ASrIC VALUE 5OX WIRE CONNECTIONS Ar AS PER STD. O O 5 T I .�* .•.': CCAICSOM OR MI LlAI ) DETAIL 320 sf 0 o° 2 T1 w u I WA(tRVALVE z -.•- - - - - \V/FILIA67nC IL.1719E ATBiA BRASS NIPPLE - TYPICAL °� _ Z_ ILII �I FROM WATER SOURCE �I I I (2) PLACES J� IUC1 LID " k (COMMON) APPLY SEALER TO INSIDE _ - L SCK 40 PVC MALE OF SEALING PLUG - - - 4 � r '•� I 190% COMPACTION - - ADAPTORS TYPICAL BLUE r I _.• s: I> REQUIRED I I :s. (2) PLACES WIRES FILL BASE SOCKET WITH SEALER .14 I F_ I I- - STEP 9 TREE TRUNK I TO METER I 'RED 2 2 LODGE POLE PINE STAKES (PER CITY STANCARDS) ' D FINISH CE PO R Df% AIS . I I 's! T:',.. R: MASTER:CONI 4 PR_SSURE COMPENSATING BUBBLERS 01J 1/Y DIA. SCH. BO NIPPLES. I I� �' BL'ACK `VALVE LINE TO SYSTEMS 5 EXISTING KARDSCAPE EDGE Z _ 12' X 12' X 12' CONCRETE BRASS 90 ELL - FLOW METER B MAR;EX DOUBLE STREET ELLS p p a a V THRUST BLOCK TYPICAL (2) PLACES DIAMETER SAME 7 Pvc 50H40LATERAL IRRIGA'ION LME-PS(2TH •SIE)F6 B 6' DIANE-ER X A,5 PSW.PERFORATED PWG DEAN PIPE MTTH 4(4WrV0WD QTraurL.ToP - I V b V _ SIZE AS FLOW WRH&'DIAMETER BACK . ../PVC CAP - SCREW SIDES OF CAP TO PIPE IN 2 PLACES l0 _ �.'• '. e.'• '.• p.'•_'. ( BRASS PIPE WHERE BACKFLOW DEVICE IS 2 1/2' OR SMALLER. METER SIZE ?PUSH SEALING PLUG INTO 0 TREE PUNTING PIT PER CRY STANDARDS < • ,� • V • ,d < • •a • I 10 PLANT 7ABLETS PER -IINAFACTVRER'S RECOMMENDATIONS _ I I. 'I SCF}40 STD. STEeLPIPE WHERE BACKFLOW IS 3 OR UIRCER, DIAMETER SAME SIZE BASE SOCKET UNTIL IT LOCKS 11 TEE AROUND PERIMETER OF TREE WELL I I-II I I =III=IJI AS FLOW METER SIZE 12 NATIVE BACKFILL h �,�-,� 13 ROOTBALL _ -TIM �.I I I�I I J= NOTES: 14.ANTIORAiN VALVE 3/4' WASHED CRUSHED 1. INSTALL PER LOCAL CODES. MINIMUM DISTANCE DOWNSTREAM SX DIAMETER OF FLOW METER SIZE P 4 AGGREGATE BASE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 2, FROM ANY NOTES: STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE UPSTREAM 1, PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PUSH WIRES TO END OF BASE 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) METERIOX SIZE OF FLOW SOCKET TO ASSURE COMPLETE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. SEALING OF CONNECTION 4, PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. RAINBIRD SNAP-TRE WIRE REFER TO DETAIL F 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. LOCATE UNIT WITHIN SHRUB AREAS WHEREEVER POSSIBLE. CONNECTOR VALVE NUMBER, CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED DY• APPROVED BY, APPROVED Sh APPROVED By. APPROVED >1Y, WA��R VALVE � REDUCED PRESSURE WIRE CONNECTOR y - TREE BUBBLER DETAIL R - 3" or smaller C BACKFLOW PREVENTER D FLOW MI:TI✓R INSTALLATION `+ yW czry ENGINEER DATE USC WRN STANDARD SICCIf1U.TKN,S f011 ►yBLN: WORKS CONSTRV(Z10N SAM USE WtiN 31ANOARD 3P[CIr N:AiIONS FOR ►DRUG WORRS CONSTRUCTION E CITY CNGIrtER C TY (NG1r1ECN CI1Y ENGINEER DATE USE WtTN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. CITY URiITI[CR DATE USE WFITN STANDARD S►CCIhUT10Ni BOR PUBLIC WORKS CONSTRUCIWN DAT[ USC Wlill STANDARD SfCCIfICAl10RS BOR IVUUC WORKS COIISINUC710H R.C.E. 24953 2x953 R.C.C. 2495 RL.r. 24953 a.c.E. 24953 TO SPRINKI FR - ANGLE PIPE TO PIPING UNE751Z P^VEMFUT SUSCEPTI$LF SPECIFIED DEPTH WITH 45' ELLS TO TRAFFIC LOADS REFER TO SCI+ 40 PVC MALE ADAPTOR CITY STD R => SCH 80 PVC UNION 'SNAP-TITS CONNECTORS HARDSCAPING !E N ELECTRIC CONTROL VALVE RAIN BIRD 33 DLRC WITH RED BRASS OR PVC NIPPLE RUBBER CAP - SUPPLY ONE KEY Rn�pp -FIUISH CiRAC�F_ PER 12 QCVS INCLUDING HOSE w S PLASTIC VALVE BOX (I(f uU SWIVELS. STRUCTURE OR �,. .•.,.-. !� m 1 HARDSCAPING •,K. �;. );.`,; Z MARKED 'IRRIGATION RGY Z (CARSON OR EQUAL) ;.� W �'wt)fl0 WITH CONTROLLER DRAII�I CAP � FINISH GRADE - INSTALL IN = _ - - g _ I= I= I- a AND VALVE SEQUENCE \� /�'� PLANTER BED ONLY _ ---- f R 18' MAXIMUM I-III 11=1 11=1 11= I-III 11=1 11=1 I I: _ MIN 6'1 PvG COUPLER �, -----� I I - - _ -I I I I-I I I s Ill=I = �_ FINISH GRADE 51( _ _ _ III I I _ t----i P.w. PIPE CO- - - - - - - - ''�•.'•.-`;::�:�' -1 I I I I-III" � � -III I [=1 I I I 0 - o - - - _ I SIDEWALK III-III-III III-III-I.-.. ..... �.. �-I I I �- , _ III=III=I^ 1111 111 z =III = CLEAN BACKFILL - SEE z -' =ILII I III CLEAN BACKFILL - SEE ? o p pV. SCH 40 BRASS NIPPLE 12' -1 1 E9 I I` _-I 11- I I=III-III 1=1 I I 907SPECCOMPACS. FOR TIONE REQUIRED 3 1=1 I I SPECS. FOR MATERIAL. (0'1 PERF t'1/G OG SCH 40 BRASS 9Cl ELL -1 I II�II 111 N =1 I I I I= o =III 907 COMPACTION REQUIRED i N - (� n _ I II IID SE�vEtZ PIPR O ? SCH 40 BRASS 90' STREET ELL J I=1 I I I I s STAINLESS STEEL _ 1=I NON-PRESSURE LATERAL LINE: �' PIG TAIL EXPANSION ) SAND o }'I!GNgO SCH 40 BRASS NIPPLE - SCREW CLAMP LOOP MIN. 24" LONG _III I I SCH. 40 SNAKE PIPE IN WA54+ED O ? MINIMUM (3) PLACES TRENCH l BRASS ANGLE GLOBE ll U '�-IUK•I-EFL LAT)=RAL 24" LONG � FLOW \ I I- G1R/AVE=L to I=1 . . . . . . I I I-I Ell VALVE W/UNION SCH 80 PVC 90 STREET ELL -II( ' ' •1' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ' ' ',' ' I I-I I _ I~ 3/4' WASHED m �24"R BAR STAKE • • • • PRESSURE SUPPLY UNE: o - - SIPE 40/CL. 315 SNAKE Z_ _ •. CRUSHED AGGREGATE III= =III=I III .• . . PIPE IN TRENCH CONTROL WIRE SLEEVE - A. .. . •.. . ., III SIZE PER PLAN INSTALL I III I I-I I yo • '.• I ADJACENT TO PRESSURE _ _ SCH 80 PVC NIPPLE • -III-I III -III-I - CONTROL WIRES - BUNDLE .I . . . • . . . . SUPPLY LINE N AND TAPE AT 15' O.C. AND I I J I JTI-��I I CONTROL k COMMON WIRES _I-III . ._. . . . . . . ._ . . . . . . . . . . . . ._ PRESSURE __ _ _ _ . I I-_I I INSTALL ADJACENT TO -III=I = _ _ _ = PRESSURE SUPPLY LINE -III=1 I=I I 1 -I I I -III I I PRESSURE SUPPLY UNE - -- -- DEPTH OF BUBBLER SUMP -I - _-III-III-I -I I - SLEEVE - SIZE TWICE III 1=III DIAMETER OF PRESSURE I I III= I=III- PROVIDE 6' OF SAND -3' FOR F30AEO TREES I I-I I I 6- T,P SUPPLY LINE I I-11__� �" TMP BEDDING 5' FOR PALMS NON-PRESSURE LATERAL BRASS NIPPLE PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE SCH 40 PVC SXSXT TEE LINE FITTING DIAMETER OF NON-PRESSURE PRESSURE SUPPLY LINE LATERAL LINE NOTES: NOTES: NOTE: 1. INSTALL CONTROL VALVES A MINIMUM OF If FROM STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE 1. ALL SLEEVES TO BE SCH 40 PVC. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90• CHANCES IN DIRECTION. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. Z• pttE`SgURF MAID LINE 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. Z-," A *HALLER - 16" 4• PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 3" I$ LjAjWCjeR Q4R VALVE NUMBER. Cay Ur' kANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, TREE BUBBLER DETAIL APPROVED BY' _ QUICK COUPLING NON-TURF AE IVITH AREAS APPROVED BY- TYPICAL SLEEVING APPROVED BY, TYPICAL TRENCHING oAPPROVED BY REMOTE CONTROL VALVE WITH _ G '� SHUT=OFF VALVE & UNION J �. "'- y�j CITY CHGINEER DATE USE WITH STANDARD S/ECIr CATIONS rOR PUBLIC WORKS CONSTRUCTION LILY ENGtwER DATE USE WITH STANDARD S/CCIFN:ATONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE VSC WRH STANDARD SPCCIfIUT10Ni BOR ►ViUC WORKS CONSTRUCTION CITY ENGINEER DATE VSE YWiTtI STANDARD S►Cpl'1UTK)NS FOR IVKJC WORKS CONSTRVCTKNI H CI IT cwtwxR DATE USE WITH STANDARD SICCIf1UTONS FOR ►URIC WORKS COlfSTRlrCT10N ' R.[r. 24953 a.cE. 24953 R.c.E 24953 R.CL 2d953 ¢R.Cr. 24953 TOBY MERTENS•IRRIGATION CONSULTANT 333 AVENIDA ADOBE SAN CLEMENTE, CA. 92672 24' (714)498-4483 STAND ALONE CONTROLLER WITH PHOE 'LINE - s7xol�lq >3ox CITY PRESSURE CALCULATIONS -- # 513-�} 5S IR-POP SHRUG HEAD SET TO MI•71181 LINK 1•NtHINE; )IFI' 1.ANpS�AP MFG'S GRADE SPECS. F WATER METER t A Jb-R SIZE �2" FINISH GRADE ,kQ R AM �l r:., t 114' ❑ NOV. Mi.;•rax ELEVATION O CALSENSE CONTROLLER STATIC PRESSURE HIGH LOCI �� LOCAL ENCLOSURE C OUND ROD 0 BE 1 r1 MODEL NO. PER PLANS SOURCE OFIFIFORLLATTON Mr CAiLIAS 1IA113RrS (TYn INSTALLED INSIDE ENCLOSURE. ON - - - i Lr i iri nr• PHONENUAIBER 9091 987-2591 ,m C0IJTROLLFR SIDE. I i- DATE OF INFORMATION X13/91 Y I=I 11-III-1 I I II I-III - • 111=III-III- II-III=11 'r 120 VOLT DUPLEX -�� m CALSENSE HARNESS I-I I I-III III-1 OUTLET IGFCI) (D H.G.L. MEAN ELEVATION 1220 (REQUIRED 1F STATIC PRESSURE UNKNOWN) FlNISH 9 I 1 IIIII I I I I I I II GRADE I I I I I -1110- TERMINAL STRIPS TO 1=I I I I I=1 I I f C MATCH CONTROLLER WATER METER MIN, ii i i ' 3'-B' k 3-D' k � CONCRETE ? OF A1* I SIZE. ATTACH IRRIGATION 1114 FOOTING INSTALL. A MINIMUM OF � III III I I II i ELEVATION () �,-� ?� T ABOVE GRADE AND SLOPE AU-Tt PHONE .;ACX REMOTE PIGTAIL. MFG. , _ PER PLANS 157 tc 439 s 67.0 ?' b I"I I �'.? '`' TOP TO DRAIN AT MINIMUM OF 27C. REMOTE CONTROL VALVE A-10 SIZE 1-1/4" yt.I I' •:: I'°I _ •::+ 71 I I b I I-I I I YT"• �I I I r SCH .o PHONE FIELD WIRES a,,, G.P.M. 10 II LE1112 ejIL, = jMAX11,1VM DEMAND --I-I I I'-'1 1CONDUIT FOR PHONE 3' SC�40 PJCCCONDUIT. S WMODEM HOOK•U� ELEVATION OF I TTI-i I i-T i(- HIGHEST HEAD 1126 PRESSURE O FLC.V, P•S•I• se-HeDVL,F A c) I 6cm OTY. 512E ITEM P.S.I.LOSS CONOVR (PER LOCAL CODE) DO' SWEEP ELL hh •"'LL DESCRIPTION OF REVISION DATE ENCLOSURE MOUNT B" WATER METER 80 GPM (FTTIURE) 4.9 )FOR POWER TQ CABINET (T(P.) J1PPR01r7�D 2" R.P. t7ACKFLOYIDEVICE 80 GPM 9-0 {�10" 1 I AUTr_A,NA IoRr NOTES GATEVALVES �- I _ CITY OF RANCHO CUCAMONGA 1-I" MASTERYALVF & 573450R 4Q HCAH' DUTY WEATHER - REifSTANT PHOTO ELECTRIC SWITCH FOR SECURITY } 7, INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL 100' 2" SERVICE LINE 80 GPM 6.5 PGHHJTSCONTROL AS REQUIRED PER ® I SCH 40 PVC CODES, LOCATION 10 BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION• _I0, _ LfA117 LttE BRASS 80 GPM 1.8 MARL 90' STREET ELL 9L/ STREET ELL RANCHO CUCAMONGA METROLINK STATION ' 650' 2->}" AVLItiLWE 31 GPA( 2.0 •• r NON-PRESSURE 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN I LATERAL FITTING MARLE7c 90- STREET ELL SEOVENCE OF REMOTE CONTROL VALVES. I 1- _ REMOTE COUTROL VALVE ASSEMBLY 4.2 - CALSENSE CONTROLLER MODEL NO.. �J PER PLANS. 4p } LATERAL uNE LOSS 7 REFER TO CONTROLLER r-1 NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE 3. RUN ONE EXTRA WIRE 1COLORI ORANGE) TO FARTHEST RCV ON EACH I 30 -Tr I�1- LATERAL L1tJE LOSS INSTALLATION STD. r� TYPICAL (2) PLACES BRANCH WIRE AT OFTHE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 30 LATERAL LINE LOSS __- SECURITY L)Gt{T ANTI-DRAIN VALVE AS REQUIRED IRRIGATION DETAILS t�__ TIMER REOVIRED -J FITTPGS LOSS(109:) _1.3_ iRRITPOL R�Mc/f>f FINISH 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO HE REO 04 COLOR. ELEVATION CHANGE U- 121 5.2 9iceivEIt GRADE I I I I )III 6' GROUND ROD NOTE: S. NO SPLICES SHALL B£ MADE'BETWEEN CONTROLLER AND REMOTE 2' SCH 40 CONDUIT 1, 'LOCATE HEAD 2' TO S' FROM WALKS, CURBS, HAROSCAP►NC, MOW STRIPS, CONTROL VALVES. FOR SECURITY LIGHT MIN. 1111 I II HEADER BOARDS, AND EDGES OF LAWN. TOTAL SYSTEM LOSSES: 2.1 WIRING, 111111 27 cc-Ari ho GQvpuT 2. USE TEFLON TAPE ON ALL MALE THREADS. APPROVED BY: DATE 6. PHONE UNE CONDUIT TO BE CONNECTED TO NEAREST APPROVED ''' -0 .* FOFi �U�+' (PER TELEPHONE SOURCE AND BE OPERABLE PRIOR TO THE CITY ACCEPTANCE. PRESSURETOOPEP.ATEHEAD: "f '�:! t; - LOCAL CODE) 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE n THE CONTRACTOR IS RESPONSJBLE FOR OBTAINING ALL PM014E COMPANY OR PNO� MODEMIT I �'} ��' COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. appy KIGINBSR R.C.B. NO. 24953 APPROVAL$ PERMITS A14D INSPECTIONS. 72.1 HOOK-VP, = _ TOTAL PRESSURE RECUIRED: 4. HEAD CONNECTION AT BOTTOM INLET ONLY. LOWEST STATIC PRESSURE AVAILAISLE 67.0 (-5.1) ' �-_�"- DSEGR PRESSiIRE DGC6T RDaUIFtED 25.0 � RRCOk'l�h'DR'11 CITY OF RANCHO CUCAMONGA, CALIFORNIA FIE SI DUAL WATER PRESSURE: 19•� T.M. TOBY MERTENS . CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, CONTROLLER ASSEMBLY _ - IRRIGATION CONSULTANT - • CITY 15.2oPSI APPROVED ri' CONTROLLER ENCLOSURE APPROVED BY, HI-POP SHRUB SPRAY -/ DRA�Id _ - INSTALLATION - TYPE A K LM33 AVE ADOBE = - TYPE A 1 CITY ENGINEER DAT[ USE W1TK STANDARD srccIrICAf10Nf FOR FURUC WORKS CONSTRUCTION N T.M.TMSAN CLEMENTE, CA 92672. .L -3- - J �CITY CfR1NCER DAi[ YSE WtTtl STANDARD S►CCIrICAT10Ns FOR ►VS:JC WORKS CONSTRUCTION UTY ENGINEER DATE USE Wr(Tt1 STANDARD SPECIFICATIONS BOR PUBLIC WORKS CONSTRUCTION - - --- - -- - RCr. ;a9SZ R.LE. 24953 CFillCl (714) 498-4483 DRAWDNG No. 4, CITY 1505 - L PROJECT SHEET NO. 58 OF 81 it Fr_Pe4l 0L1ADRA ,o 3r IN*PLANT BEDS 3 PEI°4O LA65R TU131Ut t.811l'- FINISH GRADE 4 W,{�1AX.LEA14TF4 ceAcHTV 0 e) AT GRADE IN-LAWN AREAS TUFNIUC 5TAKF 4 THICK CHIPPER MULCH COVER z s 11JIF I- I I- T 11111 11-1 i l l LI I.-I[I- I III= I 1 I I I-I s I I_I I I_ I I-III i III I I I-1 I I I I F__1 g i- -,I I III► �► STAKE OR -�C-! 12 !NALCO Me EM lTl E R Q� EOUNALENT 00 3/4" WASHED N AIJTIIJQ421U II-III I III I GRAVEL h„,�� / .1.� - YALV E F-1I I I I I I I I I I I=III-III ACCESS SLEEVE OR II-III-I 'ILUUIVALENT• SET LID ABOVE 6 EXISTING GRADE 1. BRASS ANGLE VALVE WITH UNION - SAME SIZE AS RCV 2. PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN STREAM PRESSURE GAUGE. SALCO DYSFG - PLAN SIZED 1 l2• DIAMETER SCH. 80 NIPPLE - 3. REMOTE CONTROL VALVE - RAIN BIRD PE SERIES - PLAN SIZED : r-✓ALGA GT 125 PVC TU BIIUC, S MIN. 4. SCH. 80 CLOSE NIPPLE - SAME SIZE AS RCV J 5. FIXED P.S.I. REGULATOR - PLAN SIZED 6. SCH. 40 PVC S X S X T TEE 7. PRESSURE SUPPLY LINE 8. SCH. 80 PVC NIPPLE - SAME SIZE AS RCV �- PEPGC� Vie"71Z41U5 ER P.�AR F3 9. SCH 40 PVC TEE SCH. 40 LATERAL 10. PLASTIC VALVE BOX AND LOCKING COVER ETCHED IRRIGATION -- -- - CONTROL VALVE" CARSON OR EQUAL -- DOUBLE STREET ELL (TYP.) 11. SOLENOID WIRES. PIG-TAIL EACH 36" LONG 12. 3/4" WASHED CRASHED AGGREGATE 13. P.S.I. GAUGE FACING UP sA4:c0 PVCs/AR TUBtILICJ NOTES: 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. t 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 4 APPROVED BY- DRIP EMITTER DETAIL W QUADRA BUBBLER APPROVED 9Y. REMOTE CONTROL VALVE SYSTEM S 0• _ FOR DRIP IRRIGATION P w CITY ENGINEER DATC USE WITH STANDARD SPCCIrICATIONS FOR ►UBUC WORKS CONSTRVCTION CIT 1116111E �' �� 09 R.C.E. 24953 DATE USE WRH STANDARD SPECIFICATIONS FOR ►UBUC WORKS CONSTRUCTION R.C.E. 2 4 9 5 3 It 304 BfLU5H E17 5TAI IU LE5s 57EF_L EkICLOE,LIRE: 13YS.CA,L►F. Pl1MP5ALF-_s ----- --------to ------ n I I � PEF'GO OUADRA 5UROLE12 IQ Ac.C_Ess SLEEVE U I 3 I � I b 3" IN PLANT BES 2 3 AT GRADE IN LAWN AREAS s 3 1'C0 LISL-12 LASMIZ TUF3F s I I - 1AAA.L-Emcrk4 20' (F_AGH TV(iE) • I 7 FE I 9 I I IB t II 5 Ir t I ROOT 5AL.L 7 t I I ! tI 2 , T2> su3�tFR E 1 L -I F_ ^ 1. CHAMPION FLANGED TEE 2. CHAMPION M'+„E 3. PRESSURE CVACE 4. PRESSURE CVACE S. BYPASS- T DIA SIN. BUTERFLY VALVE � � Q ••�.' v.:Qa:' .C ' 7. ROW S%ITCH TO BE INSTALLED N SECTION HEADER MTILED TO PLUM PA.4EL •v.• v O + t. COUPANION FLANGE •. BUTTERFLY VALVE 'D.' V• •p• p 10. BLCRrLY TTvALvE ' 11. FLANCED 90 COMBINATION PRESSURE RECULATIMC AND NON-SLAM CHECK VAL%T 12. BAILEY / 4D0 ACP OR CLA-VAL / 91A 13. FLANCCD CONCENTRIC REDUCER' 14. PUMP AND MOTOR 8 IS. CONTROLLER ( 3 PHASE. 230 VOLT )ST1°+II�1LF�s5 f�T�EL 16. CONTROU.ER SUPPORT TIZEE VELL 17. SEALTIE CONDUIT 18. SVPPDRT LEG 1. LOCK BOLT 19. 3E X•4Y X 20' SHECT NPFAL EN%OSVRE FOR EXTERIOR PLM► *MALLATION. 20. CALM417ED STEEL SKID. KTIH 4 9/16 MOLES 2. LIFT HOLE 21. PRE-CAST CONCRETE PAD BY urc. 3. FINISH GRADE 4. 3/4" PVC BALL VALVE .. THREADED -IN CtO"C rs REDUIRED SUBJECT TO OMY APPROVAL 5. 3/4' X 36' LONG ALGAE RESISTANT PVC.FLEX HOSE - PIG TAILED 6. PLASTIC VALVE BOX - CARSON OR EOUAL 7. PVC MALE ADAPTER - LINE SIZE X 3/4' (S X T) 8. 6" THICK OF 3/4' WASHED CRUSHED AGGREGATE CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA TREE WELL DETAIL PPRGVCD A7- PUMP DETAIL APPROVED 9TH- _I FOR EMITTER FLUSH BOX BALL VALVE TCITT C11G111EER DATC USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY [ +N SR DATE USC WITH STAN OARD SPCCIrK: non FTM ►U9UC WORKS CONSTRUCTION Q R.C.E. 24953 ICE• 9 3 pNDSCA pE, HiQ FtYA* O � n XERISCAPE ASSESSMENT SYSTEM SUMMARY r sr RENDITION OF TYPICAL s ,TE Oi CAU1'0�\R II. IRRIGATION[Point Value] CONTROLLER INSTALLATION 1. Low gallonage irrigation system.[20] 20 SEE SHEET L-2 2. Automatic controller.(20]. 20 II - I) DESCRIPTION OF REVISION DATE 3. Designed to water plants by watering needs.[10] 10 - --- ---- - eCM Ovsn 4• Soil 1, nan _F9 [10] (COMPUTER CENTRAL). 10 II VALVES jVk- .-- - -- -- CITY CF RANCHO CUCAMONGA S Rain ""^"^ [5] (BASED ON EVAPO-TRANSPIRATION 5 II ------ RATE) 6. Wind sensors.[5] 0 COMMON tiv= - RANCHO CUCAMONGA METROLINK STATION 7. Sensitive to slope factors.[5] 5 II / 8. Reclaimed or recycledwater.[5] 0 . _ IRRIGATION DETAILS Total Points Claimed: 70' / ' [Minimum Points Required: 60] - CAISENSE CONTROL APPROVED BY: DATE wilzEs CITY ENGDM R.C.E. No. 24953 ~ ° 2r •--WATER FLOW LV DEMGN ( / RECOMYFNDED + v Toby Mertens-Irrigation Consultant MASTER ' FLOW r•'UM f BACK LOW WATER R DRAWN Toby Avenida Adobe �K VALVE METER P=-NTE = R MR San Clemente,CA.92672 L-4 or 8 Tel(714)498-4483 Fax(714)4924312 J CALSENSE �NI74 M • 1 CHRCM DRATING No. CITY 1505 - l_ PROJECT SHEET NO. 59 OF 81 ... .... \ i p X l h, , V f •1^..�.. , , r , • . PC . „ , r�^« • Y ' .........-..............._-..........._.,..........._ ..... .. ........ _ ......-.... ......_. •:.rte„::::-.. O ` "✓. 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't,_'9 . .. .. .. •. 3 'n-' .. .. .. .. .. .. .. :: .' ..,.. ... ....p.._-h 1. � �.� \ I. \' /fix"` yx ......_ , _. \.. lk4 • _.__ ....... , i/ Y r ri 8 s s \ } ■ ; _ LI 6 • ��� BP _ ,• / ' l \ V ! f ......... .... ......_. i. \/\\ ............ i X: l 1 l ( �r/ I f' i ■ i � I i / / • l r a © I I I I : i ( \ • 0 ; , /� ✓ EM / X' ° KP ; � • I , I I l I • SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS SPACING QUANTITY ms .-. ....... _. ... .. . ..».�.. r-...-•,:�.i.n..::::::, -:K.K,rt.._._-.....�.: .... . ::..:: x:::.Ka�:.•-K:::xx:3�.... •�fu.:a...: """"°" ■ BP BRACHYCHITON POPULNEUS BOTTLE TREE, 15 GAL. PLANT PER DETAIL D PER PLAN 25 l '� I -;`; ` ; ■ MATCHED STANDARDS O ■ . '` \ • • EM EUCALYPTUS MICROTHECA COOLIBAH 5 GAL. PLAIT PER DETAIL B PER PLAN 63 MATCHED STANDARDS EM \ / KP KOELREUTERIA PA41CULATA GOLDEN RAIN TREE 24 BOX PLANT PER DETAIL A,D PER PLAN 4a MATCHED STANDARDS •' `. f /. • LI LAGERSTROEMIA INDICA 'SELECT PURPLE' CRAPE MYRTLE 24" BOX PLANT PER DETAIL C,D PER PLAN 29 r / N\ ; f MATCHED STD. \,f; �� � , `,� ' .`:\�4/ x' •y LS LIQUIDAMBAR STYRACIFLUA 'PALO ALTO' SWEET GUM 15 GAL. PLANT PER DETAIL D 26O.C, 25 MATCHED STANDARDS • NN ' N PC PHOENIX CA ARIENSIS CANARY ISLAND 20' HT. PLANT PER DETAIL I PER PLAN a 6 > `<. ~ DATE PALM BROWN TRK. MATCHED STANDARDS BP 1 1\ \ \ `,,., NOTE: FIBER MULCH TO BE APPLIED TO ALL TREE AND SHRUB AREAS PER DETAIL G, SHEET L-7 . `.\ APTENIA AND GAZANIA PLANTINGS SHALL RECIEVE A 2" LAYER OF MULCH. 9 LS ,' 1 ESTIMATED CIUANTITY / `•* BP PLANT SPECIES PER LEGEND ` CITY / DESCRIPTION OF CHANGE DATE APPROVED ,`f ` CITY OF RANCHO CUCAMONGA fi f 1 f i 77 f J 1` • ff t ! 1• ! Rancho Cucamonga Metrolink Station LS �� � ; � r (f �! i , t r� 0 15 30 \ i i i IN F SCALE EET _ ,.....-._....�.............._, _...-.. ---...... ...-- _ . ......... ... ........ ..... __.... t ”.. PLANTING PLAN TREES . _ _t_........ ..... .. ............... ....... .............. ... ........... ............. r t f f k :l f / ft . Yyo 9cy APPROVED BY: DATE: . AE ' CITY ENGINEER R.C.E. NO. 24953 4953 DESIGN RECOMMENDED _" -•- _ _. .................................... _._ _............. _.._.._.................-------:-_ _._.....•........................._ -._............................... -_ _ c, ",f— ,�, RJM RJM E /Q'� DESIGN GROUP, INC. DRAWN SHEET PL"w N AM LAWMAM AWRI.W.Un RJM MQ mut .. '°U�m M:L L-5 OF g Of CAL*� CHECKED DRAWING NO. �• g., CITY R.C.E. N0. 1505-- DATE FILE NO. PROJECT SHEET NO. 60 OF 8(+ 61_011 31_011 6 1_011 h�rl ''�, ,_,, 3 21 " "` '"' * I ". 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'�` X r +t} CS LM /'\ \\ `� SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS SPACING QUANTITY ++ x \\ ,r t t C„,.r Y'l \ rrrr \\ \. rr + o1. +}+ I e r I I i i 1 I ' +~+ r •rr r•r•'r'�•r•r \ '� \ r• \ ,rrrrr - +}+++t 14 ` , € t +*+t r''rrr - SHRUBSr•r •r•r••r•r•r��r•r \ + + + '. i i + + rrrr r• rrrrrr r 1 rr I r r r r ♦f' ♦ r r r r t _._ + r r { + + � E i i � ,`: i � _ ._..- .. ........ 1111... ........ ........ ........ _.._ 1111... -i �. t rrrr •r rrr r♦ t .....................:..__...._.:.............:.............:.............:........ 1111... 1111..__ 1111. - _1_111. + r r • r rr } r t t t _1111 o .. ...a... � ..i_.. + rr♦r r�•r ••r r r•rr r r r r 11__11._........._..__.� '�t' }t + ++ + t *� +` t _.p.+._. ,..+ ..�. * ...i.. ...* :t +...E._* + * t: ++tt •rrrr rrrrrr'♦rrr'rrr .r rrr rrr 1111... 1111.. .. ..; - } t + t + t + t •f + t * t ++ t t + t +'* } + } + +* t * t t * t t } t * t t* t - t* + t t t t* * } t . + + •rrrrrr rrrrrr r rr • r r \ \ '! 0 / +*}+t+ ++t+ ++*+ ++*++++ ++*+ +*}+ ++ ++++ *+*+ ++ +*++ ++*+ ++ +*++ }+t+ ++ +*++ +*++ ++ +*++ +t +*++ + +++ ++ + ++ + ++ ++++ +* + ++ + +* +'+- rrr;•,'rr •rrrrrr rrrr \. rrr, .r r `r o / AP AGAPANTHl1S 'PETER PAN' DWF. LILY OF THE NILE 1 GAL. PLANT PER DETAIL D 12" OC 935 + + + + t + + + .......... t+ + + + i«,x .,..:: .�. 1111.. ........ 1111 .. _.. _.. 111_1. .. 1111... 1111 +++t r,r'rr'rr i rrrr rrr ... .. .. .. 1111.. * ... t+ ++ i .:::......... .. + + + ++ + •rrrrr t rr'r i \�.., r \ .11 11 + + t r r r \\\ rr + +t+t. �r�rr'r1rr ,l '~,.,,y,.• \ rrr \ \..f r ++++++•.;'r' �;�P \ \\ r rrrr ® CS CISTUS 'SUNSET' PINK ROCKROSE 5 GAL. PLANT PER DETAIL H 3'-0" O.C. 150 r r / ,\ •rrrr• t t t rrr• !� rrrr ,\\�.." ♦ - rrr \ / i r *+t+t+ rrr�•• r r r r \\ • w + + rrrr, 1. T •r + + + + CG CEANOTHU$ GRISEUS ' �r tt+i- +rr•r�rr //\J�_� '" `" `�� `�", \•_, •++t+*+t+ US HORIZONTAI_IS CARMEL CREEPER 5 GAL. PLANT PER DETAIL H 6'-0" O.C. 273 p, ++++r ;� 198 �, o \ / t / ! �` RC \ :\;! � ,\ % r / RB RHAPHIOLEPIS INDICA 'BALLERINA INDIA HAWTHORNE 5 GAL. PLANT PER DETAIL H 3'-0" O.C. 231 3 19 rrr�'• r\ `� f r••r• `+.., /. \ .r r•r` f a! \- T 10: :-: ,..•.\\`11;, \,\,.+• r /fir. / G '�`.. • r '" `� rrr ''../ , 1. �:� RC RHAPHIOLEPIS INDICA 'CLAIZA' INDIA HAWTHORNE 5 GAL. PLANT PER DETAIL H 3'-0" O.C. 530 . J t,, � ` \� ,Y; \;`7 \�. 129 15 \ t 1 1 1 ..'.9 9 9 \.`� >� rrrrrr�r4��r�r 6 -p T J .i ; ; RB , �` ��r•rrr�rrrr�r' TJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. PLANT PER DETAIL H 18" O.C. 3560 I ;: \ UPJ t��\ .., \ �;"\ \\ \\ `� \i`� `4 '" ®11 LM LANTANA MONTEVIDENSIS 5 GAL. PLANT PER DETAIL H 4' O.C. 76 1 \\� � \ `1 \`I \\ \ GROUNDCOVER . r_�� ._G1 1 ,\`;,\ � 1 G1 APTENIA CORDIFOLIA RED APPLE FLATTED PLANT PER DETAIL H 6" OC / G1 \1\ � 1 / 1 ' \ \ %/ ,/ 47 1 ;; \ �/ ' 73 1 "` \ •' ' • ♦ G2 GAZANIA,MITSUWA WHITE' WHITE CLUMPING GAZANIA FLATTED PLANT PER DETAIL H 12" O.C. ,`C� ' R B - ;, , Q. // . RB 1 1111 � ` / /'/ 1 `�\ / 144 ESTIMATED QUANTITY \ 96 `,\ \\ LM PLANT SPECIES PER LEGEND RB ` \ DESCRIPTION OF CHANGE DATE CITY 1 APPROVED /' 11 / !;I1 __�\ 1 ; r! 1 \ \ / - \ _ \ fr r f. 1 \�. CITY 0F RANCHO CUCAMONGA `11" _� 11 � i f jt i \ ..1 ". .. ii i 1, -9 .". N f", \ 1 I I\ 1i i 'N I i 1 " . .. 1*1. ! il ", '. El � / l 1., !; _� I I f ;Ill,j1- 11, ! N. I :1 ! 1, \ .. \ 0 15 30 Rancho Cucamonga Metrolink Station 1 ~\ ��� / / x\,11 ,/ SCALE IN FEET _ / f \. / .l �.__ f �, PLANTING PLAN I., 1 I .......1.......................1_11__------ __........._..................................__......_. _ 1 �`,._._,~_ : _ _1111 .. _.. _.......__. SHRUBS / .,_._...,,_. - ...... ................................. 1 1_.__1_11_....... .. _._,._......_._.................................................. _... 1111 t /'/\v '...,. ata 1 ��. RUN VER 1 ! �'. 1 / 1 1 1 1 1 1 1 1 N. ` 1 N. 1 1 1 1 �\1 1 ` ,, 1 ` 1 1i'x 1 , -r ; ....,.y1 \, // �;• 1 1 1 1 1 1 1 1 1 .+tel: f _ 1 ;,• 1 :..____ N.. _.... 1.111,_..------ ._._..____ ..._................................__..._.... - \,\ # 23495 P � i' 11 \;� ��, Q• No �s CITY ENGINEER R.C.E. NO. fte 1 \ y �` DESIGN RECOMMENDED 1 ; w 1 ~ ~ ____.. : ' _._.._._................................._-�..,_.,__... _. ...__._..................................._...........__.._ __... __ ._._._..................................... .. _.._._.....................r. __1111.. ___ �... ', n RJM RJM ... ........ ........ ..............--.,.«....._.-»._ -'_...__.._.._........................_.....-,1111. _ / �'�: / DRAWN ,t;:•.. DESIGN GROUP, INC. SHEET * * RJM WM L""=-TM '"r'.M.,==:L~'" L-6 OF 8 TT s llE Of CAI* FILE N0.No.CHE KED DRAWING N0. L. CITY DATE FFILE 1505 L PROJECT SHEET NO. 61 . OF 8[ ZIP - W AGENERAL PLANTING NOTES ! / TRLNNK TO ALLOW FOR WINO FLEXING OF THE TREE. BUT w E - s NOT SO LOM AS TO LOSE � v I -- r SUPPORT OR ALLOW THE 1. REFER T PLANTING- � HEAD To DROP. 0 PLA G SPECIFICATIONS FOR ADDITIONAL PLANTING INFORMATION. U 2. FOR TREE STAKING, SHRUB PLANTING, AND VINE TYING DETAILS, REFER TO DETAILS C,vl v THIS SHEET J BELOW HEw *TOP TE TO BE PLACED AS LOW v 3• CITY SHALL APPROVE ILL PLANT MATERIALS AND THEIR ✓ POS t9l ON THE TOP of sWHER SPECTELOW NEG r�✓ I TREE WHERE STA SPECIES GROWTH AAS FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH PLACEMENT PRIOR TO INSTALLATION. CONTACT �y` - TRtnAc NW PERMITS. BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS, 48 HOURS PRIOR TO REVIEW. - � �v IV WIN - _ v, OR ALLOW THE HERO TO DROP. IMAM TRUNK 4. CONTRACTOR SHALL CHALK INTENDED TREE __ _ C OUTLOCATION FOR ALL TREE THEN - S I ' � 't` NE (2) SETS OF �" Trts CONTACT CITY FOR APPROVAL PRIOR TO DIGGING PLANT PIT. A`� v SPACED 2r MART ATTACH 1IIfl1i -� • • - _ �r�►•_ •. - iz) M%TIES FACED 2t Tt ��,, GALVANIZED SCREWS TO tl 5. ALL TREES SHALL EQUAL OR SURPASS VALLEY CREST STANDARDS FOR SIZE AND APART ATTACH WITH GALVANIZED LADLE POLES. QUALITY. �;t✓ - -- - ~ SCREWS TO LODGE POLES. PLACE STAKE TO THE T7 MAXIMUM is NORTHWEST OF TREE. 6. ALL SHRUBS SHALL EQUAL OR SURPASS 'HINES' STANDARDS FOR SIZE AND QUALITY. r DML LODGE POLE PINE STAKE WITH 7. PRIOR TO PLANTING,CONTRACTOR SHALL FOLLOW WEED ERADICATION PROCEDURES AS WOWi OF s Ir rrro UNDISTURBED sok AND SLOPE CONDITIONS PRESERVATIVE SINN DRIVE A MIN. OUTLINED BY THE SPECIFICATIONS. APPLICATION OF ANY CHEMICALS SHALL BE BY of s I POI STAKE OUTSIDE OF ROOT BALL INAL GRADE STATE LICENSED PERSONNEL AND SHALL HAVE A P. .A. RECOMMENDATION oRlc C T IR r BERM TwrntY COMPACTED 0 DIRECT IN PLACE TO FORM WATERING THE APPLICATION. I p &I LOCATED OUTSIDE OF 1 - 1 ISR 1 WANT 8. ALL TREES SHALL BE PLANTED A MINIMUM OF 3 FROM ALL PAVING, UNLESS OTHERWISE -- I ✓�� r" M I I I NOTED. I� 9. ALL TREES ARE TO BE LOCATED TEN FEET FROM ANY STREET LIGHT, POWER POLE, OR f=1 1 f 11 1 - - _ IT-1-I _ REINFORCED CONCRETE BOX FIVE FEET FROM ANY DRIVE APPROACH FIRE HYDRANT I I (= I � �I I I I ►MINE BACKFILL WIN NATIVE BACKFILL NTT} -� NO ROCKS GREATER THAN NO ROCKS GREATER I UNDERGROUND STRUCTURE (LE., CATCH BASINS, VAULTS) SEWER LATERAL OR CLEAN- ' I ROOT BALL I I Y DI SER THAN Jr DIAMETER 11 RooBE T eNl 1 OUT, WATER METER OR SEWER LINE. TIMES THE WIDTH OF PLANT PR TO BE (2) I �( - I _ 10. SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WITHIN THESE PLANS -- - - ROOT BALL. TIMES THE WIDTH OF THE n �(, - As �„fr' I _ - - - _ I � ROOT �` I /f ( 1 AND/OR SPECIFICATIONS ARE FOR BID PURPOSES ONLY. FINAL SOIL ANALYSIS AND FE.RTILIZER TABS PER MANUF. _ pmOrC F_ I I� I i I -��- 11=I� RECOMMENDATIONS. c� uz�R TABS PER - I _ I -1 I�I I=I 1 11 1 b RECOMMENDATIONS SHALL SUPERSEDE. ~ II ILL, I WWUF. RECOMMENDATIONS. =1 I -1I F I - - _ 1 1. AFTER FINISH GRADE HAVE BEEN ESTABLISHED IN PLANTING AREAS, CITY (PER SPECS.) SHALL J1 �=11_� NATIVE SOIL I-1 -1 HAVE SOIL SAMPLES TAKEN. LOCATIONS OF SOIL SAMPLES SHALL BE AS DESIGNATED CAV�s -- • I-1�I�-I I I I=1 I I -1( I -III 111 I I I 11=I ISI 1 f=1 11=11�I I BY THIS SYMBOL UNDISTURBED NATIVE II Ii I CLI-1 I I II�I �I 11-1 I THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714/282-8777) FOR SOIL , ISI -�- ��� FERTILITY ARCHITECTURAL SUITABILITY AND SOIL PREPARATION RECOMMENDATIONS. NOTES: I�I--- �I�I I. REMOVE NURSERY STAKES NOTES: TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION- 1. GROUND LEVEL TO 1, DEEP, 2. 2. STAKES TO BE PLUMB AND PARALLEL. 1. REMOVE NURSERY STAKES 24' TO 36'-DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL 3. STAKE TREE PERPENDICULAR TO PREVAILING VNPID. 2. STAKES TO BE PLUMB AND PARALLEL AND BE LABELED PER LOCATION AND DEPTH. 4. PUCE FERTILIZER TABS PER MAPKIF, RECOMMENDATIONS IN PLANT CONTAINER 3• STAKE TREE PERPENDICULAR TO PREVNLING WIND. PRIOR TO PLANTING FOR OBSERVATION PURPOSES. 4. PLACE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER 12. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE CONTRACTOR PRIOR To PLANTING. FOR OBSERVATM PURPOSES. PRIOR TO ANY WORK BEING DONE. 5. FIVE GALLON TREES TO RECIEVE ONE STAKE WELLS E STAKED (5 GAL. EUCALYPTUS ONLY B E N SLOPE - C 13, ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- GRADE . / MULCH DETAIL AT TREE A SINGL S TREE } TRE O SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY,INDICATE SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH Nom: MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TEST RESULTS SHALL BE I, REMOVE NURSERY STAKES SUBMITTED TO CITY FOR APPROVAL PRIOR TO SOIL PLACEMENT. 2. STAKES TO BE PLUMS AND n ) PARALLEL 14. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO I STAKE TREE PERPENDICULAR `� P TO PREVAILING WIND, `i TIGHTLY COMPACTED � BERM �TO FORM THE SOILS REPORT RECOMMENDATIONS. BASIN. NATIVE BACKFILL WITH NO ROCKS DEPRESSED WATERING BIS N l � 4. PLACE FERnuzER TABS PER DEP `� REPORT RECOMMENDATIONS MANUF. RECOMMENDATIONS IN � GREATER THAN S DIAMETER. _ TO THE CONTRACTOR'S INSTALLING SOIL PREPARATION AND BACKFILL MIX. PLANT CONTAINER PRIOR TO `� GRIN SHREDDED v PLANTING FOR OBSERVATION COARSE D 5. 1 ALL LANDSCAPE AREAS (EXCLUDING SLOPE AREAS GREATER THAN 3:1) ARE TO BE ` ) PURPOSES. `� MULCH. ORIGINAL GRADE C �� N MULCHED WITH A 4' DEEP LAYER OF COARSE GRIND WOOD FIBER (REVIEW ,,,r S* BERM TIGHTLY COMPACTED IN SPECIFICATIONS) MULCH AT THE CONCLUSION OF PLANTING OPERATIONS. ` , PLACE TO FORM WATERING BASIN. V w E -_ TOP TIE TO BE PLACED AS ION LOW AS P - POSSIBLE THE S fL 1--I 1 I TRLx+K T FOREE. TOP OF STAKES �� - 16. PLANT TABLET SCHEDULE NOT SO LOW AS TO LOSE - HEAD OF TREE WHERE SUPPORT OR ALLOW N SPECIES GROWTH HABIT PERMS ,;1-, I i 1= 15 GALLON - CONTAINER RECEIVES: 12-15 TABLETS THE HEAD To DROP. MAIN TRUNK(2) SETS OF CINCH TIES SPACED 2! I- I I I I 1=1 I (- 20' - 24' BOX RECEIVES: 14-16 TABLETS I I I - APART, ATTACH WITH GALVANIZED 30' BOX RECEIVES: 16-18 TABLETS SCREWS TO B• LODGE POLES. • BOX RECEIVES: 18-20 TABLETS 12- MAX t DIA LODGE POLE PINE STAKES �I {- I ( �) ( = 42' BOX RECEIVES: 20-22 TABLETS NRH WOOD PRESERVATIVE STAIN. - ROOT BALL I ROOT BALL -I DRIVE A MINIMUM OF � INTO I I I I (� _I 48' BOX RECEIVES: 22-24 TABLETS txlDISTvaBED SOIL AND PosrrloN 1! I STAKES OUTSIDE ROOT BALL - I -) I =) I I _ _ 60' BOX RECEIVES: 32-36 TABLETS ARBOR GUARD IN TURF AREAS AND I-1 I (-1 I - I I-I I -=1 I E. 1_=z I I PUNT PR TO BE (2) TIMES THE LARGER SIZES-FOR EACH USE 112- CALIPER USE: 3-4 TABLETS FRONT YARDS. - - -------I1- PLANT PR TO BE (2) TIMES THE WIDTH OF THE ROOT BALL _ _ _ _ _ _ - _ WIDTH OF THE ROOT BALL Y � �,,, I-I I I-1 I (-I I (_I TTGMn_ COMPACTED r BERM - ,TERING BASIN FOR RESIDENTIAL AND -I --- I -- I I I-I I I-I I I-I I I-I I I I I___.I I I-I I I= N R INSTALLATIONS. OCATE PER MANUF. GROUND COVEL - - - - FERTILIZER TABS T R MIWUF. - - 1 FI I-I I I-I I I-I I I-1 I I- OUTSIDE OF PLANT PR. BERMS IN TURF ------II --- -� FERTILIZER ABS PER 11-III-I 1 _� . I I� I I - - - - - - - RECOMMENDATIONS. AREAS TO BE REMOVED PRIOR TO Crrr RECOMMENDATIONS. -- ACCEPTANCE. -III-III-1 I I-III-III I I-I I i-I I I I I�--I I I I-1 I I-1 I I-1 I I=1 11-III I I=1 I I- XERISCAPE ASSESSMENT SYSTEM SUMMARY _- NATIVE BACKFILL WITH NO ROCKS GREATER THAN r DIAMETER. UNDISTURBED NATIVE SOIL - POINTS REFERENCE CLAIMED (Sheet#/Ref. #) ROOT RAU UNDISTURBED NATIVE SOIL I. LANDSCAPE [Point Value] t 1. Water conserving plants.[20] 15 SEE SHEETS L75,L-6 SKI BACKFILL WITH 040 . I I ROCKS GREATER THAN r MAINOTES: • ( 1 IS' TS AT EDGE 2. Turf limited to 2596 45�Yo residential. 20 20 EE SHEET L-6 I. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE t. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS ( [ ] S NATIVE SOIL UNasTURSE 3 OF ROOT SALL DO NOT CRACK ROOT BALL OF ROOT BALL DO NOT CRACK ROOT BALL 3. Plants groupedb watering need. 10J 10 SEE SHEETS L-5, L-6 TWICE ROOT BALL WIDTH 2. PLACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PLANT 2• PUCE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. CONTAINER PRIOR TO PLANTING, FOR OBSERVATION PURPOSES. 4. Hardscape (non-irrigated) surfaccs.[IO] 10 SEE CIVIL PLANS 5. Permeable paving.[51 0 SEE CIVIL PLANS CONTAINER PLANTING E CONTAINER PLANTING ON SLOPE F DOUBLE STAKED TF�� D CO 6. Low-water turf varictics.[5] 5 SEE SHEET L-6 7. Mulch provided in non-ground cover areas.[5] 5 SEE SHEET L-6 ONE HALF OF SPACING t REQUIREMENT { C 8. Soil amendments.[5] 5 CONTRACTOR PROVIDED SOILS }�,�p REPORT & PER SPECIFICATIONS. 4 OF COMPACTED COARSE GRIND LIMIT OF PUINTER AREA - �L�12 '�+'►''I Total Points Claimed: 70 • WOOD FIBER MULCH. / HARDSCAPING/ CONCRETE I) ALL PALMS ARE TO BE INSPECTED AND CERITIFIEO DISEASE-FREE . PRIOR TO PURCHASE AND PLANTING. I�\ FINISH GRADE J Minimum Points Required: 601 HEADER 21 PALM HEIGHT SHALL BE DETERMINED FROM THE BASE [ Q OF THE NEWEST FROND TO THE FINISHED PLANTING HEIGHT. CITY TO PROVE PALMS PRIOR TO THEIR DELIVERY TO THE SITE. fI 31 PALM TREE ROOTBALL TO BE'�Z, DIA► jER MIN. FOR TRANSPORT TO SITE. ROOTBALL TO BE TR10RD TNP DIA. MIN. PRIOR TO PLANTING UNDER DIRECTION OF CITY IN ECTDR AND CERTIFIED ARBORIST. .1BACKFILL TO BE TAMPED AND/OR WATER JETTED DURING PLANTING FOR STABILITY. S1 BACKFILL MIK Tb W PVCTjVr 90IL, 41 ON FIELD-DUG 011 B l B PALMS. LEAVE FRONDS TIED• Bk UNTIL TW NE BREAK$ NATURALLY. N d In DESCRIPTIONOF CHANGE DATE CITY APPROVED - I (=) I I- I I i-I 11=1 I I-III=1 I I TI I=1 I I=I 11=1 EQUA PALM TRUTNI(,TRIM PER SPECS CIT Y OF RCUCAMONGA 6' 6' 3'BEAM TO FORM DEPRESSED WATERING BASIN IN GROUND SHOVEL CUT EDGE COMPACTED COVER AREAS NATIVE SOIL "` "°E Rancho Cucamonga Metrolink Station IRRIGATION BUBBLERS III- -1 I I-_1 I I PER IRRIGATION PLAN ~ I � PLANTING DETAILS AND NOTES NOTE: 9- I I J W 2 I. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL = FOOTBALL 5 m I SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON -1 - BACKFILL VATH NATIVE SOL - 1-- - _ - �,pNDSCA PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ► =1 - 11=I I L NOTES. i I _ L_ -]l- II=111 - (2Y d PERFORATED P.V.C.PIPES RYA* APPROVED BY: DATE: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR III-I I I I=111=111=1 Ifill== FU_ED WITH NO 1-IdAeMr-D Q R 24953 SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. SIMILAR LIMITATIONS ALL SHRUBS AND GROUND COVER -3>= CITY ENGINEER R.C.E. N0. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 'll III=III=111-III__- 1 -- - - - Aw N. 4 N-A �-. _0 I --}+ IV I► Y 1117 irk y Y C i 1,'k 11 a I tOF SECTION A-A �'� ' ��'� ''^ " SECTION B-B �G : ' = - a " /� SECTION C-C _ -00 - - a 77 _._ -_-____ .-��- iI-_..t���i.1 ._ _ - / �� _,'� ` /� - ti `t_ '. Vas '���� �� _�.� �fj '�� -.'�l�'��" � \► 03 N*w c..�`' 1. DSECTION E-E, ISECTION D-D M. .0 SECTION F-F Jh V' DESCRIPTION OF REVISION DATE crrr e�RoWD CITY OF RANCHO CUCAMONGA ' RANCHO CUCAMONGA METROLINK STATION SECTIONS • DSCAp Q Q•%YA* F9 y r APPROVED BY: DATE � mc-) CITY SNGINh'ER R.C.B. No. 24953 DESIGN ✓ RECOMVMED • RJM RJM -7SL d't4r Oft ♦ DRAWN , DESIGN GROUP, INC. SHM 00 E OF CAUfa RJM , PLA"ING AND LANDSCAPE ARCHrr MME L-8 op 8 J l.�I W•.aM•l+at.fNf[!N,M1M10•+VIfJO,C4.i111 AIIf M1NN CHgtCt® DRAWING No. L. 8, CITY 1505—L PROJECT SHEET NO.63OF 81 14'-7 3/8' 14'-7 3/8' 14'-7 3/8- 5'-4 3/8" 110. rb TVM MALFUNCTION LIGHT CONDUIT W//IN COLUMN UP TO ROOF LOCATION 12 AS-5 5'-4 3/8 SIM Ass TS6X4X3/8 Ts6X4x3/16 TYPICAL ��► f 1 •f sq ?+ h/ ?�, 'h ?+ \ 13 AS-5 '� AS-5 y� ,� G I } IrO \ / t Ts TS6X4X3 x O O � � � AS-5 n x 4',~ ti♦q TS 6 X 4 X 3/16 aD n I BENT (TYPICAL) BENT (TYPICAL) 1 s` IV- ,? 2 b BENT q OKN BENT + BENT i TYP As45 ���� .� + AS-5 � +'1• 15 'O18 !ri O s As—s f SIM TS8X4X3/8 As-5 T5 6 X 4 I 3/16 3 As�S 16" x 16" COLUMN 1 �? BENT , �? BENT 1 (TYPICAL) 10 �� BENr + + TYP q / r ,q 1 \ r L"� • ♦, q R! BEAMS BELOW +�q` 8 \ / '�' 3 TYPICAL BENT AS-5 Ts 6 X X 3/1600, AS-5 I TYP 3 I BENT AS-5 NOTE:ALL HIGH ROOF �TYP .,# SMALL SHELTER FRAMING PLAN 1/4" 1P-o• 1 �y MEMBERS SHALL \ AS-5 BETS6X4X3/16 t3 AS-5 UNLESS NOTED OTHERWISE \ + Ts 6 x 4 x 3/16 ,� 1 \ I ANT �� STANDING SEAM METAL ROOFING ao 11 . As-5 WALL AND BENCHES TYP \ r / ON SOUTH SIDE 02 AS-5 TYP 5 CAST CONCRETE AS-5 TYP BENCH BASE (FLUTED CONCRETE) A B C D F C 1/4M = 1.-O' 3 SMALL SHELTER END ELEVATION 1/4» = 1' 2 PLAN LARGE SHELTER FRAMING TVM MALFUNCTION LIGHT e BEYOND (ON REAR COLUMN THROUGH ROOF) As-s METAL ROOF NOTE: AND FACIA SEE SPECIFICATIONS FOR FORM LINER TYPE AND MANUFACTURER ALL FORMED AND CAST CONCRETE TO RECEIVE A 1/2" TOOLED RADIUS EDGE AT ALL EXPOSED EDGE CONDITIONS AND TO RECEIVE METAL GUTTER A MEDIUM SANBLASTED FINISH (APPROVED BY ARCHITECT) AT ALL EDGES DESCRIPTION OF CHANGE DATE CITY APPROVED 0 0 0 0 BUILDING DEPARTMENT APPROVAL OF INSULATED SKYLIGHT C1 TY OF RANCHO CUCAMONGA AND STANDING SEAM METAL ROOFING SHALL BE DEFERRED METAL BENCHES UNTIL SUBMITTAL OF SHOP DRAWINGS, DETAILS AND CALCULATIONS STNDING ND BE ALE (4 LOCATIONS) SCUPPER NO. 1 AS-5 TOA WITH TAND HIGH WIND CONDITIONS (AM ROOF SYSTEM SHALL 90 MPH) ANDA STRUCTEDASHOP DRAB NG SUBMITTALS METROLINK STATION - PHASE SHALL INCLUDE DETAILS AND CALCULATIONS WHICH SUBSTANTIATES THESE CONDITONS ALL SHOP DRAWINGS SHALL BE SUBMITTED WITHIN 30 DAYS OF AWARD OF CONTRACT MAIN & SMALL SHELTER FRAMING PLANS * ELEVATIONS TILED BENCH FLUTED CONCRETE PATTERN BACK (TYPICAL) WAN 2" BORDER EA. SIDE ��`,���►��tittttiti�t (TYPICAL AT ALL BASES) ��,,.•��c�E� ARc'�% W. �'� F APPROVED BY: DATE: - r o - r v �� 4 9 r MY ENGIN �Ilj;;illl� �llrli(�1i�L= C E G R.C.E. N0. DED l ll ri'l l 11% �� D C LRECOMMENDESI N iNo C 8320rrF OF CP� � DRAWN DATE SHEET t=i � D C L Wolff�Long/Christopher 01/11/94. AS 4 O. 6 Archi ects, Incorporated * CHECKED 10470 FOOTHMI BLVD. PROJECT NO. DRAWING NO. LARGE SHELTER SOUTH WEST ELEVATI N 4 71/4 s 1 -0 P A J` �. R""c"0 cUC/�MOHGA, a 91730 9316600 1505 (�) +ae7-oso9 FAX (siva) 9s0-9950 PROJECT SHEET NO. 67 OF 81 A w STL BEAM, WHERE a 1/4" �. F.P. OCCURS, SEE PLAN Ilk. CANOPY EVE LINE STL BEAM, 4" CAST IRON PIPE TYP. 3/16w \ `,�' �,� ,' SEE PLAN3/8- 8" PLATE EACH ) / AT SCUPPER LOCATION `.'S► `, i i g.�'� 1/4" SIDE, TYP. ------ -------- -- --- ----------------- -------- --- 16" SOR COL ----- -- ------ - - - ' W/ 1 #8 VERT I I 1/4" , ' 3/16 `� O EA CORNER ----- - - -- -- - ---- ---- -- - - -` , ,' - - - - --- -- -- - - - ----- - I , ,' T. S. SLOPED ,' .' T_ S. SLOPED - - - - - -- ----------- - -- ---- ---- -- -- � ` _�C� TYP. TOP �c3 O 12" 0 C S. HORIZ. ' 4" X 4" BOTTOM PLT. ' 1/2w PLT b w TYP. i I � �``� % 3/16 I ` , ` \ w Np T. S. 1/4- 1 1 4 X 4 X 1/4 1 FOR SIZE AND NUMBER OF m 'o Cl.R " - G�,, • \y�/ \\ i �e� VERT. �, i BOLTS, SEE BOLT SCHEDULES O 120 C w T. S. T. S. 12 " " TYP. ; • 3/16 I SECTION "A" • >OD I MID CONN-, ," _ 1 -0" 14 E D G E C N N. 10 PEAK INT �" = 6 BEAM C 1w = 3 ----- 16 GA. GUTTER t° $1 ' --------- -------- t --- . I I * 2- I I I1r I I I Sr i i r CAST CONIC �----- ---- '�• ; ; ,/ 4" OVERFLOW �/ 4 BENCH ---- ---------------- ----- ---- ---------------- ' � ' 9' CUT OUT AT SEE NOTES e I T. S. 4 X 4 X 3/8" Q°F� ; ; ,�`'' CENTER OF �s 4 ,� •� I FIELD W/ 1/2 T. S. HORIZ. ; ; , ' BIRD SCREEN 12 12 CERAMIC TILE 16" SQR COL ' W 1 #8 VERT LI I CAST IRON (IN COLUMN) O EA CORNER TO ABS PIPE (UNDERGROUND) 18 GA. SHEET MTLDOWEL C4 T.S. WHERE ;' SCUPPER WITH FACTORY SEE c Is O EA CORNER 'v OCCURS FINISH COLOR AS SPEC. ---- ------- - 6 --------- I 3/16 ` 3 #3 TIES SEE PLAN \ 1 FLUTED CONCRETE BASES - 8' LONG :r „ , #3 O 12" 0 C ----- -- - ----- ---- - _ -.-_ _ - - - _ -_ -------- ------ -- - FOR SIZE, LOCATION AND --------------------T_ S. -------- REINFORCEMENT OF PADS ----------------- -- -- ---------------------- SEE SHEETS PS-5 AND PS-6 STEEL BEAM SEE PLAN � 4" CAST IRON OF THE PLATFORM PUNS 1/4" X 6" X 6" PLATE PIPE AT LOCATISHOWN ONS 1/4'/ COL. CONN 15 BEAMCONN . 11/2" 11 EDGE CONN. 1. . v-Dw 7 SCUPPER NO. 1 '" - 1- 4 COLUMN D1/2" = 1'-0- 1 -- PEAK ALUM CAP TYP. - ' i " 1/40 rJ 1 1/4- WEB T S NOTE: PANEL SKYLIGHT i a i STIFFENER • I I I I SKYLIGHT DETAILSTYP. SHOWN ON THIS SHT ; ; . �. `. I vS I ,• j _ IS FOR REFERENCE ONLY. ACTUAL DTL TO BE PER MANUF. . i H i I I y. 1 I 1/4- I I i I I h' .' FO `� `•, I � �C• 1 I y" .'' I 14 GA MTL CLOSURE PLIGHT FRiNG do ` I I SUPPORTS PER `• � I ' i 1 1 i -- ' ' ' MANUF � I I " ------ - --------- - - - - - - - -- - - ---------------- - - 1" DRYPACK 24 GA VALLEY i 3/16 T. S. HORIZ. T. S. HORIZ. ' I --------------------------\------------------- FLASHING --- - - --- - ------- ' T. S. �,I I SKYUGHT PANEL3/16 ; STEEL BEAM 33 TIES ---- --------------- , ' I 1/4- SEE PLAN TYP. 1 I SKYLIGHT FRING do ,�' ,'' i a ----- - ----- --------- - - -- - ---- - SUPPORT PER MANUF ---------------------------------- T. S. 4 — 3/4" DI A ` X12A8'S Np, 0 #3 O 12" 0 C 3/16" _ , _ ,'_D ," ,'_0" CONN. ," ,'_O" CONN. �w = ,'_0" ," ,'_0'SKYLI HT 16 EDGE CONN . 12 MID 8 BEAM 5 BEAM/COL DETAIL 2 TYP3/16" BENT 3/16" 1'-6" PLATE CONT. A 1/4" BEAM DEPTH NUMBER OF BOLTS I � I NOMINAL "D" (A-307 TYP. U N 0) ` I = I STANDING SEAM METAL ROOFING ��: ; ; UP TO 6" 2 — 3/4" o C " DESCRIPTION OF CHANGE DATE ,FTcIROVED 24 GA VALLEY 1 — 3/4 FLASHING METAL DECK TYP. . Cl TY OF RANCHO CUCAMONGA u� /4" �� o 10 TO 12 3 — 3/4 0 B/NT"P ---- --- --- - - ---\ '- - -'- -- - ---- ------------ -- - 14» 4 — 3/4» METROLINK STATION - PHASE T. S. HORIZ. T. S. HORIZ. ` 16" 4 — 7/8» STRUCTURAL & ARCHITECTURAL DETAILS ' I 1 1/4" TYP. 18" 5 — 7/8 TPP. » M,.�►th�tltttl<�t1= ` . i i S�D ARS r jiili 21 " 6 — 7/8 � o�`•E LA tii��,y APPROVED BY: DATE: a I / , TPP. J/ 10" ,'—s" CITY ENGINEER R.C.E. N0. 2_ » —' » No RECOMMENDED ` �� 24 7 7/8 $ DESIGN � , ' � � � � . ill 9 �� D C L ' i I;li B I�f`Itq,�` Fp 6.9�� '�.` DRAWN I I' Ill�ill�l III DATE SHEET TPP. BOLT CONNECTION SCHEDULE =t,,1,,,oi«,C . D C L Wolff Long/Christopher 01/11/94. AS 5 OF e Archl�ects, incorporated w w w . w w w CHECKED PRUJECI NO. DRAWING N0. VALLEY 17 STL DECK _ 13 MIDCONN.- _ 9 P Au �,,,,,,t RANCHO UCAMON�w 9316600 505 RANCHO CUCAMONG+1, G 91730 (909) 987-0909 FAX (909) 980-9980 PROJECT SHEET NO. 68 OF 81 -r - METAL ROOFING 2FLASHING .�.� ,. ,. CONCRETE SEAT BACK' ACK SCUPPER 4 GA AND METAL SEAT As�6 3/8" PLT. ,��� As—s — SKYLIGHT PANEL ' I CONCRETE BASE I •, 7 (NO BENCH) . I v► • --- --- ---- -- - --- - 24 GA (CONT) in FLASHING -----------T.--S.----------------- • . • . I t �e• I SKYLIGHT PANEL I I v- - - - - - - - - - - - - - - - - - SKYLIGHT FRING doy SUPPORT PER MANUF ��,���, 1/4" PLAN GUTTER do STRAP ATTACHED FOOTING (TYPICAL) TO SUPPORT BEAM SEE PLATFORM DRAWINGS FOR FOUNDATION DETAILS (TYPICAL) DETAILS 1" 1�—�" 14 SKYLIGHT 1" 1� 14 PEAKJOINT 1- = 1'-0" FNDNT3/8" _ ,'_0" STAMETAL NDING SEAM 6 PLAN 3 12 121 12 CUPS O 24" O.0 MAX. 5 t5 W�� SIM POP RIVET FLASHING TO As-5 Z—CLOSURE O 24" O.C. MAX. it 6" HIGH GUTTER Z—CLOSURE SETS IN SEALANT TS 12 X 4 X 3/8 16 GA (TYP) — — — FRAMING AND RIDGE FLASHING CONSTRUCTION rIFf UNDERLAYMENT TO MATCH q � PLATFORM 3" DIA OVERFLOW SHEET MTL ROOFING x x SHELTERS 02" ABOVE GUTTER t TS 6 X 4 X 3/8 'b BOTTOM x l I x I C4 N •° •° 16 6 y w 3" CAST IRON PIPE PAINTED TO MATCH — ° •° GUTTER AND TRIM TS 12 X 4 X 3/8 Nam mil ml � I ,A - • CONCRETE COLUMN t TS 6 X 4 X 3/8 PLANS AS-4 ROOF STRUCTURE, SEE BENT (TYP) FOR SEEStl-3 LOCATION OF SHELTER ELEVATIONS DETAILS 1/2" 1#-Ow 15 SCUPPER in = it—on 11 METAL R 11/2" 1'-0" 7 FRMNG PLAN 3/8" ' 1'-0" 4 BUS SHELTER 3/8" 1'-0" 1 1'-2" CAST CONCRETE METAL ROOF UP LIGHT e" BENCH BACK AT PERIMETER UP LIGHT FIXTURE CERAMIC TILE COVER ROOF FRAMING, SEE r SEE SHEET PE-8 FOR LOCATION OVER MAIN BEAMS `� �� SEE SHEET PE-8 METAL BENCH SEAT // �IN, � FOR LOCATION ---------- - ----- -- CONT. HOOK STRIP // ROOF STRUCTURE • L M \ - - - - - - - - - - - Ile EAVE / o - - - - - - - - - - - O ��- - -�/ O FLAT AREA EAVE TRIM O _ 2" STRAP AT 30" MAX I CONT. CLEAT 6" HIGH GUTTER NOTE: WHERE 4 X 12 OCCURS 16 GA (TYP) PERFORATED METAL BENCH ATTACHED TO ELIMINATE BEND 4 X 12 T.S. WALL WITH (4) 5/8 X 2 1/2- EXPANSION ' - --- 14 GA. BNT MTL TRIM BOLTS AS APPROVED BY CITY BUILDING DEPT. W/ 3" RETURN T/e JOINTS O BEAMS DETAILS 1" = 1.-O" 16 MTL- BENCH 3/4" a -0" 12 METAL R 11/2" a 1'-0" 8 SM. SHLTR LTS 11/2" _ '—O" 5 LG. SHELTER LI HTS1" = 1'-0" 2 TVM MALFUNCION LIGHT CROUSE HINDS VXH15 BODY, P50 BODY, A21 LAMP, AND #4 TYPICAL G54 CLEAR GLOBE OR EQUAL SEE NOTE ON6" X 6" X 1/2" MTL PLATE 20 12" DETAIL 12 ABOVE PROVIDE OPENING FOR CONDUIT DESCRIPTION OF CHANGE DATE �� FOR METAL BENCH AND FASTENERS (SEALANT FORM LINER ALL AROUND FIXTURE BASE 2" CITY OF RANCHO CUCAMONGA THREADED PIPE COLLAR 2" ATTACHED TO METAL PLATE -- — W/ SELF TAPPING SCREWS ls -. ;; METROLINK STATION — PHASE , \ !! ' 2" DIA. METAL PIPE ; n BUS SHELTER & DETAILS THREADED EACH END !! _ ' ` ��ttttttllllll •' _ ELECTRICAL CONDUIT �� ; 5�.. 5�-D ARC,�j�1tr��� INSIDE PIPE AND COLUMN _ O _ -- PLATFORM (DRILL HOLES AS REQ.) �� ��' a* '� �� 4 APPROVED BY: DATE: SEE SHEET PS-4 v CITY ENGINEER R.C.E. N0. 2 FOR DETAILS ♦ ' i DESIGN RECOMMENDED G i No 9320 : i ! 4 O 18" O.C. WELD PIPE TO FRAMING J'� 9 �, D C L AT TOP OF COLUMN 3/16" ATE SHEEI iil9lF 6'� ��0�,�-� DRAWN � 'I'�,�I I��li 11 �I� 1Z1111OK�ttti•��' D C L Wolff/Lang/Chrlstopher Dol- AS 8 of . 6 Architects, Incorporated 10470 F007HL1 BLVD. DETAILS 1w .. 1�—�" 17CONC1" = 1.—�" 13 TVM MALFNTN 1" 9 CPECA A4, RANCHO CUCAMONGA• CA 91730 Pg3166000 DRAWING NU. , o (909) 987-0909 FAX (909) 950-9950 PROJECT SHEET NO. OF 81 f GENERAL N0 ES I . ALL EROSION CONTROL ( DESILTING FACILITIES ) SHOWN ON THIS ji PLAN SHALL BE IN PLACE & INSPECTED WHEN THE 5 DAY RAIN i�, • -•• Sf,• I.i - f , 4•. - FORECAST EXCEEDS 40 % . a 2. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED IMMEDIATELY UPON COMPLETION OF ROUGH GRADING OPERATIONS. ~rr i 3. ROUGH GRADING OF PERIMETER AREAS SHALL BE UNDERTAKEN Ek PERIMETER SAND BAG BERMS / DRAIN PIPES SHALL INSTALLED �,f � n,. .. _ y .„• , ,� - ;. � , � `'� , L B E '"" • =' ' r' 1 �r'' IMMEDIATELY UPON COMPLETION OF SITE CLEAR 8t GRUBBING l " OPERATIONS. �'.r/ r ra ' 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS . r•v " r„. r., _ r ., Wal YM 4V' .t ~`t n. �; Y,: '< NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO „•' .. 4.. . x' . _______ _ t -.- ---- PUBLIC OR ADJACENT PROPERTY AT ALL TIMES OF CONSTRUCTION. - , - • . w.. 1 .. v 'F _`� fir'"_+` __--._._.» _'a•.- _._-... �.._ `~ -.— -� WATERING OR OTHER APPROVED �: �--►— , { .. -y;� -��_r--• � � _ � ,__ s_n• � - •, ,. �. �._. _ .m _ METHODS THROUGHOUT THE GRADING & CONSTRUCTION OPERATIONS. w ' _tea-•�""� ,. 5, Y WORK BE AVAILABLE AT TIMES DURING THE RAINY SEASON. NECESSARY LMATE ALS SHALL BE — — — _ - t - t . '' �` y{ t »° •7 ” ~ •._`` - AVAILABLE ON—SITE AND BE STOCKPILED AT CONVEINIENT LOCATIONS ` I • '. •. :.. , ••• TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN o� � RAIN IS EMINENT. 0 6. DEVICES SHALL NOT BE REMOVED OR MODIFIED WITHOUT THE o 0 0 0 0 0 o b o o • ' , ' APPROVAL OF THE CITY INSPECTOR. r' - f' 7. AFTER A RAINSTORM , ALL DEBRIS SHALL BE REMOVED FROM ALL CHECK BERMS AND DESILTING BASINS. 0 o e o 0 0 b o o % t .' ;' • , /' 8. THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE THE CITY OF RANCHO CUCAMONGA WITH THE NAME OR NAMES OF PERSONS TO t lI MERGE AND A TELEPHONE . NC A . L1-71--•`Z_ C:.'7 r L.l•_1_1_Lt 1_Z_J,1.1-.d_-/..4?.�1711[_ 1_ - - ., , ' t � i'..,�� I _ Y, i NUMBER TO CONTACT SAID PERSONS. I ' CONSTRUCTION NOTES - 6„ „; . , y,. ..• ». .:; . • d [ , Q�— INSTALL POLYPROPYLENE POLYETHYLENE OR A 4, � "" POLYAMIDE WOVEN FABRIC ( MIN. WEIGHT a 4 , OUNCES/ SO. YD. , MULLIN BURST STRENGTH � T 0STABILITY EXCEEDING 300 P S.I. , ULTRA VIOLET EXCEEDING 70 % , 24 TO 30 LONG , 16 TO ,. ,.Y _ . ,_ �• " _� 18" WIDE ) 6 " TO 8" THICK) COARSE SAND AND l __ __ _ __ �a __ __ -- _ '�-- �• � � � GRAVEL BAGS (90 TO 125 LBS. EACH ). SEE •i•` :C_ ' ',[ DETAIL HERE-ON. SCALE: 1 = 100 INSTALL STABILIZED CONSTRUCTION ENTRANCE w I , ..r K., M - ._• ;,. . _ : : .. �, �� 4 �. ( PER DETAIL HERE-ON. .-`_ _._.. .,et,'•' ' , 18 MIN. - - - _ _ ' ' ..., •., ; _,, _ _ _ . _ :. t� J 4[ PVC. PIPE, SEE PLAN FOR LOCATIONS QD 48 MINIMUM . a WOVEN FABRIC SANDBAG FILLED---- 4° PVC. PIPE FOR DRAINAGE. SEE PLAN FOR LOCATIONS OF OVERFLOW PIPES. , I - i SANDBAG BERM, DRAIN PIPE DETAIL - ..• '^�►1 , / - rM' :' EXISTING EDGE �! OF PAVEMENT DESCRIPTION OF CHANGE DATE clrY APPROVED 7 711H,�` -- . .- -ice' 1 o ,� CI I 0 RANCHO CUCAMON ,� alt ` • 'r''' 1` ,ry. .ry C i _ _-.--�-. J O ` �� DI va o a 2MIN. [t METROLINK STATION - PHASE 1 I6 I[[TO 3[ COARSE AGGREGATE ° STORM WATER POLLUTION INSTALLS , (y �� A.S.•`.._— / �./ , ` Mi. . . •, �' , h -````•(((///)))///}}}{{{,'V //// � .... �..hf -, .., .,. _ DETAIL) ETAIL} j PROTECTION PLAN -PIPES (PER / ;Of0 ( ITEM 127) APPROVED BY: DATE: 15, - . -. CITY ENGINEE _ R.C.E. N0. 24953 DESIGN RECOMMEND[D IY�A, J M / MO MO o � c er:. aar r ,,u' i ,.::' r ,.,r• [ 'aa [ 'w-'; r,e+r:, [ ,o.o., 1 L.D. KING INC. DRAWN 2151 L D" ST., SUITE 1008 ONTARIO, CA 91764 KF (909) 988-5492 OF STABILIZED CONSTRUCTION ENTRANCE DETAILi n CHECKED DRAWING N0, JD DOUGLAS H. AYS R.C.E` �. 21062 1 505 PROJECT SHEE1 NO. 75 OF 81 v 1 . 6- MIN ACCESS (EITHER TION) CONCRETE REINFORCING TENSION LAP CUSS B CURB FORMWORK CONCRETE: Fc'- 3000.00 PSI F93RFORCM STM GENERAL STEEL- Fs - 60000.00 PSI 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONDITION AT EXTERtO1R BAR SIZE BO TOP t 6600 FOR NO. 5 AN D R CO: NO. 4OAN SMALLER SHADE AND SITE CONDITIONS BEFORE STARTING WORK. THE 2X6 CONT. PLANK EA. SIDE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY CONFORM TO GRADE 4a.OPTIONAL BAR SPACING: 4db MIN BEFORE PROCEEDING MATH THE WORK. CONST. JOINT, #4 18 18 L ELDED WIRE F KRC REF FNoCO ORM c�'QASTM JT To-iSL�AB-,R--, A t 4 FORM� C; UGAM014 (iA � 18 23 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 25 33 ON-GRA- #7 34 44 3. DETAILS OF FIEMFORCEMENT MALL BE N ACCORDANCE 3. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF "� #8 45 59 WITH CHAPTER 7 OF AMERICAN CONCRETE INSTITUTE 315 THE 1sM1 EDITION OF THE UNIFORM BUILDING 000E AND OUT BAC( #9 57 74 UNLESS NOTED ON THIS DRAWING. ININCLUDING THE OOTHER �iPOAno�SAAFFEYTY AANnD HEALTON OF H E SPALL #10 57 74 4, LAP BARS N CONCRETE CONSTRUCTION SHALL BE N ADMINISTRATION, AND THOSE LISTED N THESE NOTES AND PHASE In #11 89 116 ACCORDANCE WITH THE SCHEDULE OVEN OF SHEET Si OF SPECIFICATIONS. H� THESE DRAWINGS. LAP BARS IN MASONRY CONSTRUCTION METROLINK BAR SPACING: < 4db SHALL BE 4a BAR DIAMETERS. (24' MINIMUM) 4. SEE ARCHITECTURAL, ELECTRICAL. AND MECHANICAL TH AS SHOWN 6N DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, , UNFORMED PLAN + 2 D #5 35 46 THAN 8 WELDS. FABRIC AT SPLICES SHALL NOT BE LESS DEPRESSIONS. ETC.. NOT SHOWN ON THE STRUCTURAL DRAWINGS. NOTES fe 50 65 S. REINFORCING STEEL DETAILNQ BENDNG AND PLACING '.L THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS 68 89 REPRESENT THE FINISHED STRUCTURE. THEY DO NOT I. FORMWORK NOT PERMITTED BELOW GRADE UNLESS SHALL BE N ACCORDANCE WITH THE CONCRETE INDICATE THE METHOD OF CONSTRUCTION. THE FOOTING AND WALL ARE FULLY FORMED. 90 117 REINFORCING STEEL INSTITUTE *MANUAL OF STANDARD CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO 2 STAKES ARE NOT PERMITTED WITHIN FOOTING SIECTION 114 148 PRACTICE-, LATEST EDITION. CONTRACTOR THE STRUCTURE DURING CONSTRUCTION. SUCH 3. FOUNDATION CONC. MAY BE PLACED DIRECTLY INTO #10 145 188 - EASURES SHALL INCLUDE, BUT NOT BE LIMITED TO 7. SPACER TIES: FURNISIi IES AT 24 O.C.CN ALL BRACING, NEAT EXCAVATIONS, PROVIDING THE FOUNDATION X�11178 231 BEAMS AND FOOTINGS, UNLESS OTHERWISE SHOW IN SHORING FOR LOADS DUE TO CONSTRUCTION TRENCH WALLS ARE STABLE. REIN1F. STL. SPLICE IN CONC. 6 DETAILS. EQUIPMENT, ETC. OBSERVATION MSITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE THE FOOTING TRENCH DETAIL ARCHITE, S. ALL � �- >aNa4OR �� Dowas �� INSPECTION OF THE ABOVE ITEMS. BE SECURELY TIED N PLACE BEFORE PLACING CONCRETE OR MASONRY GROUT. 6 CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING . . CTURAL. STRUCTURAL F AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BOLT EMBEDMENT PROJECTION " 0. ALL MASONRY BLOC( WALLS SHALL BE DOWELED TO THE FOUNDATIONS, EETr_ IF CAN SUCH STRUCTURES CISARE 1/2- 4- 4• SUPPORTING FOOTING WITH BARS OF THE SAME SIZE, NO PIPES ALLOWED N TM! GRADE MMD THE SAME SPACING AS THE VERTICAL BARS N FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED PORTiT10N OF FOOTING s/a' 4' 4• THE WALLS. IMMEDIATELY. METAL PIPE SLEEVE 3/4' s• 4' 10. WELDING OF REINFORCMG STEEL, F PERMITTED BY THE 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT F COMPACTED FILL 7/8• a• s' PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT ARCHITECT, SHALL BE ASTM A-706 REINFORCING STEEL EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 1,-6*IIN. TAMPED SAND I• 7• s' i AND 8E DONE N CONFORMANCE MATH THE 'STRUCTURAL PROVIDE ADEQUATE SHORING AND OR BRACING WHERE �`- '�` 1 1 a• a' s' WELDING CODE-REINFORCING BY W OF THE AMERICAN STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. P1 ANS FOR SHADE SHF1 TFRS WELDING SOCIETY AWS Oi-4 BY WELDERS QUALIFIED UNDER 1 1 4• 9' s' W ELECTRODES,THE ROE URES CONTAINED THEREN. USE GRADE (E80) FOR GRADE 60OW REINFORCING a PROVIDE �� STAKES PRIOR TO FOUNDATION INSPECTION, II_- I_ VERIFY LOT UNIS. r�pTE; BARS. SPECIAL INSPECTION LS REQUIRED FOR ALL FIELD - WERE BOLTS ARE LOCATED WELDING OF REBAR. AT TOP OF COLLIMN OR 0. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT AT FOOTING. ADDITIONAL RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR ANOTHER 2• EMBEDMENT SHALL BE PROVEDED 11. SLOWT FORCING SHOP DRAWS FOR REVIEW BY THE ENGINEER OR ARCHITECT DESIGNATED BY THE ENGINEER OR ARCHITECT BEFORE FABRICATION. ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN TO ANCHOR BOLT EMBEDMENT 7 1z PROVIDE THE OVER REINFORCING MINIMUM CLEAR COVER of 4420.E STRUCTURAL OR ARCHITECT SH SUBMIT A STON AS DEFINED IN ATEMENT 2 CONCRETE OVER REINFORCING STEEL UNLESS OTHERWISE 1 N WRITING TO THE BUILDING OFFICAL STATING THAT THE SITE NOTED ON PLAN: VISITS HAVE BEEN MADE AND WHETHER OR NOT ANY OBSERVED -!= ON EARTH SIDE WHEN PLACED AGAINST EARTH.....___ DEFICIENCIES HAVE SENN CORRECTED TO CONFORM TO THE FOOTHILL BLVD 40d ON EARTH SIDE WHEN FORMED.........»............2• APPROVED PLANS AND SPEaFICATIONS, OR TO REVISED DETAILS •D- �� D APPROVED BY THE BUILDING OFFlCAL 60 MN. NO EXCAVATION 1 - BELOW THIS LIFE TO KEEP DIMENSION LESS d OAMGS. THAN V-6' EA. STEP FOR PIPE MORE THAN W-K" BELOW IOTTI OF FOOTBAR BENDS •d STRUCTURAL STEEL. FOUNDATION USE COMPACTED FILL (9OX DENSITY)IINSTEAD OF CONC. TO FILLIN PIPE TRENCH -D'_6d FOR BAR AND SMALLER 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-3e W b•_ad FOR BAR AND LARGER SPECIFICATIONS AND TO THE A.I.S.C. SPECIFICATIONS 1. ALL FOOTINGS SHOULD 18 BE AT LEAST 12 INCHES WIDE AND z UTILITY TRENCH 2 FOR FABRICATION AND ERECTION. PLACED T LEAST 16 INCHES BELOW THE LOWEST FINAL 4 MIN. N MASON FV ADJACENT GRADE. 1 MIN. IN CONC. �L-��_�� 2. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 FOR ARROW ROUTE 46 DIAM. LAP IN MAI�N�' 2. COMPACTION AND PROCEDURE OF COMPACTION Q FOR LAP LENGTH UIlFiNHIGH BOLTS, EXCEPT WHERE SPECIFICALLY C NOTED SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. .� 6 AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO IN CONC. SEE DET. A.S.T.M. A-325. HOLES FOR BOLTS SHALL BE 1/16' OVER 3 S PREPARATION SHALL BE DONE N ACCORDANCE WITH W SIZED. UNLESS NOTED OTHERWISE ON PLAN. •U BARS,SAME SIZE -4 E-� THE RECOMMENDATIONS OUTLINED IN THE SOIL INVESTIGATION W Z Hn (V AND SPACING AS HORrL - - 3. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER AND REPORT W REINFORCING CONFORM TO A.W.S. sPEaFTCAnoNs ELECTRODE SHALL Q v W ADD 24 STD. HOOK • 16• Fo 90 M e LAP AND OFFSET STIRRUP OR TIE BE E7°' 4, FOOTING EXCAVATION SHALL BE INSPECTED BY MINE SOIL ENGINEER AND THE STRUCTURAL ENGINEER PRIOR TO THE Q Z w QU RGER EN BAR 1-�6 OR .L. BENT TENSION 46 ALL INSTALLWELDIM AM HM ATION BE SPECIAL sNGTHINSPECTED BOLT POURING OF CONCRETE. Z Y ACCORDANCE WITH THE UNIFORM BUILDING CODE UNDER 5. PROVIDE 2• SAND, AND 6 ML NSQUEE]N MOISTURE J -- - -- - REIN FORCING HOOKS AND BENDS 8 *SPECIAL INSPECTION.' BARRIER UNDER CONCRETE SAO ON SUBGRADE, TYPICAL Q 5. ALL STRUCTURAL STEEL SHALL BE FABRICATED N THE THRGX%4OUT UNLESS NOTED OTHERWISE ON PLANS. 2 SCRRA 2-W 2-f6 vOtT SHOP of A LICENSED FABRICATOR AND SHOP DRAWINGS IN ALL IN 1 U.N.O SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER r U.N.O THROUGH THE ARCHITECT FOR REVIEW PRIOR TO . tJ FABRICATION. CONCRETE -- MJ - - --- S. ALL STEEL RPE SHALL OONFORM TO A.S.T.M. A-53 GRADE BEND -46 DIA. N 304 16'SMOOTH DOWIEL B AND STEEL TUBE SHALL CONFORM TO A.S.T.M. A-500 1. ALL CONCRETE SHALL CONFORM 10 MEWS 1001 EDITION OF THE ULB G» TE N •L- MASONRY �\ 1 1/2• DEEPS •SAW24S 0.G GRADE B• t CEMENT SHALL CONFORM TO A.S.T.M. (C-150) TYPE i OR L DIRECTIONS SEE DETAIL 16-20 HOURS AFTER DE80ND I SIDE ONLY FOR CONIC. �f==j POUR. FILL MATH & DRYPAC( SHALL BE COMPOSED OF ONE PART OF PORTLAND GROUT 2e DAYS AFTER PORN CEMENT TO NOT MORE THAN THREE PARTS OF SAND. SINGLE LAYER DOUBLE LAYER4. ANCHOR BOLTS, DOWUS, INSERTS, ETI_. 94ALL KJ-6-0--- --, - SECURELY TIED N PLACE PRIOR TO POURING CONCRETE 6TH STREET & CONCRETE SHALL SE CURED BY KEEPING CONTINUOUSLY MET 6- TMICKNE SS `T� FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND. (T�•) (EMf'ORpNG ND HORIZONTAL REINFORCING DETAIL 3 _1nP" m POUR - R� N DRAWINARCHITEGS FAL. SCELL NEO ITEM ELECTRICAL E PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO � CAST INTO CONCRETE AND FOR FLOOR DEPRESSIONS. PITS. CONTROL JOINT CONSTRUCTION JOINT 9 ETC. c.J., IACA AT 20'-Or O.C. MAX OONSTRUCTION JOINT 7. TEE DETAIL N TMS SHEET FOR EXPANSION JOINTS. EACH WAYIN � PARTITIONS WHERE SCORING, FOR CONCRETE WALKS AND SUBS 04 GR VICINITY MAP N. T. S. BEYNDATION WALL 1• 1- Ml MNIMUM CONCRETE COMPRESSIVE SIRENGTI{S AT 26 DAYS BEYOND SHALL BE AS FOLLOWS: � * FOUNDATION......................_2500 PSI (STONE) RE)VF. 10 BE >fAAME SLABS ON GRADE........2000 PSI (STONE) SM AND AMOUNT ---- -- *----AS FPO. OGNNT. - 0. SLABS ON GRADE SHALL BE REINFORCED WITH 6 X 6 REINF. WI.4/WI.4 E.W.W.F. UNLESS SPECIFICALLY NOTED. .L. 10. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT AS NOTED. SHEET INDEX I ar L x w. CLP-11 L-eaTTOM OF F'PG. WLKE LENM. SEE MAIL A-S 1. TITLE SHEET, STANDARD DETAILS AND NOTES STEPPED FOOTING 4 A-S 2. MAIN & SMALL SHELTER ROOF PLANS + ELEVATIONS 'D" ro• DESCRIPTION OF CHANGE DATE ,�� A-S 3. MAIN & SMALL SHELTER PLANS + SECTIONS '" L ' Or M� CITY OF RANCHO CUCAMONGA STEEL PLATE A-S 4. MAIN & SMALL SHELTER FRAMING PLANS + ELEVATIONS METROLINK STATION - PHASE I 43' A-S 5. STRUCTURAL & ARCHITECTURAL DETAILS TITLE SHEET, STANDARD DETAILS AND NOTES t 6• ���1tKttt111t FILLET WELD BUTT WELD •=��5�U �R _ A-S 6. BUS SHELTER & DETAILS BEADS TO BE ATv� o* �O�,�.. APPROVED BY. DATE. -�LEAST FWSH CITY ENGINEER R.C.E. NO. 24953 No C- ?0 y DESIGN I '� I �II�� �I II RECOMMENDED D C L LOW HYDROGEN WELD q,F9FM ```.0 DRAWN . II�I ill �i I) DATE SHEET �M1tt1110`�1� ' D C L Woltf Lang/Christopher 01 11 94 LAP WELD Arc4fects, Incorporated REINF. STEEL SPLICE � CHECKED �� ' 10470 FOOTHILL BLVD. p PROJECT No. DRAWING No. P A RANCHO CUCAMONGA. CA 91730 9316600 1505 (909) 987-OB09 FAX (909) 9E0-9900 PROJECT SHEET NO. 64 OF 81 43'-10 1/8" INSULATED SKYLIGHT INSULATED SKYLIGHT 7'-3 11/16" ,0��� METAL GUTTER METAL GUTTER METAL ROOF TVM MALFUNCTION 9 METAL ROOF LIGHT LOCATION As-s SCUPPER SCUPPER 0 0 0 10 00 ,a z SCUPPER SCUPPER SCUPPER As-s SCUPPER 0.� n 1. I 16 I a 12 13 AS-6 O♦ O � 00 0� SCUPPER 3 SCUPPER SCUPPER 2 SCUPPER 14'-7 3/8" Ce \ N OTE: MV_ AS-6 Oak COLUMN DRAINS (CAST IRON) TO CONNECT •r , AND DRAIN TO ABS PIPE TO FACE OF SOUTH PLANTER WALL / TYPICAL (3) LOCATIONS SMALL SHELTER ROOF P 1/4" _ 1'-O" 1 SCUPPER . 00 00 �a 4 O 12 SCUPPER / \ / \ 12 N I CID 5 s cV ,p NOTE: O -I BENCHES AND BASES I to ARE OMITTED AT HANDICAP SHELTERS AND ON THE WALL SCUPPER " o AS-6 SIDE AT THREE LOCATIONS H TILE TO EXTEND Ps-2 I • 01 TO A 6" COVE BASE A B C D E F G WHERE NO BENCH OCCURS -I -- — --- ---------------------- --- I w , . .. LI.1.1.11t1 W1JJ1J 11.1.1.1111 FOR LOCATION OF DRAIN LINES SEE SHEET G=,3 LARGE SHELTER ROOF PLAN1/4" _ ,'—D" 3 SMALL SHELTER SIDE ELEVATION 1/4" _ ,'_D" 2 A Q8 C D E F G . ROOF MATERIAL NOTES METAL ROOF SYSTEM TO BE EQUAL OR GREATER TO ALUMAX "STAND 'N SEAM% 22 GA ASTM A-466, HIGH GRADE C, 40 KSI N METAL ROOF I 16" O.C., 2 1/2" HIGH SEAMS 20 YEAR ROOF PAINT FINISH INSULATED SKYLIGHT SYSTEM TO BE EQUAL OR GREATER DESCRIPTION OF CHANGE DATE 0 O t O O KALWALL 2 1/20 THICK MATERIAL AWROVED PFC 1705 CITY OF RANCHO CUCAMONGA : SYSTEM TO BE FULLY INDEPENDENTLY SUPPORTED CONCRETE �C�l � FROM STEEL FRAMEWORK AS SHOWN CERAMIC TILE OVER I tf7 COLUMN 1 CAST CONCRETE BENCH SCUPPER BACK AND METAL SEAT METROLINK STATION - PHASE I AS-5 • N0. 1 4 (AT 4 LOCATIONS) I MAIN & SMALL SHELTER ROOF PLANS + ELEVATIONS AS-5 12 - AS-6 CD �.p� ttttltttt TILE1EH F9}, I �`• `'E"d ARCyjjr�rr - BENCH I �v o��E to 1'''� F� APPROVED BY: DATE: 3-12 Vii ' ® � � "� v CITY ENGINEER R.C.E. N0. 24953 _ 1 • � � � �I � RECOMMENDED -9320 .. D C L III ,/ 9 DES GN f rrrtt=Ft110 1«t�r�``•``~ DRAWN DATE SHEEI l�t� D C 1 WolffLong/Christopher o� ,1 94 A-S 2 of = Archi ects, Incorporated LARGE SHELTER SOUTH ELEVATI N 1/4" = 10-0" 4 CHECKED RANCHOC �CA 91730 PROJEC' .vu. DRAW5O5 P A ..1- M • (9o9) 9e7-0909 FAX (909) Seo-99eo 9316600 1 PROJECT SHEET NO. 65 OF 81 y 14'-7 3/8' 14'-7 3/8' 14'-7 3/80 NOTE: 5'-4 3/8' 4 — DOWNSPOUT LOCATIONS W/IN CONCRETE COLUMNS TO DRAIN TO ��• FACE OF SOUTH PLANTER WALLS 16' x 16' COLUMN (TYPICAL) k 5'-4 3/8" �a TVM MALFUNCTION LIGHT CONDUIT W/IN COLUMN e lb D.S. D.S. D.S. D.S. 1 i \ D.S. D.S. 370 HIGH — CAST CONCRETE <\ i �� 16' SQUARE I BENCH BACK WITH METAL COLUMN a i SEATING (4 LOCATIONS) �� 2 ao - • ON CRETE 8 BASE 2 r 160 SQUARE Zvi AS26 CONCRETE COLUMN 12 ��^ 2 As-3 bI 13 FOR FOUNDATION PAD As-3 Ass AS 6 SIZES SEE SHEETS FOR FOUNDATIONPASEAD � i ^ �� PS-5, PS-6 PLATFORM PLANS SIZES SEE SHEETS !�, • ��� �� ` < > PS-5, PS-6 4 ) \ D.S. D.S. �j PLATFORM PLANS �• �y �` \\ i� �� i - i 2 — D.S. 2 — D.S. v �� \� --- --------------------- Y 4 "\ �_, 4 AS-3 COLUMN BASES TO CONFORM METAL BENCH SEATS TYPICAL) 16 x 16 COLUMN MODEL NO. OF-3042 23 TO WALL AT SOUTH PLATFORM ( )TYPICAL MANUFACTURED BY UL IUM SHELTERS (AS SHOWN) INSTALL PER MANUFACTURERS DETAILS TYPICAL AT 3 LOCATIONS COLOR TO MATCH METAL TRIM SEE SHEET (@ 14'-7 3/80 G 13 NOTE: 12 — DOWNSPOUT LOCATIONS W/IN CONCRETE COLUMNS TO DRAIN AS � GRADING PLANS G-13 � ti . -t�' SMALL SHELTER PLAN ,/4' -0' 1 2 — D.S. ti � - 2 — D.S. STANDING SEAM METAL ROOF 01, _ _ 4 METAL DECKING a AS-6 6 X 4 STEEL TUBE FRAME iA rF 5 12 X 4 STEEL 4 TUBE FRAME LIGHT FIXTURE CONCRETE COLUMN ' L L •,:�, A B C D E F G . :' LARGE SHELTER PLAN 1/40 = 1'-0' 3 SMALL SHELTER SECTION 1/40 = 1'-00 2 A B C D E F G INSULATED SKYLIGHT STANDING SEAM STRUCTURE METAL ROOF oo METAL DECKING e AS-6 6 X 4 STEEL TUBE FRAME DESCRIPTION OF CHANGE DATE CANOPY LIGHT FIXTURE APPROVIM CITY OF RANCHO CUCAMONGA 2 METROLINK STATION - PHASE 120 WIDEFLANGE AS-6 SUPPORT BEAM ' MAIN & SMALL SHELTER PLANS * SECTIONS CONCRETE COLUMN Ast 5 ��rtittttt D ARCtitttr •: ;:•;: w�`' o��E LA �F�' APPROVED BY: DATE: — I� CITY ENGINEER R.C.E. N0. 24953 ,.;,,;,,;;. . DESIGN 111 Iqti-li �� IIID I� �III�' I ll RECOMMEND .� !! - - No G9320 ED DCL`�.f" DRAwN l�lll I hl; IIIInl DATE SHEEI ttttOF DCL Wolff Lang/Christopher o1 1� s4 AS 3 6 Archl ects, Incorporated PROJECT NO. DRAWING NO. LARGE SHELTER SECTION �/40 = ,'_D' 4 CHECKED � 10470 FL � �w 05 P A �� RAr+c►,o cuc'�w°"c"'` a a»ao 9316600 15 (W9) H7-0" FAX (90) 9e "90 PROJECT SHEET NO. 66 OF 81