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HomeMy WebLinkAboutEllena Park F I ' V I SHEET INDEX LANDSCAPE ARCHITECTURAL PLANS , A COVER SHEET L- 1 I 1 GI2ADIN�r LAN t2EVISIpN NSW Rer1-AcrHZHT SHE>:T"s L-2P.1 -28, L-2G 177 CONSTRUCTION PLAN L-4 CONSTRUCTION DETAILS L-5 - ArnAIX/ CONSTRUCTION DETAILS L-6 I ILIIIIe V V Lm I \Issi I N %mi\wj I v I r-1401%I N I 11-1%io LEWIS HO s i ME CONSTRUCTION DETAILS L-7 115 CoNO TH r10U N SIN AV U J Q T � PLAID CIA "11736 - (909) 985- 171 Tiiiiiiiiiiiiiiiij iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilloop000oN STIP I o NTIN4 1J_5, FAVI sl oN � APP11-10NAL NEW sNE5T -S� LANDSCAPE MAINTENANCE DISTRICT NO. 2 T_ VCINIi MAP GENERAL NOTES 1 SRI Io� D�-SIL_ III � _C15N N� IR FMS sH TY �.T11111111117111 MMIQ L - log. RE , V E UNDC70 /SER PLANTIN 1. AN ENCROACHMENT PERMIT SHALL HE OBTAINED FROM THE CITY ENGINEER I3, PII R TO GI1�'/1C.GEl�1"/N�K� OF T}°� FA'TH� CONT9AC1"D{Z Sf-iAU_ PSN- SHRUB PLANTING PLAN L 12 PROJECT SITE PRIOR TO COMMENCING ANY WORK. 57RxrE THAT THE IizW4ATIoH SYSTEM AS INSr^L.LtIp C-AN Op�l2 2. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND RTE 01-I TH 1✓ GIT(�, SG+I�i�UG� OP E1/EN I NCs klA?ERI N C�, bPEl2^TI THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. � Lf_f?S -7rYEN I N 10 P h1. To (o A.M., 6 LAYS A I�30 -T-�-I IS PLANTING DETAILS LEGENDS & SCHEDULES L- 13 DULL 5f•1ALL � ADNEiZ�D -CO �� A MIN. aF 3D GAYS. AN`L ,1b 3. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL At=FIGENGE5 NCST£D IN T441; 50(s"MM SHALL tat cmize CIcU BE FURNISHED TO THE CITY INSPECTOR AND ALL SUCH RECOMMENDATIONS ID TI4V7 grATISFACF10ti OF 1'1-. G(T`{ MIm -M ACCWAH(:E_ FROM SUCH A REPORT SHALL SUPERSEDE SOIL AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. STRUCTURAL DETAILS S- 1 ` 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF NINETY (90) DAYS IS REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE STRUCTURAL DETAILS S 2 CITY. OVERALL PARK MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED �! Hphl�nd Ave. TO: MOWING, WEEDING, TRIMMING, PRUNING, IRRIGATION, RAISING TREE PI ROOT BALLS WHICH SETTLE BELOW THE GRADE, FERTILIZING, CULTIVATION, eo pw�- APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP, 7IC A Q C L._I IT C rT I IQ A I P1 AKI �MOf19 �• '7� PEST CONTROL AND CLEAN UP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REP � Cb �� A-Q IRRIGATI�ONTSYSTEMAINNGOOD NWOR WOJUSTING RKING ORDER WITH THE PROPER COVERAGEKEEP S ARCH ITECTU F-A� r .AN I�I�.YI S I O N D N ECJ KF_PLACF_MENT• S?H 7:775 A—I k a COMMENCEMENT DATE FOR THE MAINTENANCE PERIOD SHALL BE APPROVED IN 1 C A 1 l"1 I AAI Q FOOtM eWd• WRITING BY THE CITY INSPECTOR. MAINTENANCE PERIOD SHALL BE ADEQUATE >. `�'f I> - - .- , _ -� % 1 A � '� i ; TO VERIFY PLANT cHARACTERISTIcsAND ESTABLISHMENT. * S T R U C I LJ I,� E N E�� NOTES / � TAILS < 5. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. I 1 ' `} �, 1 R ' $ < CONTROLLER CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL I LAGf D Y ( -IAA 3A _ ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. S T R U C T hl R A L E TA I �-S �f THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. _ tu HOWEVE A IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN PLAN ( 15LDr..) E 1 THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT IS , *, ELECTRICAL READABLE WHEN REDUCED. THE CHART SHALL BE A BLACKLINE PRINT, AND , • A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FOR • M EACH STATION.WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS * E_L ECT R I CA L PLAN (151,D4. ) E-2 - INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO I PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MIL. THICK. THE ' _ oE111IA Of110 Fl1EEWAY 10 CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. A 1 THESE CHARTS MUST BE COMPLETED 4WD IN PLACE PRIOR TO FINAL ELECTRICAL F�I LA NS (SI ' i ^WITI ONAL NEW 5H=z, - E- Z��F__-207 ACCEPTANCE BY THE CITY. l� !!) L-I ` i 6. 8"VWEEN ALL� SHRUBWIDE GROUND COEVERONCRETF AREAS Ah,TURFPLBE PROVIDED AREASI. MOWSTR PS SHALL ALSO DE \ PROVIDED BENEATH METAL FENCING AND WHERE CITY MAINTAINED ARRAS ARE * NS PR VIDE T E CITY OF RANCHO CI,J-CAMONGA ADJACENT TO PRIVATELY MAINTAINED AREAS. 7. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK i LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE COMMUNITY SERVICES DEPARTMENT w � AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 8. APPLICATION OF ANY CHEMICALS SHALL BE PY STATE LICENSED PERSONNEL. PLANS P BY. 9. ANY TREE WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL BARRIERS. PRIOR TO BACKFILLING TREE(S) PLANTINGS, CONTRACTOR SHALL HAVE CITY INSPECT ROOT BARRIER INSTALLATION. luMQ�Ai,_ •��� �, •;ilv...il..,�.J • 10. Ifo TREES SHALL HE PLANTED WITHIN 3 FEET OF CURBS. DESIGN GROUP, INC. .� �9� < ` F'rA,ti �y • 11. ALL TREES ARE TO BE LOCATED TEN FEET FROM ANY STREET LIGHT, POWER ►: "D Al. POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE PLANNING AND LANDSCAPE ARCHITECTURE APPROACH FIRE HYDRANT UNDERGROUND STRUCTURE I.E. CATCH BASINS Cn VAULTS), AND SEWER LATERAL OR CLEAN-OUT; AND THREE FEET FROM ANY , Tg1iLAiftAR1Y.AE.!{Rfs MIr10N Y1LIO.CA.1�1 hbNlN•7tiK MATER METER OR SEWER LINE. t / 12. GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: - * SIDEWALK MAXIMUM 8.3% k MAXIMUM SLOPES IN TURF AREAS 5:1 !i .�' w ��• « MAXIMUM SLOPES IN GROUNDCOVER BETWEEN SIDEWALK AND CURB 4:1 � • MAXIMUM SLOPES IN GROUNDCOVER AREAS- BEHIND SIDEWALK 3:1SO(Jff Cf L A11t3�` * THERM PAI RAILERD MAXIMUM GRADE CROSSING ! EQUESTRIAN TRAIL 2.0 I ` t: LANDSCAPE QUANTITIES R E V I S 1 O N S FOR CITY USE ONLY W, DATE G� CA MO r DESCRIPTION APPROVED INITIAL DATE STREETTURF 186, 145 S.F. TREES TU-ti �HL � I p/ ccwg4g ori , :,-r oWAT R E SEWER � I BRACHYCHITON POPULNEUS 24" B X w h 1 , O �TJ _ FE�LFC.T CUf1'I'r C1 f GAO t DRAIN :I - / • i�EKE+I p�t�t�t{ S q TRAFFIC ACT 2 • - MAGNOLIA GRANDIFLORA 24" BOX — T Nt,1R�S � 2$ � �r' � Mos N ,.G. FINAL CHECK GROUNDCOVER 26,079 S.F. .....,•. . . CIN CAMPHORA ag,, BOX 25 — 25 b R W AS CONST. 0 KUS GALI,_K`(AINA 3/0" p C 15 15 - r" NO SCALE \ ••� �,,,� THESE PIANS WERE PREPARED BY: FOR PRIVATE USE KOELRUETERIA BIPINNATA 36" BOX 51 ZI ' � O � O INITIAL GATE RJM LAGERSTROEMIA INDICA 24" BOX 22 22 — 0XI DESIGN GROUP, INC. CHECKED LIQUIDAMBAR STYRACIFLUA 15 GAL. 5•f 10 � AND AM SCA t ARCHREGTURE P"JS ELDARICA 24" BOX 14 1,+ — r.�, .�. 15 GAL. 35 3s - (,� > CITY OF RANCHO CUCAMONGA g - TOTAL TREES = 3� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAW ELLENA PARK VICTORIA VINEYARDS SOUTH SHEET TITLE TOTAL SQ. FOOTAGE CITY MAINTAINED AREAS = 2129224 SQ. FT. COVER SHEET I: 7. APP ED APPPANED TOTAL ACRES CITY MAINTAINED AREAS = 4.87 ACRES \l`/ �( f DATE'? COMMUPNTY ES MANAGER DATE CITY ENGINEER APPROVED ,� L I si 1 DATE _ W DG OFFICIAL SHEET " ' OF ==,� APPROVED DR/MVM*1("NO. DATE CITY PLANNER cl �HEET__L_ OF—. ..........>. :,,,-..•«..........,_........,...�....,.�....«......._....wa...:.:m,...++...r.........,,. ..y _ _ :::;.. ..,._,.. .n. .,.......,.... ........ ,, s..,,. _w. a:nnrw«�.•. ..,,_,, ,. :,,:w.«nw....-�,.. w •.;a/. a.. V 64ce%- 1l_K TO BE cjot45TRUCTEO *%<Zj Flea"I J&rrMD\M-0 '.5TREeT,I Mr. PtAN9 DRbt".NO. 1'L9 ► 5FfiTS 15-20 KENYONcsr�'t�•�-r- ,�•� �' " �--- ' • ,' : a'�'21� tat.76' �.'�`� ° •— ltl-�NlhO►�;MC�L'VltS CWII G. NO. 1'299 %4F-ET5 IS-'20 ® :� , �' ` . _ eye �— SOUT PACIFIC w♦ -� , .'�`� '��' — _ , WAY &evrv�m Cyd 2 �Af1/ ?Y•e4N � 3• U EASEMENT — 41'1R--2518-00- 0 8=251 d.00' l= 331MAX UK V I r — SED 1 °►� I �� \ \ '` S` 1 SLOPE MAX. El 1-01 � `� -1 0• \ � .-.— � � �� SECTION 'A' - 'A' NO SCALE NJ o' J I � I \ , I I \ \ I 14 CAr w4m n4ay .27- -;41 h-4•-o•exur•tr- 'I�Itt4' I 1 \ \ I I I 1 04 col0� or I I I 1 � \ 4 ,rwl arc•orco I�• I MITI N-'r K PREC•—�(/�1'R71P1m III cAro \ \ Tfi't 1C�hNIK THE sa cc 114 HIO Rac ra�rnrr,4oru3iTvr*% --� 13 H� o � z �♦' 'r I I I ` \ Q I / �• X11 G E 8 I � I I ix +,a yes �ctlon �e�1� l I D• - u� ___-- ht�w,��ir I(•CI�InIYr�IrY 1 yA� �4LC RABI N6 ON TiU/� S�/EET ` ' 1 t '� �S �' \ \ _ a3 ry� �I I I I t ♦ •2Q 4 cr lu CG PK �TIv�1 Nash REV/SED - EE \ ��\\ \ - ' Sa S�/EE L-2A, L-2B L 2C \ I I Q \ / 62 �► 1 1 / c 1 v I to ti SLUMP BLOCK WALL / \ G�CE7EO I I � 1 II a IL \ / I I CONSTRUC N NOTES sn�vlth�r'z'•- }. z !! ccvIkI ac-WI CCG-�1tVCi;lr - C'CA�r 06k CCWeVr- WA?tO' �� I \ \ r� \ y p� aA3?trlcr om (01� 4 �c•(oc W GIH^t0d-z)(1oo•rlU-SEn�ErE C T4 � � �,�, �• III _ _ U ,,� \ \ ` ti Z,w� I ( I W l2 A-IiVG �uG�NdU N GXAsr tr \ 1 \ \ i / 0 '� 4b5 \ Opti \ �9 COAST 2 'SCNC GG- aU t-w mer!m ao MSC egal' MrA Wi17'1:•e' BSc-&viC� O X30"M eCaGfirN UXIL � / . . • . . . .� _ __ III >R 1 `� � �� ) � �� `- .. .. •• .. �� � III II Ia — 0111111 NOTE; �/ % A FINAL SOILS REPORT IS RECKARED PRIOR TO ANY REQUEST FOR FOUNDATION INSPECTIONS 46 — 47 �) — 1 `— 52, b� �6�51 / ' aof ESS�o --- '0-1 / ��vc. N4�Fy NORTH A Q t 'mss r y� � > ; -. � �� q9 • � :� �'-, �.z� SCALE: 1' = 30' �, • yy �� �y 9 ,�5� '.p� � sr y r , 9 / t,\V '/ � ��3o•Y7 91 ,a; '/ t`c �..8 t a♦t� 1,�, h ��— cn / f�J�'��/VQ y^sT o �/ a `� �' Q368.2) MDS CONSULT/N6 �r E OF IFo�\P R E V I S 1 O N S FM CITY USE ONLY h qT � +y •9l Sly $ 346.3 92 3 ' 95 I —� c 13 8 TG /7320 fe011&L AYLV1/E,.Sr//TE DATE DESCRIPTION 9 94 356. 1357.1 TG - /RV/NE, 927/ S64{a QED INITIAL DATE cw :I 0� 347'8 ) �� �� ' `�� I 1357.5 I STREET --, ° b� —� 349.9> 351.0> C X53.9 1357.0 BW I WATER SEwEA RAF G T FIC _,/ QQl lV t , 12 1 41.6 T ,= aj � \ 0� 'C ��T FINAI CHECK I ' �G� l . °b'' rj'°' J C.IIKIP.SE 20.r19L QI7E A w � - \ � � -� � —W --'��j`'� '` �i"� AS CONST. 3' \ OELETEp S//E�T QY.vo8 �( eH THESE PLANS WERE PREPARED BY: FOR PRIVATE ISE lt• mit' !`' �'l ` oI E<< CORSE CONSULTING CROUP WT'"` D'"u�mE • O � (� /C. � - �caQC� Y P N/NG • ENGINEERING • SURVEYING DRAWN 1 �TtZ9$r OFESr�Q 4� l'/ CHECKED MMSTALL rER STREET TRACT 13281 pRWG No aQR Nq� y V• NAw1E r 7 6r►TE ? !2 t;5.9 (MrRO�/EMENT PLAN SEE EJ�AENT p�gNS gHEET , 18 ��`���,E� ,1I� �y LIC 1QIMBER DRWG.NO.Il-IS,%CET NOTE : 0 �N ALE W rn CITY OF RANCHO CUCAMONGA ft. 20 11 of Ib � y r+ ? � *� 1 SHEETS L 2A, L-26 L 2 C SUPERCEQE �c fia��oa " ` COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION �q civl � PPONECT ELLENA PARK ENTIRELY SHEETS L2 a L3, EXCEPT FOR SEWER CONSTRUCTION PREPARED BY: IFOF cA�\I( PREPARED FOR: VICTORIA VINEYARDS SOUTH S+�EET TTRE BENCH MARK B.M. 1638 GRADING PLAN DATE APPROVED -- ELEV. 1297.297 8Y - - 24' EAST OF ETIWANDA MORSE CONSULTING GROUP D APPROVED ENGINE NG SUPERv AVENUE AND 40' NORTH PW PLANNING • ENGINEERING • SURVEYING LYON (� ' 00" OF BASELINE, SET BRASS ` ` ' �^ 41110 IRVINE BOULEVARD.SUITE.•201 ���- - cOAAAAIXMTY ES MANAGER DATE y-2 9 � I'•y_CITY ENGINEER CUCAM GA COUNTY WATER DISTRICT BENCH DISC. IN TOP OF Y&WILLIAM — IRVINE.CALIF(1RNIA9272U 30.7 LYON APPROVEDBAILEY �-zENGINEERING DEPARTMENTDATE u OFFICIAL OF 9641 SAN 13ERNARDINO ROAD, CUCAMONGA, CA. 91730 BOX CULVERT. 4 XI' CONC. c714�;3o•7n� FAx(7u>73o•7210 N TE A $j 0 ARC IBALD SUI APPROVED i RANCHO CUCAMONGA. CALWOANIA 91730 DATE CITY PLANNER DRYING NO 1 ti E714) 987-2591 / i . •-. Emma , V 7 PAV GENERAL NOTES GRADING GENERAL NOTES 1. ALL WORK S LL" BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL WORK SHOWN HEREON SHALT. BE DONE IN ACCORDANC WITH CITY OF RA 'HO CUCAMONGA STANDARDS AND THE STANDARD THE CITY OF RANCHO CUCAMONGA STANDARD AND SPECIFICATION OR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION. SPECIFICATIONS,AND CHAPTER 70OF THE BUILDING COD ,LATEST 2. ALT.PIPELINESO UBSTRUCTURESOFANY KIND,TELEPHONE OR POWER EDITION, AND TIIE CONTRACT DOCUMENTS. 4$C- ew a!4.w POLES, WAFER MF. RS, VALVES, FIRE HYDRANTS, ETC., SiIOWN OR NOT 2. ALL WORK SIIALL BE DONE IN ACCORDANCE WITI THE SOILS ♦/�' SHOWN ON TIIESE LANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ENGINEER'S RECOMMENDATIONS AND CONTRACT SP " IFICATIONS. �'C� v WAY C car' ���es`VA)e A ZZ e- ADJACENT AREAS W RE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE SOILS REPORT PREPARED BY EARTH RES .AR ASSOCIATES, a�WG 12 y(Ts '0 OF REMOVED, RELOCAT OR PROTECTED IN PLACE AS REQUIRED AT NO INC.C.E"G..*936ON ANDANY AMENDMENTSTHER ,ARE HEREBY COST TO THE CITY OF NCHO CUCAMONGA. MADE A PART OF. I. APERMITSIIALLBEOBT NED FROM THE CITY OF RANCHO CUCAMONGA 3. PRIOR TO THE START OF GRADING, ALL EXI ING VEGETATION ti(� ENGINEERING DEPART NT PRIOR TO ANY ENCROACHMENT OR AND DEBRIS, INCLUDING EXISTING STRU URES, FOOTINGS, CONSTRUCTION WITHIN C Y OF RANCHO CUCAMONGA EASEMENT OR FOUNDATIONS, RUBBLE, TREES, AND ROO SYSTEMS St1ALL BE `e `J�' ��L `A (� ` 01 RIGIIT-OF-WAY. REMOVED FROM THE SITE TO THE SATIS CTION OF THE SOILS 4. ALL SEWER, WATER, ELEC IC, GAS, PHONE, OR OTHER UTILITY ENGINEER. L ._- LATERALS, MAINS, OR CROSS( GS SIIALL BE CONSTRUCTED PRIOR TO 4. AFTER STRIPPING THE EXISTING EBRIS, ANY EXISTING _ _ �' ��giiiiIIIIIIIII PAVING. VEGETATION AND DEBRIS, ANY (STING LOOSE FILL OR S. COMPACTION TEST'S OF EMB KMENT CONSTRUCTION, TRENCH DISTURBED NATURAL SOIL SISAL BE EXCAVATED TO TIIE t',►�° 0.1 �Ci .� !� BACKFILL, COMPACTING ORIGIN GROUND AND ALL SUB-GRADES SATISFACTION OF THE SOILS ENGIN R. i- SHALL BE PERFORMED AT NO ST TO TIIE CITY OF RANCIIO S. THE EXPOSED SOILS SIIALL TIIE BE INSPECTED BY THE SOILS CUCAMONGA. A WRITTEN REPOR ITH THESE COMPACTION TESTS ENGINEER AND ANYADDITIONA VER-EXCAVATIONSHALLTHEN 1,• L SIIALL. BE SUBMITTED TO THE CITY EN NEER,FOR APPROVAL PRIOR TO BE MADE IN ACCORDANCE WITH TIIE SOILS ENGINEER'S {{ THE PLACEMENT OF BASE MATERIALS D/OR SURFACING. RECOMMENDATIONS AS CONT NED IN THE SOILS REPORT. 4. AT THE COMPLETION OF PAVING A TERIALS REPORT SHALL BE 4. THE EXPOSED SOILS SHOUL IIEN BE SCARIFIED TO A MINIMUM 7 G1 SUBMITTED f0 THE CITY ENGINES LISTING ALL TESTS OR DEPTH OF 12 INCHES, BROU HT TO A PROPER MOISTURE CONTENT ? DETERMINATIONS COMPLETED TOVERIFY BILITY.OILCONTENT AND AND COMPACTED TO AT EAST 90 PERCENT OF TIIE MAXIMUM GRADATION OF ASPIIALT PAVING. DENSITY TO ATTAIN A NSE AND UNYIELDING CONDITION. V r• 'J+ 7. WHEN IMPROVEMENTS ARE TO BE PLACED N NATIVE SOILS WHICH �z, 7. COMPACTION SHALL B STAINED BY METHODS SPECIFIED BY THE � r h CONSISTS OF A ROCKY MATERIAL,THE SUB-GR E SHALL BE PREPARED SOILS ENGINEER. " '/ BY REMOVING ALL ROCKS WHICH PROTRUDE OVE THE SUB-GRADE •. ATLEAST 121NC"ES FSOILSCOMPACTEDTO90PERCENTSHALLBE f�✓ " AND ALL VOIDS OR DEPRESSIONS SHALL BE FILL WITIi A FINE GRADE PROVIDED BENEA THE PARKING AND DRIVEWAY AREAS IN CUT. • ',: c` MATERIAL OF A QUALITY BETTER THAN THE NA E MATERIAL. 9. IF ANY UNKNOW UB-SURFACE STRUCTURES ARE ENCOUNTERED " S. CITY APPROVAL OF PLANS DOES NOT RELIEVE Tit EVELOPER FROM DURING CONST CTION.THEY SIIALL BE IMMEDIATELY BROUGHT RESPONSIBILITY FOR THE CORRECTION OF ERR AND OMISSION TO THE AT NTION OF THE SOILS ENGINEER PRIOR TO ti DISCOVERED DURING CONSTRUCTION. UPON REQUES THE REQUIRED PROCEEDIN 'L?'1Z +: 3h 3�4 !OCSZ�l�GlCrc.`t0 �1I�I' MGIC d PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 10. DUST SHA BE CONTROLLED BY WATERING THROUGHOUT THE 2 G T A1h�11t'I' ENGINEER FOR APPROVAL. GRADING ND BUILDING CONSTRUCTION OPERATIONS. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A AT, CLEAN, I1. PROTEC EMEASURESSHALL BETAKEN BY THE CONTRACTOR TO IIAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRU ION. SITE PROTE ADJACENT PROPERTY AT ALL TIMES DURING -^- ,I SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. CONS UCTION. PROTECTIVE MEASURES SHALL BETAKEN BY THE < L Z 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALV OVERS, CON ACTOR SO AS NOT TO CAUSE ANY MUD,SIL.TORDEBRISONTO PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTI WITH PU IC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC ',, SEWER AND WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER ILITY P PERTY SHALL BE REMOVED PROMPTLY. LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNS ND 12. L GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, ALLEY TIER DE AIL SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTE NT NSPECTED AND TESTED BY A LICENSED SOILS ENGINEER APPROVED ORDINANCES AND STANDARDS. BYTHEOWNERAND CERTIFICATES PROVIDED FOR CITY APPROVAL. I s 0 Q It. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SIIA 13 PRIOR TO START OF ANY BUILDING CONSTRUCTION, THE G�` .� � T.S. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLEL Q CONTRACTOR SHALL FURNIS11 THE ARCIIITECT, OWNER AND THE_ :�j'rr / c''/"� n� RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING CITY WITH CERTIFICATIONS FOR TIIE CIVIL ENGINEER AND SOILSl�(yG DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT ENGINEER THAT THE BUILDING PAD SUBGRADES ARE WITHIN 0.10 " l SUCH FACILITIES ARE SHOWN ON THESE PLANS. SET FOOT OF THE APPROVED PLANS AND TIIAT TIIE PROPER 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY COMPACTION AND PREPARATION HAS BEEN OBTAINED. /Q STRUCTURAL SECTION, TO BE INSTALLED. 14. THE CONTRACTOR SIIALL EMPLOY TIIE CIVIL ENGINEER ANDSOILS 13. ALL GRADE STAKES SIIALL BE SET BY THE CONTRACTOR OR ENGINEER. ENGINEER AS CONTAINED IIEREIN FOR ALL STAKING, TESTS, PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF INSPECTIONS,SUPERVISION,CERTIFICATIONS AND RELAT'EDWORK �ic,� PAVEMENT POINTS WITHIN 0.01FOOTOFSUB-GRADE ELEVATION AND AT AT HIS SOLE EXPENSE AS A PART OF PERFORMING THE WORK t, • NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES CONTAINED HEREIN. MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR I5. NO GRADING SIIALL COMMENCE WITHOUT OBTAINING GRADING VERTICAL CURVE AREAS. PERMIT AND NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO • •moi •� � �q �`(� ( `C 14, SUB-GRADESTAKES,DRIVEN TOTHE PAVEMENTSUB-GRADEELEVATION, TIIE START OF WORK.. '�' Y ' SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL 16. PRIOR TO THE DELIVERY OF ASPHALT TO THE SITE, THElGg/�G!!"' BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 CONTRACTOR SIIALL OBTAIN CERTIFICATES FROM TIIE SOILS AND FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' CIVIL ENGINEER THAT TIIE PROPER SUBGRADE ELEVATIONS AND INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY CITY COMPACTION HAVE BEEN OBTAINED AND FURNISH SAID r ENGINEERS AS NEEDED AT WARPED OR VERTICAL AREAS. CERTIFICATIONS TO THE OWNER FOR APPROVAL. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOII 17. THE GENERAL CONTRACTOR SIIALL ALSO BE RESPONSIBLE TO STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P. SUPERVISE AND CERTIFY THAT PROPER COMPACTION HAS BEEN , . Q �Z SHALL BE UNIFORMLY APPLIED AT THE MANUFACTUR 'S OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIG TO UTILITY BACKFILL INCLUDING, BUT NOT LIMITED TO: SEWERS, 1 " PAVING. FOR R WATERLINES, ELECTRICAL,GAS AND LANDSCAPE IRRIGATION LINES" Ct'"' �aS ' •1 14. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER O Y U lE. ESPONSIBILITY FOR GRADING SIIALL BE ASSUMED BY THE THECONVENI ENCEOFTHEDEVELOPER,Tit ECONTRACTOR Sit LMAKE NGINEER OF WORK IN ACCORDANCE WITH CHAPTER 70 OF THE ' . IIIS OWN DETERMINATION OF CONSTRUCTION QUANTITI BEFORE (FORM BUILDING CODE. ' � y2 t'9 a �,4 iSUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY T ESE PLANS 19. C TIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO ` 4 WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE O QUANTITIES Tit BUILDING AND SAFETY DIVISION PRIOR TO FINAL BUILDINGS r � SHALL BE CONSIDERED AS INCLUDED IN THE OTHER IT S OF WORK. INSP TION REQUESTS. �" ��•,,, 17. CONTACT ALL UTILI"TIES AS REQUIRED, 2 WORKING AYS PRIOR TO 20. AN ' -BUILT' GRADING PLAN IS TO BE SUBMITTED TO TIIE EXCAVATION. PROVIDED FOR YOUR CONVEN NCE ARE THE BUILDI AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING ` FOLLOWING: (SEE UTILITY LISTING HEREON). BOND. /' 'C)f� ' ti 6° CURB WITH 18" GUTTER 8'I') (� It, PRIOR TO INSTALLATION OF ANY PAVING,A MATE ALS REPORT SHALL 21. ALL SLO S EXCEEDING S' IN VERTICAL HEIGHT ARE TO BE d Aj -J BE SUBMITTED TO THE CITY ENGINEER, LIS NG ALL TESTS OR PLANTED Tit APPROVED PLANT MATERIAL AND PROVIDED WITH p ' t r"M a T V. °D RT.S, 4) - DETERMINATIONS COMPLETED TO VERIFY SIE ANALYSIS AND SAND APPROVED TERING SYSTEM. a� hi EQUIVALENT OF AGGREGATE BASE. 22. THE CONT CTOR SHALL BE RESPONSIBLE TO REPORT f 1,\ 19. PAVING SIIALL BE PERFORMED IN ACCORD CE WITH R-VALVE AND DISCREPANCIE N PLANS AND/OR FIELD CONDITIONS IMMEDIATELY -aCf PAVEMENT TESTS TAKEN TO CENTERLI STRUCTURAL SECTIONS TO THE DESI N ENGINEER FOR RESOLUTION PRIOR TO �� ti v"" ' / (PRIOR TO FINAL PLAN APPROVAL). CONSTRUCTION, ND SHALL BE RESPONSIBLE FOR DISCREPANCIES v 30. THE FINAL OR SURFACE LAYER OF AS ALTIC CONCRETE ROADWAY NOT SO REPORTE ND RESOLVED. wjlfi� � PAVEMENT SHALL NOT BE PLACED UN L ALL UTILITIES AND UTILITY 23. THE UNDERSIGNS IVIL ENGINEER WILL BE RESPONSIBLE FOR w LATERALS WITHIN THE ROADWAY HA BEEN INSTALLED, ALL ON-SITE pROFESSIONALINSP TIONS IN ACCORDANCE WITH SECTION 70110F ^� tel. �'•• IMPROVEMENTS INCLUDING ALLGR ING HAVE BEEN COMPLETED,AND THE UNIFORM BUILD G CODE. ALL UNACCEPTABLE PARKWAY D ROADWAY" IMPROVEMENTS ARE REMOVED AND REPLACED TO HE SATISFACTION OF THE CITY ENGINEER. a. 1"ANLEY C. MORSE RACONF DATE " 24. WE HEREBY CERTIFY TIIE REVIEWED THIS PLAN AND THAT IT SUBSTANTIALLY TO SOILS REPORT NO. J•N• IS3_ �Il TENTATIVE TRACTDATED N S . PETRA GEOTECi1N AL INC. ( , �`AC OW 'A� �.Nj'•' L Rpf ESS�p 3183-A AIRWAY AVE UES COSTA MESA.CALIF O lA 92660 ZO- G•cuAmK3 oevx_r�� C! LSm. Nth.L •�; ��, ' �_ ti��` Y C 4� F4c ti N �% C `�`' Q• s ,o_� SIAMAK JA FR DI, R.G.E. 2024 Q ! �''W - !1lrCGsY l'lLl� Nit cGC�!?4!G • ' 25. NO ELEVATIONS WILL. BE CHANGED DURI ' GRADING FOR s CAVIL �r NORTH BALANCE OR ANY OTIIER REASON WITHOUT WR ' TEN APPROVAL N �M�� C!r' REY/S/ON /D �qrf� EpL`FO�� OF TIIE BUILDING OFFICIAL AND CIVIL ENGINEE OF RECORD. Sz. � Ceo• 26. ALL WALL CONSTRUCTION OVER 3' HIGH REQU ES SEPARATE ,was ctvSULT/Ns C Co+rv�sr• G n�h'Kkv�'t 1rA5(Y II PERM( f ISSUED BY BUILDING DEPARTMENT. � �, �� /7320 &1.00VUE,.S�//TE.�So SCALE: 1 = GO 27. SPECIAL COUNTY AGRICULTURE DUST ZONE PERMIT EQUIRED. ` /190 E 927/4-S64t4t 28. SEPARATE TREE REMOVAL PERMIT REQUIRED. / r (,Y,1(\-sr r(t' (V If'Z(� 1�A4 Q j00 Q 29. ALL WALLS BY SEPARATE PERMIT, WALLS TO BE BUIL TO CITY ( �� ! STANDARDS OR STRUCTURAL STANDARDS WHICH ILL BE R E V I S I O N S FOR CITY USE ONLY PROVIDED AT PERMIT T IME. �-- !A4?A 4D0C 6Y.CC WKlC Q !4�lNl 2 DATE DESCRIPTION APPROVED INITIAL DATE 30. ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY REQUIRE SEP RATE hG i,S7Z'r!1'�� to C!1?'C� STAMErC. S AM xt596 TE PERMIT AND INSPECTION ISSUED BY ENGINEERING DIVISION. h'R (170 (rte �Q {•tC��/j'� STREET C Q .SEE SHEET$ L-ZA,L-PB I L-ZC X191¢ AW0.66 • GRO i wATEA SEwER DRAIN G�il011MC' �l�{/. TRAFFIC Q SEE JWEETS 4 T tQ � &re �t71Q PQOF E S�'; ' FINAL CHECK C. R W Q%wA;M#Cr/cw /wrFS ��`�A Y �� AS CONST. GL-[.ET_'D s v�ET BY AVS. t THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ORSE CONSULTING GROUP INITIAL °ATE NIN • ENGINEERING • SURVEYING DRAWN CHECKED NOTE : Q�oFE��,o�q� NAM ?� DATE ez�� SHEETS L- L-2 � L-2C SUPERCEDE C. � F�y L ENSENtJMBER ' FILE HEST 2A, B �, y � CITY F RANCHO CUCAMONGA ENTIRELY SHEETS L2 8 L3, EXCEPT F�R SEWER No. 2. 5 ° COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � �..t1.90•N IVIPFAXIECT"A"� ELLENA PARK PREPARED BY: �'�lFOFCI,��F°�`�\� PREPARED FOR: VICTORIA VINEYARDS SOUTH SHEET TITLE BENCH MARK B.M. 1638 GRADING PLAN ELEV. 1297.297 a„ED APPROVED 24' EAST OF (t ETIWANDA �MORSE CONSULTING GROUP AVENUE AND 40' NORTHpLANNING • ENGINEERING • SURVEYING LYON -� iP�CE 3/479 ' OF (L BASELINE, SET BRASS Dltr - COMMUNI E ICESMANAGER DATE 8-29-90 Ay. CITYENGINEER 4e60 IRVINE BOULEVARD.SUITE•201 BENCH DISC. IN TOP OF IRVINE.CALIFORNIA 92720-1999 APPROVED NE END OF A 4'X2' coNc. (714)730.7117 FAX(714)730-7260 AwWILLIAM LYON DATE $ BUILDING OFFICIAL SHEET L-3` pF 13 BOX CULVERT. 8540 ARCHIBALD SUITE S APPROVE RANCHO CUCAMONGA. CALIFORNIA 91750 DATE CITY PLANNER ORAWM41 _sfi/EE7 3 �F 3s I vl WATER GENERAL NOTES V GRADING GENERAL NOTES PAVING GENERAL NOTES 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND CHAPTER 70 OF THE CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THE CUCAMONGA COUNTY WATER DISTRICT. BUILDING CODE, LATEST EDITION, AND THE CONTRACT DOCUMENTS. CONSTRUCTION - CURRENT EDITION. 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MINIMUM COVER. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS ENGINEER'S 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER RECOMMENDATIONS AND CONTRACT SPECIFICATIONS. THE SOILS REPORT PREPARED METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS 3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM IS 125 P.S.I. 138 I �I BY EARTH RESEARCH ASSOCIATES, INC. C.E.G. #936 ON AND ANY AMENDMENTS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK P.S.I., RESPECTIVELY. THERETO, ARE HEREBY MADE A PART OF. IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4. FIRE HYDRANT LOCATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE FOOTHILL FIRE 3. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, INCLUDING DISTRICT STANDARDS AND SPECIFICATIONS. EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING OF � SHALL BE REMOVED FORM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF 5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PAVING. I 4. AFTER STRIPPING THE EXISTING DEBRIS, ANY EXISTING VEGETATION AND DEBRIS, ANY DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR 6. ALL 6" WATER LINES SHALL BE 12 GAGE; ALL 8", 10", 12" AND 16" WATER LINES SHALL BE 10 I I �� ii x •: EXISTING LOOSE FILL ORD SATISFACTION OF THE SOILS ENGINEER. CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. GAGE STEEL, CEMENT MORTAR LINE AND WRAPPED ACCORDING TO A.W.W.A. SPECIFICATION COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING C205-85 AND C203-86. I I I I I I 0 5. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER AND ANY ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE 0 TESTS 7SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS TO BE PLACED PER STD. DWG. NO. 30. THEN BE MADE IN ACCORDANCE WITH THE SOILS CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION . I II ADDITIONAL OVER-EXCAVATION SHALL ENGINEER'S RECOMMENDATIONS AS CONTAINED IN THE SOILS REPORT. SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT I I OF BASE MATERIALS AND/OR SURFACING. 8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER I 0 T DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATION OF THE ` 6. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF 12 INCHES, MOISTURE CONTENT AND COMPACTED TO AT LEAST 90 5. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED 97 BROUGHT TO A PROPER MO D TO THE PROPOSED WATER SYSTEM. II PERCENT OF THE MAXIMUM DENSITY TO ATTAIN A DENSE AND UNYIELDING CONDITION. CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY __ STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. WATER METERS TO BE AS NOTED ON PLAN. I �� i - HALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. UJI 7. COMPACTION S � \I /� VII 6. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OFA 10. PRESSURE REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER SYSTEM �i ��� X98 ' ,,a,. I J SCALE 1"=60' 8. AT LEAST 12 INCHES OF SOILS COMPACTED TO 90 PERCENT SHALL BE PROVIDED ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS PRESSURE EXCEED 80 P.S.I. (SEE NOTE #3). -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE BENEATH THE PARKING AND DRIVEWAY AREAS IN CUT. WHICH PROTRUDE ABOVE THE SUB FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE 11. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. I II \\ I 9. IF ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING MATERIAL. I �� 95 ", II CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY 12. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINE, TESTING AND SOILS ENGINEER PRIOR TO PROCEEDING. 7. CITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. STERILIZATION SHALL BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION 5 OF I I _ 1 II � 10. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND BUILDING UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO CUCAMONGA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS. CONSTRUCTION OPERATIONS. THE CITY ENGINEER FOR APPROVAL. SHEET L MATCH LICE �� 13. ANY CONTRACTOR PERFORMING WORK ON ANY PROJECT SHALL FAMILIARIZE HIMSELF WITH THE 94 0.01.2 SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING SHEET L-12 11. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT 8. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, 11 PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE 1 � - �^ -ll ° II T CAUSE ANY MUD SILT OR DEBRIS ONTO REQUEST OF THE INSPECTOR. SHOWN ON THESE PLANS. 1 11 �;� 93a-c4 `- Z TAKEN BY THE CONTRACTOR SO AS NOT 0 , PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL 1 Q 14. PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUco CAMONGA ROAD DEPARTMENT 1 Z `�\ I BE REMOVED PROMPTLY. 9. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND A PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGHT OF WAY. 12. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED INSPECTED AND TESTED ELECTRIC OR ANY OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF 1 Z BY A LICENSED SOILS ENGINEER APPROVED BY THE OWNER AND CERTIFICATES PROVIDED THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT 15. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS-BUILT" DRAWINGS TO THE 1 Y X11 0 °2 CUCAMONGA COUNTY WATER DISTRICT. FOR CITY APPROVAL. ORDINANCES AND STANDARDS. 1 TION THE CONTRACTOR SHALL FURNISH I TRACT 13281 13. I TO START OF ANY BUILDING CONSTRUCTION, 16. ANY CHANGES IN WATERLINE DEPTH OR CHANGES CONCERNING CONSTRUCTION SHALL BE j I' 1 Lir zoo THE ARCHITECT, OWNER AND THE CITY WITH CERTIFICATIONS FOR THE CIVIL ENGINEER 10. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT. UBGRADES ARE WITHIN 0.10 FOOT OF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE �"•••°" II �" r• - I( AND SOILS ENGINEER THAT THE BUILDING PADS GE TO EXISTING 1 a i THE APPROVED PLANS AND THAT THE PROPERTY COMPACTION AND PREPARATION HAS FACILITIES RESULTING DIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 17. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT LEAST 48 HOURS BEEN OBTAINED. FACILITIES ARE SHOWN ON THESE PLANS. PRIOR TO START OF CONSTRUCTION. �I 1 `�\ 14. THE CONTRACTOR SHALL EMPLOY THE CIVIL ENGINEER AND SOILS ENGINEER AS CONTAINED HEREIN FOR ALL STAKING, TESTS, INSPECTIONS, SUPERVISION, 11. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL 18. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT v) CERTIFICATIONS AND RELATED WORK AT HIS SOLE EXPENSE AS A PART OF PERFORMING SECTION, TO BE INSTALLED. CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE EXISTENCE OF ANY UNDERGROUND 1 ��� \� 1 THE WORK CONTAINED HEREIN. FACILITY. I� \� 12. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES 15. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 19. LANDSCAPE SYSTEMS SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE ASSEMBLY I GRADING INSPECTOR 24 HOURS PRIOR TO THE START OF WORK. SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL INSTALLED AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. 90 PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR 1 16. PRIOR TO THE DELIVERY OF ASPHALT TO THE SITE, THE CONTRACTOR SHALL OBTAIN VERTICAL CURVE AREAS. 20. THE WATERLINE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT FURNISHED CERTIFICATES FORM THE SOILS AND CIVIL ENGINEER THAT THE PROPER SUBGRADE METER BOXES. ELEVATIONS AND COMPACTION HAVE BEEN OBTAINED AND FURNISH SAID 13. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET CERTIFICATIONS TO THE OWNER FOR APPROVAL. BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE POINTS, i EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT NOTE: THE CONTRACTOR WILL SOLID WELD ALL JOINTS THROUGHOUT A CURVE IF THE RADIUS 17. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE TO SUPERVISE AND CERTIFY MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY CITY IS LESS THAN 455' FOR 40' LENGTH OF PIPE OR 266' FOR 20' LENGTH OF PIPE. THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES ENGINEER AS NEEDED AT WARPED OR VERTICAL AREAS. EPSP �� CONCERNING UTILITY BACKFILL INCLUDING, BUT NOT LIMITED TO: SEWERS, ELLENA 1 _ WATERLINES, ELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. 14. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY \� RESPONSIBILITY FOR GRADING SHALL BE ASSUMED BY THE ENGINEER OF WORK IN APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT LEGAL DESCRIPTION 18. ACCORDANCE WITH CHAPTER 70 OF THE UNIFORM BUILDING CODE. WIDTH PRIOR TO PAVING. LOT 200 OF TRACT 13281 MB218/52-58 m O 1 19. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND 15. CONTACT ALL UTILITIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION REQUESTS. 16. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED INDEX M 20. AN "AS-BUILT' GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY HANDICAP REFERENCES: DIVISION PRIOR TO RELEASE OF GRADING BONDS. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 24 HOUR EMERGENCY NUMBER THE FOLLOWING SECTIONS OF TITLE 24 , 21. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT ARE TO BE PLANTED WITH APPROVED 17. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS PART2 ,CALIFORNIA CODE OF REGULATIONS PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. TAKEN TO CENTERLINE STRUCTURAL SECTIONS. LEWIS HOMES ARE HEREBY MADE A PART OF THESE PLANS BY REFERENCE, INCLUDING BUT NOT LIMITED R E V I SIO N S FOR CITY USE ONLY (9 0 9) 985-0971 DATE DESCRIPTION APPROVED INITIAL DATE 22. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL TO: 3105A( e ) 2 ` STREET FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION, NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY 3105A ( e )4 3107A ( b ) WATER SEWER HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE 3105A( e)5 3107A ( b ) 3 RD & DRAIN BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. UTILITY CONTACT 3105A( e )6 3107A ( 5 )4 X10 23, THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 70 SQUARE INCH pF 310 5 A(e )7 3107A ( C ) Q� ESS/�� FINAL CHECK INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. REFLECTORIZED CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS SIMMONS CAN (909) 861-7789 0 R W SIGN PERMANENTLY PRIOR TO EXCAVATION: 9524 19TH �� `�� C Q�OFESS/p 70 SQUARE INCH ACCESSIBILITY SIGN PLACED IFOOT - RANCHO CUCAMONGA, CALIFORNIA 91730 N � �J, Z� pAS CONST. , BEHIND CURB FACE.(SEE DETAIL AT RIGHT) AFFIXED TO POST GENERAL TELEPHONE COMPANY: (909) 608 1231 _ "' No. 20596 ' m `( C. 585 N. MOUNTAIN SOUTHERN CALIFORNIA GAS COMPANY: (909) 394-4245 a Exp 9_30-97 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE UPLAND, CALIFORNIA 91786 1050 OVERLAND COURT = STEVE HOCK - SAN DIMAS, CALIFORNIA 91773 * * Arps .0 O N a u t rime INmAL �� No. 20596 �" r? `�qrf CI Vll FSP row oonc" aa�rx DRAWN AF/SR 4-95 Exp. 9-30-97 * SOUTHERN CALIFORNIA EDISON: (909) 357-6221 METROPOLITAN WATER DISTRICT: (213) 593-7474 OF CALF TANLEY C. MO RCE 20596 DATE WALK WHITE 7951 REDWOOD P.O. BOX 54153 CHECKED SCM 4-95 Jj CML �P FONTANA, CALIFORNIA 92336 LOS ANGELES, CALIFORNIA 90054 NAME pA� wl f 9�F OF CALIF DARK BLUE JIM KRUMWIEDE 24. NO ELEVATIONS WILL BE CHANGED DURING GRADING FOR BALANCE OR ANY OTHER 1:12 MAX. BACKGROUND CUCAMONGA WATER DISTRICT: (909) 987-2591 * NOTE uc E UMBER 2 59 EXP. 9-30-97 FlLE REASON WITHOUT WRITTEN APPROVAL OF THE BUILDING OFFICIAL AND CIVIL ENGINEER =o a SLOPE WHEEL 9641 SAN BERNARDINO ROAD THIS PLAN SHEET WAS CITY OF RANCHO CUCAMONGA WHEEL RANCHO CUCAMONGA, CALIFORNIA 91730 PREPARED AS REVISION COMMUNITY DEVELOPMENT DEPARTMENT SYMBOL cD g STOP VAN ACCESSIBLE REPLACEMENT FOR GRADING PLAN OF RECORD. PROPORTIONS STOP IDE MAX. SIDE FLARE 25. ALL WALL CONSTRUCTION OVER 3' HIGH REQUIRES SEPARATE PERMIT ISSUED BY s" SIGN POST TO BE INSTALLED SHEETS L-2 & L-3 OF THIS PLAN SET PROJECT NAAIE ELLENA PARK BUILDING DEPARTMENT. 9" PER CITY STD. PLAN 401 - B - - 1 VICTORIA VINEYARDS SOUTH 4) Q 4'WIDESTRIPING BLUE _ I' BEHIND CURB FACE. PAINT(HANDICAP STALLS 0 SHEET TITLE 26. SPECIAL COUNTY AGRICULTURE DUST ZONE PERMIT REQUIRED. SYMBOL �y ONLY) BLUE COLOR SHALL 0o CITY OF RANCHO CUCAMONGA * GRADING PLAN 27. SEPARATE TREE REMOVAL PERMIT REQUIRED.(NO TREES EXIST ON SITE) DISPLAY 15 EQUAL TO COLOR090 IN FEDERAL STD-599 B DATE APPROV BENCH MARK B.M. 163"B" 15 .5ELEV. 1297.297 A/ D S CONSUL TING APPROVEo � IT WALLS TO BE BUILT TO CITY STANDARDS OR 9 8 9 BY 24' EAST OF C ETIWANDAMORSE " 1Z (,� �i 4953 28. ALL WALLS BY SEPARATE PERM (RECTO OF ENG ERING AVENUE AND 40' NORTH RCE GINE STRUCTURAL STANDARDS WHICH WILL BE PROVIDED AT PERMIT TIME. 3'X 3' PAVEMENT SYMBOL �, - OF C BASELINE, SET BRASS 17320 Redhill Avenue, suite 350 (714) 251-8821 �� COMMUNITY DIRECTOR PATE crtY ENGINEER CUCAMO A COUNTY WATER DISTRICT BENCH DISC. IN TOP OF '"""° c" 92714 FAx 251-0516 APPROVED SHEET L-2A OF 13 WHITE PAINT ON BLUE BACKGROUNDO HANDICAP ACCESS RAMP I ENGINEERING DEPARTMENT NE END OF A 4'X2' CONIC. PLANNMIG ENGINEERING SURvEnNG DATE I-y' + r D�rNG OFFKW, 29. ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY REQUIRE SEPARATE PERMIT AND INSPECTION SEE DETAIL AT LEFT 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 ISSUED BY ENGINEERING DIVISION. (909) 987_2591 BOX CULVERT. �� � �` NO.oRAWINc . DATE CITY PLANNER 27022\GP-2A 4-13-95 SHEET_ OF 35 i LNE SEE, � HEET __-MATCH 53.04TC o • ' / 52.54FS 53.47TC II 52.97FS 52.20 9 4 53.12 TC FS / 1-10 I I I / 53.37TC 52.62 FS 27 1 I I 1 `y,1 52.87FS 1 I hyo• I � / / 1 11 i _ 11 II - I `L \ I I I I9311 11 SIDEWALK TO BE CONSTRUCTE I FROM42'1 APPROVED STREET IMPROVEME If PLANS DRAWING NO. 1299 SHTS. 18 pOul r \ 11 II 1 50.84 51.50TC 5j'SOTC / I I 11 _ }} s�o Q 51.00FS OFS 1} I 1K V 43 52.80 FS J = 1 I EXISTING 24" RCP - -`" STORM DRAIN PER 1 1 CITY DWG. 1409-D ' ..l 1 I 92 X49/ EXISTING CURB AND GUTTER (TYPICAL) , I I 1 _ --- / 1� ��• II LOT 200 -- 1 1 1 11�� / _--'% �`•.,, 11 1 I I / / I SCALE 1"=20' 11 11 ` ► 1 � / _ / / / 11 1 I 32' 91 1 18' 116, 1 I 81, ca o - 1 EXISTING CONTOURS ,nom,. (PARK WAS MASS GRADED - / 1 1 _._\ h° • I f, . I I 44.6 11 LIMITS OF BRICK DUST WITH TRACT 13281) / 1 1 F�- I I Tc I 1 1 SEE SHEETS L-4 & L-8A FOR J 21 1 1 I CONSTRUCTION NOTES AND DETAILS _ /� _-- / 1 1 1/ 1111 48.7QTC // 45.6 �t� it / `p,1� \ 47.8bFS ' 1 I \ IX I 1 -------- / / ll 8.80FS // TG 45-781F5 ... Y 1 --__ -- 2% �/4s 7oF 45•�°F 60" 11 C �G ' _ 44.78FS SEE STREET IMPROVEMENT PLANS 1 I I o / \ \ r �o S \ . / :% s a6• OF / � CONSTRUCT CATCH BASIN AND CURB I I I �� /' f / \ \ / / ��9 \ \ DRAISHENS PER OAPPROVED CITY DRAWING NO. 1298 F 18 4 11 11 �s - / / \\\\ 47. // EXISTING 18" RCP / \� \ v 1 1 11 46.7 2% / 10TC / \ \ 4s.soFs STORM DRAIN PER 44.5 ��\ / \ \ // CITY DWG. 9- Tc 1 I I 1 47.20FS TG \�o y / 61 " 45.4 0°c WATER FOUNTAIN SEE DETAIL D 1 47.08 �r\ ON SHEET L-6 . . / \ / R6'o,T HP FS I � D I S°i I I 47.3047: IN 47.75FS I EXISTING 24 RCP \ EXIST. 6' HIGH MASONRY 11 11 7.2-FS STORM DRAIN PER / / 4 \ \ / / \ WALL PER TR.13281 1 I 11 - CITY DWG. 1409-D c \�\ SEE CONSTRUCTION PLAN LU 1 I 11 47 T \\ SHEET L-4 FOR ON-SI IMPROVEMENTS \ 1 I _ - I 1 GB \ U \\ 42. 1 V 1 I 1 1 O 1 S \\\ 47.2947.00 G FS FS 43 \ 1 1 I _ . ` I 1 1 _ --- __- 43.47FS S `\ \\ 47.34 -�� S ? \ 11 \ 47.10 / 1 I _-- 1 I 1 11 / S FS � EXI 4 RCP �- _ _ _ -'" '' �,� 'I ,� � \ `�' ��,5�� S I \ � r - TOp \` 47.29 C TYR DWG DRAIN--PER ~, c• �ti0� \ .. T LEGEND ' ` 1 I 480 \ A9 \\, FS - .. -, �7 42 - 42.97F\ 9 0 TC TOP OF CURB 1 1 SO A> 116 / / 3.2 5 - -- 42 ►--_ FL FLOWLINE 1 1 1 SOT G - _- _ _ _ 3F � 4 FS 48� 4 .1 .15% - ' ,,�1 ' / '' / --_-__ _ -4� __ TS TOPSOFSSANDCE ; .87 46.1 - 4z S \ \ - _ TG TOP OF GRATE \ FS A7 -.... / __-- __ fir----�i� 98F5 44 \ // \ 89 P S PAD TOP OELEVA ON F MOW TRIP 47.00Fg \ _ -- ----- /G 4 5 a V -._--- --- - .�\ ��\ CF CURB FACE OD X6.69 46.00 4 - _-_ -__- ---__ / 43 3F 42,92E +_ - ----- -- - -- - 4% RATE OF GRADE G • 505p �- __- / _ -- - TW TOP WALL - �G1 I \ TOP _- - ;, / F- 48. GB GRADEFBREAK �0 - --�- --- -45 45. 39W ���!, �G ,.`O �o „� �`� 11 �,, 41 3 �� G1 �-��� FG FINISH GRADE - / €�(ISTIN 18 RCP rs cy' ^� � ti STOR NDRAIN PER 43.5 `� 1 �� .r n �, ` EXISTING 10 IOGAGE y FG \ � �_- _ 43 68 a '���! � EXISTING 24 RCP + CML & W WATER MAIN \ ♦ 44- _ _ �? STORM DRAIN PER �n FS � - PER CCWD DWG. 89-W20-3 � \ � �/ r' $ � CITY DWG. 1409-D ps �G _ �_ -� �Oc� / -` - - ------- . _ ,_ ----_~ FOR CITY USE ONLY '-� REV S I 0 N S D� DATE DESCRIPTION APPROVED INITIAL DATE �P 40 o,' - � �G1 / i� � + ----------------- STREET f10 9 ����'' - _ _ ` ` \ \ WATER SEWER _ --- -------- _- 41 `� � / �_ `� GRD h DRAIN ` N _ -- ----- -- ------------ TRAFFIC / l FINAL CHECK zzzz ' _ _ EXISTING CtJRg vpICAL) � As CONST. ANO GUAR / 7 \ \ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE _ N 1 ao - r o a CONSUL r i n e INITIAL DATE mom LOT B - ``__ _________-___ _ - - ___ -_ -________ _ - OMENn `_ __ DRAWN AF/SR 4-95 // ---- - -------_-_-_ --- L� `N\ I I I Q�OF E SS qMAOSCHECKED sCM 4-95 CONSTRUM x/95 NOTES \ 1 � -� _-_1 1 __---_- _ --------�------------- -'i \\ � II 1 ��k'O��,F.� C. ,���C.y NAME DATE \\ \\ ----- CV ------- \\ `\ IWoo I * NOTE c; �� �� G) UC SE NUMBER 20t961 EXP. 9-30-97 FILE 90 SAWCUT HANDICAP RAMP IN CURB. -- _-------------------- - rn z 10 CONSTRUCT HANDICAP ACCESS RAMP PER CITY STANDARD PLAN No. 102 (RAMP IN T' - - - - - - \ `\\ r THIS PLAN SHEET WAS No. 20596 rn CITY O F RANCHO CUCAMONGA CONSTRUCT �� I / = \ ` I 1 PREPARED AS ZL REVISION CC Exp. 9-30-97 II NOTE: REPLACEMENT FOR GRADING PLAN9r CIVIC COMMUNITY DEVELOPMENT DEPARTMENT I I 1 SEE SHEET L-2A OF 13 FOR SHEETS L-2 & L-3 OF THIS PLAN SET F F 11 INSTALL 'NO PARKING AT ANYTIME" SIGN ON EXISTING STREET LIGHT POLE. / '/ 1 ► I 1 PAVING AND GRADING GENERAL NOTES �` CAO PROJECT NAME ELLENA PARK 20 INSTALL HEAVY DUTY CAST IRON GRATE ON EXISTING GRATELESS U23 (2'X2') CRISTY I I I I VICTORIA VINEYARDS SOUTH BASIN PER APPROVED CITY DRAWING NO. 1409-D. 4© CONSTRUCT BROOKS BOX 1212 WITH PARKWAY GRATE AND C X 14' RECTANGULAR 1 I O I CAST IRON PIPE (THRU THE CURB DRAIN) PER APPROVED CITY DRAWING NO. 1298, 106 9 5 I I SHEET TITLE 21 INSTALL WELDED STEEL GRATE WITH CROSS BARS ON EXISTING GRATELESS U23 SHEETS NO'S. 1, 9 AND 12. CITY OF RANCHO CUCAMONGA PREPARED BY: * GRADING PLAN (272') CRISTY BASIN PER APPROVED CITY DRAWING NO. 1409-D. DATE APPROV D BENCH MARK B.M. 16S'Y' ® HOT TAP EXISTING WATERMAIN PER CUCAMONGA COUNTY WATER DISTRICTELEV. 1297.297 m D S C O Ns U L T / N Q APPROVED �Im 22 INSTALL HEAVY DUTY CAST IRION GRATE ON EXISTING GRATELESS U32 (3'X2') CRISTY STANDARD DRAWING N0. 11 AND 11A. BY 24' EAST OF ETIWANDA MORSE oolacH acroTZ BASIN PER APPROVED CITY DRAWING NO. 1409-D. DIRECTO F ENGIN ING AVENUE AND 40' NORTH RCE 24953 17320 Redhill Avenue, Suite 35041 714) 251-8821 INSTALL T SERVICE, T WATER METER AND BOX, AND REDUCED PRESSURE PRINCIPLE OF C BASELINE, SET BRASS Irvine, CA 92714 FAX251-0516 DA'm UNI1Y DEVELOPMENT DIRECTOR DATE CITY ENGINEER 2© INSTALL WELDED STEEL GRATE WITH CROSS BARS ON EXISTING GRATELESS U32 BACKFLOW DEVICE PER CUCAMONGA COUNTY WATER DISTRICT STANDARD DRAWING CUCAMO GA COUNTY WATER DISTRICT BENCH DISC. IN TOP OF APPROVED (3'X2') CRISTY BASIN PER APPROVED CITY DRAWING NO. 1409-D. NO.'S 2A, AND 2B. (LANDSCAPE) ENGINEERING DEPARTMENT L-2B 1 3 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 NE END OFA 4'X2' CONC. PLANNING ENGINEERING SURVEYING DATE S• BUILoINc �� r SHEET of 24 RAISE MANHOLE RIM TO GRADE PER APPROVED CITY DRAWING NO. 1409-D. 42 CONSTRUCT 1" SCHEDULE 40 PVC POTABLE WATER SERVICE (30' MINIMUM DEPTH). BOX CULVERT. APPROVED 0 0 (909) 987-2591 _ 1409-L DATE J � CITY PLANNER ��� NO. 27022\PARKL-2B 4/24/95 SHEET -5- OF 3 S { CONSTRUCTION NOTES s. ABANDONED CONSTRUCTS' AC OVER 4 AB METROLINK CORRIDOR V`• 2O CONSTRUCT C CURB ONLY PER CITY STANDARD PLAN NO. 104 (A1-6). EXISTING E PCC SWALE MOW STRIP ALONG IE - CONSTRUCT 6" CURB WITH 18" GUTTER PER CITY STANDARD PLAN N0. 104 - Vj - O CONSTRUCT TRANSITION CURB FROM 6" TO 0" CURB FACE PER CITY STANDARD PLAN • . ( 5FG NO. 104 1- _ _ ____ • Z s w 1 67 - r-� 60,00O CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL ON SHEET L-2A. INCLUDES RAMP, l - -� ' f' ' '�- SKINS STRIPING WHEEL STOP B PAVEMENT SYMBOLS. t 4; ` 64114 � � - -- -•- -, ' I 6O CONSTRUCT C THICK CONCRETE APRON AT TRASH DISCLOSURE. - - _.. j f MOW STPIP AFF -- _ � CONSTRUCT 8THICK DRIVE APPROACH PER CITY STANDARD PLAN N0. 101-C 64 II l ✓ y<<`1- r4 4 : f v' j - T3-• �-4 ----- ; -470 OR EQUAL,CONSTRUCT 4 X1 " RECTANGULAR T IRON PIPE ALHAMBRA A --------- AUGN FLOWLINEOFCIP WITH GUTTER FOWUNE. FS --- ----- G ' 64.10 FS i%0 SAWCUT HANDICAP RAMP IN CURB. . O SFS 61.53FS �� F 15 / --�p� } ,h ;7�,, ;"r tt 64.10 FS dei 5 61 S t�°'! y STRAIGHT AREA). 61.41 FS 15 j. 10. CONSTRUCT HANDICAP ACCESS RAMP PER CITY STANDARD PLAN NO. 102 (RAMP IN 66.35 66.35 / t �J. / FS FS tk / 63. FS O� p9 ' �> 6o FS ;,, \ .00 �, �►', 11. INSTALL "NO PARKING AT ANYTIME" SIGN ON EXISTING STREET LIGHT POLE (IF SIGNS I I I I b\ I 1' i 63.9 9 :� ARE NOT ALREADY INSTALLED.. 4 o X00 / �- 12. INSTALL 4 WHITE PAINTED STRIPE PER DETAIL BELOW +• � 6 �" G `J' `` 9 6 �' (BLUE PAINT FOR HANDICAP STALLS) I ru ,r� � INSTALL HEAVY DUTY CAST IRON GRATE ON EXISTING GRATELESS U23 (2'X2') CRISTY ' SIDEWALK TO BE CONSTRUCTED FROM 66.20 � 66.20 t � 1 p�• Oo, ✓ � � `� �` / 60.75 FS �f \ � y i ',� `� ^` BASIN PER APPROVED CITY DRAWING NO. 1409-D. APPROVED STREET PLANS. DRAWING N0. 1299 I FS 1� FS G 1t ro`ti' �° J' r N ^ ' �c �' i �3 ,� l ' SHEETS 18 20 I -� 1i to o ' 3F f55�C 59.75 TS � t ;'"� I �0 0.66FS 9 58.75 FG r O INSTALL WELDED STEEL RATE WITH CROSS BARS ON EXISTING GRATELESS U23 21. IN L D G I FS fi .46FS ° % \ (2'X2') CRISTY BASIN PER APPROVED CITY DRAWING NO. 1409-D. ���� _ `� aa% o�• I Gi TOP OF SMID • r t� ) �� �' � SCALE 1"=20' 22 INSTALL HEAVY DUTY CAST IRION GRATE ON EXISTING GRATELESS U32 (3'X2') CRISTY 0.34Tt E� w 59.75 1 • i' A86 ! \ BASIN PER APPROVED CITY DRAWING NO. 1409-D. II 01. I s s I 2 4S F ; 23. INSTALL WELDED STEEL GRATE WITH CROSS BARS ON EXISTING GRATELESS U32 Jr� 16� A� ° •- I FG (� 26 2% ` i^ (3'X2') CRISTY BASIN PER APPROVED CITY DRAWING N0. 1409-D. �' I SES, PUBLIC I b RADE PER APPROVED CITY DRAWING NO. 1409-D. 2 s �o� , xc? © .63 m / l 98 • � - c� STO M DRAIN 1 / RAISE MANHOLE RIM TO G `,? G a . � J 0.75FS JJ7, ` P 4 :....., - ° 1 1 PLA DRAWING - � 60.87 ! +� WITH PARKWAY GRATE AND 4 X 14 RECTANGULAR _.. 24. " � CONSTRUCT BROOKS BOX 1212 N0. 409-D / 9.75TS F i / GF1 4 •_ 6� -•,�, .5� � `� >' ;; .; ... `�� -:Off'• ��O . ._.:. :,,, 60.91 / S / CAST IRON PIPE (THRU THE CURB DRAIN) PER APPROVED CITY DRAWING NO. 1298, 4% ?,>, . F`' „ I ;. , ; s 11 FS \ SHEET',2 OF 3 EXISTING 18" RCP 8.25FG eZ SHEETS NO'S. 1, 9 AND 12. »... .� o� 6�� 8 ;% 11 V 62.37TW / ORM DRAIN 07/ 1\ �: 60.87FS // J l t r 26. INSTALL HEAVY DUTY CAST IRON GRATE WITH WASHED ROCK FILLER ON EXISTING , ,� , � ~..-,. L 1 �G \ g , •. G F / 1 60.08 ,ICS �. �, / / EXISTING 6" : O GRATELESS U23 2X2' CRISTY BASIN PER DETAIL ON SHEET 1 OF 3 OF APPROVED EXISTING o, _- ,� �c`' t � 61.31 S/ FS hF \ 60.75 FS / t % DRIVEWAY I '�' 1 ry� �,°�' �G -� . / / 11 6�• 1 LATERAL PER �; ' .� I `l. ro ria `� 6Q.81Fi CITY DRAWING N0. 1409-D. so.93 f p' \ / ' , 5�•5 RAWING 8 0% y ''S ��,, � 1 � �, 9 .�. .• -' 60' 11 59.75 TS / � APPROACH 1;,, o ;: sc, h ' ,y M . �. > `a " fi'43 i EXISTIN 24" RCP / �``��� PER G � � r° � FS � 1\ y'(\�S .� 58.75 FG /60.75 FS ;' j � •�•f �" / I 27. INSTALL U23 CRISTY BASIN (2'X2') WITH WELDED STEEL GRATE WITH I o �q `Q_.. FS STORK/DRAIN oti• �o ti� // �s , ' . , :�o L2 OF A I DRAWING I O I II:; - �. 60.9 S �, p. 59.75TS /ft. CROSSBARS APPROVED CITY DRAWING N0. 1409-D rt- v �-.�e 6 !,:'\ r, HER DWG. p . 6 o q� \` ,_� / PER c, 6 58.75 FG NO. 1299 I I G 16 5 �� 113 �� • N0, 9D �� 1`a �9 6 6 \ �7.8 T 12" PV S DRAIN PER APPROVED 140 / 28. CONSTRUCT C STORM 3 3 �.-�' s S o- �• �. ° --__ 54,00' CITY DRAWING NO. 1409-D <v ° .43 pfk 6p• O 1� ti O`'a I � `��,�•' q,`'a ,.> \° FS 6, S 6F`'� �� 60. � 2.3fiN �6`1-. .1�� O• � ,,ap• � `, ` --"'----._.._____-I�... / SEE STREET IMPROVEMENT PLANS 6 3 2.98TR ^ 6 1.31 OF 0 i TG 0$ © F 5 FOR CATCH BASINS AND CURB ,..� �„ • '\ �`� p• � 61.39TC � S 57.70 O ADJUST SEWER CLEANOUT TO GRADE (6" BELOW FINISH SURFACE) PER CUCAMONGA �rO \ a,.n ' 2% a8 6 i so B7fs 9 2 48 11 r 60.43, FS 60 O ° \ 0 g• DRAIN DRAWING N0. 1298 � � �` S / 5 5 \ � 1 5 COUNTY WATER DISTRICT STANDARD N0. 21. �00� 20 �eF� F�' �� 3144% - FS SHEET 9 OF 18 60.19FS �� OF 61.79TMS fo Oo, i 956. FS ( ) 60.31 S ' 6 61.6FG h 5 1 58-50 8 31. ADJUST SEWER CLEANOUT TO GRADE FLUSH WITH FINISH SURFACE PER �, 6 0 ,� D�; �� O ' 2.3 f FS SS F CUCAMONGA COUNTY WATER DISTRICT STANDARD NO. 21. 11 5.0 _ �_ � -^ 6' FS s 60.07 O I I I \ ----=•=---63.04 � '' `�' `Q 0.19E 60 �`�` 1 �O F`' / 61.14TC 61.79FMS 59.6 � � -- 25 <• > FS p• 60.6 i s9` 4 31 ' 40. HOT TAP EXISTING WATERMAIN PER CUCAMONGA COUNTY WATER DISTRICT F �r / �, •6, �• 00 Eco 6 S O p�S / 6�4F �.�. .. F ' - .�, `�sl 1 M 62 STANDARD DRAWING N0. 11 AND 11A. ..'� J`I^__ OgFS ' pS �G FS 60' 4 F h W - B� =s 60 E 6 100 S Ue -�0•12F �G - - - S- s 61.6FG hg. 9y ` -J�� 5 ' 12 44 INSTALLS' SERVICE, 3" WATER METER AND BOX, AND REDUCED PRESSURE PRINCIPLE Ir6, / �_-- � �; 'Qs SSs_-- 6 pS�E 53FS 30 / 60.50 .�° 50 f. ~TJ_ O BACKFLOW DEVICE PER CUCAMONGA COUNTY WATER DISTRICT STANDARD DRAWING S -j s 6 / �r I M J �,_._.-- z �,�r� ,�, •o,� �O �° .�, f / 58.50FG- 9.50 TS 61.79TMS � �� ,/,�s .= �' NO.'S 60.82 61.00TC 58.5AFG ti o/ 51 S 2, 2A, AND 2B. I .. / x•24"" �- ` 6ti 0 1.6FG i a EXISTING EDISON I I 4 60' S 21 S 60.50FS EXISTING 2" WATER VA LT POC O SOF ' o � s o.• ` ;� , (POC) 42. CONSTRUCT 1" SCHEDULE 40 PVC POTABLE WATER SERVICE (3(" MINIMUM DEPTH). 60.81 TC S' �SFG 60 �j o O h~' `r 60.60E 59.50TS rn se + o N°1• r,� • FS 7 rn 60• 60 1 6 G o. 60.60FS Y `�` 58.�DECc rn N ,� \G� J, 9 SERVICE PER MWDo oF G �o .' . J °I• �'i �3 s I 40 PORTABLE WATER SERVICE 30' MINIMUM DEPTH \1 F oo 6 60.81 ` o��G p. cn cn \ S ,\ T` i 0 0 �/ FS `- DRAWING. 89-W33~2 43. CONSTRUCT 2" SERVICE SCHEDULE ( ) 60.31 FS�q° o ?9 60, 8 o Q i6 1 6� gFS \ \ 4,116 O % n `�o 1 I I 44. INSTALL 2" DOMESTIC METER AND BOX AND REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE PER CUCAMONGA COUNTY WATER DISTRICT STANDARD DRAWING -n S O 5g• o �� 0.62 6gF - tic' 1 // `.o \ NO.'S 2 AND 2A. . : y/ S I ;_ moi EXISTING 8" 1 IDGAGE / I 0 29 ,c` 9� O ��' Ic' \ ham' S`� - ` FS 0.12FS 60.35FS N �,, 9 .50 FS 1 ',h 59'� S s' 1O7 / FG �0 30 o < <o .8 0 'rS 59. TS 6 . TM 1 - \ � 50. INSTALL 2• PVC CONDUIT WITH PULL ROPE (TELEPHONE SERVICE) 24" MINIMUM I I COVER. EXISTING CURB I I I ' S 9e? I 60.09 �G oti5 �0 61. 1 s FS / \ l.� 97 CML do W WATERMAIN O 11 0 0 58.5 FG 6 . FG \ AND GUTTER tl FS sy 2% 2% �� > 0.62Fs ?s 57.5 , 4 PER CCWD DRAWING - � .9 60.09 -- FS \ p ca�C p •>� 4 s 6' � -�� 'rS 6 f 0 6 2 cn \ -2 0 ALL 3" PVC CONDUIT WITH PULL ROPE (ELECTRICAL SERVICE) 36" MINIMUM �Q \1; I I O FS �' Sg I 6&.mss; 61.00 C '``P '60.34FS TP OF SW G 60.50 FS 2� E' w 51 COVER. 0 4 f 59.70 J,'�� OS FS 6 1 I j 60.50 !60 2F ca0' � � 60 59.50 T� � °` 1\ •�/ � 59.50�TS � � � + ;���C, 13. INSTALL UNAUTHORIZED VEHICLE PARKING SIGN PER I I 1 Sg 1 o. .a, 60.6 s ;- _ 1 f` 1• / / 1 58.50 FG I ,s '' 70.06' _ _ o� I ID 9S �p 9T 60.50 FS 1 / / _. --- - - -- - _ DETAIL LEFT BELOW. 9 c +ti r G / �y 1.79 bS .-- - l -- - '�C FS 29 A h4' u; ?9° 6> 59.50 TS ` c,' 60. 0 • c� 111 / /" ��' 61. G / (- �'�_ _` }I TC TOP OF CURB - I • � ', / r' , .1, o,• Opo U, �° 59.85 0. � •S> �.v g I p •> >� !` i N6 TC . �j 58.50 FG N '� ,' - r, J FS 59.77FS _ gFs t 6r'� �' 29 , 1 / f I ; o� `1 �`y� 6 t 3, 58 50 FG / 60.50 FS ; 61. TM \ T FL FL W INE W I I G I 1 hp. js9 � ` T' ro ° ti 59.50 TS, 6 .6� h N EXISTIG :��S4ER I I FS FINISH SURFACE 62.60 h FTS TOP OF SAND q6� FS F �q :. h cN' $ bo �O' 6 9� 4? 59.50 FS TG ; k_ ' // 58.50 E ?� �r I 56.03 �N PER CCWD DRAWING TG TOP OF GRATE I+ FS g 2.12 58.50 TS 59.87FS \ / 1 // /; 56.19 FS I I I TMS TOP OF MOW STRIP 62.86f6-'/ ham' h9 59.64.:- .55 `' 59.43 9.10E 60.62FS _ ' �� 1 // GB DfAAWi�IG 89- 9 I I P PAD ELEVATION O• t�5 59 y cn 59.50 FS _ 11 // C� 62 2TW 55.76 �{ I CF CURB FACE 62.36FS r� h ��' � S FS FS 59.05 J V 2FS F \ cr C� N 6' �^' r . , 9 6 / �- _ 4% RATE OF GRADE 70 I S FS \ 5$.40 9A2. S a' `' UP i GB °@ ,'-� � 60.50 FS1 f I ^r a _.-.-.-,�---•- cn L� � 58.50 TS 1 N 59.05 o o / , t, FS 6> ,flj 6 �' cn 0 0 59.50 IS 1 61.7 S w �- \ o TW TOP OF WALL .a r, �s 59.29 N � 59.50 F5 rn rn c I I GB GRADE BREAK Z 58.90F5.: s' s' - o o m 6 .6FG yFG FINISH GRADE 62.75TC -off F 5.451F:- M' �' `v FS -� 1' 58.50 TS rn 58.50 FG. `" / ,� / �� ', �' �' FS `* j i 1 s, t "1201 62.25FS s eA h "' of S9 S9 - / 59.50 5 ' ,r '`�o �` FS til B2 58.50 TS h2 J f a 55.28 t`, rn 1 { I I O > > S m I: �- ,c� of �S' 6' U, . , ° ham' I c� 2% +� '� 58.90 ,/f/ FS 1 1 s F 62.12TW ,� I 1 \ 1 - •. c� ? Fs N > NOTE: ' _ _� S �I 1 �, , / J` ,ti I I SEE SHEET L-2A OF 13 FOR 61 78Tc I o �' 2% F`' �, m � a, , / �,' `'`' �' 4x *v � 61.00 T I I PAVING AND GRADING GENERAL NOTES 61.28FS I co ��' 6> �s,9> � �� 1 `--''"�'��`\ _ S9 \--`�` \ \ 61.79TMS �-' � 1 1 / / S i I I I ti o '`.S' �� w _- 6 61.6FG N. a � r/ ,c o>__- 2.12 rn, ss 4 -- o ~ \ \ 2FS 60.722TW { I LUyam___.-- Fs 1 / / � �- i s�: � NOTE 1!. \ THIS PLAN SHE WAS / 8.00' I PREPARED AS REVISION a I I I I �� �`` ;---- 7� S \ i 'I/ /j l 1 -'`\ �.._ I I REPLACEMENT FOR GRADING PLAN �- - � - -�_ \ � ` 1 1 __/j`' .� i �� 'j - _- _-_ -_ - SHEETS L-2 & L-3 OF THIS PLAN SET ao ' I I �> I I � � ,/ '/ ..•�/ �- _. ; �- ` ~-``�,.�, _�``-`\.��•-"'-----. I EXISTING 24• RCP 1'I \ \ 5 c x i 53� CITY SWM ORGAN -D 1 PER �\ j - I I R E V I S 1 0 N S FOR Cm USE oNLY I EXISTING 6' HIGH 0 1 � 5� f 1 FS A. MASONARY WALL (TYPICAL) I I DATE DESCRIPTION APPROVED INIrwL DATE 55.3 1111 / 54.70FS It \�\ -� PER TRACT 13281 STREET /� t I �r r 4 / _�---- ----�` \ \ \ FS 55.08 54.80FS 3.43 53 7 /f `a� /� RAIN WATER SEWER -- I \ a.•. / 5 FS GB 1 �` TRAFFIC D � �• •/ �� .-� / _---.--'. �'\ \•',--.�-__ \ 54.74 .. ._� �. r•- - S , 1. � -... I I I 1 -- ' \ FINAL CHECK �� \ FS 1 1 54.65FS J R W 54.55FS / l l �.-�\` 0' I AS coNsr. .19 I / EXISTING CONTOURS \ S 1 �'h�` f PARK WAS MASS GRADED \ _ �� 53.67 1 • / // I I USE /f ( \ f THESE PLANS WERE PREPARED BY: FOR SATE I I I II //, WITH TRACT 13281) FS , 1 , I I No* CO N BOL rime INITIAL DATE 52.78 94 Ye 0013M 7CI°LR �/ 4-956, DRAWN� FS 3.51 FS CHECKED scM 4-95MDJTE 4W- NAME 49C MATCH LINE SEE <) C. t i ESS/ zt,604d& vow qLCEASE NUMBER 2 96 EXP. 9-30-97 FILE 20596�r" Z CITY OF RANCHO CUCAMONGA No COMMUNITY DEVELOPMENT DEPARTMENT �c* Exp. 9-30-97 PROJECT NAME 17"X 22 RK MINIMUM LETTERS ON BLUE 9�� CURB FACE ELLENA PA ( I HIGH LETTERS MINIMUM, WHITE '� OIVIL �� SIGN SIGN WORDING g{� qTF� L�F� VICTORIA VINEYARDS SOUTH BACKGROUND, SEE HANDICAP REFERENCES ON SHEET N0.L-2A) 9' MIN, CITY OF RANCHO CUCAMONGA SHEET TITLE * GRADING PLAN SIGN POST TO Unauthorized vehicle parked in designated accessible spaces I 4"WIDE WHITE PAINT STRIPING DATE APPROV BENCH MARK B.M. 163713" . BE INSTALLED PER _ not displaying distinguishing placards or license plates issued for � ELEV. 1297.297 MDS CONSUL T / N O APPRavED � Qa,�,��WE p ( STALLS)T AT HANDICAP BY 24' EAST OF C ETIWANDA � DGKM TzCITY STD.PLAN 401.8 ersons with disabilities may be towed away at owners expense. DIRECTO F GI RING z49s3 3'BEHIND CURBFACE p AVENUE AND 40' NORTH Towed vehicles may be reclaimed at CITY OF RANCH CUCAMONGA ,732o Redhiu Avenue. Suite 350 (714) 251-8821 �� COMMUNRY DEVELOPM DIRECTOR DATE Cmr ENGINEER 0 F C BASELINE, SET BRASS Irvine• CA 92714 FAX 251-0516 CUCAMO GA COUNTY WATER DISTRICT BENCH DISC. IN TOP OF APPROVED SHEET L-2C of 13 SHERIFF STATION or by telephoning (909) 989-6611 ENGINEERING DEPARTMENT NE END OF A 4'X2' CONC. PUNNING • ENGINEERING SURVEYING DATE - BUILDING OFFICIAL 13 QDPARKING STALL STRIPING DETAIL 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 BOX CULVERT. APPROVED 14 0 9-L "UNAUTHORIZED VEHICLE PARKING SIGN (909) 987-2591 °R"""""G N0' DATE CITY PUINNER 27022\PARKL-2C 4-24-95 SHEET 6 OF 35 • 1. 61I 259 I-pll . ' SIDEWALK, STREET LIGHTS, AND DRIVE APPROACH REFERENCE � - ONE CONSTRUCTION L ROINT TO BE CONSTRUCTED PER STREET IMPROVEMENT TM � .PLAN ON DRAWING #1299 SHEETS 18 & 20. lob'-amu 2. N IDFWALK, TYPICAL. SEE DETAIL C, smor L-s. � nRJv 5VA-f 50I_OII 3. 8 _T L oN COl+KRh�'E PAD, TYPICAL. SEE DETAIL D, SHEET Lr5. �l I 4;71411111 �P N ,401_611 4. 8" WIDE OOINCREM HOWSTRIP, TYPICAL. SEE DETAIL E, SHEET Ir5. KENYON ON 5. 6" WIDE X 6" Hr. CONCRETE CURB AT PLANTING AREAS, TYPICAL. / 1 _ - SEE DETAIL F, SHEET Ir-5.0 ^ _ W/�v ot I 1� -�- l) T 90• 6. 6 WIDE QONC32EI'E EDGE AT 3iA!!D VO[LE'5CBALL AREA. o- 1 _ _ _ REF RENCE POINT SEE DETAIL A, SHEET Lr-5. 4 ^ I ��� O� ' 90 I -,i 7. SAND VOLLEYBALL LAYOUT AND EQUIMM. SEE DETAIL B, MM Lr5. 6� m .R.O.W. �1 I � �` LINE _�O � - � f�}•IPF E II 8. SOFI'BAI� DCTGOCTr/BACiCS"IUP IAY(XTI`. SEE DEl'AIL G, SHEET Lr5. �+ r ' SEE SHEET L-13 FOR EQUIP. SCHFD. I16 4n - - tZ=191 d' �� _ _ 9. HAlWOUR r W/2 BAMMMAL L BAS- SEE DETAIL H, Stir L-5. ' •. 17 8 1 --_._-- -_-IZ c� _�r r- , '-dl -W c o Fkr S L 0 - LL SU FAG ANb Q I Erff S >7�T LS 4 I 0. OOrTI'AINEI;S SEE DETAIL AAD = L-6. TABLES, _BeQ's Arra wAsrE o SHEET I.r6. SEE ��' Lr13 FCR DQ[J�P. E- , ICP ���1 4-G• I LL I I - !=' 3 EXPANSION JOINT, TYPICAL. 12. 1" DEEP CONTROL JOINT, TYPICAL. SEE DETAIL C, SHEET L15. . I5 GROUP PICNIC IAY(XTr (xi (J�KRE'TE PAD. SEE DETAIL B, SHEl±7T L-6. SEE SHEET L-13 FOR . SCHED. ' I . _ , 3 -.0 ZZ Ip MIN. i?. I -y_- I 4 1- _ -� �I I.,�IN, 14. 12' Hr. VANDAL FTN LIGHT FIXTURE ON CONCRETE PAD, TYPICAL. - + 11 - LIG T 50 LI t✓Y. 4" DEEP �=3''�es� . _ C ____ 'Q = I << I 15. 12' Hr. VANDAL FIN LIGHT FIXTURE ON CONCRETE PAD WITH LIGHT SHIELD, BRICK DUST I N F I D I • • V _ -pPFOD�E SEE L-6. SFS SHEET L-13 FOR nQtrIP. scflID. SEE SPECIFIC ATIO `..�-Z5 , ' _ I u a '� o_ �- - 1 AIN QAU AROUND A F QV ID WA1,Y�t Y� THlS PAGE. �-� �-'`F•-� ,Q. � �` - � 16. aax�ETE WASTE CorrrAn�E�. W HEK� E N AUS I j,, I ` � p A I I �jV W_ SEE DETAIL C, SST Lr6. 1 ' \ - 7 _ _ `� �I-ON 4 tl 17. CRINCIMG F`CU TTAIN CN CONCRETE PAD WITH DRAINAGE SUt�. I 171✓T�cIL L \ I 2 O �a J SEE DETAIL D, SHEET Lr6. SEE sI�ET Ir13 FOR P. SCHFD. �, I o SHAT L'SA \9>� aN 9 I G34 �\ O \ Y 18. DRAZriAGE SUi� AT ZtJlT IVT AREAS. SEE GRADING PLANS.S t �LZG _ a 7 �'� PHS II 19• WOOD �,AD ZC� w/°oNCRE'TE COLLMS. SEE DETAILS E & F, �•�� ,0 ~��. w I SHEET L-6. SEE SHEETS S-1 & S-2 FOR STRUCTURAL ENGINEERING. .iv $-4 / X 20. REMOVABLE METAL BOLLARD, TYPICAL. SEE DETAIL A , SHEET L-7. Na-F ,S \ i ��I �, 6 - S I , w " I \ rl.=i 5 91 MI 3 �� �/ 2 O Q / �0 I N (n 21. 42 Hr. ATE ENTRY SIGN. SEE DETAILS Bit C, S iMr Lr-7. ` _ ' :SOFTBALL FIELD 12 iz, o ' �, % �- 9� � Iz�'-ro W = 22. sArID zvr Lar LAYOUT. SEE DETAII, D, SHEET Irl. � Q - / , ya / SEE SHEET L-13 FCR PLAY EQUIP. SC1�. �� 23. ATE EDGE WITH PLANTAR AT TOT LOT. SEE DETAIL E, SHEET Irl. / r T 2 I� . , I I •6' / p � 2 � � � 24. 18" HT Q�NCRETE RETAINING, wu.L 10 31 2 QO Q b1=.1- i-1-E I SEE DETAIL A,' B.SET L-8. +� Q - :' :: :: 6'� (s� 2925. EXERCISE EQLI MENT- ON DEOCIFIPosED GRANITE PAD. -I°N� I-QI 1 / �, J_ SEE DFIAT�L F, S HEEET L-8. SEE SHEET' Lr13 FOR EQUIP. SCID. h ' o / 5 �O pS� 1 I 26. BIKE RACK ON CONCRETE PAD. SEE DETAIL C, SHEET Lr8. k �. C C 1 6' I CTN-4- 1<31 KF_ K ON - 1 - ARA 1 `:. :'' :a? :::::. ;:::: 0 5 � • :::•�:�::::::.:.. :: R � .�5` , , 27. slv� BLOCK TRASH II�ICZ06URE WITH . . METAL GATES. 4 :: ..'r::. .:.::::r :::` :i; .4� SO•• U SEE DETAIL D, SHEET L-8. 9� Ll- :':Y::.:: :• 6. %� �(�� n x S� t Q ( 29. HANDICAPPED PAlaCM STALL AND SIGNAGE .PER 24 CAC SE _ x CALIFORNIA BARRIER LAW, & PER CITY ORD I✓ sHZG 13 : ..:. s 1� T E , z4 M 0 w Vic.... 30. aI . MIN 10 N. Z \ / J ::: f`• ::;.::::i :.:; ...• •:i i; '::;.<�.;:.:;. .. t.. •�;,:.. �" 11. RESIROQ4 BUZIDING. SEE - A-?A x-14-} FCR w �� �► 9 a- -1 AND -2 6qm OONSTRIJCTICKr SEE SHEETS E E FOR _ N) M ::::�:�:•�::�:�:::�:�:�:�: .:7: ;::�:::.:::<:�::�::'::.::::::::`•:::::.:::.::. L... to I 32. CONCRETE PAD AND S'I[)BOUr FOR WJE. Pr�avlD ^' Fl�li BUILDING sroR?�GE CHASE 'Io OONCtE'TE PADS {J r LINT; LL. I I ►� 2 ::::.:: : - O 1 � NT TRACT P A E 11r N.I. T E INSTALLED PER ADJ C WALL B 1 PERIMETER BLOCK K C O S h PE RIME E OC I 3. \ / IZ=3 {2='4Z PARK CONSTRUCT :�:::: :�: :........ .. DEVELOPER AND PRIOR TO A CONS UC �- / 2 I 1 `•::: :;;: 34. DOUBLE STRIPED PARING LOT PER CITY STANDARDS. SFE SHEET FCR I AREA 2 _ ::':. ; ..::.:::: :::::5S. :;>::::: �� Ot' . 2 BE - 95. 011mayla-43EGIRpr..*V*701- ¢ �-lat p� � PARICIrIG Tar PRECISE GRADING L-ZG p A -4 M , �� '-' gyp• -�' 90' (p Q ,y 36. - VERIFY IOC31iTTCxi OF C7I'E VAULT IN FIELD. PROVIDE 2" SLEEVING FISH 11 6 IN �� yQ V�IMT TCI BUILDING STORAGE CHASE. COORDINATE PHONE SERVICE - I , Ks =331 r. 6 ON w,/= OF RANCHO CUCAm3wA wg4usE RrATIvE. S� 4 _ 1 5 N 5 MIN. S 1 37. SEATING AREA W/ W99B BENCH ON CONC. RETAINING WALL. - 91 _4 O •.. _ •••J i u SEE DETAILS A & B, SHEET L-8. Aoo,Saz WTAI1.d,SNEE 1-'5 .•• r A I G * 8 ' D * 1 36. 'TOT t4T II!ULKNFAP SEE DETAIL A ,5HEE;r ! �_ t �TYF' •.• _ p S �l NORTH � MI ATE o� cak ` 12=5' .•- _33 '��, m -• ° �, 33 LEGEND SCALE: 1 "=30' W RK. X0-6 i ���. 33 LIMIT F /,TIN SYMBOL DESCRIPTION 15 9p. - R E V I S I O N S '1' " " GC3' 174 0" - '14=-p" LIMIT OF WORK, TYP. i FOAGTYuSEONLY I•p Z(� O DATE DESCRIPTION APPROVED INITIAL DATA I I I Izf_vl5 � FOIL A ASI STREET 10� _ r2=5' ��' ••• 8" CONC. MOWSTRIP. WATER SEWER MI '� f ' \ GRD 1 DRAIN i TRAFFIC 15 - �.� \ PLAY AREA SAND. FINAL CHECK • ' RW 1 -� - EQ' AS CONST. C ` _ PLA E _f} \ ••••••••••• 6 X 6 CONC. CURB, TYP. SANTO i \ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE - � N � ALIGN. TYPICAL. RJM INITIAL DATE KEY MAP ' �r-d DESIGN GROUP,INC. DAA P TB COI I I KACT•O!Z'S- n.►I�rc ruo twwrcArs u�ritcMs CHECKED WOC AM ANM Af41 .IMM IIIIIIIIIIIIIII . . . . . ... . . . . . . . f oNSI�ILITY To MAI TAN t L F'A�a �fz . NAME DATE RN R o p p l GPT l o N To Et�ISON oR M[.TL l LICENSE NUMBER FILE G�r{p coof�dlr4AT� IT'S Ins-rAL,ATIOH L�WIS 4-lOfi�1 5 CITY OF RANCHO CUCAMONGA BRICK DUST SPECIFICATIONS = - = _11( x: S3 : ` =` _ " = (1510 I�o14TH P'101-�N�AIN ��/�- . COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION i box cRus1-IED BRlcic cam. °I178� PRo, T ELLENA PARK 40f, SCREENED CLAY PREPARED BY: VICTORIA VINEYARDS SOUTH INSTALL BRICK UM 4•DEEP IN INFIELD. sa♦EET TITLE MARKETED ASWI Durr oft (APPROVED EC?UAu BY: , • �- , W _ CONSTRUCTION PLAN t7'N)737-3667 - ._ 'f _. TM D APMiOVED ? f U DESIGN GROUP, INC* OA - o TY SER S MANAGER DATE -2c1-�1! Dy.CITY ENGw4EEA 31 M, TE5l AS FOLLOWS: _ MIN. 95Xr PISSING THR �91SMi►II'�SM.S=EYE ... . . . . . . ... . . . . ... ...... PLANNING AMD LANDBCAPIE ARCH 11111 ) APPROVED DMJG OFFICIAL OF MIN. 651st PASSING THROUGH 500 MICRON. STD. SIEVE - 21MLAS RA&SLAE.lNI'R�•NNOMMVIM C pNI060 JIMMU MIN- 3016 PASSING TI-M. 53 MICRON. STD. STEVETE _ .03 EXTRACTABLE CALCIUM BIASED ON DRY WEIGHT AND NO SCALE -- APPROVED ��� DATE qTY PLANNER ��- U uz1NG I" OF SWUM ACETATE EXTRACTING SOLUTION. SHEE f 7 QFA5 ^T ,ALL 16 -21 I�i4TT�Jz`�oll TcoL eV ^Wo EX ION JoI NTS, TYF? L�r`lt cyw H N.' \/o W�I LuAr15 5rEEJ- "Tt. iCbNG. l�li�Lk W404V % /MEE1�M I N sNl eta �r - ETA �0Q W I T+4 M E bl U tit ��c t �t�2,'r'S �II�ItG�i•I A Ap cdl 5 }.� � ) FI R S H (e �o ^NaLE To PI RSG IDN of Z1i�WEl.Et7 t� CA C-%C,/11 AW- q%am � : �_�'.. . : �. i:: ST�� f7&c+ F_p T-o I � T��FFIG r I I , A` l=Ye+ -Tr HIIL.L✓ � Tao Lap f t&'v I u5 � 1' Tcr�lE C �z TcoL�t� ISI Us . • • • • a I`!>cA SIi7EL!r 5e) .*'9 x�ll L'Y�.IEL 8,Xollp•C. � ' � ENOL-I�� G�C• f4E1 I�°tOI�+Clt�6 MR N�•T RAL 6� r N f=lazt ) Irl GKON 7E 5TRUCTURIIIIN4_ 11 G CGIC (STRI NO N'1.G,) I_ I' II ' e 9 ' vvLLEY�sALL �� W/NET 61 yy� LO TURF LZvtwL STiQ+ G LE/EL_ 11 - • j vol-La:Y ►�L 1 +�T '� I 40 — --- • ' Co�C Ilkb II o ►I•VLKI%f1FLr,7 # ,A I" DEEP I 11 (11 111 I �(II II I 542-4255 ,fGb M I A c ( � �� � E • • ti= '• I I COM Pic 0 '5 lb[�f?,• 0E '10'� N I " t'IIN. GTD 90 '94k i - - T- /L� r=HIELIO Xw E`r'�e�ol Ilrra 11 l� La �' - ii'I b M• •� �INCIL5 E�oL00Y STT?UCTURNL i • 13 B yG O•G• � 1� ; I: — 1a'T. GoMP�GTED StllR�d�E d31tJE I+�k3bY oTNEl2S. F + III tl 3 CONT. ' : 1�" .� cotes, Isc+�Tlt� 7 ,P�1-L Ret�AR SN0'�- f'�'``/E �la W '-7/s" 4 +-Io L� ON �E PL L LE�' ZI MIN• Cl. 'J r ION F.^T5 SEN ir4 D L A-TGH To P�CGQ+ 'C7E I L- �, T�-(IS sl-IEET �� E`I'E�D LA OU � .t�T>: PPS I.E/Y.IL.(�t,,c>✓K• � T��.•Eb �a�T i 5aE Th l-T Y T t Y+Dt✓D Cir GT'O CONC. EDGE @ VOLLEYBALL SCALE 1• = t-o• A VOLLEYBALL NET, POLES , BOUNDARY LAYOUT B CONC. PAVING SECTION NO SCALE C GO+fiT�ZG�/`TOOL!-`lei - (o°SI)`�C'=iT1� T1�GINF..1�� 1fJ IBEF, �TA L a � IBJ' �1� � CURZJ Mr4 F� �.ialnT. Tri . o f�t40 TooLiI� It`�F0ra1�TIcH . - s, Qo• t 5a� t�ETAJ L- C -j'H 15 5F-i 5F,T G4NC. P��t� I til I ;. I. A iz� PeW �ol.A�o JOWT a id-oll cxc.5m DST: G"THIS SHT. .\ I �Ir�l I SH C-�•�� �` ,�: • K=2-0N �N T X 6 O P COHc. CU F'• U til i) • �Ie= • 8' t on �I, A�-1- JOINT IN T Ml'E440 �ol`i Nt�riJST�1 F+�IUS f�`ITS. -�r1�,o I� III PaST C2�(P) T'O P/� I I I I f;FD I� I rte+ " Off t5 M^L�- swE �G I�ow. 4• CONJG. 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L.- 4 Pow I L -77" W JOINTS,T �} GCN Tom- �otN T� IMI L CX�N SIo�) _ , J ANt7 bE WEEN PLAN IC�•G• S. �„(PAC%T�'D 9UP�eFi�pE `SIO% BENCH ON CONCRETE PAD co 0 CONIC. MOWSTRIP SCALE 1-1/2' - t-o• CE CONCRETE CURB PLANTER TYPICAL F 14' Lac r►LUmiiI P.^YER5 t-W-H. INSTr�LL t�K r✓L�N U�. LIMIT OF 5U14Fi�vCE SYSTEM G H.T. GH}Ali�l I.INI� FEIN-E RErrr'r'tFrb^T�C�+Is•�.E dgJIP I •\ t7E0000 f'tE' 9 ZO-Z7 -h��E � UST, SHT. L-IS LDIZ l cc NC. Q►JI� —&-,,'V. 2' r-d,c><F.�cwc,li r+� a, �1_ w I INe vecoCOWK Mt'(9 2a-27)-I¢at'AL- 1�LUE 4�.6•ti�/ STIMML ME.� I T�4 CL�T�-!p �M FINIS R �;v FAIL C T Y P) MIA • hEGo GOl.01e I`1N'(`120-2 7)-5 U(''1�1E1e IzF.C� :, NOTE: KAP4 '�OUKT FIN15H SHALL 13E MCOt2ALT I act CpI IRV �frYl°) HEA�/Y hUTY NON-I2ESILIENT SUI AGI 12'L110E CONIC. �IEt'XeE ' SMTEM AS I'lANUFAGTU� 4 �ECIFIEp W: S1MILaR To STN L E, - \ KOCH MATE -4A S GOMrN4y '� 149 2-9 a_0VW AVENUE TOMARK MODEL # 10997 ... W � '* . mo Ec DOUBLE ROW BAT HOLDER CA 9 V335 1 , I NSTA.L p lz N"WAFAGTCU IRE-KS Wr_t'aOM Npg ONO. . - e'-o �+eo erftCK ( 2 TOTAL) S1-Q"wive cry w.wc Gbd D'CK9�-14TT1�C�o[1-IJIU.v-t•15+121p a " bp�' ''WT ` 1�'•TT>`kso�-WILLIs�t #1536-I�-e131 R E V I S I O N S FORGTYUSEtY EE tEFON5T rl�.iJ, Sfm L•= 1NSTi�1.L ftA0M CURRENT yeti VOLI&I•E t^5KETa•,LL GdoeKSTop DATE oESCA1PT10N ldl3 R[�eRf f f•VWury,IC'RJRClt' 1tEcd•irtCNO••T1orfS TJI1f-k•f i kt'�•RIC74 DUST GR ^AC��L"J EI�WL. APPROVED INITIAL DATE a51-G`I.:II� �lL. :.V'y � o �a��..-•�.: �.1��E•.tt,,-,or'! � �pNOSCgpF I �/IS{;D 41Z A[� STREET OF .GPT�J'�l.i._ + +cr;Tb!o �OCAI� MEOIUM bM=M - �� {b(�.t�t01� JOIN YA '4 III ISM W W hI T?roL/TtoL,E O JOlrrM f 6'1 OC. t�•cx �" � 'F -f �`4Q�` iQ.A N �O ��- SEE t��CK5TOP L�'1t>.T DELI►•!• i•^e I' t c"I "%m�I~ � 9 WATER SEWER t► �. M'' Q cao rl DRAIN . '� GONsTi<;. TI o*� PLAN, �' \ �•V►�tC�CoURT _1R�T5 We tx ,�• 0 Q �i N �lb OaJCR TRAFFIC r=,HE� L-A- FSR- 17L1&6'L T L CAT IOtS eT h✓I THEIR UIr.' 1 .. W I ' bJ1.1M CEIJ�RED IN SLS, ��4t�, �– • FINAL CHECK AMto n �� OUT 5I�O . %IMI. 7V t4W T`Ai L c,, � �? o,ary� �S CONST. • I ZI 13f�C,�ST p TI4 i% i ori C k_ 1 * d INSTALL t'EIZ h�1ANU I✓AGTUKp65 5'-o w l t Clow.,. r 1 • 9• o KEC•OMMENVAn0N5. t3EHiN 61EZ MTAIL� NOTE: `JF�E 604S rr d�,gTF Da! O�N�Q THESE PLANS WERE PREPARED BY: FOR PRIVATE USE �...Af..L.°.wr. ", ) `�. A,� yG/t,i+�710 � �/ 1wL�� ;V� ecH �G�7 : '� OF CAL wlTu►l GATE :.� tl[•NM FM Si•It ET 51r� LJpI s , T- SGf-'I - PIt Of CAL*Q• p �F RJM mossam�,,, y,o EQ _ � _ �s�U L� ro. B DESIGN GROUP,INC. t�N PTB p T t=0DT1P1(� I' -` L, °4 U P, CAn4c. . FSO L wwl.�.a AM ureas AMCOM�I.s CHECKED &AA:LOW" ..«i..� Iq•I O ��/E �'`1v+E S u fRT twu�E DATE .w affmam "�"" ` ,oy HARDCOURT LAYOUT No SCALE H LICENSE NUMBER FILE ,rW MAW JDWr SVC Dow Ir wrtowAL "~''�" S. "�""" t CITY OF RANCHO CUCAMONGA iACIp,Y M'[LO[O At COMMUNITY SERVICES DEPARTMENT PARKS DIVISION [MO JONri YCu1,E0 Q Q rrI AI1c"-M wwr S-N r=i°�•s. /,•o°°Alr ftm \ \Irpowr WAK ELLENA PARK CONCRETE .,-.,. �I_O1t'Att� �a� . PREPARED BY. PREPARED cr,r4. VICTORIA VINEYARDS SOUTH N••IA.Ii•fLII i/MA /O�IIOMAII R1°"L I,ff•l[E,Y www.....n. ,. ,1:°°AAG1•Ir 1AlK• foolAN.. • :.ro:;." .. A1�H END I'�TI 1VG� K•C I►. .. V.r oo«e°frf .f••[ �Q" 4'-0 N I7EE1� Sh1EET TITLE I P" ft • o - LEWIS H011f-5 CONSTRUCTION DETAILS f I'Ci „IiL••l•r0.»[ •,YAMp1011/pLI 115G H01%TH MOUH AlH AW/ . ED APPROVED RJM UN-AND, C'A • 9178 DESIGN GROUP INC. DA P p C T S MANA0EER DATE g-Z'f-9O by. CRY ENGINEER PLANNING AND LANDSCAPE AR A ED ' l sr L"EAMM AR su1 R�.wno�l v�yo,C.A. ►ul A 111 lYAfli 1 DATE O DNCi OFFICIAL 'L' i SOFTBALL DUGOUT/BACKSTOP LAYOUT NO SCALE (GA Al � E TE MEMO MY PLANNERNO. .%� SHEET 8 OF— v1 ' 3!O h1dT� : SE',E L41�1`iEt�T I I PAD I II �-`l" LtGrt Ff' tit a /+ND 0 5GHEdU L e- , 5HT L-13 14 - I -Co ,pr.c l� goy,-�-ctrl NOTE. I - 'I 5'- IFctv1�1 McLJNT�ll4 FtIQGE I II I u I I I — SF-,� LE L.- �• T� 6 • O tori IC-l< YE�2 "H IT`S CT�I1�CL Iz 1..1 GH SNG (IZ r10 UNTI MG NT SES U II' 40' �- �x.�}• S+-+T. L 13 Eol2 FT-�, r.+ t L M e I 0 3 E � �L�1�� f�TAT1� q "O � � 1� o ' E(z-�-i oR w�,.rr- curb �i ZE; j ��J F f�'f °TRU GT. 1:NG • �' �FAGTUf4�f�S - I BuGLa - IS" 13LDGK WALL _: • • • '• ►"1EN 1 Ol`�S MoU rJ Ti N` O� CoU..JM N, • ' 1111111 L IC*-O- ADJAc�N•T�•• bU 7' STt�N 1= TR-b W�•ST t,.JNTAI N ti . . . X, EI Z n �OTTcri vP 19`J� T ( To G1J tz$ Olt WALL -TROWEL. 1N^TU f A L_ C C3LO . . 5 U 11't'�'ANT ..-•I., ' �-5" •=• 110 4 5L,L r'i T E3L cic I't tcci,Li m �oI3 ILw I .. � . O 1` . ': •. r Y • '• . . : • �U� AP-T STS d "� " /V�f8 _ • •• _ .� L _ L_�. • . AKN 7� 1/�L - ---}- - — .�-- LIC Ali V�lAST� C TAIL' -R 7a G4 At- L �� •• I ' I :•I I I I I: ' • r• llc T-�L.E dMT `OD r >>� -,v st. W/ t _ I - '' i I ; ' I I I •: k^TuR�L. c goL-t's A•rJ t� I,A� s-n.lvs. j ,. I I � ; . : .� I I) • ' ' ,• I 1 =1 t I I t.' 3...� In I • • 1 • ' G� m#100TH 11sl I�L.E o &44p i``tl N. I 210 -x 6fz Llr GWLL t HT AP JAc 'TO W • L (/�J y�../.�7 SL�b ?t) M 15' WiOTH !'�'( n QUICK. CIF-F-111= rl•1 S E C oN N �R >=x ;T IQ 5' 1..�1Jr3T�•� 4 °'TH �^VGxG -G/G _� Z - 'L8T' i�1GN IG 7�1.� �T trxT1 oN5 of CONC. Immix );012 bUIRA A$1- sToHE W M IN GLs� WITH N � ' •MIN. 127T,64-) L1 GNTI NG j T!G',�+•l Ga�iTJU N�Iz� • 1"�-D I�1A5m OTE: I (q" . GOtyTAIN��- LOCATE BARBEQUE GRILLS DOWNA4A - 't''i�1 UM �r'I FIN ISI`• - NATUIeAL 41eA WIND OF PREVAILING WINDS ' CONC . 6L�8 To �5 CDNC• W�-K- 5L� . • , B C L•IZ a II t�, oGK WP�I,L 2q I_p►•L '1 H X 2t o 11 G oMSrt: PLAN !'�R I�y�1iT WHERE POSSIBLE. � - Gof�F I G U��•T1oN COLOR - I 1,, TH 5� sH T: s 11 >�T: G Ttx�L.AD •1 a�`w+T rckic T^Ne �9No A*.+Ic) X55 G�Tt'd L G, �T 1 FOR CON C. 51..1 i�pT H c 1RaNT*T c* or Tr pl_Ezr L-5 . AN0 REIN F;0 R-0 Its{. T19AsN PSD Aci✓i�T" TO K DOUBLE PICNIC TABLE PAD NO SCALE A O TABLE/BBQ LAYOUT @ OVERHEAD STRUCTURE NO SCALE (BA IQ LIGHTING ON CONCRETE PAD NO SCALE C �� �.r_ p1ZJN�lh.'. t�•fH-t�+N I_o n I-oll QI-o11 ' �"��• Iia 3- Ou of GOL-UMN "1YP _ I �"a �T�R NOTES' ►` --s 1. SEE SHEETS S-1 AND S-2 FOR ALL STRUCTURAL FOOTINGS, mwtj ung YP• - • • Df?AIN GIMP tDeN4`� F'�' '``�TaN REINFORCING, DETAILS, D NOTES. RE NG, D LS, AN •4„ I I' MG 1 7P4 kM1L� i - -' -- - x4 'LAT�T�15 2. SEE DETAIL B, THIS SHEET, FOR LAYOUT OF PICNIC TABLES > I �. SI•tt' L I•j �o� 1=�1P Sc.I•I. - �i10 O.G• AND EQUIPMENT UNDER OVERHEAD STRUCTURE. V�.flUX �G�1WI -- - - - -- - — ---- :•:•:•:•:•:•:•:•:•:•:•:.; J XX 3 FOR ARBOR STRUCTURE SHALL BE OLD QUAKER ACRYSTAIN - - ::::: _ - _. .... ._ _.._ - 148. SMOOTH FOR ENTIRE � _ � 1"IpJ'iU�G�URING I I # •'��.':':� SHOP DKALvIhtG Foie COP+�G _ 4 d �G! �t,Iti+ -MOM INSTt��GTIU•I • 4. CONCRETE FOOTINGS TO BE CONSISTENTLY •y r, ``::: :''� H m I SHty - -— DEPTH OF FOOTING. ! I. I a ejwc . o ..moo _ 1 .• ..s„ I III STRUCTURAL =i - FILE ALL BOLT ENDS FLUSH WITH NUT SEE S UCTSTRA J , __ I ENGINEERING PLANS FOR ALL TYPES OF FASTENERS AND \ I Su II -►-i-� CONNECTIONS.- 4-0 6. ALL BARE WOOD TO BE TREATED WITH PHENOSEAL. 40 1. ALL .UMP BLGYI�1 11 Col_L.MW- -_A4ALI_ 6E '��" I WA1 E 4'91-2- G RVA-5 ez-^ 1 S N ISH E� P�1P F)-& NTEt7 TO i'1ATcH =AMISH PZN N P46H SL.uMP�D hL.oG+� CoLtJM� T E�R�STROOH ?.,U a. �1�. II ' � M 1IMVI}2 '.;rjN avtib -II I I�III SIL 2 Z } rlerr_'Allis r--)Mr) .- _ 5EE 51-�EE'�'S 5 SEE SHEETS S 1 & S2 FOR ALL i v 2' g*YONla suMP u. '$ STRUCTURAL ENGINEERING AND �GINT�NC, I.�. F° STJe •5, CORRESPONDING CALCULATIONS. Ll =_ _ ---,IN>�p�Car16, coNNS�iTIQ N5, 6TG. f°Ic� 4. C.I ✓E«- 012 �.. V2, caRu�a.r o. SIDE ELEVATION COLUMN TO BEAM SIDE VIEW 4D `�,Nps�Ap- ,� �c RYAN 7 �° RrNY 4- '-ole ��' �o �y J � �•/�8t DRINKING FOUNTAIN & SUMP DETAIL NO SCALE D �4 P05T ' 4�,4xIra adMp 0I.CX�Ic ',� �,.. ` �s� * DA7 le 2-7 * . - �I SEE SHEETS S-1 & S-2 FOR ALL of coLuMrl Of GOI�.JM� 81x4,XIG"SI_uMP e�l.cot� Of cutrt� 4`` �, L STRUCTURAL ENGINEERING AND t �_ou Il It CORRESPONDING CALCULATIONS I�x 4 x 16 51.1JM>�� �I.acK 1 U _ col.0 rI CoUJ MN S -i fit• �Q I I AU� SLU I`�I'f' �K• 1-0 Tyr. 0I-G I� � M�T-H f U5T�oo1'r1 2 - 14,K 12 ��5 R E V I S I O N S FOR Gtr USE ONIr �� GATE DESCRIPTION APPROVED pr1T1Al DATE 121uVISE, VF-TAILs,• TO �- STREET j.. {{'�� DUB •••r�l1-4 0QC1FZ0,f l0NS, 'Pr WATER SEWER V 12 Gi g•�j�I�e4A ;5 Vicvlf 01�Hr-`lZs GRO 1 DRAIN TRAFFIC f11�ISH ZL.IfaFiAGE FINAL CHECK 2X4 Fti°'FTS to II a G• 5l-Ut1�EtD .K R W AS CONST. -�� _ �� -� - —G'OP�'i. f�T6.- SEE GETfJ L cj, SH T.S-1, THESE PLANS WERE PREPARED BY: FOR PRIVATE USE -1 �� �\-J `J' / E JnC �J-I f�FZ PI.L `w+-` IMITIAI DATE 9aT DESIGN GROUP,INC. ORA" _._ -.._-___. F2E I rd f'�APIG a s!i�-•U MN PLANOW AM twl�c ut,�r@CT l CNECKEO PTB u.wrarwm�rwf�e.�rrra� - 4x8 > R END ELEVATION COLUMN DETAIL NAW�LCENSE NLR PAX I - OVERHEAD STRUCTURE W/ SLUMP BLOCK COLUMN F CITY OF RANCHO CUCAMONGA - 4x8 p�Tt�• COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION eLLJ Myo PF �A tD �C PREPARED BY: "`"'"'E ELLENA PARK Bwct - coUUM� � VICTORIA VINEYARDS SOUTH • r••-}'►�I ✓ H`�1 1E✓ SHEET TITLE 1156 NOfzTH 1'MOUNTA AVS. CONSTRUCTION DETAILS - —- U I L•�'1D,0 C•� • 1I I T45�v R TM ED APPROyED - . i�!! 7. - &,C DESIGNGROUP, INC. DA _ T SER SMANAGER DATE s-3a _y, ry. GTYENGINEEA PLANNING AND LANDSCAPT ARCHITEC1VRE �- APPROVED rnrus�••••••.sots» ION�10.cA}IMI(780 nil-UK DATE B kMM OFFICIAL SHEET MiON L 6 pF FRAMING PLAN @ OVERHEAD STRUCTURE NO SCALE E DATPPROVED aTYPLANNER � NOIL7. SHEET_5_ OF— Y on SEE DETAIL 3, SHEET S-2 FOR ALL 4 ^rk,-w^4, by Tw ppf;&,c* ,,,,I STRUCTURAL FOOTINGS AND REINFORCING. V r�IssioN 4 THE 011 6061 REFER TO CORRESPONDING CALCULATIONS. 1,at s1JI"110"CE 'IbcT / ACJ ---__-- - 'ELLENA PAR $'°•t't Y OF RANCHO AMON(3A 4;'N • .1 M��I-- � I , rJ1�J•�- c�sT ��-r�,�cE avrJc`Rl�r� r.l�.�. ,` �Y I . 4 t t�TTE14ED wIN6 WALt�.5 b,TTIM AT •TNE 90►MC At WL - A& iG�L•o�% I.I.,I - �—-- —— i"�1.1. I.ETTtr , � '� Eta or Ism 1ma"T'hl�►lL �R,pt� I h VOUMENT �6N 1, eE 1'iBCZ5dC17 �""',` plar,P A�'NT r�.L o sim"I Isn • L•� �.Jv, 31CMI i . iRCEN OIT4 '• G , �— - • • it , u T�cTt� ToyaE i 5 '-O t. , n N �.. 19�o�/i f5 GI .• s-«rt..r�: Z., f FORM use �cl�MPLY W or _,' _Y TY• �'ct� •�ut sue�cm�ve�` '"' YV 21'�O -t G t-w4�' �wnem w m WMve1�c�bd4.,o NoTc e�s3t" 1�"ER Tb bETNI.Q tIEETt51�R V�i'I�- t=1.�nI I.liFJ�.1 / �C� w+►Y . I I �z' GbNT1�'�G��O1�� 1/ PRO �110P EIkV/'�11pW � !?11R'( ! '' • 1i N ei• ' = 1 • - �_ �� «�M♦11wt<. ,,,�,+ A&L me"ro He x%406 , ftR >a�� 1,44L is �� T• ' 11910Nt Mft r�cporw►Zs• 15.� �A4 3 ENa�ICGt. Itl�t O�tL�s. ,�pONT4�c'ToR 1� P'Ar�1t7E trbp t' ,1 S�T►otd a �- S1crMsE �Fi cc (excEPT' Mv�J X1+1 Cv1�IC I•Y'iLl.� Z1•Ir�J.I. jED W `T ;WM ITCNE' G cewe o 2we 'REMOVABLE STEEL BOLLARD 3/4"=''-°" (A) MONUMENT SIGN — SECTION/EL,.EVATION NO SCALE CBJ MONUMENT SIGN — PLAN VIEW NO SCALE C or- Tvr Lor �v NOTE: ' Il�hl MoUNTi°�IN ��E 'splcl N� TOY'S' IIeoN MoUN1'AIh Fol�� SEE CONsTIeLIGTIDN .ALLOW A MINIMUM OF b'-O' gETLJEEN Al.d• r-�- T ,�-t-v SWINC•is�T , INSTALL t'Et� MAN �� lAY4Ur Or TOT- LoT MAY EGtUIpME�1T AND THE p�J1,l,DoZE1Z MANU FAIUV-S9'S SEATING AREAS• D�JAGENT GONGI�ETE Sll�� PtNf� '�' Cor gi• wHAl-E "E.GOMM0HDAT 10 HS mow 511211? �U 10- SEAT TcTrTEft , 5EE GON5T)Z1ZTION PLAN FOK TYPICAL HOF-SE- T I N sTAL L MP, MAN1.J FAC.TW FEJZ•S VI 50.09 J NCv- 12EGoMM NtwT1oNs> 5EE E fNGINEE JN( CAIN& PLAN5 F . oUNTAIN Foto E `KID ,I=3UILD�I ' �>� M NAGE IN TOT LOT AJZEFA• MOPIFIEP TOT PLAY 5T12UGTURE3 TOT LOT SAI�It� 51�EGIFJcaTIONS: INSTALL 'EI2 MAN U�,�GTU fps ALL 5m p TO 13E I ro �I l l�• .,� .:� ToT' LST• _ IZEcoMMENpATIONs. - 5ANP Mu5T CONFORM TO SFLTI0N ?.00-1.5 °�o• of STAIVt�Al21� .I�ICAT101V`3 pU�l-10 Tod v� ..orlG, 'G� Ycr� g -— —-- — — —— — — —— WOPII GON5TF-L4c,TJON. S, cit •L-E I� ,yT� Ti rk 1-011 •v I •`�' �LEME�JTA Y PLAY 5T ZWC TUIZE. I N5TA.I PM V�i s w `• /• ` ^� I`t'1ANUFALTUW-K'5 PZLOMMENCATION5. £ FA e I SLIDep col LJU \ I 1 ELEMENTARY PLAY EQUIPMENT — �'` SEE vETAJ L P , SHEET L-SA I Cj ISN C�IgAt •_ - w'i�E SLaaHy •� ,;.,•LIE Cts 51'17. 1°l At�1 ( ll I ,,� .. I 1 c>rlrlvr�K QHS Q •rA� � ,�. CoNG. 1��/I1-1� ' TimN E{.- . CWtlsfA i J,>KAIN5.AL•IAY FROM mAY 5T1�1.IG1"UJ- ' ttl�,cre ' W, g.c_� GMAIhI F,6"IPMENT r�oa NC�s, (2 TATA -) 1 t CONC. EDGE W/ PLANTER @ TOT LOT ,c.Ft �,F I �cN gi,IvE .4� o«-��M`� N�.H , '►r ' fit' 11111CCCCCUPL-y , ti ' �CUM"K -� GbUC3L-E , �y},I'�4'L tI — h , . 1„t I VL 1 +� R E V I S 1 O N S Fon CITY USE oHL� FOMEL- , I — 1 ALL DDCK HEIGHTS ARE FILM C�I�ID I"M. • f�=R�• SLIDE. .. . 2 POSTS ARE IImICATID AS FC$LC�T.S: DATE DESCRIPTION APPROVED w�Tu►a DATE f-AFFSHCRT POST (617-1/2") = S / I vlsr- UT ,spa. STREET ' I ' '�C :�` ' ��' 20►I' P�S'I' (104") = T_ U t2tt�EVISE WATER SEWER t ` / 111(WHEGL � " •A 3-D :TIzANSFE.K NSR P Cao a DRAIN f. ; ?TA,' • ) �/( 3 STTAIL U*WUM TE MkY BE�(AT A LATER TIME, STANLAW S ' TRAFFIC \: ':: �` j ,`STr✓P `' .y ri�nNs E O ��' Q',y�� ���'�- ' POSTS ARE REOCM�ImID THROLIG 1C M. 1�lOS 4 FALL AB9 GFCLM 03VER IS STRONGLY RDOCtr MENDED UNDER AND m w c►+Ecu �►- J _� / �� IL � ARXM ALL PLY I�TIpI U. 12" XM. DII TH S M I SID IN THIS R W �`�dt„_R�.vt '����, '•' ..� .\� •• "i� Q�. Q �1�A��'9� ARF . � As cowsT. •� (,"4 .•. � --- .-t�1 - 1 I�•vE I '� S ALL POSTS ARE CH 4 CERMtS, EWEPr aVEWEAD EVENTS AND S fDCS, MUCH HAVE POSTS CH 1215" (1�IdIWS. DD9MIONS AND THESE PLANS WERE PREPARED BY: FOR PRIVATE LSE -� _ SPE7CIFICATIONS FUR ALL Q1�QdENTS CAN BE FaM IN BMH THE DT ,, I I�BUIIIDERS CATALOG AND ASSEMBLY INSIR[JC'IZONS. IN THE EVENT' rd M wITIAL DATE TOT PLA EQUIPMENT *0 �'� of amnicr, THE ASSEMBLY SONS S iALL T� PR>��E. DESIGN GROUP,INC. oa,wn+ PTe ,(� * O * f THE IrD�fDM PIX0801MED FALL ZONE AF411= THE ENI<II�E PLAY �_�� CHECKED �� p;,. \� 811E).'U& IS 8'. THIS ZCNE P&W BE FREE OF ALL TRIPPII; OR NAME QATE s> VET-All- o� SHi~El" L-8A, 4 CA�oF�l�` aocLrsloN MUARDS (TREE ROCAS, RD=, B=M I'IATERIAL, ETC.). LICENSE NUMBER P&E A I'@(IMM OF 12 FALL WHE KM BE PRIM' IN EFAM DIROCI1M MM MN � Btu AL SWM.MM. CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ELLENA PARK PREPARED BY: VICTORIA VINEYARDS SOUTH LAW fS �--foM�.S "ET W1161 1136 t-FORTH Mo 11 N TAJ H A�/E . MP�NUFP�GT'U 12 'S KED-OP1I''1�1I� P'11 N I MI- ''I CONSTRUCTION DETAILS IJMA4P t CA• 'J 17fYo FALL. AlzF WUN'4I2Y AIZOUNP I FON D APPROVED MOUN TAI N I'OK&F MAY 5TI2UGT�I��• RJM �T � � � a"Q'IMrgN•T7�J�( W- YIN. FAT-,7a , �_�.. ,� &,,-- 31479 DESIGN GROUP, INC. - . Y SMANAOER DATE $-i _�4 Py.CIT YENGINEEA O TOT LOT LAYOUT NO SCALE D .. I ""'��,I� DATE APP �° SIAL .LZ OF .1 APPROVED • DATE T CITY PLANER SHEETOF- vi ,1 , m 11\ o Gori. Mo SRI P GCN TirJ- '-OI I Jd - (n lZr x I L". SLU hFW 13L�K .CAI° 0 TiriowFogm !G:IvLoom a Gt:NTg� 171 K� 2170-7-r, E31K� �K- FW -.- - - ' 1361P -�.•� IN GoNc . ICS_-, �� i? G toll 2'I I_ II YbI`� �� �t :,: d-o" 12 5=2" Iz" Of / - I IcFz'To I L. in nn rn r w LEAVE �z- vF�T1CAL SC' F L I N I�5 FILL Z •}'Io LES rN`I D = 4 x 1(0 B^'SF• oP }� '.SEAT b� G�r1T�l� I�'I 12� GONG. N 51LL1M 1° WZC.K WALL Tom Wal_L Tb AL1Ql•�► C-aErIEF�•L_ wi r✓MctJT _ 1 12N O: (F- tK McTAL ftNCH GF A IEEp�fil _ .sEE DETAIL_ {3, SHEET L-5 x. Fig I3ENGN ATUIGHMENT� ` >; 1�F�Ri=�AAf IONtou I p.co• ELEVATION cp` :45:. . (5.. . . BLiJ� M)✓ L Ic l-1 r1�E� a 12 t r ¢ PLAN _ w aD. - ,, �LI� Tor oP INGH - - _ Io 5E^T' ry tea° aF K '(AJNINI6 II-�- ' errLl"'i6 SII IUII 1111IIIIIIAt` vt rJb - � i�TTJ c, �,�, GoNG•131Ko sSEE DETAIL SHEET S-2 FOR ALLRACK r. St �- S• - , FOOTINGS AND REWFORCWG SIZING. L.�Nt7Al'E GST, II � _ �� . 10f x 4" x I6" �LIJHrW �0t< Eot2- FF_V AL, rY1° �,�- • -; �, �,�I - IJ �W = ;�I II -iIIIIII i't 4 IZEl3AIZ. ��pI �­j F�• Lc,�crpN. = IZ" CONT. CTY'•� ° P��I� L.s etJ N7' GONG. SLA154 1�TI NQ5 _ Z w t_SR RT . . - ._ - ... P�ItJ�t IN6 �Ni� �Trl6 1 r �--`• 1wfK 50IL5 o1Z'i- Rs< 1'I" b11�1 .N 5 LN5 � STt C T�1 RPS- :. . _ DkTiONS- HMUM hIM aN5 WN td61t�IE��Z. E LDET; Z 15HT 5-Z 1 r CAJT STEEL- �tJGH POST Ta 9" I.�NGTM A*C Ser Ito 1 cd P T Q2,ok i L � UrlmAR ►t.l.. j Imo? of K/^L1.. 01 O RETAINING WALL +@ TOT LOT NO SCALE A I BENCH ONr5LUMPED BLOCK, WALL NO SCALE• (BI BIKE RACK NO SCALE C 4!12,_,r CdA � -SEE DETAILS 4 6.5, SHEET S-2 FOR ALL GENERAL CONSTRUCTION NOTES 2.11 C-P -caoK To M^rci4 FOOTINGS AND REINFORCING SIZING. SIurIP elpy� ``` 1. CONTRACZCR SHAT, VE IFY ALL DIMNSIONS AND CONDITIONS PRICK ZO ZIIE START OF _ oN CxrEl'tldR eIr£ oNL; �► r ♦c,�W a CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCiITDCT OF ANY Tom-ow . t`-T- J° TRP5H P5F0&A L t DISCREPANCIES. 4' code.ole �il.o Tl7 DRIBN I 6'A'AX 'sWr+P 2. CO[�FIitACICR SHALL VERIFY LOCATION OF ALL LR'ILI'TZFS PRIfR TO CCNSZRLDTICN AND ..L_..--1 a 3�L'eil-/�1♦J W 17 _��,�. SHALL BE HELD LIABLE FOR ALL OANAGFS INCURRED. CaI.�R�rhrGN . FaST�+ ft a: �' 2D'I 3. CONTRACICR SHALL OBTAIN A CURRENT STRUCI[JRAL, SOILS REPORT. THIS SOILS RF�ZT p JOI NT' " - WILL SUPERSEDE THE CICS AND DETAILS SHOWN ON THESE PLANS AND y PA ES. LX 5�Urg11 ` � 'c✓l-� �R�a.He�.✓Y �.1,`rRr.f 7z'�c LY SPECIFICATIONS. d-o' r O1 TT f aL c �`nN° ^'+r'�t1° 4. ALC., FORM AND AL.IC�A'l Nr OF PAVING AND WALLS SHALL BE INSPEI= AND APPRCTVFD BY © G �1N5 4 �" �•�i WEA - w P�IAN6 O SPRING UP THE COMMUNI'T'Y SERVICES REPRESINTATIVE PRIOR TO POURING. CO[J'I'RACIOR SHALL H h" Fr�l v- - i 1114��•vc x•l r w ¢ STRUCTURE NOTIFY CCM XITY SERVICES A KIND414 OF 48 HO W PRICK 70 THE INSPECTION. 5= o` CONTRACTOR SHALL NOPE AND INSTALL ALL SLF'�� AS INDICA►TFD ON THE IRRIGATION ' ' " :•cv% T = f Mlcu ALL O 5. '� 2 ? - 1- aaTw� sTco 1�to �Z ceA s PLANS PRICK TO PAVING. PLAN VIEW tsaculte" Yu FRONT ELEVATION pIIK, I � Q AT144H S)hEL ItiST Z &LOCK 4`<AIC.J+b �. � W A o x s"Ltc eol rs If STEP-UP STRUCTURE 6. REFER ZO STANDARD SPDCIFICATI(NS FCR PUBLIC WlX2KS FCR AIOC�TED STANLPARDS OF art- - ,,�a�w ��I C�,o �11iSt vs s I t ac. _ 1((j MATERIALS AND NC001ANSHIP. Nv 1 L..• �� AbV I I IOL AL, C,0f� JcrI0 � STEEL_ 3x3K1815fbST-WELt7 I�. - q fi1tJ-Its _ P�T�.IL.S O>`I -rHE NP-W PLAN SF•IMT pl�K CPP t IzAtAo sMaoTH, MLL f knT u r l C2.n T v SI.IJI`1 P '7X�s Tt r1..N•�.� C_-Ib T�v�E -_ - � 7. I+OFTSIRIPS STAND ALONG PRtJPIIZI'!i LINES 9•IAT3. BE S'IRAIC�;T AND Pl�cicE]cT. I'x%' wx sTxlc ew•ctN� _41IJI '�" O - I ALT 011HEt WHERE A 44UPRIATE. Li�� b D TO THIS �'LAI`I �.�E�' GF Slo�orl�Y -- _ VIUS>✓D ytZ�.WIr4C�Z AS I°AI41- O� 0 IRE�IISIoN�a/ ` SPRING UP SNAL 1Nc_,qT L A j1!or A CFADUAL CURVES. At7�ITl 1'IS� SECTION STEP-UP.SIGN l() T � 1 8. ALL MCPSTRIPS BE CONSTR)CIED IN A CLRVILINEAR 14N4KW WITH S DOI1H D .I►- a',<�' Ntrwto+Ir 22 GA. CORRUGATED ITL. AND STL. It�IC?►T1t TNS MI NIMJ.JM 9, NOWbMPS SHALL JOIN ALL WALLS, WJM CR FKM AT WP ANGLE, LUIS ITT r*KG CY 3TA NLZY TOT-,L W�1� -ANGLE GATES W/ DIAGONAL STL. BRAKING i ) F2„ SPECIFICALLY SHOWN DIFFFIiF2lILY. AC•1E Cf Iravl f°I�ir 06s, eS rbST t cw-7c rt>.ME SUBMIT SHOP DRMWWrGS FOR REVIEW. Q10. STAKING OF ALL MEANDERING WALKS SHALL BE APPROJVID IN THE FIELD AND ADJUSTED kq Y ITICNS BY THE PUBLIC WORKS INSPDCICR, HW_1E DETAIL ALL VITAC;OURSE EQUIPMENT COLOR TO BE BLIP. aMMu r� - RM*MSDUATIVE, Aro L�i!oec�LPE I - I E 11. Ri�K•R � CIVIL ENGINEERS C�iADING PLANS Ft1t CONsr�-rICN Clc THE PALiiQ1�IG LL7I' ` As TRASH ENCLOSURELA�tLl D CoNC. ,FhON NO SCALE D EXERCISE EQUIPMENT LAYOUT AREA 1 Q NO SCALE MVING, ASE � Am `SES' 12. COORDINATE WALK AND TRAIL CON10 ZCNS TO F2UM A MEIZ i MRM6ITICH HIEfRI M SEE DETAIL E, THIS SHEET FOR AREA 1 VITACOURSE EQUIPMENT LAYOUT. "`� ` ° I0"' SEE DETAIL G, THIS SHEET FOR- AREA 2 VITACOURSE EQUIPMENT LAYOU T. 10 ZN 13. ENvNEE LscHrs �` FC;t ivc�►TICN °'�'" - awt��R To ��TcaL �w ENGINEERING. ALL VITACOURSE EQUAPMENT COLOR TO BE BLUE. °� - - . 14. Rg'FR TO srRvcic�RAL, >�� QtANINC�S NO c�t�►Tlctcs Kitt Noao vva�a0 At�D - i T -f•� IUCD SIGN WALL C011S'fltLJC'TION. (sem cc+kr .11,15.Oo* (�I•G S� CALF ISOMETRIC STRETCH 'SOI.IAT 15. DUfIRAC1CR TO COORDINATE WIZN TELEPHONE CCl�ANY FCR INSTALLATION OF 31L18-Q1T VIGN O SIGN FCR TELEPHONE IMM SERVICE AT CONCRETE PAD ADJACENT TO RESTROO1K BunDING. I t'pg^ CALF STRETCH STRUCTURE 16. CONIRACICR TO COORDINATE ALC, L?rILrTY DiSTALLATICN FOR TW RESEROM BUILDD G MOTE: ELFcT1e ICAL CoHT�1"o 12 s 181_ ptI rip'RdNb LIQ' G- L-F s1 1 +'f' kTni OTHER CONS RiXTICH OF PARK ELEMENTS. 'bT�i' 11� SIT Llr' F,�sfbNSIBILITY -1-o MAKE AN I I �j j. InU I TN ,I 1 P 17. ALL UTILITY CABINETS ARE TO BE PAINTED TO MA�i IMIERICR WALL COUR PER cl _OKI P4" W SEMON 86-2-16 "PAINT'ING" IN THE "GREEN Boat." P"FRAGAT10H -r'o EDISON �C ' 18. ALL vrlL�rY wOmc TO BE Q7a2DINATID WTI4i LOCAL vrTi.I2Y Q1�ANIFS a�aD, c�'Ts, M F-T� AND C,00JZD 11'IAT-� I T-'S �I D SIT LP PULL LP : SCS EIC. AND INSTALLATION SHALT, BE IN ACCORDANCE WITH LOCAL ORDINANCES. f STRUCTURE STRUCTURE .A RATION TO BE NOTED ON AS-BUILTS. I WTALL A T I O H. • • '+,.•' •. N ALL CONCRETE FOR THE PROJECT SHALL HAVE A MINIMUM.ULTIMATE COMPRESSIVE •ti+•'•..,h , i '•. ;'• 411 pM STREI.3TH AT 28 DAYS OF 2500 PSI. • •. ,.•� r,.. R E V I S I O N S Fon CITY USE ONLY O _ •` '.:.+':• I � ,p�� DATE DESCRIPTION APPROVED INITIAL DATE .T.�� '`• '.'. `✓QIJi� rM+�'IT �"• rl�> I� Q 1 I �IS7✓� I�'L- STREET =- T' • .• 1..�.Y0UT d" 5QUi�t_1�1 `oh!• PSA PER •� •• • •,. •- 1!� I�lU�.AGTUREFZ' �1"1M EN D�TIOI _ SHN- INSTALL. HFH- S �tIAT PANS SIGN GU 12>✓ G WATER SEWER SII t „ti,, •.'. E INpI CA THS �pNDSCq O S GRD 1 DRAIN TRAFFIC SIT UP SIGN PULL UP SIGN M NIT1i.lM A O� ��'� Q� Q.RYµ,�► �, FINAL CHECK •• r ;�•'"�.:,; GONG. MOW ��P �I'v . WifI I ). EQUIrm544 Us S. �� ArAN ,� .. ,`� y O :;,;;, ',•�►• •:.. .:• :.:� a-�o �� Arc. r?• � 9�'• R w ' hK � g • . . . . ? � -4 AS CONST. • �7 �u . . _ ' •. GOt� t�It7E1rS�P1�K 1T I + t O THESE PLANS WERE PREPARED 8Y: FOR PRIVATE USE RM INITIAL DATE ' •• I10 rt Jl DESIGN GROUP INC. ORA" PTB r ALL VITACOURSE EQUIPMENT COLOR TO BE BLUE f' WDEF,C D sr4� °"` +�� 'lE O1F A��F�`�" �„� CHECKED 0► CAL* NAME DATE EXERCISE EQUIPMENT LAYOUT- AREA 2 0 NO SCALE (G] L�cENSENUI�IsER RAE VIT>hcUUMa %"KJc; Ut�G, CITY OF RANCHO CUCAMONGA 14111AI COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION I _ COAST 1 REG ATl01`1 p ' PRO CT NAIItE E LLEN A PARK eoBZ S.E. Isrt'o�. SUIT1✓ I MrAFMP FOR • PREPARED BY. VICTORIA VINEYARDS SOUTH CONSTRUCTION DETAILS • NEw p�T" �Act�, cA 924ro LEhll S �-{,OI'''I•�s (714) 553 - 8OG5 11% NOKT+-I MOUNTA AN AVE . 1 U i �bj GA • 91160 T �°�'ED APPROVED IN'STA1.1• �Q1111�MPlT' 1 }Zt:'f�'6 M _ I / %� I^j�����,�(�((� �jA•�• , � DESIGN GROUP, INC. • ObM LO*TY _ «rrE j'479 �+!'•�I 11 (v Ni/ 1 I DATE s-Z '�O �/. ENGINEER M-V4?GNG AND LANDSG�APE AR APPROVED SHEET L-8 !SF 13 s►»r w wAMI,Ati.nlre>z 7M.MIM10N v�yo.cA !MN I►MI 1p-7f1� DATE L s OFFICIAL - + VITACOURSE EXERCISE AREA NO SCALE (F) �A ED CITY PLAN IER DP.VNM NO.�- u SHEETIZOF V �l 1 (1 • . N ./Atlty...par t Mwi.r,.......ltttriltlas...............................GIKt......... .Iltttriti,.. .owatity...PIN,t 11,16W........N••ription..................,.............. ..............Mot�rtsl.... , \ 1/2'R 2 ►: 2 $ 11001001 lock edit hardaert bel 4 61001001 Seek •dBs kardowo b" v 1i-l'1-1.11 I10' Pest Yh cop, f/arckel live 1410611194 1110-1-10% IL'•0" goat rleap 4:/trtll45 Blw r.lvMle•f 4' OF COMPACTED w000 CHIP • co -( 3 ) 1 13-20-Q 4wra tterl ei6d mucked steel dock 111torol t 11.166.1-II /0•-0" ►••! 1+/• cap. f/arehee Slu• /s111e1Hiafi1l MULCH. 1rlAololer •fey) ctA/ wscked 11001 loci lextored 1 TS-10-4 Sower• vinyl clod pumn•d Most desk Textured HARDSCAPING (CONCRETE HEADER, 1 1;-3'-t-JQ Irll4tular treesfer Itetile Leiter TartY►el CURB k GUTTER. SIDEWALK. ETC.) FINISH GRADE ' I I at 1.1-l1-1-R 11'-0' Post 0/cap live 6110/11191 '7 TI.21•o Triotiµlar vinyl •led pueeh•r etwl disk Textured II I v t' ; 1 ?3.36.1•Jl Trior4oter transfer station- tonal T•xt•red �� ,,� 45� w I 13-I1-1-N 11,4" Pelt aIcer s1Ya 1i61u•fud cr•: [C t 111.1'(-I • S' visyl sled V*0 w/Mfety ratio tot Texter•0 I I 4 lr 12, � Q 1 13-10.1 JQ t-Stop tiofl Ciel star lack Ill') Y911oe Telltvrel . • '� > ! 15-111-1-1J 1 Pc d1l ride plastic slide 1132-3d' leer Rel ►olloa 6 ; 13.66.1* Is..0" Peet r/sa slue p� I z 4 1 15-tT0•t-[J loved tveael endo 1131'-i1• dock seep Red Valley ° 6�.t.••iled 00 ; . 5 ,� .::..A 2�. .:. »: ! 11-15_31-1-J torly tllakof f/31' Jack valley i 13-16.1-M 10••0" Post va'a•p Saw MlveRia•r • O� ►'` •'=,+`j: , 6 I 11-31 1-JQ Arched ckela Clioler f132-31' ttltoa 111turel 1 13-a1-1-M S••0" Feet r/sap alw Mtw•1eed Z Q - o t- , t 13.64.1-M 61-0" ►est vlsap #Use tiallrslNlaed 0 I o 2/o I 11-kr 1 Heck-to- t•' _ � •�.., -JQ TD lack Iters teller Tt><turN 4 i IS-104-1.14 tth•M •tire f/32"444" Soy Red %[Low •� ,;:•�•, 1 f1-201-1-1J lelpetkylale +6so1 o/lo«aa 1181111 Oeer 111 Tellw 1st +,,- /�-�y� ••� • 6 - 0 iL::r��1 '�`•r•,t. 1r •t r.�• rf 16PtrN►I $1iAL AW( ,VI"iI CW G44L - •�. - ��� I� 3, I 1-11 1-IJ Aaleel ►eoel brei Rod /eiloo t ri•111-1.14 bbl Nridellene plastid slide f/64" Mee' Ret Toltou • OIs Il 11-61-1-N 6' N arek stet t 1{•q+ •1-4 iltdiNq pale f/664' desk t•llw D' - 1HIo�IEL CVT EDGE COMPACTED 12' MIN. � � ' �S• SANQ. t M.lS•�-t-r !w lr •lt.wr r�Mt• d..tt t.11•. NATFA ISM D 1 ?ri•36.1.4 Arab •lteW f1460 tatlw 2% SECTION le r -�. •� - ! Jb''Drt,iL:f.•d..X.krs '1•claw ,414w+,/ I M-10-1-14 heel awated •te•riM wheel - we 1. Concrete walk / retaining Mali. T 16.23-1.14 Nh►atkyteee safety panel Net Mad Tonsil :xv M"044.-h -.41k NOTES: 2- 2-114 debar horizontal and continuous at iZ"o.c. SECTION 1 164.30 W' predv/e-desk asslsswe Boost 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL 3. W Y 90 smooth abawphered reveal. Nif 164-N A.64 ON M Orel& give SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. 3/8- win, tearing course to be PI once (800)'RoyaBlue* � _. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND ilLEND 4. #4 vertical rebar at 16"o.a. overlaped 12" min. available through Pacific Design Concepts (L'00) 3G7-7325. "", � ,i INTO EDGES AT GROUND COVER AREAS. 2. t'I•"Ie cushion course available through Pacific Design.(h^ S. 12" minimum clean plaster sand.' Slope to drain per Naivil Concepts (600) 367-7325. "'�r. ' + , 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. engineers plans. lop '1 3. Aggregate base compacted per soils report. Slope aggregate 4. PLACE 110 ktINCN wRWW A r 404*4 OF THE CROWN OF A WOODY P=LANT. i 6. Compacted subgrads per soils report. with surface to drain per civil enginewrs plans. ' 4. i' minimum wearing course at concrete.footing. MOTH: . S. Continuous concrete footing and key. r o walls or curb acaoe joina/expansion joints SWO ex"d down faae of wall 10 cap of 6. 15 debar horizontal and continuous at centerline of footing. MOTE: • Tap of we& or curb to bstwnt of ehmpher obeli he a soros&bowel fft@IL • A factor sales representative shall be present during the installation of the play surfacing to verfiy surface • Bouom of champher to ti"below sand shall be a medium sandblast finish. uniformity. TOT LOT BULKHEAD A TOT LOT SURFACING B TOT LOT PLAY EQUIPMENT C ELEMENTARY PLAY EQUIPMENT D MULCH INSTALLATION E LOOP HOSES �- 1" GREATER TRIM TYP. 1. REMOVE %. PSERI ;7ucs TFM•DIA 1 2. STAKES T.0 3E P,_.;MB AND N +r� ) PARALLEL. ^� 3. STAKE TREE PERPEN0ICULAR TO PREVAILING WINO. E l N v TYING PLAN (-•: �, w� (� \� NEW RUBBER HOSE OVER WIRE S � � *TOP TIE TO BE PLACED AS LOW AT POINT OF CONNECTION. AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HERO TOP TIE 70 BE PLACED AS ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH Ii CALV. STEEL CARL! SPACED LOW AS POSSIBLE ON THE BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. TIGHTLY COMPACTED r BERM TO FORM OR ALLOW THE HEAD 70 DROP. SINN TRUNK j „�� DEPRESSED WATERING BASIN. �� TOP OF ROOTBALL TO EXTEND Y i TRUNK TO ALLOW FOR WINO ' (� COVER WITH 3/4- DIA. X 3• FLEXING OF THE TREE. BUT TOP OF STAKES BELOW , CUSS 200'WHITE PVC PIPE. NOT SO LOW AS TO LOSE HEAD OF TREE WHERE 2 SETS OF CINCH TIES TOP OF ROOTBALL TO �� Ir WOOD CHIP MULCH.IOP OF ROOTBALL TO �K `� ( ABOVE FINISH GRADE EXTEND Y ABOVE SUPPORT OR ALLOW W SPECIES GROWTH HABIT PERMITS. PACED 2t' APART ATTACH WITH EXTEND 2' ABOVE ORIGINAL GRADE ` rmFINISHGRADETHE HEAD TO DROP. �� MIUN TRUNK GALVANIZED SCREWS TO r FINISH GRADE - NATIVE BACKFILL WITH No ROCKS V� •ARBOR GARS OR EQUAL W l- LODGE POLES. GREATER THAN r DIAMETER. {2) SETS OF CINCH TIES SPACED 21 12 MAXIMUM ((= PLACE TO FORM WATERING BASIN. TURF AREAS. APART, ATTACH WITH GALVANIZED TURNBUCKLE ) SCREWS TO 8' LODGE POLES. r DILL LODGE POLE PINE STAKES I - r BERM TFORM COMPACTED W `9 TIGHTLY COMPACTED 3' BERN TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, TURF TO FORM WATERING BASIN FOR 12' MAX / r DILL LODGE POLE PINE STAKES $' ABOVE FINISH GRADE DRIVE•A MIN. OF 6- INTO UN- RESIDENTIAL AND GROUND / - WITH WOOD PRESERVATIVE STAIN, DISTURBED SOIL AND POSITION _ COVER INSTALLATIONS. DRIVE A MINIMUM OF Or INTO (TAKES OUTSIDE ROOTBALL �I I I I I I- J UNDISTURBED SOIL AND POSITION fiMiiMML GIDE r BERM TIGHTLY COMPACTED I I I I�� I - 4' WOOD CHIP STAKES OUTSIDE ROOT BALL. _ _ " ULCH W PLANTER. ARBOR GUARD IN TURF AREAS AND BASININ PLACE LOCATED OUTSIDE OF ROOT @ALL • ` 1 -- FRONT YARDS. I -I� PLANT PR. `" I -I ROOT MIL I I h i46* TOP OF ROOTBALL TO EXTEND r �` - ► - 1- I 1 i - ABOVE FINISH GRADE. - I - - --7i- I =r PLANT PIT TO BE 2) ?fMES TNM -I I = _ - - - - PLANT PIT To BE 2 TIMES THE ` - -I WIDTH OF THE IIDdT BAIL I -_- - _ (I ( ) All TIGHTLY COMPACTED r BERM TO FORM _ ` - _ -I IH OF 7111E AlOpf MIL I _Ti jk WATERING BASIN FOR RESIDENTIAL AND !- - I I =R:r: I - GROUND COVER INSTALLATIONS. LOCATE NATIVE BACKFILL WITH i, R00T BALL I ~ AD ROCKS GREATER +� OUTSIDE OF PLANT PIT. BERMS IN TURF TWIN r DIAMETER T AREAS TO BE REMOVED PRIOR TO CRY ROOT BALL J I �n/` I ACCEPTANCE.SACKi1ll NATIPLAINT PIT TO BE (2) VE WITH PLANT F �( 1 TIMES THE WIDTH / NATIVE BACKFILL WITH 110 W v: NO ROCKS GREATER I L'?y I-�'i��- - I - - I I - ROCKS GWAW DW r THIN r DIAMETER. =- - - INE I_ EARTH ACNO R i �� ` • IILIj _ OA1ETER. ' 60-DT5 TOTAL SYSTEM MAaE vo c +oaruRBEa MAi11lE salINouA� _ V \ PLANT PIT TO BE 2 TIMES THE WIDTH OF ROOT WILL ` > ROOT BALL n NATIVE BACKFILL WITH NO It1101li1 a ' �� III- I 1 MOTES 4I0M - iM101BTUABEO MAiIYE , I - I - l I '- 400T ��00 01001 GW �L A* MK 1. UNTANGLE MATTED ROOTS SY LOOSENING ALL ROOTS AT EDGE ROCKS GREATER T4MN r WA or am ILL- 00 NOf CLICK 011007 BALL. NOTE,: 1. INSTALL GUTS NAND TAUT TO r PREVENT DEFORMATION OF UMBS. - I - - - I - 1 NATIVE UK UNDIISTURSED 1. REMOVE NURSERY STAKES I• STAKES TO BE PLUMB AND PARALLEL L WIRE SHALL BE CLAMPED OR 3 isArcE TREE PE " 111It10 CRIMPED NOT TWISTED. TOP VIEW TWICE ROOT BALL WIDTH REE GUYING 36" BOX OR LARGER F DOUBLE STAKED TREE ON SLOPE G DOUBLE STAKED TREE ON SLOPE H SHRUB PLANTING ( 11SHRUB PLANTING ON SLOPE m Tftr5 /5 It 110W CF1M.4- ty4w SfLW_ �D� � Ta 7 �j' = / twY� � AMT' O� �Y%SNYrI)S _31'-r�-t l cal. . t ?�T seI� C� 5 I/,--/ CoV£t2 , set M-C AND ONE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT �t9UNP C.41 •G1�R Q 3NEIcT FoR pV►W " TH ICK 1391 sr- DLJ':3r1- t +� • pzoT- REVISIONS FOR CITY USE ONLY OF CIII,I��Ot► DATE DESCRIPTION APPROVED INITIAL DATE �i�,.��t fu�u I U gall C LrL•_-. r '�F� c s STREET ATER/SEWE --, 'yam ;�; 'T '�S �i` �•C - GRD & DRAIN J 1F _ >� M ll TRAFFIC FINAL CHECK h 111 R/W a' .• .. V. Xr. caNwlT- PREPARED FOR: As CONST. ••, .• �O 31'/21 taT�.•� .r �� 6oLTS THESE PLANS WERE PREPARED BY: FOR PRIME USE MVITIAL DATE LEWIS HOMES DRAWN PAA Door- NAME DATE PLATE: le cy.c.t`tYP� .. 1156 NORTH MOUNTAIN AVENUE LICENSE NUMBER FILE .�-rt�s � ,. i. ALL SHRUBS AND-SPACING (TRWdGULAR)UUNLESS OTHERWISEND COVER TO BE PI DICATED ON AT �5 RFBhR UPLAND, CA. 91786 NS: SEE LEGEND FOR SPACING REQUIREMENTS. a PLJACITY OF RANCHO C U CAM ON GA L WHERE PLANTED ADJACENT TO WALLS. WALKS, CURBS OR '(Piled.) COMMUNITY DEVELOPMENT. DEPARTMENT SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL SIKH LIMPLANITSONE-HALF THE DESIGNATED SPACING FOR SPACING REQUIREMENTS. 7 DM --AMMrAVMZ NTS �AGe 317M fW D PROJECT'`"""E FROM . SEE LEGEND NELLENA PARK 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES _ CAM��N 24 'T Oif4pp VICTORIA VINEYARDS SOUTH OF PUNT MATERIALS. PLANT QUANTMES INDICATED ON THE .. -M - _ stl �� D�R1� PREPARED BY. SHEET LEGEND ARE ESTIMATES ONLY. p�L°g� vJLFI p e�{L� CONSTRUCTION / PLANTING DETAILS A ST RI.�T L4L^L P MG I t E2 RliDIt '[b CAita►TfWCrM RJM DESIGN GROUP, INC. DATE COM011I#11TY DEVELO ME DIRECTOR DATE CITY EIKdeEER PLANNING AND LANDSCAPE ARCHITECTURE APPROVED ��gA 37391 LAa nAMM.As.11Mft ae.MaaaW11 vivo•CA.9�7M1171N1q-7eN DATE B ciFFK�/1L SWEET LL-M OF 3 GROUNDCOVER DETAIL K ICK D UST L F W SSI POLE PtASE DETAI� M - - APPROVED � �,�„I,a Ia•�'�-tr DATE TY RIMER • SHEETS OFA �5— 5v A yyA 10 22 . ilillillillilljl 11 V i �l e VOM:: SM I F (�ATI CH PL11 j%LS CH f-: ' riF-14 PIAN sH>rET LI (ADME? To 7 10 A 8 19 THc;, FI AH 5r,--r Cr- VRAWIN4S A$ A - OF © RtV1S11QN5. /AtVrrlOHS. _ GENERAL NOTES Iv" l! 3� 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY ECIUIPMENT INSIDE P„QNTiNG AREAS WHEREVER POSSIBLE. (ITEMS 1 1v % KEN YONAI01 110 SI•iOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) IL ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE I ® 1r�" �" a 2 •` W* Y - VMH SPECS.AND OONSTRUCTION DETAILS.SEE SHEET NO. -to Q N�yd �� i n • I �� a I S. FOR SYMBOIL DESMATKK WE LEGEND ON SHEET NO. L-Io 4L WHERE PRESSURE REGULATING ALVES ARE USED,VALVESTO SE ADJUSTED FOR OPT#"PRESSURE.OR AS NOTED ON DRA FINING. • I � a I!n ® 1 , y'`� / �� I a '�"+.� ISc y i. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS.WALKS,AND ROAD- r —' " /� • WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. 1. • 1'1 •'' ,,,!" Z LuA. 1 IT Alft _ _ ov 1R AREAS THAT NEED TO BE DEFINED IN ORDEWTO DETERMINE EXACT ' a • •...,� 1 �1 ✓ • • \ • r LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING p, �•.. . v 72 CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. 40 • I '• ' u 1 �: 1 N T. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT A _ ' A 12 a /ti ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. I Ov I'" �— - —•—-- - u `�• I (( NO SITE REVWWS ARE TO BE OO NDUCTED WITHOUT THESE DRAWINGS. GAp WN 0 • _ • �� y f . M S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND ( �li Uc • " � �I w ,►� �� AU � • � VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE I�jII I 1� M �L AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD O II l I r II f1 '°"^ '" �, ^� •� r ` T — I 1 II I PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT I Q , `\ _ —' 1i �' A 13 37 TO Tt1EOWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO p A 18 Y II ' �. B24 < \\ 1�' 1 { "� DO SO.-THE CONTRACTOR MAY BE FOR ANY ADJIUST- II 1 ( ! �II ® (I1• —i �. MENTS A6GIUIRED. t a � I 9L ALL WMERGROUND PIPES SWILL BE DOUBLE WRAPPED WITH APPNtoVE0 TAPE WWA USI*Q GALWNIZED it - •— _ M ,�( �i A14 !� STEEL PNlE• n 12 ►� �' I �� , WC.-MNGI B1 Ll TY 10 RAKE Atl d ab'' ti ,� ry `I p l°f°l-I c.A rI ON To EP I SOMI Fo R RETE K 4 7� ti ® �Ike �, / W AND GoopZDlN - I"f.'S INSTAL. I;II J ` �• w ' C1) W NOTE: FUTURE' WALK TO BE LAID-OUT I �� .� / u I I Q Q BEFORE I NSTALLATION OF SYSTEM / 2� q r� / ►� '' W ` 1 W .a LAYOU TO BE APPROVED BY CITY I,t14A Ito v1 n IIF ►� to e , Vt, 1� " > o AUTOMATIC CONTROLLER "A&8 " 2 - {�p A 2 �I '9 i � %1 � 1 � 1�° � � u '� I . 0I `'� 2 4 STATIONS � p p ,L'To � � INDEPENDENT 115Y/60CYCr2 AMP ELECTRIC CIRCUIT TO ® �. 3 2 I g' --� BE PROVIDED BY CONTRACTOR Yti / E ERMINED IN THE FIELD. � d Q � / • ,� '� �W � `•/ � IL,C � %1, I ► ,¢/� ' � EXACT LOCATION TO DET 1, [` 110 "0I� 1 1� / 1, ,��,,U x{•1 > (LOCATE TE CONTROLLERS fN MECHANICAL • ,i I � V ISE WAYS , Y p I ` r ) Ll- � Y� � \ U -x ' '� Q p f' crrc nF��I-cn LEENI 5 4 omfs o N 4�1 11 ► / I a _ _ 1156 NORTH ticUNTAII AVE. �` ` �Q �° u " � � � • . Zuj -- I t Ile " : SYSTEM DESIGN CRITERIA LL SYSTEM fS BASED ON J,Q�P.S.1.USING I Qa G.P.M. �X � �' 1 II a �.® �K _ ,� • CAPABLE OF DELIVERING�_INCH OF WATER WITHJN�9 H.P.W. ♦ � ' . D B I •�,� � u its 1� v lw ` ® y�' \ 4 •PRESSURE DATA WAS OBTAINED FROM CuCAlInr1�A Cnu131 rarer ' 3 R _ Lo• i L "'...- 3 u I s lie �t 1 — - .�- BY JOHN KNAPP I , )E ON 9.16.94 WHOSE PHONE NUMBER IS 9092591 ♦ �� � )98T • ..�.�� 3( • TOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF 'r!' i1' (LI a p •t _ M 1 ® , I+ '« I DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY ��•� CAL�O a' , ��, .7 y�. / / I (I _ OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN ` I/ ,ti p 1 �'Y` u „! .. � M I CWPACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. J ! 7 A �/ L '' +�' I�L Qp ` _ I I ` ry / ��w l/ �Z '� �• u� ' � �``�� •� ~ �� I a � � � r � 1 � I nr � ` �� f y r � r M N> . �ZNt ` y ` ' �� I _ ► l �� ` _ N �' y • ' , 3 ?' )'G t :` �, K L �L �PMDSCq p NORTH 41 PRESSURE REGULATOR SET / , • '1u '•• _ , z 1 �` � Ih" �O Ry AT 110 PS 1.(DELIVERY +� � �,� h M► PRESSURE ) �I�I 3 � �. WORK fi - - QQ J SCALE: 1 "=30' LIMIT OF - y,, � WATER METER NO. 1 loll M - �'' - Z f',Zn 7 91 -4 �p< _j ,, R E V I S I O N S FOR CITY use ONIr �� l! � f/ i * • � * DATE DESCRIPTION APPROVED INITIAL DAT[ 4 WATER METER „� \ - I I ! f Darr 1Q I R1rY `Se EAD LAYOUT I N STREET PROVIDED BY CONTRATOR N - l,'Tf OF l�� �\ Ll FILL A P WATER SEWER P l LOT Yls GRID a DRAIN _ BI8 l� p� F3{ Rum TRAFFIC L7 1 M FINAL CHECK BACKFLOW PREVENT 2N . . � . i ASSEMBLY . RW IN At`�C NCE W E AS CONST. ; CCW STD 7A !75 PLA •. 1 -• SANTO `- DATE APPROVED • THESE PLANS WERE PREPARED BY: FOR PRIVATE USE • 8Y _ • D�,� INITIAL GATE r 2'�PRESSURE REGULATOR SET ENGI RING SUP SOR RJM 3N�MASTER VALVE AND FLOW AT B3 RS.I. (DELIVERY CUCA G A COUNTY ENGINEERING DEPARTMENT T DISTRICT DESIGN GROUP,INC. � + A.I.C. .� MYDRAUUC CALrt:W.ATKINI MITER N0. ) C�ILCVL*t'!ON PETER N0. 1 PRESSURE) ASSBEMBLYOW PREVENTION DE RTMEN nacu�wNc�usAa�rtKrRlc CHECKED A.I.C. SENSOR FOR CONTROLLER A NAME CHECKED 9641 SAN BERNAROINO ROAD, CUCAMONGa, CA. 91730 0"WA000 GRADIENT (CUV.) xK-011 < WON&I MAI (ELI xNl MAIL (714) 987-2591 I LrENSE NUMBER FILE VIT MATER MSSM (►s.l.) wM I13 0" 131 C" WATER FKSS c (P.s.l) x1,1113 ISI WATER METER N0. 2 `\ LN KOINNEO KLPIENT mssw. 2�'WATER METER CITY OF RANCHO CUCAMONGA �ICOUINco KLnrERT PNEssuRE .L�_ �� r PROVIDED BY CONTRACTOR 3 MASTER VALVE AND FLOW ��` SENSOR FOR TEs.. IAT 0 x.c.Y.� R.c.Y.f LOT � x.c.Y.f R.C.v.#AID LOT � x.C.V.# R.c.va AM Lar � x.c.Y.# R.c.v.o 812 ACOOMDANC COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION F.T. Psl. . F. I " F. F. s ME C.P.M. F.T. L. ►.Loss t ►.N. F.T F.LOss IN ZA E `�//ccwa PROJECT NAME ELLENA PARK «ETER _ 4 40 '�c'�R 4 4 �� ° PREPARED BY: VICTORIA VINEYARDS SOUTH • • N.►.u. I 210 2 �.►.Y. 4 !K) 12 4 210 12 SHEET TRLE ¢.Y. 2' 110 �.�. ' 1 53 40 2 >3 30 IRRIGATION PLAN M.L. " D5� 3 ••L• " 63 nto A " 12 NO 5.� ' Nuc M.V. 11 l_ W 5 5 RJM - 0 APPROVED w,_ K SUI-TOT AL SUI-NOTAL to SUI-TOTAL DESIGN GROUP, INC. _ + ASSOCIATED IRRIGATION CONSULTANTS xlsccu-04cus lox MISCELLANEOUS IOx 4 xlscauNtous lox o I11lsccuANEous'loxOWES /+ DA SE ICES MANAGER DATE 8-� _ n 1>%/.CRY ENGINEER ELEVATION DIFFERENTIAL ELEYATION DIMEREIITIAI — EUVATION OIFTERENVII — IELEYATKNI lX fCKHTIAL C/ APPROVED 1014 iEPtIIYEDA BLVD., LOS ANGELES CALIFORNIA 1 pi,�jpG Altlp )�Np�ppg �� ]�$ _ 1110025 (!1i) 477-5�lS' HEAD OPERATING PRESS. RED. HEAD OPERATING PRESS. REO. e0 M" OPERATING FKSs. REa. 48 HEAD OP[RATNNi mss. REO. 30OF 37fOt4AswIMAO.M1Et1sN1E.RNNWNYWD).CA pMICnNflillls DATE BUILDING OFFICE ZiL 1 ' •• MAL OPERATION PRESS. KQ. OTAL OPERATION PIKss. REO. tcel TOTAL OKPATNIII MSS. NEO. 1 TAL a umm Mss. NEO. , moncom III mss. REQ DRIONAL .00ST[N Paan NE0. Mom" "OsRR PI REO. m"c"AL amna PREts. R[0. APPROVED Wo '�"_���� • i ORMwM1G NO. IM ONIGATION SYSTEx 11AS KEN KSI FOR A IIft K.)IQPJU AT wlw111Q"AR. via wAmATIDN sysnm ms KEN Ksmmu FM SimL MJ W4j AT xAxIIL".x. GATE CITY PLANNER _ ,. SHEETI. OF.:2,E ' 414 QUICK COUPLING VALVE 1 GRA Ou3-l WITH A IEA M l 31 ABOVE FINISH GRADE TYPICAL BUILDING INHALE E�C MIALK, CURB, IN OTHER AREAS l MIS• AUTOMATIC CONTROLLER ASSEMBLY �, t TO BE WALL MCLXT'ED SIDEWALK,CURB. FINISH GRADE ETC ,r/►�' LAwM AREAS COMMON WIRE SHALL BE TIED INSIDE •i 1: GATE VALVE BRASS NIPPLE HOUSING WHEN REQUIRED �0A �f - FNISN GRADE (fYP S RACES) r BOX TO BE PLACED AT AIGi~IT ANGLE TO t �+ • •,+ 94"AREAS TEST COCK(rYP t PLACES) J: HAROSCAPE EDGE N" • .•.+ '. M STAND ALONE CONTROLLER WITH PHONE LINE Ball valves 1 " and smaller shall be 125 lb. SWP Resilient wedge I } g gate valves 2" and larger shall be �J •Q ;PQ tiKLER - AW-£ PIPE -p bronze gate valve with scree-in-bonnet, non-rising epoxy coated cast iron. SPE:-FED DEPT« WITH AS- EL,S stew and solid wedge disc. 4O• AQ • 03%-LD 'O VATC_ r. I Resilient wedge }ate valves shall be equipped with a ' COLOR AND vC..'4'°3- SCH 40 PVC WI AD4P'OR � .R }" 2" operating nut. 3:•C�FLvw REE+ Mll valves 1 and smaller shall have threaded t?e 4 ` 11 II SEC-RELY 70 NALL l� � SCH 8O PVC J"0014 _•�,M_TtTE• COhNEC'ORS / ASSEWBILI ends and shall bee equipped CA,SENSE CON-sOL:E71 BRAS$ PVC NIPPLE , handle. q Aped with a stainless steel Resilient wedge gate valves shall be 0403RT-Rw gate T MODEL NO PER PLANS ELECTRIC CONTROL •ALA / "" 1'W-���S'-E - 1�C4► " valve as supplied by Watts or approved equal. Z t Sall valves 1} and s ller shall be similar to is those manufactured by Nibco or approved equal. Resilient wedge gate valve shall be installed per PLASTIC vAlv1: 9,C RAIN MRO SS JIrC MMT« REp __!_ detail. 0- Z WN41ED 'IRM(,ATON RCI W,RBFP -AP SUPPLY JNA K Y _ \ / �I S?L_ACES L - TYPICAL E ( 1 All Sall valva shall be Installed per installation I� 20 P_E• -+ I CALfENfE «AR•IESS (CARSON lT ' ONTR PCR '2 OCV'S NCLLID/NG •+OSE T _ MINIM AN •,EAI wITH _ONIC E ER SwlvE_S S' L1 �_ detail. b h {yA.,�� {�A{� r•�•.{^�(}Ru{}I(�•.�I�IANO .ALvE SEQUENCE IrANDSCAP'•+G 1 {�+ � BRASS vlPv_E �dAOE U UU LJ U U -[AMINAL STR;P$ TO $ 11 ( }'~,•J - _ 6 NICK • •r w/DE• ' t; I I MIN FINISH GRADE F'NISH OsA I - NSTAL', N ( ` �-- -- COP-,;;?E E °AD ��� -ARIES -+ f"M frl MATCH CONTROLLER 1j, S.,_ LA:o..aC'.R:7) _ _ R- s�ONE �..� SIZE AT'ACH �RR,GATION -1_ i, I I P;,ANT:R 'ED Hyly I Pca , -•CK c '.PE "Q _R:•I`I ,T V'.V..4 - -_ - i-1 ♦ I I , R _ � -BRASS WYE STR.�.NfR Eq ( w �-- Tb i i i i PHOT R00 CAST x A_MOTE PIGTAK MFG ,',� MAIt'4��4 , 04TH 60 VE,H IM eF3. I� +[ T 1 --. I I 1 I N CONCRETE - PER 01-ANS • l--.r -- L'•I i1 ..9' ilElO wMIEf *�' 11 1 I r i _ c ti 5.. :RADE i.. { - • . BRASS UNION- T j �I ROLh110 KAV C VALVE s0: ! ••- • •� •• • •• •♦ r •JL JL I CONCRETE PAD 2' S C•• •C ::3111��I � r" I � � -� • • . . I"�� t � � ♦ 4 >ti !'- E' • - Do % I 1.I 1 i - I_ _ - - _ :a A _ 1 I - s= IG►RSON OR EOE1K AWUSTAOLE FEET - y •�vE w_OEN :i I • • '• �~ r1 a I r COVER STeNED -MEWA III G I =I I =11 =1 �� I ISC ' F•2• •C.- wRE s N 'IG 'Ml xPANSI I _ )- r � wN :� uN ) H 40 9e♦SS l*pII E 'r l I-1 ' : I - I-_' I y I -. (• ' - i_. L -�a♦CS • E - 'rP C LL a 1 i ! �� 11 OC. - CORE F 'OJE Jw • C E D C A'ED w 1 •;-�-_� .00P - JNG I SC" 40 9P♦SS c l l \-1 j - 1f I I^ I - ^F RJY IJAT.i SC'"JRC I!-. 2) vS 3c �D -� AKE ANO DISC GE-� G+Ca E+ON 'HE PC`wER I I I I tllwflEO SLIEIFACE � , � .. C , MASS AN<..f �.LL:dE -I VAL A a _'.ION SC H a0 BRA S 30 of ET LL_\ - - - - ! - I- -SC- +J °'vC •aAti: S h - I I S E ♦w ;i >Tf c `I =-.Y- lO1G COIIPK !Of+ t�j ♦GM''-RS °,Lq� ( � T nil 3 • wqS»f3 ! I,r. ♦n �rAsSCPEw - �I+P I RRi (:) °hc5 S•' _ONGWN,4�_4 3) �'.ACE. . . `�-4 s ;CH s0 svC aO >Tvf E- ELL-^ • NOTES: Str SWEEP BI � I /-x►' W � ` P•f ' 1 r` -LINE •O S�S'crS - I. *t1t11p ENCLOSURE IS A CENTER 2- x r x t r Cof+CRf'E - *' s Tn 2. CONS'TRuC'ION MATERIAL IS 5052-N32 . Ir_JT-� _ R ' v r . ORASAL .2) v/k`.S $ IE• - -- --- --- V 1111, SPLT-END PIVOT 1 �-GON'RQL ! :.OMN(N WIRES � � t � � MASS 9Q ELL I'` I •IC E f WALL MOUNT --_ - - -� THRUST 11LJCI4 _7 s o • • _j MARINE GRADE ALUMINUM /r. *4•'•.. :ON'ROL.ER PER MPG PRwTED INs'RUCTIONS ANO PER LOCAL ---t- t MASS RIPE An•ERE BACKFLOW :)LICE S T SMAL_ER - e • • 1 • 3. WEIGHT IS 160 LOS. (610 LIS. -�� 1 O 17 v o O t _ AINLE ARE. ;GOES .00A'ION TO OE •aPwOVED 4h FIELD 6Y TME CITY a•SPEGTOR I - ( ! S G4�ANIZED PIPE WHERE 9AGKTLOW S S JA UARGEa • • • • • • 04 ONO \' 2 :Cw'e0L wMf SEOvENCE 10 COP"SPONO TO T•/E PI-ANS DES'GN MASS F' \17 - _ _�I�r�I4I 'I�- - PER SIDE) (OSFN STD. -11F iF - (I ' . Sla-A••CE OF REMOTE ONTOM vALvES. -� \ NOTES e • C E SCH 40 avC SAStT TEE , I ^STALL PER _OCAL CODES 4• f.9111 3 .+N 0114E Ex RA WOE ICOLOR ORANGEI TO ARTNEST RCv ON EACH PRESSURE SUPPLY LINE \ 3/ MASHED CRUSwED I , PHOT ROD CAST 8aA•-'- Of -»E ✓A.NL-NE rOR FUT;IRE .SE PIGTAIL EACH ORANGE AGGREL:IATE BASE I I IN CONCRETE IwIRE Al '•IE ENGLCSURE NOBS' 2 EJUIP4ENT TO 8E 'NS'ALLED AT ♦ MIN:ML,Y JF 24' cROr ANY I , I NS'AL. CON'ROL WALES A MINIMUM Oi •T ROM STRUC'.rRES GR -ARC)SCAP,NC. I STRUC%IICES ON wWDSCAP'NG NOTES I ' • CC••�•ON w4RE 'C /E w•"TE AND CON•ROl w�RE TO 6E REO f• COLOR. � I I Es 2. NS'A.. •AL:ES N P'-,AN' 9EDS W-COV44 O'CSSAL.E �T 'O SIDEwA.•S �- DQC-SERE >UPPLY U w«Er JNR S 41 0 • STRUCTL.RE f III 9C'_2'NG. EC I ?LACE AGCRE SA'E PRIOR '0 NS'AL ATION OF VALA 30x f ••C fP.CEf S«Au •E MADE 6E w__N CONTwOLIER •NO REMOTE 3 ' CONCRETE PAD 3 PLACE -AL-E 3Ox AT 7'Gj4/ ANGLES '0 STRL,C';,RES OR _ARDSCA#'-G L'NE T'AIG c c 0 2 kSTAL. COI• RUL -AL+ES A MIN JF Y cRCM �'RUC'LRES OR ,AROSCA?YG =1'apE rA-vEf YU�..NT -EST COCK. ON LP_N :,R wh :''+_•_'. E ,�JE J cu'AL, vA,L•ES N P'..ati' 9E�S wrEgE E•E7 �CS5�91 •/E•' •0 iGEAAL•S - . • • • V--RIE .04 CONOLA' •O 6f CONNECTED TO NEAREST APPROVED TELEPHONE s PLACE AflCNEGAtE 00100 TO M WALLATION Of vA♦.f 9OX. •. ORIENT UNIT PAflAL.EL '0 STREET. • R'LACE .AL., 3Gx AT a'Gr,T _NG'ES 'D S'R'_C•'. ES 3R �►RDSCA�'NG S.w=E -DTEN -O Of Do_iAlLc OR TO 'HE CITY ACCEPTANCE S A-44CM MEAL -ALA X41-F'CA"ON 'AG AI1.. WP-E rq �PRESSURE SUPPLY LINE � a = -• • • ' ' r. • aRl OPRAA'i :OhTROL- AND ! PNCE AOGREG*TE ✓MON TO INSTALLATION Of vIAAvE i0+c. 1-�11- -{ -=�'•'a•C'OR S MESAD%s!BLE =0R 06•A,NMG ALL PHONE COMPANY vAL-F 'w,Vdcq S .CCATE jNIT WITFSN SHRL,B AREAS NHc4f_-1`s -10S' dt� u E •:a�'RC-A_S v:a•r-S A/.O 'NSPF:'•ONS - L AT'+CH VE'A� •AL-E Jcw•,c C.L'(,N 'AG NII.. w RvPRM�E CONT RQLL_R AND CORE F INTAKE VALVE vU4dER ..J AND 01 ARG[ T. UK 1lSK ENT SEALED WEDBE VALVE 2•MtIT. /rule vA••vAT3 t�� AND �- 4e'� A.. F.FC'PI'CAL :,[.'CES S«A_: Of SROUN:EO PER LOCAL CODE TYP. AUTO. CONTROLLER ASSEMBLY TYP. REMOTE CONTROL VALVE ASSEMBLY TYP. QUICK COUrG VALVE ASSEMBLYmet TYP. BACKFLOW PREVENTION ASSEMBLY TYP. GATE VALVE ASSEMBLY TYP. ENCLOSURE ASSEMBLY ( SHRREAS ) GENERAL LEGEND SYMBOLS DESCRIPTIONS MANUFACTURER PART NO REFEMLNCE ' • i PLASTIC .ALvE j1Ox ti COVER -� STRUCTURE OR PDC POINT GF L LC ION ,►'ECIFIL;nIIUN ETCHE3, 'OC' .CARSON JR :DUAL) MARDSCAP:NG PRESSURE SUPPLY LINES(DOMESTIC) TYPE K COPPER :,PECIFICATIONS =O j 11th ss AVC .NMN F!WSPI GRADE t PRESSURE SUPPLY LINES i SIZE 2-1i2'i LGR CLASS 315 P V C SPECIFICATION c-COVxo -C`_.) 'WES RO• a 1I� ' CUvEM f C"_J '�IIESSJE aEG:x.•'JIr I I • • • it II P4 W�� `,- 1 luws.,N [4]lyl•, �-- --� • •• AT QRADE Y ;.AWN AREAS \ PRESSURE SUPPLY ONES A SIZE 2'i SML `.,C11ElxJlE 10 P V C :,PECIFICA iION •"` F� ;� i __-' . • ,V..•.- � >� ISL i \ I .-.�. . --. NONPRESSURE LINES i SIZE SCHEDULE 40 P V C SPECIFICATION ! / (=!1"i I TSC\ - - • SLEEVES :;DIEDULE40PVC - r� SPECIFICATION � � •i ,- - A--= LOW VOLTAGE WIRE CONDUIT iCHEDULE 40 P V C SPECIFICATION !� 1 IROKATION CONTROLLER - 33 RRC 3UICK-�� I(i' T MOj'URED 7LBBER !II r A I CONTROLLER SEQUENCE GALLONS PER MINUTE G41$EN5E ET-I I7 7 2 `*AT I '` fi-- ; PREss�aE •c;-.,Lr"os On 13111111111 no ,ti• °�•w ;A _ - - :_ STAIN RLMOTE CONTFIOL VALVE SIZE �� .� � �� L � (PIIdA/t f1ETT1N•) f•AK,E ELEC' Nuc • •.I.;. a - 5 SCREwES E'_ (. AUTOMATIC CONTROLLERS g DETAIL 1 I �P+P[ o i•CaitJ+ P_P2OO D ccwr) �:c �f =I fINNNUN-;] PLACES "M ip IN Up . CABLE e ai E o REMOTE CONTROL VALVES RA11v P117DCP SERIES DETAIL NO 2 q I� � , r�1 _ _ \ - 3/A' WASHED 1s CRUSR,E3 • • • _ r� , a... %L A,�T ply y AGGREGATE WASE • y PIP '.Z •►I I .' 'a• . Y� REMOTE CONTROL VALVES.-PRESS REG TYPE RAIN BIRD EF1 CP PRS SERIES DETAIL NO 2 - Low -� '"'"' '•' t�R>• C_ (, MAIN BIRD 33DNP SCM 40 9RMLS5 NIPPLE QUICK COUPLING VALVES DETAIL NO 1 TC I�'I _ ^� el\ � 1 = ''►► RE6aR � '-I-^"=TTT BACKFLOW PREVENTION ASSEMBLY(2 INCH) FEBCO H25Y DETAIL NO 4 I �'=11 -� r-" j ~` �� •/ � SCH AO 3RASS wIPPLE - --) I- _ . . • -- 4lPmrs• " . 21- LONG '' i J BACKFLOW PREVENTION ASSEMBLY(3 INCH) FEBCO f325YD DETAIL NO • 1 �+ � � .' . • •o • •• v , � � �� F rA.�.. �-�� '� • V l �f w GATE VALVES-•LINE SIZE (2 INCH OR SMALLEn) NIM-f,) T'-F"�-'rQ-• DETAIL NO 5 ~� • • • • \ • • J ® PRESSURE REGULATOR WATTS U%-HP/SC/OG L_' I--='1 1 r"^r % ►I�w wE•E a 1 DETAIL NO 7 I . '• - - - Ii•' xw.S»(D _awS-+CD +e•Ew 5•:e TVR CvNCRETE t� 41GQMGATE SINK ORA•! E• Serf %"" -$ HRVST OLOCRS SC" b GRASS 9L>I ELL J ® MASTER VALVE CLAYV& NO.fig-01-ACSKL-t4 VOLT DETAIL NO 8 f •s �w rE1. s:E �_ TYP CONCRETE TO REST SCH so PNC f0' l AGAINST VNDISTURBED STREET ELL SCH 40 BRASS 906 FLOW SENSOR CALSENSE FM SERIES DETAIL NO 8 ` ® WATER METER saL. SF'CCfffCATION NOTES: I rwwR.M :STaNCE -,..w•IS'QE••• PRESSURE SUPPLY STREET ELL LINE FITTING f � 1• :.,•••rt'EA ..• -.�w ••E'ER ,�IF /♦ REBAR STAKE •- 0 t VHSTALL CONTROL vALvES A MME OF If FROM STRUCTURES OR .ARDSCAP'NG N' �--� DOMLSTIC PfPING '1CHLOUI L 40 BRASSiTYI'L K COPPER 'J'f CII ICATION NOTE PRESSURE SUPPLY L;rvE 2 .NSTAL_ vAL.ES N PLANT BEDS MwERE E-I �OSS19LE 14E•' '0 S�OEwAL-S wNIM_4 .5'•viE BEAM 3. PLACE VALE 90x AT RRGHT ANGLES TO S'RUCTURES DR -�"WA.P•NG w• •4E"ER :A =_�w W T%*uST 8lOC1IS SHALL W RIS*ALLED 4N ACCJRCANCE WIT-4 AYE CONCRETE THRUST BLOCKS DETAIL NO 9 4. PLACE AGGREGATE PRIOR TO IhSTAL.ATION Of VALVE 90x. ME•ER ::E 1MNUEACTJIIER'S REGDMxnEROATiDP1 POR SIZE Of PIPING REGu1RED V •� H f. ATTACH NETAt wLW? IoENTIFIE'r►FION 1/16 MTM ApPROPRMTE CONTROLLER APED ALL PIKSSLJRE SUPRT PIPING 3"OR LARGER SHALL 8E THRUST •LOCKED MOS:. PLACE AGGREGATE PRgR TO INSTALLATION OF JAL JE SOX. \J GATE Y%LVE-LINE SIZE WAND LA4XR) G.»'►� W0.7 AT All DETAIL N0. 6 yALxE w+rreER •AT EACH DIRECTIONAL 'VRI. STRAINERS(GENERAL) F EBCO 650 bE TAIL NO •1 t 7 TYP. PRESSURE REGULATOR ASSELY 8 TYP. MASTER A FLOW SENSOR ASSEMBLY TYP. THRUST BLOCK ASSEMBLY TYP. QUICK COUPLBIG VALVE ASSELY A IO ( LAWN AREA ) SPRINKLER HEAD LEGEND ' STMNOL ARC RAD TRJ DESCRIPTION PSI GPM MFG, BOOL NOZ CP PCs REFERENCE 8 f0 S' 5 �•FLAT Sr+RUB HEAD 10 0 40 RAINb4HD SAM •812 PRS yU FLT 1 75 UE IAIL NO II bT ect 6' S 5•FLAT SHRUB HEAD D 0 N RANBIRO SAM 1812 PRS 3H-FLT 1 7S CIE TAIL. NO 11 Y 360' I- S 5-FLAT SHRUB HEAD 30 1 'S RANB:RD SAM '812 PRS 9F FLT 17S DE TAIL NO It �P�+Q RYA# Q 90- 12' 30 UNDERSOE SHRUB HEAD 30 360 RAINSIRD SAM 1812-PRS '20 201 C E TAIL 4011 POP-UP T om , Tp 1 V 180' 1?' 30 UNDERSIZE SI'kI HEAD 30 090 RANBIRO SAM '812 PRS 12H 201 DE TAIL NO If MFG'S ;,RALE SPECS r FINISH GRADE • , X 360• t?' 30 UNDERSIZE SHRUB HEAD 30 260 RANBIRO SAM 1612-PRS t2F 2.01 (,E TAIL MO TI II 90• is. 30 STANDARD SHRUB HEAD 30 090 RAMIRO SAM 1812-PRS 150 1 83 DETAIL NO 11 t5 Ik 30 STANDARD SHRUB HEAD 30 1 75 RANBEIO SAM 1812-PRS ISH 183 DETAIL NO 11 -I 11- I`I _I - MO, Is' 3o STANDARD SHRUB HEAD 30 3 70 RANBIRO SAM 1012 PRS I183 _F,7 I I' I I-_I I 1-=' :-• SF NO 11 III=1 -(I -1 1 .. •' T' 44 CAL 90• it 30 UNDERSIZE LAWN HEAD 30 060 RANWO SAM 1.06 PRS 120 2.01 UE TAIL NO to ,C (l 80' t 2' to LfNDE RS12F LAVIRI HEAD 70 t 30 RANBAD SAM ,806 PRS ,2 H 1 III- =j I =_' • ! ,( . 1 - - - 1-I I =I -' 20 DETAIL NO 11 I-- + _-i - - _ -- k' , - -I I I _ _ 0 AW i2. 30 UNDERSL•T LAWN HEAD 30 260 RANB�SAM 1606-PRS 12F 201 DETAIL NO 11 1.' ' J '<.� �('(■ I i I I 1 '( i� I -' ,1C x n; X i _- _ - ' ' REVISIONS FOR C3TV USE GMT 90- 1S' to STANDARD LAWN MEAD 30 090 RANBfiO SAM 1806-PRS 1540 123 DETAIL NO 11 yN S ; �• X q• 1S' 30 STANDAiDIAWNHEAO 110 175 RANBIfiOSAAs t80iPRs tsH 1q DE TAIL No 11 fCN 80 PVC IwPPLE I I � / `` `'-_1= cLviN 3ACkfILL - SEE + - C:EANI 3ACKFILL - SEE DATE DESC T��N QED MTIAL DATE 1< I~ _- SPECS AOR wTE,tIAL gZ -I I X - SPECS. -0R -AATERLAL (M•rMNM r LONG) s ! / \/ /`.� j ! - ID 700' 1S' 30 STANDARD LAWN HEAD 30 3.70 RANSIRDSAM I8046PRS /5F 103 UE TAIL IID 11 ' 1=� l i(. �lC, �( Y� I 90. COMPACTION ftQUIRE3 90: C:vIPnC'UN 7EJUIRED - STIEET VM SIT 40 2S MED LAWN ROTOR HD 40 3.70 HUNTER 1-20 ADS 8 DETAIL NO 11 - -I t , y - I I GIRD i DRAM 1 - SCH AO PVC j � �C ( t • I R I ! SAND ATER/sE SCM s0 NIPPLE C .ONG L �(YX 11 XNot. PRESSURE A1EPAl _NE I-i tS bit U LAWN Ro IOR HD 40 8.00 HUNTER 1-20 ADS 10 DE TAIL NO 11 � � T x T 90 Eu _I ( ! � �\ � ;t ' _T. • 40 SNAP I Pv-. ti _ I I � 'I. _ - -� ' TRAFFIC TRIwCr _-.IMILEX 90' STREET ELL I_I -I I �, I II I I RNA 9D0' SS 2S IJIfICf LAVIM ROTOR NO 60 IS.S HUNTER 1-40 ADS 43 DETAIL NO It I tap WOWS 2S LARGE LAWN ROTOR fO W 220 HUNTER 1-40AM 45 DETAIL NO 11 _ -III ,- + PRESSURE SUPPLY :'NE _ _ I AS CONST. ' -III=1 a III SCM 0 TCL. 315 SHOOE Ifo' GOA6 2S LARGE LAWN ROTOR HD 60 22.0 HUNTER 1-40- 45 DETAIL NO 11 \\ \\ rI1M1 uwM6 1l�INmooPpoP CONTROL MME SLEET[ - Ib 8e0° 40 !6 MED.LI ROTOR HD 40 11.4 HUNTER I-tO- 12 DETAIL NO.II �al>lLEx\sQ EL I LATTIPAL MO NR°d�" �=1 I I I-III E-III t= AwSIZPER PLAN INSTALL �}}�CONTROL WIRES.- OUNOLE -III-I III- ADIACL 4T TO PRESSURE THESE PLANS WERE PREPARED sr: FDA PLATE IIiE NOTE: FI Y wI-RP TTL_ , -- _ '"� AT 15 D C ANo 1=III §�PRES%41111 SUPPLY uNEMTIA� �NAL WEEKL ATER SCHEDULE TO BE BASED ON _ , NSTALL ADJACENT •0 PERCOLATION RATE TEST RESULTS 1ROM A CURRENT Noh-PRESSURE LATERAL LINE ) °"Esq SLYL'"f _71, SUPPLY uF+E O1tAwM SOILS REPORT. III'I I II_ ' �) 11- PROVIDE Of SAND III= III-I I-I 1 -I> 1 1=1 I I- SLEEVE OFF2.ExRESSUK ICOM �r T,'• eLDaNG I--i I I r „'P SUPPL LINE NA6fE o� WEEKLY WATER SCHEDULE "°'E LOCATE HEAD r TO ` FROM WALKS. CUM. NARDSCJ1rWIG. MOW SITUPS. - � LI�I�E NT<I6�sEfR FILE HEADER OoAADS, APb EDGES OF LAWN. NON-PRESSURE SIZE T L LINE SER O - 512E TWICE CITY OF RANCHO CUCAMONGA ' (3 AC/IN)/WK - OrAME�TER•� NON-PRESSURE v USE TEFLON TAPE ON ALL WILE TIMIEAOS. . „DYE. NOTES: LATECOMMUNITY DEVELOPMENT DEPARTMENT VALVE d O 11 R S VALVE HOURS VALVE HOURS VALVE "OURS A NS'TA L HEADS MIN WEM41K CHECK WMLVE AM PWSSUI 1 PICTAA AND LOOP CONTROL WAE AT W C►MIEGES N DIRECT04 1. ALL SLEEVES TO SE SCM 40 PVC. PROJECT NAME V i A.1 2.21 A-12 2.7O 8.1 2.7 S-12 2.7 - COMPENSATtNC F[ATURE AS PER T1,E OvAr►TCC Pum 2. EXTEND ALL SLEEVES 1 r BEYOND EDGE OF MMOWAPING AT DOTH ENDS- ELL N FA P, I, A-2 4.41 A-13 2.21 8-2 2.7 8-13 2.7 4. NERD CONNECTION AT mormu "I ONLY. A ROUTE SLEEVWC AROLNIO wvEOICAP MWS. �I GT O R I A V1) N F-YA R DS 'SOUTH A-3 .2/ A-it 1 .50 -3 1 .5 0-11 1 .5 3WET TITLE A-1 1 .50 A-16 1 .50 a-1 1 .5 7 B-16 1 -$ 1 l � �Tl �r TAI �-•S A-S 11.21 0.16 1 .50 0-5 2.7 8.16 2.7 • • A-6 4.41 A-17 4.41 8.6 1 .5 8-17 >1.7 TYP. SPAWLER HFAD Y TYP. PSE DIV Ct I(3 ASS[ •Y TYP. SLIMW Y A-7 2.70 A-18 2.21 8-7 1 .5 8-18 4.4 II 13 A-• 4.41 A- 19 1. 21 9-8 1 .5 8-19 2.7 A-9 2.21 A•2o t 21 8-9 1 .S 8.20 1 .5 JQCr. 24?;-3 0.10 4.11 TOTAL 53. 34 13-10 1 .5 B-21 4.1 A-11 2.2 1 8.1 1 1 .5 TOTAL 4 7.0 PLA DATE C06�INT Y DE1/ELO/I1�NT [t�IECTIOR DATE NOTE: T HIS IS A NEW C7E-1'AIL N SF-I'�TLUM PTY E'6c�I�EE" AHV ADDEV THE PIAN SST OF PRA W I NCl'S ASSOCIATED 11tIRIGATfON C014MATA?M APPROVED s►IEET L I OQ� 13 AS FART- II RbuI51 OHS Awm ONs - S1✓Iv 2014 SEPULVEDA BLVD. LOS ANGELES CALiFORtMA DATE AP iOyED OF"CL L t' r l't D°I-L 60025 IIELMO.(30O)A77-6525 FAX 00.(310)477-2813 r DII/II00.�_+ DATE pWlami .y' j - SHEET OF 3 � v M - I ^PZA -FO 06E� PAST OF i 3 h ; ; • ' — KEN YON • - _ TREE LEGEND ' . AYMBOL KU BOTANICAL NAME QOMMON NAME ` SP BRACHYCHITON POPULNEUS BOTTLE TREE • _ ' All + 1_ + MG .MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 3f.Il IMAJESTIC BEAUTY' • v I2 • • '� CC CINNAMOMUM CAMPHORA CAMPHOR TREE • 15 I • •� \ rue nr rr.rrn I1p ._-- ♦ „+ '� • . ♦ KB KOELREUTERIA BIPINNATA CHINESE FLAKE TREE •}.. _ p • '• • ; ' J ,- ' •�- LI LAGERSTROEMIA INDICA CRAPE MYRTLE • + 'i I � DARK PINK A ' 461-- • / ! " � �� " : '• Z LS LIQUIDAMBAR STYRACZFLUA SWEET GUM • w Q •P ' 'FESTIVAL' d p , • .. 0000, Lli . .•• ' / , / Q • PE PINUS ELDARICA MONDELL PINE LU _HM. AVJUI-q" SCING SHOWN vN pL H I'D 25' ac. IH -1Hje tu1000' • 11tp FYaUS. LA!-LWYANA '0,�FOAU 5KADFclZv FEAR / ♦ -. :'� • a Q moi' 3!0 ASL--T-4 Si' AIti RF= nCATcn tCCT 4444 2 „, • • LL SEE,SHEET L-13 FOR TREE SIZES AND GENERAL PLANTING NOTES. ' • ' ' , IL .>/ a • • GOUNDCOVER LEGEND ♦ Z TURF HYDROSEED MIX: ♦ , ' \ W -4 5% RSL F 1 IIS s- I SCU J J _ �bNsA �IAIZ� i`E E 1 i` ` • 4s% �4I�46,t • \\ / O AT APPLICATION RATE - 10 LBS. PER 1000 SQ. FT. t • ♦ :. "''• Cn CELLULOSE FIBER MULCH - 1500 LBS. PER ACRE • �-- „� ♦ \ 24 M BINDER SOILS STABILENT - 60 GALLONS PER ACRE � ' : \ GRO-POWER HI-NITROGEN 14-4-9 - 150 LBS. PER ACRE t - ♦ x pp . ♦ ♦ ••� • Q GROUND • COVER: A I p�� T4' DEEP BARK MULCH P RENT CITY STANDARD,,- • ♦ • %' • l.J • ♦ - f CONTACT COMMUNITY HD LOPHE • • , .• ` 1.�NDSC,q� AA Htt4OC IS&Z TRICUSPI.VATA gpSroH 7 I r W NORTH - w 24-1 SCALE: 1'1=30' LIMIT LA �� 4�E Of CALIF R E V I S I O N S FoR CITY OSE ONLY DATE DESCRIPTION APPROVED INITIAL DATE bE1- I✓ HAG. IH G•C. ALL STREET II< 19 N KI L I ':J:• A , � Ef1014E %,/INES WATER SEWER 15' Q F.R.CAsEr,tvT,S OW vI NE c^Lj- GRO a DRAIN OLrr1REVISE IFZIE LAjon-9 TRAFFIC TO'f L-oT-11 SMow New OwNE^(,s{1-I FINAL CHECK PlEV ISEv FIDA ADA i PrlklwC, RW r LA E 4 10 SC-4 Rim AS CONST. • , -. - - SANTO �Q�C, w� RvA� ' THESE PLANS WERE PREPARED BY: FOR PRIMITE USE INITIAL DATE KEY MAP cr DESIGN GROUP,INC. DRAB LW Rawer AM APSAMCErllCn=soon CHECKED HERN PACIFIC D � 2 . I * G * NAME DATE LICENSE NUMBER FILE_ ' • c► CITY OF RANCHO CUCAMONGA ' - - ISCv r{Ot'2TH NOUN-NNCOMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 71�T Q •,: - t; I b, C.I� - 117 : _ t I PRDJECTNAIdE ELLENA PARK • '= PREPARED BY: PREPARED FOR: V{CTORIA VINEYARDS SOUTH SHEET TITLE ' ' _ • : : ; :�: TREE, VINE AND GROUNDCOVER PLANTING , M EDXT APPROVED " -•- � -F DESIGN D GROUP, INC DAT TY A(�R �E D y�EENGINEER 3INE�E�ASMAN ... . . .•. . . .•••••.• • .... ................ . . . . . . PLANNING AND LANDSCAPE ARCHITECTURE ILIL Z yl I I A A AF It A r4lrk T A OVED 7' 212115LMa MK-#s,5un1<2N,UNSM VIEJO.CA.9MI(714)10112-7516 DATE UILDING OFFICIAL SHEET L- 1 1 of 3 so-so olme"IsAl;b SUM-0— APPROVED NO NO.SCALE, a 3 746 DATE CITY PLANNER DRAWING S H E E TAL 0F3s V " ► t M �y I4o _ KEN YON ZD 41147— CCI-155 147— GG-35 WAY R: " - - - SHRUB LEGEND SIZE AND :r' I SYMBOL Y BOTANICAL NAME COMMON NAME MIN SPACING = 5 AL 16 �c t PAYLILY 1 GAL @ XGG - 4 I 0 �-IF.rlI✓t ' OJOO p° 18" O•C vow — TRIANGULAR 000 a me0 4°°°°° °° Rr—z 9 -- °o ° a° �°° 00 °°°o°°° ` RP RAPHIOLEPIS INDICA INDIA HAWTHORN 1 GAL @ oo •t Io o 'PINKIE' 3' O.C. } 4' TRIANGULAR — vPI I I10 -- � . A G -.44VI FL 71111 yLC%Y ABULIA 5 GAL @ c Mf1< ° w 5' O.C. +:-�•• �� .JS c1WWP�ltUS ��'�Y�1••` 9°Wy� ./�/, TRIANGULAR * J, + + d a —— XGG I� A t t. �:.: ''� '6 GAL @ —. -}- t'' TRIANGULAR °+' 4r Ilk .,r * VP VERBENA PERWIANA ST. PAUL PINK 1 GAL @ 4c'k`k 144 3' O.C. TRIANGULAR #'k4 + • /' ' ;�,=;•,:,: k� � XCC XYC�M�CONGESTUM XYLOSMA . 1 GAL C@ Z • • TRIANGULAR o� f W i d �� /� o° W SEE SHEET L-11 FOR TREE, VINE, AND GROUNDCOVER PLANTING. +' f Zt� Q SEE SHEET L-13 FOR PLANTING DETAILS, NOTES, AND LEGENDS. W / _ _ "- - �-v °° Vim- 12 • :�� : .,'` w • M I° MYOI'oRuM Ipi i:oU�M . .. 'c.w+,76't'k 5 Q•�• Poo O4 t M ♦. '`` o'oo° / / / '•;:'• / c .. oho J -� �s o O o �Q �" + %*�-4 0 o 100.00-01. Q 'F U •t .•... oo°•O°er / ,2 00 00 _ f HESE AREAS TE) ,. ,►� ' _,� ;; lel" - 16 GAZANIA FREW FLATS- -1-2-"�.G. A,�;-115 .� U , ku UJ _ + 140 / o «tom * s-91 ll.lool low :f qv 4 7 Ie�' . .. . . . . . . . +•� • 1 7� ° + w ++ + + + + + + + ! tet+ NSC ++ +++++ ++++ + t++ + „ •+� r. — •r`e•e t + •��: �` QIP - ♦+ + ++ + + + + ++t t+ + + t t + e + + +4+ } ++ ++ ++ + o ee.e• t •' '� .- + + ++ ++ + + t+ + + ++ + +t ♦ +e: *"ll �+•++ + t+ + t+ + •• + + + #* �•1'1e�tia'h1r + + .♦ + ++ + + . t + + ++ + + + + + + + _ �� �• Yy NORTH •e° + + + + + •� + t t t+ t + + VIS I • oe e• oo •e e• �•�°+ + + + +t + ttt + i + + + + + t + + + + + + + t� • °• ° °•e W ° e `�• ee• •e°° °" oo°°°°° ••e ° o °• ° oe e• a eea R + t + + +++t + + + t + + tt L �• a eo o ee••ee•ee f•• a °O • oo °°ea e°ao•°°o 0o °o t __'�.+ k� �' '}4 Q-. ♦ • 1 eee° eee• •e .,: ° ORM( �� SCALE. 1' =30' e° .•,°e e 9 LIMIT OF W . + • ow 0 00 � � + :: - •° ;: �_ '� _- -- _ *� � oma. • R E V I S I O N S FOR LOSE ONLY _ Oi AUF, �\ DATE DESCRwT1oN TLI1"IONS D r«Tu►L a►r[ yV- zz + ;c. G _ STREET vy Kim WATER SEWER GRD i DRAM I �� 3`*✓^ LAiiTRAFFIC i G '1 �-32 Q� A RY�•�,4a i FM4{LCHEpc RW y AS CONST. ° o C^ • • • .. PLA E .:• •. _. SANTO x _ r THESE PIANS WERE PREPARED BY: FOR PRIVATE USE • Q TM INITIAL DATE �•1 * * iDI SIGN GROUP,INC. DP-&" KEY MAP sl �, =_•A11KNIFfECILM CHECKED P NAME DATE R&BIQQ LICENSE NUMBER FILE : . CITY OF RANCHO CUCAMONGA • COMMUNITY]1d7, 53 : - - TY SERVICES DEPARTMENT: -PARKS DIVISION • • _ _ : - PROJECTNMA ELLE N A PARK •., ; : PREPARED BY: VICTORIA VINEYARDS SOUTH • ; SHEET TITLE • • ' ' _ ' ' ' ' . : W SHRUB PLANTING PLAN RJM APPROVED APPROVED ' T = ' • 0 DESIGN GROUP ' • ,,, - �, � INC.• OJ► — COA��11 SE ICES NAQER O � CITY ENGINEER all pod Soon Ift a ' PLAIAJrYM AND LANDBCAPC ARCHITECTURE APPROV _ VMS LAB!ANN.• Mn IM,WI VINO.CA-UMI MW In-MIN DATE N�K'BUILDOFFICIAL �U � OF I ' NO SCALE DATE CITY PLANNER on�Ic No. SHEET /7 0F s 'h 5p LOt�GEpOLE 5T EQUIPMENT SCHEDULE REPRESENTATIVE MANUFACTURER TREE LEGEND z A� MUALLY ARwNd r K ( MANUFACTURER 11DQQ' NO, DESCRIPIMM ARCHITECrURAL AREA LIGHTING TOTAL LIGHTING CONCEPTS SYMBOBOTANICAL NAMECOMMON COMMENTS QUANTITY E �� 9 (3 TOTAL) 13901-B SOUTH CAFNENITA ROAD 733 EAST SAN BERNARDINO 3 BOI 100 HL W/205BA SOFTBALL BASE'S & ANCHORS SANTA FE SPRINGS, CALIFORNIA 90670 COVINA, CALIFORNIA 91723 BP BRACHYCHITON POPULNEUS BOTTLE TREE 24" BOXIL 5� � AA, • _ TREE T Wy i BOiL1D 300 AS 'ALL SAFE' 2OF'1BALL HOW PLANE 818/966 1611 2 1 B01 410 FG 'FIRM GRIP' SOF'IELUL PITCHER'S PLATE PA WAKEFIELD QUI STRENY F - P.O. BOX 4040 1100 QUAIL STRE3:T, SUITE 100 I BWrA CLA►RA, CILIFC>IKTA 95054 N3aPCIRT BEACH, CALIFORNIA 92660 MG MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 24" BOX - 2 VITA COURSE MODEL NO. 2000 BLUE POWDER-COATED STEEL 714/542-4255 LARGE WHITE Z$ Z�I� LaCx I'D rTAKE W( WOOF S+ SEEEE DETAILS E,F, & G, EXERCISE STATION11�1111 'MAJESTIC BEAUTY' FLOWERS J X PM5Ef� r s AW 04 WK ID LONG LANDSCAPE STl2UC _11ES I Cjk'PXKE,ATbf'l SECiI,I C�AL�/ I„000) � W5. 4 B11536-13-8131 DOUBLE �� � LL OO RME OAST 2082 G.E. 1ii215TOL 9U rT"E I BACKS'" 601 SEVENTH 9TREET SGUIH F{E�.1t00F_T' S9PCI-�, (541,% 92(dc0 CC CIS CIINPHORA CAMPHOR TREE 36" BOX 25 ES 3 LOCATIONS , DELANO, FQMNESCyTA 55328 71`}'- 653-0OCoS CI @ 1 . PATTERSO*-WILLINCS /1218 PFRPEPIDI(DlAR Alii h ?T) -J' E� C�-� P BACKSTOP QUICK CRETE PRODUCTS SITE SCHEMES SITE FU[WISHINGS Ci�{ 1� Ir71_5T%H T 10311 EAST 67H STREET P.O. BOX 6528 2 LANDSCAPE #1554 ALLM. PLAYER'S BENCH RANCIU CUCAMJNG, CALIFQWU 91730 CERANGE, CALIFORNIA 92667 W MEXICO FSE ATM 15A51N 714/538-8997 *ALL T EE5 IN U Rr Agr--AS To 15E 9 M I rAC L� ERI=C TI oN 12 8 G LTAL ee4 I CA REC BL ILDERS AM IN5TALLEI� W/ AW-eM Ip. ffiffi' • P.O. BOX 1788 -_ �; 16 CRETE PQODUCLS LIBT PICNIC TABLE SET , TUSTiN, CALIFORNIA 92681 QFIN15H G2APE 1y✓ DURA ART STONE IR-D, NATURAL COLOR N S'IE COINTAINER 714/639-4091 BACKFILL MIX- EE GENEhAI� W/ ID ( C IRON �cnarAI N F RGE PACIFIC DESIGN CONCEPT KB KOELREUTERIA •BIPINNATA CHINESE FLAME TREE 36" BOX ORANGE-RED 51 PLANT NG NO 1 A I P.O. BOX 877 -P.O. BOX 1909 FLOWERS X CNE LAND" CIRCIZ .J-IUNTINGTON BEACH CA 92674 14 lam MOUNTAIN FORGE 200•-X, 210-X RC►TATING ORAL, (�� F qi, KI[SSORI (714) 846-48 co Z X PIAMF-TEP, Or ��1L1. I GRILL •� LI LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX DARK PINK 22 2 INON !O[NrAI N PCUiG�EZ SPE DE'rAII� D, 9F[r Irl KID BUILDERS PLAY DURA ART STONE I C-M I N SI N F I E L!D 1-800-Lf 00-6 4 FLOWERS P.O. BOX 666 5 ISA R K E:Q U I pH F,NT- (HI 2 4" BOX & LARGER A 714/350 CALIFORNIA 92334 p O Box 9 AREA AIRIZ5-5-1O0HPS, RSS 12, 'VANDAL LITE' W/RODUND 714/350-9000 T.f-MF-c-UL-h, , CA 9258 -pc�� LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL FALL COLOR 57 A-L TME-5 IN TU�� AW-A6 TO M LSQiTD�IG W/TAMPERPROOF OWER GEPr,mF AND STEEL ELIF POLE, 12 FT. ' �' T�lVAL' MIXED VARIETIES }} P.O. BOX 1788 I -8r� `� 1N5rALL.ED W/AgwK &LIAw5 2tJsrnN, CALIFORNIA 92681 _ 5 AREA AIR IZ1 -Z-100 HPS, RSS 12, 'VANDAL LITE' W/F40LUD 714/639-4091 LI�LNG HIS 1800 W/TAMPERPROOF STEEL POLE, 12 FT. / BASEPLATE AND HAIL HOLE NOUN 'TNG Hr. BOIIJD ATHLETIC CO. i9i�'IELD ���Y • PE PINUS ELDARICA MONDELL PINE 15 GAL/ 35 3 STAKES SHALL BE LO ED BELOW SOUTH EL 3246 1100 CALaIPCRfIA 91733 11NFW CRT BEBEACFiQUAIL �CAl � 926W 11111 24" sox 14 I 1 . AWS '3 PlQ 11`IK I F�NT�11�1 714/542-4255 I F13, P-- FRL 5 GALLZi -A �D I 3(v'� �X THE CANOPY WHER OSSIBLE N -,DEPENDING ON T STRUCTURE. 2116 LObC>E 5rA,KE 4 WOOD I 2 T1I�FRF�+1 2170-7-C BII� RACK 1�I�L�T, SURE 100 UB LEGEND rr-E515 V 5TAIN. 15 G4L- 10'LONG, NEWPORT BEACH, CALIFORNIA 92660 SIZE AND S iu C-aNIV. WOOP 5G�W5, 5 714/542-4255 SYMBOL IFI BOTANICAL NAME COMMON NAME MAX. SPACING COMMENTS QUANTITY GAMETIME #4171 #4174 #4160 SADDLE MATES W/C SPRINGS TIMBF3tFCE2M MELD COMPANY _ _ VIES ® 2 L .P�TIdl�15 i I iKeti HOUI'ITAIN FOWOF, •IC�j 33, SID $UILM12S syJIRG Sri- 1100 QUAIL STREET, SUITE 100 Q '••..�' H� N�?'IE�UChL15 S � QNYLILY 1 GAL @ BLUE 126 PORTLAND1975 S.W. FIFTH AVENUE MC4 S -a Z TAT" / Z $E L7 97201 NF3aPCNr BEACH, CALIFORNIA 92660 18" O.C. FLOWERS 714/542-4255 TRIANGULAR * WATEK �1N . ®®�� ND elft G�� - 5 Gv�L. 440 F=IN 15H GEeApE - -�i` RP RAPHIOLEPIS INDICA INDIA HAWTHORN 1 GAL @ PINK 322 69110 C1 ` 3' O.C. FLOWERS Al STRUCTION NOTES FOR STREET AND PARK T S. -� 'PINKIE' �AGK�iLL MI 5E� GENESIAL � _ PLANTING NOTE5 dor 1• SAll 3st tandard 6t trees are to be placed in accordance wit ity TRIANGULAR ^ Z X bTAME D o o� o� o 0o ACS AdELIA Gt FZAN qFl c�Lo55Y .AtWLI A 5 GAL @ TTrIZ F FOOTBALL, •: 144 - 2. Al street trees s 1 be staked and plante cording to City 5' 0.C. Standard 605A or 6058 a oximity to har pe dictates. TRIANGULAR t ?'�LET5/ 15 GIRD.Elm TO 15 + + + + JS a I _ 3. Sack fi T I mixture of all s trees shall be per the Q + . . . .. . 1 GAL @ �L'..:ri•:� 421 �l recommendations of an agror• s report furnished to the +...... + Ci Inspector. 3T. O.C. �- 15 GALLON TREE B 4• No street tree b -f TRIANGULAR e planted where the cerate the trunk is closer than feet (3'I to the face of curb, un otherwise VP VERBENA PERUVIANA ST. PAUL PINK 1 GAL @ BRIGHT PINK 34 bEEh�f TT_K PKC noted. 3' O.C. FLOWERS 5. street trees Ere subject to inspection and acceptance by TRIANGULAR � AVAI LADLE � � � _ p�E IZOOT CDIP-P. City Engineer. WES NSTE�Z GA• ;.> XC C XYLOSMA CONGESTUM XYLOSMA 1. GAL @ 127 714 •os ' OMPACTA' 3' O.C. TRIANGULAR W51 MY0F01WM_. FM\11F-0L4t1M (R GENERAL PLANTING NOTES GRO-POWER APPLICATION CHART GROUNDC s-a�' • Z" t�ota�Epd sTA� waPn ��R�TEG�ND . ? EI2V E 51-Ai N. 1. FCR TREE LANrII�c Icj���•_ �N&. c�,Gu� W/��v PS K I TO ��S• 1 GALLON. 2 - 3 TABLETS ' • TURF HYDROSEED MIX: WODI� WS. _ 2. CCINMUN PEANT MATIIRIAL PLAC94EM BY CCV1RAC7M PRICK _ '45-� ��$�� �� �'��c�. N5Al VW I 5 GALLON 6 9 TABLETS ASI' E Hca r,anvz+ z,z,c•r.rrz ^YAILA1!I (Z FROM 5'T•C, veIz G H TES �? 2 LOC,ATIOf�S � INSTALLATION. 15 GALLON 12 - 15 TABLETS '#.ED CO. 1� 1� �c WATEtZ l3�SIN 3. ALL TREES 24 BOX AND LARGER SHAD, BE TAGGED AND/02 APPRovID BY THE IArID6CAPE AT APPLICATION RATE - 10 LBS. PER 1000 SQ. FT. �PRIO��� IR DELIVERY 'IV THE P4�7D(.T SITE. FOR EACH 1/2 CALIPER MEASURED 14" ABOVE SOIL LEVEL, CELLULOSE FIBER MULCH - 1500 LBS. PER ACRE I USE 3 - 4 ;TABLETS. M BINDER SOILS STABILENT - 60 GALLONS PER ACRE 4. ALL SURPASS "VALLEY CTRES'T" STANDARDS FOR SIZE AND (�JAI�IT1l. y' GRO-POWER HI-NITROGEN 14-4-9 - 150 LBS. PER ACRE • I'I` `' � �� �- �'�v � INSTALL PER MANUFACTURER'S RECOMMENDATIONS. , 5. ALL SHRUBS AND GIS w a m SHALL DQUAL•OR SURPASS "HIIi� NURSERY" STIVMARD6 FCR `JGI-t 40I hv�J~T� �4N SIZE 1 QUALS'IY. GROUNDC VER: L.E5 611 5 IF o 4-" D.G. ILL W�3�'4•11 KXK 6. ALL TREES SHALL BE PLANTED A MINIMUM OF 5' FROM WALKS AND TREES= PLANTED IN SMALL AREAS SHAD BE CENTIIZID IN P'LANTIAIG ' I A00 III To ZII 4) GRAVEL, PROVIDE 18' RADIUS (BARE GROUND AREA) AROUND ALL TREES. - 4 DEEP BARK MULCH PER CURRENT CITY STANDARDS. ��Iu- 7. SOILS AME NCMFNTS AND FERTILIZER FCR ALL PLANTING AREAS SHAD, BE As IN A • • �' *ARBOR GUARDS ON •ALL TREES Nd TURF a�T 9°zLs (REFER zC LANDSCAPE sPDCIFICATIONS)• • 8. SFS GROUND � LEGEND � � SEED �"�' � �° �� VINE LEGEND ROOT CONTROL PLANTER C �FIC'ITONS FM HMUSEEDUC RD��REMENTS' R E v I s I o N S Fon uTr USE ONLY DATE; DESCRIPTION 9. ALL SHRUB mwri NG AREAS SHAD, INTERSECT HARD6CAPE AREAS AT 90o TYPICAL. ; APPROVED INITIAL DATE . � SYMBOL ISE_ BOTANICAL NAME COMMON NAME SIZE COMMENTS QUANTITY I EQUIP. RE�/K1cNS LA STREET 0 1 L 10. ALL STREET TREES ARE 'IO BE PLACED IN ACCrRCANCE WITH CITY � �rN�.t'IcaGS►71�•JS T1�Ic�I'�t�-(A TYPE S S O H WATER SEWER 0 Ate s I :- ocyv N IYY 5 GAL REMOVE FROM STAKE, 57 cao a DRAIN v EYEIW1-T5 WIRE SECURE W/STICK 'N' TIES TRAFFIC 1EYE�OL-T5 t� FUTURE T"}} 11. SHALL BE STAN AND PLANTED AooC[tDDaG � CITY 9TANDIAR • FINAL CHECK 12. SO ILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WITH SECTION 212-1.2 OF Q RW L E V,qT I oN I I 'THE STANLIARD SPECIFICATIONS FOR PUBLIC VMCS CONSTRUCTION. TYPE I ORGANIC SOIL I9 =N1t AS CONST. . 5156 RE VINE TO At'MDUNI'S SHALL BE USED WITH 'THE RATIO OF 1 PART ORGANIC AM'EINCMFNTS TO 3 PART'S E1�F,�OLT I N H I ELX?S �b NATIVE SOIL. ALL AI EZAM NIS ARE TO BE TE MY MD�D PRIOR . `�ADSCII THESE PLANS WERE PREPARED 8'Y: FOR PRIVATE USE flo C:•a. CaALV. SEGUI2E VINE � r + wrTu�L OAtE WARE U EIZYMAN'5 TAPE 13. FERTILIZATION OF ALL STREET TREES SHALL BE PER � ONS OF A PA24mauc A t�W `/z a �s W LEAP SHIELt71II SOILS RFRORT FURNISHED TO THE CITY INSPDG' I R. ,l�Q` iQ � '1' �► ` �M EI2 TAOLP--5EE C O'I Z o\z p11A�r �,� DESIGN GROUT, to IC. CHECK � .��.�."�'�c� CHECKED T ION C OiIT TN 15 SHF-ET �, / " DATE 14. NO S'T'REET TREE SHALT, BE PLANTED WHERE THE C1+NI�R OF THE TIdU�IIC IS CLA6EIt THAN 5' TO • THE FACE OF CURB, LIINL Ess OTHERWISE m=. LCENSE NUMBER FILE K�IL1. M IX_SEE - _. � , TING NOT-55 15 :=:=�rgREES ARE SIR= TO SON AND A BY THE CITY DGINEER * r' • CITY OF RANCHO CUCAMON FINIgH GSE � GA �} Dri. tt COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION 16. F 1;R I_Ft--0 1--, 6� WI:r-6, IIAL4i yID TO A MAX7I�U+I 3:1 RANI i 44, I qlE Of AUF cw\\' °„. _ PREPARED BY: ` �, 1140% ELLENA PARK D VICTORIA VINEYARDS SOUTH { III 17. ,•, ., E SLOPES OF TURF SKAiL BE QRAUFD ZO A MAXIa�R 5:1 IiATZ 1 SHEET TITLE I� I Iii XrN PLANTING DETAILS, LEGENDS AND SCHEDULES 1lL O � RJM D APPROVED DESIGN GROUP, INC. ; Z x pIAMET OF aooT•�au.- LEWIS �I DM E S OIkaTY V S MANOR DATE - - � D)/.CITY ENGN*EA PLANNING AND LANDSCAPE AR G� APPhOVED r= 115�to N OIgG M Ot•INTA It�l A�/E. AJ1LAMMAN tAa,aOMWk erwoN VN^CA. rTwls AMU �� SHEET - 1 U LAND, A• "t 17 8� oFFIC1AL �-- VINE PLANTINGID JLLZAA DATE /ED � DATE CITY PLANTER DRMNMK"ND. -w . SHEE -0 F. � 6A 6� 68 6A At 5 (SPLICE WHERE OCCURS _ -- i)H A.LL 5E AT OF P�.,�T) ly 49 19 L'onyv dl ' o" 10" EOA EQ, EQ . Eca, EQ. EQ. r 'S-D -- - — TYP _ J o _o (L — �-- r- ---I F --� --� 4 x 12 4..12 A. x 12 -1n — — — -- / - — - — 0 - 7 12 d 12 4.c I �.x I V 4 I 5 E.164 5 so % -I_._ J L J L1± J L 4K8 A� ° I I 0 TYP 4xb W/ $IMP. a I `HND" HGR• I 2%4 W/51MP 2+c4 TY?, "U"HGR. I � 4x4 W/ 0JIMp.""PCPC-*CAr A" TH ICK CONC SLAD W/ I G+cG-WIA -cWI.4 W-W.M, 01+ In 4A5 4 x 8 4 X CENTER OF SLA lb + %4 A 4-!✓Z"f m.b, rL — I " G" TYP• 2-4xlZ a 4 03 u — o � o 4 x 12 aLoc K'G. r 0-0* 1---1 -d � r- a x l.G. r 1 3 4x1 , 4x12 4x12 U7 I, � A -�_ 4,c 4 RST I r 8 L _ TYP• TYP TMp 5 - t - in6�. 6b (�-PLcO) 6B 6A K I =0"LG. 1/24 M.D. 51MP"HU'HGR. 3_v� TYP 80TH SIDES +� jr 12 2-1/Z"t LAG BCLTS TYP SECTION A i � D ET`A�I L ScALc SCALE a U N AT t o SCALE 5/4 =I FRAMING PLAN I/4�= 1 � FO D N PLAN ,4�_ ILoll 0 1412 NOTCHED - - TYP a ! 4K8 10% NOTE- C 4" M 2,,4 JOISTS OMITTGO COLUMN E FOOTING - -- -- 1 PaE�nouLDED roINT FOFZ CLARITY• 4 cc IZ NOTCHED 2-1e Ft- tV doLTbLA G 4 K b tr 1� COLUMN -•,��4+♦ M•6• ALL CECsROU T GLLJAAP COL NOTE, I EE ARCONE W 1 O 'MFERED 6LK. OMITTED RIR CLARITY 4x TAPERED W 11 O�OCK'G• ¢N �.4 W/ 51MP 31 re'. 'SECTION p, 2*Cuz. 2"CLR 4.6 W/SIMP, .►Vw HQR 4 A • 1/2"I La.G bOLTB 'NOTCH a ONLY NHb NGR " 4-*G VERT -"4 4-1/24 BARS = I y FIN. FLa DCTA DETAIL -5/45CALE — Ito A �� I) �5 � TIESG' b OC• L 1 1 .c1i w, "=1=0'' W ;t) w Z - MpM.6. 04 T415 l �- /r N= 't \ (GT6K) �, 7. -4•� 12 — - - -- \\ - FIN, GRAM � / CaN � C .Ad c� 2•.4 Jol .,TS OMITTED I f 1 FOR CLe►R ITY771 4S�/ J .J t " '�( 4-"6 DOWELS - '�I' , rr_-III�_:_ _ D ETA I L SCALE Z 3 __ _. NONE aLr' 4 x TAPERED I Z • , 15 _Z_ +� '� � ` _ �� „ � �-�4 E•W. � Q R E V I S I O N S row CITY USE OMIr • V4 tM b. W CS I SIMF HU HCGR.e GL' ONLY — / ♦ DAn MSCACPTION AP/ROVEp "VIAL WE Z v T` b STREET B to V"TER SEWER / ) a Q. -1111"UI I I=d'TY_P 4 X GAO • DRAW \ 8 1 1 • I ( o V TRAFFC • RCH. pVwG f- 4=©'' ea . 6EE AV� FMrAICMECK Rw 4x12 FOR Cal... AS COW 4 K IZ NOTCHED \-2-41.12 NOTCHED 3'-0" THIM PLANS WERE MEPMW W PAWTE USE SECTION C saw OWE oR�rrN FDR 5-II-Q`t NOTCH a ONLY — CHEMO DETi� I l_ s�A`t ( DETAIL SCALE 3/¢'+= I=o' `' �4":I'c� I � � 1�9� caLE P� CITY OF RANCHO C AM N COLUMN DET 4 sl _o uc o GA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION IST Y A PREPARED 6Y: PREPARED FOR: LLZt� PARK OVERHEAD -TRUCTLJRC - �v Q ,4 BEET TIRU °R ` � PLAN 5 AND DETAI L5 J / �^ KMN STRUCTURAL ENGINEERING . $e 2& 054 Town&Country Road TPw LYON Orange,California 92668 (714)550-0506 3/47!1 r WE 9- .1 /,1 D Y.arr E►rf3N+Ef.11 AwWILLIAM LYON DATE OFFCIAL �11EET pF 2 0000 ARC MALD SYfTE S APPROVED ��j•� � RANCHO CYCAMOMA. CALIFORNIA 01100 DATE CITY FLAMER DROW11ING NO.Of " SHEETOF= e *4 VERT, FOOTING 4 REINFORCING FOR WALL BEYOND SUFI"A :,4N --------4-4 uoel�. 04e I I" O.C. � � /� 50l_ID O�.iT EQ. EQ, EACH FAKE ALL LS 'g"CLR WELD CAP 0 e HORIZ. 4 � 31" 0.C, Q"CLR. i Z"CLR • i i .� moo" SLUMP bLK. 2" y w r �L.UMP E>LIG COL. IG" W/4-11G VERT 4 n WALL 2 - 4 4a coNG c93� IG O.C.- - = FIN. GRADE l9 2 -"4 CON c E>u T&OL AT a Q�N '' (1 EACH CORNER) U �1 Co 5L MP BLK. 4 0 3"#GALV. Poor �� - _ Poi T ! VbA'LL - -' GROUT SOLID i II 4 GRADE - I N I';� " I�'' V x T 8" y FIN' 2"CLR. R DEEP CONC. FTG. d b�A4 F-A- m TIT. RAILING 0 �t ff #1 - 11 - CoN C _ 5y OTH ER$ 1 d : FIN. GRADE r� PISVING `r GROUT ALL CELLS J O 1 CLR - " 3"fG+�V PbST N tllt�'�r1111 + #4C ICi~O•C. I I /C.ONC CURB 6-PLC. 2- 4 'Y N V E 444 RACE X11 i I BY OTHERS 1 C14 - _-' C�I�Y'rl_1= CC)NC• S1.4►b FIN. GR ADE _ * C 2-*�- U •'�4 T # 6 l O PLAN Illr_IEI T _ U1►i "td/• Go1�IpoGTEl7 = it • • 5-*A. EACH WA - 7 j UNE To P"YM164 O 04 DOWELS a `� I G.F NSjR,t��L✓L•F. U sv�LcE V "1'nP t baTTo J r 24"o.c. - �• L _ - _ -O�' I to Ii 1=ILI Irypp 4r 7- /� !'1fi'AN:TEb 2=4'' a1o� cvriiTEi� su GQ � su�r�E. NOTE: C0-ORDINATE THIe SECTION WITH DETAI�.S b*G, CO-ORDINATE TH45 SECTION WITH PITTA, LS A., �N SHEET L-7 " KCEzs EMBEDMENT• SHEET L-8 FOR co Ev F�o�.E EMULPME1'i71, Q t TRASH ENCLOeURE scALE WALL @TRASH ENCL05JRE SCALE (� ENTRY SIGN 5C°'LE BLOCK RETAINING WALL SCALE FENCE COLUMN SCALE. '=I =0" 15/4."= 1 =0 3/,4. �I-O oU '-✓4 =I- (� �= I -p• ¢ ENERAL NOTES CONCRETE: GENERAL 1. CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE II OR TYPE V WHEN HIGH SURFACE SOILS CONDITION OCCURS PER SOIL REPORT. II ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND THE SPECIFICATIONS. a 2. AGGREGATES SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT CONCRETE AND A.S.T.M. C-330 FOR LIGHT WEIGHT CONCRETE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES 3. LOCATIONS OF ALL CONSTRUCTION JOINTS OR OTHER TYPES OF JOINTS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER/ARCHITECT AND BE RESOLVED BEFORE PROCEEDING . (MINER THAN SPECIFIED ON PLANS. SHALL BE APPROVED BY THE EMGII(EEk WITH THE YORK. BEFORE POURING. 3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER/C04MIT'Y SERVICES DEPARTMENT OF ANY CONDITION RICH 4. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE WAILS, UNLESS SPECIFICALLY DETAILED. IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE E QJ,�AL;E DISTRESS OF THE STRUCIURE• S. ALL PIPES OR CONDUITS PASSING THROUGH CONCRETE BEAMS AND WALLS SHALL BE SLEEVED WITH STANDARD STEM PIPES AND SHALL RE PLACED 4• ALL WORK SHALL' CONFORM TO THE MINIMUM STANDARDS OF THE 1441 y ITION OF THE u b C. AND SUCH OTHER REGULATING ONLY IN SUCH LOCATIONS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH BUILDING CODE REQUIREMENT'S. AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORE. ITV OF RANCFHO Ca�cr.atowGn. 6. SEE ARCHITECTURAL DETAILS FOR LOCATION OF ALL MOLDS, ORNAMETS, GROVES, CUPS AND RECL.E1'S. 5. THE WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN VARIOUS TRADES COMMPRISING THE WORK. T. CONCRETE SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH Fc. AS FOLLOWS: 6. ALL A.S.T.M. DESIGNATIONS SHALL BE AS AMENDED TO DATE. PAD A CONTINUOUS FOOTING PSI 7. SPECIFIC NOTES AND DETAILS SMALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL WrAILS. SLAB ON GRADE PSI COLUMNS, SLAB, GIRDER PSI 8. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS WALLS .=MPSI 9. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING FOR ALL. STRUCTURAL WQM AS RRoano pqR STWL'AaAL 8. ALL EXPOSED CONC11WM SHALL BE SPRAYED WITH A CLEAR CONCRETE CoMPOtND AS PER MANUIFAC HERS RECO MMEND1TION AND SHALL STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. COMPLY WITH A.S.T.M. C - 309. OTHER MEniODS OF CURING MAY BE R15ED PER ACI 306. 'LIR CURDIG PROCNURE SWILMI TWIN IN 10. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION OF ALL EFFECT FOR MINIKIMREMAIN 7 DIST STRUCTURAL AND FINISH MATERIALS. TNIS SMALL INCLUDE ANY NECESSARY ?RELOADING OF TWE STRUCTURE TO DETERMINE FINAL POSITION OF 9, FORMS SHALL REMAIN UNDISTURBED AS FOLLOWS: 24HOURS WHEN SUPPORTING VERTICAL SURFACES THE COMPLETED WORK. 7 DAYS WHEN SUPPORTING SLAB 11. TYPICAL DETAILS AND GENERAL NOTES ON THIS SHEET APPLY TO ALL PARTS OF THE JOB, EXCEPT WHERE THEY CONTRADICT WITH DETAILS AND 15 DAYS WHEN SUPPORTING BEAMS AND GIRDERS. NOTES ON OTHER SHEETS. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE SIMILAR CKARACTER 70 DETAILS OF CONSTRUCTION m ABOVE PERIODS MAY BE REDUCED BY: SHALL BE USED. SUBJECT TO REVIEW BY THE ENGINEER CO*9MITY SERVICES DEPARTMENT. A. 50% WHEN TYPE III CEMENT IS USED (24 HOURS MINIMM). 12. SHOP INUIWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE =*(171ED TO THE ENGINEER/COMMUNITY SERVICES DEPARTMENT FOR S. PERMISSION OF THE STRUCTURAL ENGINEER WHEN TYPE I AND II CRWUEER'S ARE USED. REVIEW PRIOR TO FABRICATION. ALLOW MINIMUM 7WO WEEKS FOR' REVIDW BY ENGINEE3/COMlANI1Y SERVICES DEPARTMENT. 13. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS BEST AS POSSIBLE, BUT WI'T11OUT GUARANTEE OF ACCURANCY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER NRIC[ AND SEAQ MASONRY: REVISIONS MAY RE MADE. MODIFICATIONS OF DETAILS OF CONSTRUCTION SWALL NOT RE MADE WrTNOUT WRITTEN APPROVAL OF THE ENGINEER. 1. CONCRETE KACK A.S.T.M. C-% GRADE N-1 NORMAL WEIGHT, BRICK A.S.T.M. C-62, GRAD "MRN" UNITS. MINIMUM 038USiIVE STRSNC'1>r - 1500 PSI. INSPECTION RWRED DURING K AC>EMEMT OF FIRST HACK/STICK COURSE AND GROUT LIFTS ONLY. FOUNDATIONS 2. MORTAR: TYPE "S" ONE (1) PART PORTLAND CENT AND FROM ONE-QUARTER W TO ONE-HALF (}) PART LIME PUTTY OR HYDRATED LIME, AND 1• REFER TO THE FO[ADATION INVESTIGATION REPORT PREPARED By EARTH RFSFJIACMM Assoc., DIC.. DMTED my Z8, 19Q5, J.N. 153-8 S DAMP LOOSE SAND NOT LESS THAN TWO AND ONE-QUARTER (2}) AND NOT MORE THAN THREE (3) TIMES AND THE SUM OF THE VOU.UMES OF CEMENT 2. ALL FILLING, BACKFILLING, COMPACTING, AND RECOMPAMNG SHALL BE CONTINUOUSLY INSPECTED BY A REPRESENTATIVE OF THE SOIL ENGINEE, AND LIME USED. 18W PSI AT 28 DAYS. AND MUST HAVE A MINIMUM COMPACTION OF 902 OF THE MAXIMS DENSITY IN ACCORDANCE WITH THE PROCEDURE SPECIFIED 171 THE SOILS REPOT" 3. GROUT: ONE (1) PART PORTLAND CEMENT AND THREE (3) PARTS DAMP LOOSE SAND. ONE-TENTH (1/10) LIME MAY BE ADDED. GROUT FOR SPACES AT EA.RTM m9A@0"=H A.KoG• INC. C&TW M&`t'10,1y0 T.N IS'!-AS TWO INCHES (2") OR MORE IN WIDTH SHALL CONTAIN IN ADDITION TWO (2) PARTS PEA GRAVEL (MAKING A 1:3:2 NII). SUFFICIENT WATER 3. DESIGN BEARING VALUES: SWALL BE ADDED TO PROVIDE POURING CONSISTENCY WITHOUT SEGREGATION. 2,000 PSI. SPREAD FOOTINGS 1600 PSF D.L. + L.L. 1400 PSF D.L. + L.L. + LATERAL ODIIT. FOOTINGS IAm PSF D.L. + L.L. 14cx3 PSF D.L. + L.L. + LATERAL 6. MASONRY UNITS SHALL BE LAYED TO PROVIDE UNOBSTRUCTED VERTICAL CONTINUITY OF GROUT SPACE. HEIGHT OR GROUT LIFT SHALL NOT EXCEED 4 FEET. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, CONSTRUCTION JOINTS SHALL BE FORMED AT TOP OF GROUT LIFT BY STOPPING ALL FOOTINGS SHALL EXTEND AT LEAST SELOW THE LOWEST ADJACENT GRADE AT EXTERIOR FOOTING AND __&_" SUM FINISYND FIAOR POUR W MINIMUM BELOW TOP OF UPPERMOST UNIT. ALL SPACES AND COURSES TO DE FILLED WITH GROUT. MINIMUM LAP FOR RAR SPLICES EQUAL LEVEL. AT INTERIOR FOOTING. I 40 DIA. OR LESERW 2'-0", UNLESS NOTED OTHISE. 4. ALL FOOTING EXCAVATIONS SHALL THE INSPSCISD BY THE COMRMITY SDRVIC3b'S DEPANRDWH TO LURE TWT ALL POOTDKS_ARE 5. GROUT SHALL BE OPEN END BLACK. FOUNDED ON SATISFACTORY SOIL. 6• ALL BLOCK SHALL BE OF MOEMIAL WEIGHT AGGREGATE. S. ALL ELWMICAL AND MMDG MAST BE DNSPEC'M BY CM RMMSEWrATIVE PRIOR TO POIIRDG OF COitaRETE STAB. 7. CAROTI CELTS CONTAINING REINFORCEMENT ONLY. UNLESS NOTED OTHERWISE ON PIANS, DETAILS OR SECTIONS. RK0117OtQNG STEEL: j �• �LCi' !!�V1°7 P(nUfO( t A' !n►J1/ if1_IG k+� ,.'i ^•C•r1 r.t� Tit ew AL.r- l476-R.R.r7 15t.'v-I. FRAMING LUMBER l PLYWOOD: t1K iLUMr'Str `rR n1(1 ,"' ra'.!," ,.i Lir 1. ALL REINFORCING STEEL TO CONFORM TO A.S.T.M. SPECIFICATION A-615 GRADE 40 FOR 04 A SMALLER AND A-615 GRADE 60 FOR /51l LARGER ' DEFORMATION SHALL BF, IN ACCORDANCE WITH A.S.T.M. A-305 A BENDING IN ACCORDANCE WITH ACI 318 LATEST EDITION. 1. LUMOER SNAIL BE DOUGLAS FIR. GRADED IN ACCORDANCE WITH "STANDARD GRADING l DRESSING RULES, 016. 2. MELDED WIRE MESH SHALL CONFORM TO A.S.T.M. A-185. R V I r USE DIILr I 2. JOISTS, RAFTERS. POSTS, AND BEAMS, SHALL BE DOUGLAS FIR COAST REGION 01. UNLESS !TOTED OTHERWISE. CEILING jDISTS NOT, SIWFORTING 3. ALL REINFORCING STEEL SHALL BE LAPPED 36 BAR DIAMETER OR 1'-O" MINIMS FOR ODN(.RL1E D Sb BAR DI OR 24" FOR MASONRY E S 1 O N S n0M1CIT FLOOR LOADS MAY BE D.F. COAST REGION 02. UNLESS NOTED OTHERWISE. DATE DE3CRp1WON APPROVED Oomffl4 OATS D. i►.LL 6UM11066t 6F4i►LL ISE PRECRII-LSFD WHERE LA4 BOLT4 ARTS REquIWWt V. 4. MELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 8 WITH LAW HYDROGEN ELECTRODES NG 70 A.S.T.M. A-233. 6 U10 p^M TO V C STREET S. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE COVER. VMTER SEWER A. PLACED DIRECTLY AGAINST EARTH 3" B. PLACED AGAINST FORMS BUT EXPOSED TO EARTH 2" CARO a ORI111MM C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: TRAFFGFiwA�CHECKSLABS. WALLS, JOISTS 90. 14 A NO. 18 BARS 1}" BEAMS, GIRDERS, (XN.U>lSMS NO. 11 A SMALLER BARS 3/4" R w FMtIMARY REINF. TIES. STIRRUPS!SPIRAIS 1t" AS CCINST. 6. ALL REINFORCING STEEL, ANCHOR BOLTS. DOWELS AVD INSERTS SHALL BE WELL SECURED IN POSITION PRIOR 70 PLACING OF CONCRETE OR GROUT 7. THE REINFORCING STEEL SHALL COMPLY WITH A.S.T.M. A-706 WHEN WELDING. THIS REQUIREMENT MAY BE SATISFIED BY THE USE or STEEL THM PLANS WERE PFWJ%FE06Y. FORPRIIAATE USE COMMPLYING WITH A-615 PROVIDED THAT THIS STEEL MEETS THE CWIMIICAL NQUIVALRNT REC)IIIREIEII•S AND CRINISTRY LIMITS OF A.S.T.M. A-70 NMTAL DATE 8. ALL.NELZFR.S 10 BE CERTIFIED PER LOCAL AMD CM REWIREMENL$. DPJN MH F CSR -lo•8 i CHECKED CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PREPARED BY: PREPARED FOR: PARK OVERHEAD STRUCTURE SHEET nTLA DE TA I L5 AND NOTES Ji Y ✓ KUN STRUCTURAL ENGINEERP4. 854 Town 3 Country RoW D APPROVED -4 Orange.California 92668 (`114)ENO-0506 LYON o eF 31.4 79 WKr C06M�Al CTY DATE D- -It �l• CITY EWO*FA Y&WILLIAM LYONDAA **ET a-1 OF - 8840 AQCI MISALD SUM !, APPROVED RANCHO CUCAMMONGA. CALIFORNIA 917*0 0m CETY PLANER 011110VANCNO. , SHEET-SOF ,�S t a�Ma'AT���� �'D P'IA'TG+► _ ucaa xi c A*jo c. M. U • �u SHT HIF-A�_�rR WTO ` � r--•� � W� F-AO �� HaR � 2 CsRoVTEV i CELi— (vi ERS 1- 1I I U wa L4- 4L 4-rp 6�'rf 'fo rmu-"P suc.�R pG W 1 1 r s/T,E,�•rs 4-1A f i -z A s v,Or,ER cool rs _ 84 LLt a FLOOR CONC. UNIT MASONMm TES A" Mph 0?R W/4.-I_0 AND INIIIP4MOIC AAL L, >=Aon, 6 �wMP�D or• �� : w�-L�. . xG 'r TOE 16TW10THO OTO A, lle IrJ�RiaeS .�. <�r.Kr� s OD Gpff AL-L, oLai neo Uromp fool.,A OAYEDI i ASSOCIAT CoI�Ilrltin9 EngineoW" GATE FRAME * N � * 2041 BusineVoCenter Dr. .Suite 110 Moll Sit I STIL. keine. 715 W INN.* AGKBTS 5 00.0& It Or A, d 14)752 - 8385 I Fax: (714) 724 - 164oe- ' � t-oecrr� vii(p mss) er {! alU 45M40/ M Ir'f «►p N -�' NVE \ \ D dP 6011 - 2 I II Myo Fi J - - m -T pioto. ti - 2 I; 3 - -_ _ - - BoX - + ' ' • MAZC FJE�o ROAD rut, Ah KW-Vl aftl 006T LdmkmTw►J / Key gVRoS ,ase ghta - O.WWA) MENS INTERIOR ' _ r ` UC*L42 `'°'''' SCHLAGE 0 �+ B WOMENS INTERIOR _ _ ,M_ _ „� _ � _ 500 SERIES WITH 626 FINISH NOTE: R E V I SI ON S CITY �� DATE DE9CRITIO4 APPR[1vED rNTu1l GATE CONCRETE ITS ARE TO BE "SLUMP" FOR ALL �Q �- � i STIIEET 1 ALL FOOTS sTMIC EXTERIOR WALLS AND SURFACES INCLUDING FRONT ,�, MMTEIISfMrEll / TO BE BASED ON CURRENT S►OA.S RECESSED WALL. ALL INTERIOR WALLS AND PARTITIONS �:,�a,,,.. SHALL BE PRECISION BLOCK (VERIFY WITH COMMUNITY Fwi <.►" . A PLANS PW NNM MY THE SERVICES DEPARTMENT). AS , Ar;ca+sT 114 CITY OF RANCHO CI�CAMONCiAA• T)*SE PLANS WERE PREPM*D BY PL)II PRIIMTE WE � 1111 l PATE ?( (2) VERT 0.F.A50Q owwM. C*cKEo NAME DATE 1 0 l IC E NSE NICE II f IL E I`' S YM FIXTURES SEE EC S. SYM FIXTURES sEE SPECS. SYM. FIXTURES SEE SPECS. CITY OF RANCHO CUCAMONGA 540N A.L L- (Mai.) 1 MWK14& wuKiir w Vil 0"OTIC" COMMUNITY SERVICES DEPARTMENT PARKS DIVISION r - PAQ,IECT NAW =i0 2) 04 t-�o+et � Z W�.T�tt b ��1 �� d d ELLENA PARK t t jol WIM poCoa w� 2 :X ilLi VICTORIA VINEYAND�; SOUTH 3 -tp�.�'f �� �1 �lSGl1e1 LJir►IT l�.�IO�- "E�MILE ARCHITECTURAL PLANS .� F*0.- p0sr 4 �� 1 MJ �. EDi 1 / r r Arf'ROvEQ 5 t I o+rrE ; r. I C TYSEMVPATE ��� .'�/ COT rENI PARTITION WALL t j - F IRE -�3 APFROVEE) c �, I J*+ O � ��SH r�N r ►•�� i2�fL Aevvt' SIN tot Ito V W. r bil DATE � DNG MFIDA SHEET A- I pf 2 AI'P4iOVED Ari ► . s . DRAwnQ No y/ t�9-L (]AI C7T r Pl ANNEA SHEET.�.OF.�s "rom owre- tom, 12 EASE FA%4' *Jb IZ�lp d9 3 , .01 CONC. BLOCK sm gn 4 ,< 1c• G.M. U Ilk E5 CND Fu414;P -I I +' J 34 To 00, SFE � usE oRT�R 8x8 SIGNS S 2, a ayo"D u ec"o' 13 bLcrg,5 OQ• �t 5*+ FP.oM I'L45 w A ` No^t 6TRX;r opE N C� of 13 LOC4e_ -(p P Mo�2 I,-) Fft-L- VD I D � SLU 1 P PI.K PSL VERT ►-IDW iSTB EL F� E mo-o crawl1REAR ELEVATION MENS SIDE ELEVATION NI _of FRONT ELEVATION Ii4 I �' PL'AN - -�Gw To PDG 171 7- z Gj fi ,prJ f�I�'T W4�T� c.aw `fit I j — — GLAD CDUD WArp- ca Cav C�dT� Ve1� I ni • �IPy I 1 P�� (ldr K� T i I p I VOID T TU pecr- ` �"t 2" C01 It 1 �7t►-�G� 1►.IOG'f bel 12 (_ ' N�3 0145 0 TWr-+_ I!v ' "s p{�R REFER jo�P 2► Mor- �r Pt.�•4� � � I�+r��r-gib i�►.�'�+r� ,�., r�� 2„�w � 4�r 'ER �. t Gl7Nr�, i��.yD� r`� N h�i�� I '1 OIL 09*41w" Z R �P6rh►FST ' : MSL �+WG✓T IJ�.�i1�- arTh 1�0Im1 aTV Mop-T-*►R ev-O D f< n �p TNI 4/19:- � 4 z Z-2n '/q'= I b'' AAT PLUMBING, ---P ANAlt A# --- y � f J R -ZA sural c, �s �4� 0+ ��,`F C ' R E V I S 1 O N S Pay Cnlf UN Calf *' • DATE M comp"ON MI�IOyEo WT1AL Sol T 7 s _ STOWET J4 ALL FO S & STRUCTURAL REINF LNG 1rusc S G x +,� ,Z TO BE SAS EQ ON CURRENT SOILS R T• L 4- F As OCOSf t 8x'1�x IG � ♦ - - '�% ARCHITECTURAL ,LANS PRO D BY THE 1 44 eX4x8 8x4 USE CITY OF RANCHO CI�GA�GA. T�*SE PLANS WEPW MWMMD W •� (o K+x 4 K x 14 NAS am -nr L ICE NSE IRA•EII FILE _ NOTE CITY OF RANCHO CUCAMONGA CONCRETE BLOCK- NITS ARE TO BE "SL P" FOR ALL COMWNmr SERVICES DEPARTMENT. PARKS DIVISK N EXTERIOR WALLS AND SURFACES INCLUDING,FRONT IMIO,ECT wWE ELLENA PARK RECESSED WALL. ALL INTERIOR WALLS AND PARTITIONS VICTORIA VINEYARDS SOUTH s FED P� - COL C64;�kj SHALL BE PRECISION BLOCK (VERIFY WITH COMMUNITY .�"•s (vaEER) SERVI DEPARTMENT). ARCHITECTURAL PLANS APPROVED e, ie__ F I r�l'�H �' Fr--4r1T To r"1°tTc l+ i .! 1.i l 7 o /�►iIr DATE T S AOEA DATE Cff lf E uGwE E01 APPROVED SHEET A-2 cw 2 DATE OFFOAL APPiiOVED t 0P.4VA G"D 09' DATE r" T FLA • SHEET 22 OF: � C FIXTURE SCHEDULE 6 - RS 3 A DESCRIPTION MANUF./NO. REMARKS PENAWARE 9 -1 12 12 TILE ROOF NOTES 1 WATER CLOSET W/ 01795 35B 167WALL SLEEVE WALL MOUNTED WALL MTM.ELONGATED RIM 5 PENAL-WARE 81702 _ I. FULL FIELD NAILING. URINAL W/ 1795-41WALL SLEEVE ° 14 AFF.MAX.CONTROLS 5 2 0 4�'AFFMAX. 3 LAVATORY DURA-WARE 01955 w/ OPT. WALL MOUNTED 2. MASTIC AT RIDGE, RAKE, VALVE 1736 &T.E. TRAP ENOL. HIP AND CUT TILES. 40HAND DRYER FAST-AIRE *HD03 WALL MOUNTED LIGHT FIXTURE (TYP.) 3. RAKE TILES HAVE 2 NAILS 5 GRAB BAR BOBRICK *G206-36 MOUNTED Q 33' ABOVE FIN. FLR. TOP OF ( GRAB BAR BOBRICK *6206-48 MOUNTED o 33' BLOCK 11 ABOVE FIN. FLR. 7 TOILET PAPER DISP. ASLIN INDUSTRIES 3-ROLL DISPENSER PH. I-503-269-1903 /• / HAWS MODEL *11OTB WALL MOUNTED /• /• 80 DRINKING FOUNTAIN w/ 6700 MOUNTING PLATE S.S. FINISH o /• /• 9 HOSE BIBB WOODFORD MODEL 024P LOCATE UNDER LAV LOOSE KEY W/ BACK FLOW AS REO'D. BY CITY p 10 PARTITION DOOR •23YCHAMPAGNE METAL *ACADEMY' RCOINSTALL FOR CAM OF DEAD BOLT-SCHLAGE � •� INSTALL PER MANU . B500 SERIES 626 II PARTITION •23SANYCHAMPAGNE METAL DEMY� IRECOM'D FOR C M OF FINISH-TYP. - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - IN. FLR. - - - - FLOOR LINE- - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - = STAINLESS STEEL FINISH GRADE - z - z FINISH GRADENOTES: tD t° DOOR PULL SEE A2 CONTRACTOR SHALL COORDINATE RESTROOM EAR ELEVATION FIXTURES W/ MANUFACTURER & SUPPLIER TO EFT ELEVATION SCALE: ,' - I'-O' INSURE ALL HARDWARE DELIVERED W/FIXTURES 1110011 IS CORRECT AND COMPLETE FOR PROPER SCALE: 4' = 1'-0' LOCATE PHOTO SENSOR ON INSTALLATION OF FIXTURES 6 EAST SIDE OF BUILDING AT ROOF RS A CONTRACTOR TO PROVIDE MANUFACTURER'S - - - PROVIDE CONDUIT & FLASHING INSTALLATION LITERATURE W/ CUT SHEETS (5 SETS) MUST BE APPROVED BY CITY PRIOR METAL MESH 12 12 73 NOTE TO INSTALLATION SCREENING IN 51 15 FLAT CONCRETE ROOF TILE ALL WOOD TRIM SHALL _ � BE RESAWN D.F. SEE ELECTRICAL PLAN SHEET E-2 WELDED FRAME (COLOR TO BE SELECTED) - FOR ALL LIGHTS, SWITCHES, AND OUTLET LOCATIONS (TYPICAL) STUCCO (LIGHT LACE TILE TO BE FROM SAME LOT NO. WRAP ALL HOT WATER PIPES TO TEXT.) & CERTIFIED BY MANUF. COLOR 2x4 TRIM OVER 2x10 PROVIDE KNEE AND SHIN PROTECTION LIGHT FIXTURE VARIATIONS WILL NOT BE ACCEPTABLE -� FASCIA-TYP. (TYP.) INSTALL STAINLESS STEEL LATCH 3'-0' GUARDS ON ALL EXTERIOR DOORS TOP OF BLOCK 2x12 WOOD WALL LEGEND LEGEND TRIM - - CONCRETE B OCK ONE o � I OOF86 CSTRUCTURALIGCALC'S 6 Sx6xl6 CONCRETE BLOCK. REST ROOM SIGNSINTERIOR FACE SHALL BE _O• I PER CITY STANDARDS 8' C.M.U.-12'-Om HIGH(SHT. 7 PRECISION AND EXTERIOR o (TYP. FOR 2) O OF STRUCTURAL CALC'S) FACE SHALL BE SLUMP BLK. cu TYP. A2 NOTE: PAINT INTERIOR FACE 81 ti O OFCSTRUCITUR•ALIGCALC'S9 OF BLOCK WALL. PAINT ALL EXTERIOR WALLS WITH . FLR. FLOOR LINE N FIN. FLR. PILASTER(SHT. II OF SINCLAIR PAINT OR EQUAL FIN - _ - - - - - - - - - - - _ - _ - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - _ OSTRUCTURAL CALC'S) TO MATCH EXISTING PARKS. z FINISH GRADE O (SHT 120F STRUCTURAL 6x6x16 CONCRETE BLOCK iv NONSTRUCTURAL CALC'S) ALL FACES PRECISION BLK. A SLUMP BLOCK OCALC'S)(SHT 14 OF STRUCTURAL NOTE: BLOCK WALL TO BE VENEERRONT ELEVATION PAINTED. RIGHT ELEVATI N 7 8 FOUNDATION NOTES: SCALE: �' = I'-0' SCALE: 4' = I'-0' A2 A2 I. CONCRETE FLOOR FINISH SHALL BE LIGHT BROOM FINISH UNLESS NOTED OTHERWISE 2. 2000 P.S.I. AT 28 DAYS 3. 40 CONCRETE SLAB FLOOR / 6'x6'-*10x*10 12' 1'-6' NOTE: 25141 WELDED MESHOVER10 SAND 10 TIMER I FOR REST ROOM BUILDING LIGHTING TIMER 2 FOR EXTERIOR LIGHTING 10, 86 4' 0' 10' 8' 4. CONCRETE BLOCK REINF. *4 VERTICAL REBAR COORDINATE 32' O.C. Q t OF 8' C.M.U. & 32' O.C. HORIZ. U.N.O. LOCATION & 2'-5' WIDE X 3' 4v 3' 4' 314m 4' 0' (SOLID GROUT ALL CELLS). NONSTRUCTURAL B REQUIREMENTS B 12' DEEP FTG. SLUMP BLOCK 2A OF METER W/ 4' 3' 4' 4' 4' 0' 2A W/I-*4 TOP & VENEER AT CORNER EDISON CO. BOT. 0 ' BEAM 2 6xI2 *1 EXP. BEAM 7 8 _ _ _ _ _ _ _ _ - - - - - - - - - - - - W_ Q - - - - A2 A2 I - - - - - - -_ - �_ - -- - - - - - - - I ' ~ N _ _ _ _ _ _ _ _ _ _ _ _ - - -- - - - I IIIi F D i I OI F.D.X I Iqo 9 a ENDS 6' 1 N a 1 1 5 9 1 OF WALLS R(TYP) SEE ( I 4 2Ii5 tr 2 A2 I 1 i 1 w -- LAP BOND BM. I FRAMING PLAN FOR RS A o I A2 i i L; STEEL TYP. Q I ADDITIONAL INFORMATION 13 a o INTERSECTING 1 I LINE OF WALL RS A - WALLS-TYP. BELOW-TYP. I I °D M 1'.I o r V CL'G. MTD. LIGHT I 11 x i 1 4x6 HDR. I I 'r o _j I N VANDAL RES*5010.9500 I L - - - - - 2 I - - - - - - 2 - - - J I N I- - Z - - - - - - - - _ o I _ _ _ - - - _ _ _ - . W/ IOOW HPS CLEAR LAMP ( - - - - - - - - - I _ - - - - - - - - _ „1 (TYP. FOR 3) -MOUNT ON I 12 1 ]III N w BEAM OR CEILING r01 I I I 12 I.. _ 6 - o F.D. I i F.D. Ij i RS3 I I a I l RS A IIII 12' o I 5 _jm in I OUTSIDE WALL MTD..1 IGHT I 3 �1 I RS A 3 i is 12 ( I BEAM ( I I GQQ I I 1 1 "' 1 10 u I VANDAL RES. *5210-9500 1 5'-4' 1 ;r, Z I I In 2- *5 REBARS I I 1 i l O 7 I a o I 7 (0 I W/ 50W HPS CLEAR LAMP 1 I 5 -4 I i� @ q- PLACES 6xI4 *1 EXP. BEAM 6 0o � a L.L. 6 (TYP. FOR 4) I < 1 I ,1 - - - I - D II �a l 1777771777777 8' x 8' FLUSH PILASTER i �L - - - - - - w I - - - - - - -I I o q I a J o _ _ �^A W/ 2-*5 VERT. REBAR ] a FOR CITY USE ONLY I 13 I I -- OMIT 26LK. �� � 1 i 4�_2. o � I 2'-8' I i in tn< 2A (TYP. Q EA. FACE) 1 1 6 RS I 2A i t Q BO` TYP. 7 I Z; O /M \ I I ; - - M _ Q I L - - I �1, REVISIONS 11 RS3 Q OPP.SIDE- - J I I L - - 6 1 1 / / - - w v04 ]�, RS A I I METAL MESH SCREENING I L_ - - - - ao a i I DATE DESCRIPTION APPROVED STREET "TIAL DATE -I � x I � �a. BLOWER � - - _ I 1 12 1 w a i • 0 • OIN WLEDED FRAME QGABLE I ' 12' WIDE x 12' DP. - _j I I WATER/SEWS I I 12 I I 14 5�-0 14 EQUIP. 4 I 5'�0 ABOVE. (TYP. AT OPPOSITE 1 * I o V' ~ I 1'-3' o '� GRD A DRAIN I I - FTG. W/ 1- 4 TOP I & BOT. (TYP.) I RS A l l a � RS3 A I RS A � / O � 3 � o / SIDE) SEE ELEVATIONS I ' - - - - — I — I - - - - - - N TRAFFIC 1 o I L9 -`�9 / I'-3' I _ _ _ ! Q FINAL CHECK J r - - - ] L - - - � - I _ PROVIDE 2-*4 VERTICAL F I N o F.D Riw I ' — 1 - - - - - - - AS CONST. - - - L - - - - - - L - - - - - - I 8 REBAR Q CORNERS & ENDS 2 I - - - - - - 1 2'-O' STEEL LAPING a 1 I 4' 8' 4188 OF WALL. TYP. AT ALL RS q 1 1 a 5 2�-O� Q ALL CORNERS-TYP 5 1 I 'KENALL' LOCATIONS II --�` A2 12 A2 Fc I 1 LOCK OPEN TO *5010 �'LIGHT ;r r".DJ 7 F.D. THESE PLANS WERE PREPARED BY = FOR PRIVATE USE 1 1 GP RS cgoC6' I 1 ( WALL. SEE q FIXTURE FTG. io - - - - - - - - - - - -� IMTIAL DATE 1 - - - - - - - - - - 6x12 *1 EXP. BEAM - - - - - - - - 91 I A2 W%WID 4 REBARPTOP •- - - - J1 - - - - - - - - -• DRAINN - - - -- - - - - - - - - - - - - - - -' (TYP. FOR 2) & BOT. (TYP.) �oa o HEAVY BROOM NAWE DATE •4,o CSP N FINISH LKENSE NUISER FLE XB RESTROOM SIGN PROVIDE 11/2' WATER B RS A CITY OF RANCHO, CUCAMONGA A2 2A 16'x24' - SEE ELEV. SERVICE TO BLDG. & 4' 2A 2'-5' WIDE X NOTE (TYP. FOR 2) SEWER TO BUILDING 12' DEEP FTG. COMMUNITY DEVELOPMENT DEPARTMENT PROVIDE 2-*4 VERTICAL BARS AT SEE S.N. W/I-*4 TOP & 4 8 * 4' 8' BOT. ;�� M)JECT k" ELLENA PARK CELLS RECEIVING COL. CAP OR COL. BASE. TYP. - VICTORIA VINEYARDS SOUTH r lArvi.t V Cid 8' 0' 9' 4' 8' 0' 8' 0' 9' 4' 8' 0' pr �CA SHEET TITLE '���A RCHITECTURAL PLANS 25' 4' 25' 41 RAMING P LOOR PLAN FOUNDATION PLANI4 ' SCALE: 4' = I'-0' SCALE: ,' = I'-O' NOTE: SCALE: 4' = I'-O' DATE C TY DEVEL N DftCTOR DATE OTY ENGMEER THIS PLAN SHEET WAS PREPARED APPROVED NORTH AS &REVISION (REPLACEMENT) FOR DATE BUILDING OFFICAL �r SHEET '�'�� NORTH THE ORIGINAL ARCHITECTURE PLAN NOH APPROVED RTDRAWING N0. /yOF SHEET A-1 OF THIS PLAN SET. T ITY Sfi��E7 23 of 3- f I LAP & SPIKE RAFTERS W/ 11116,1 TOE NAILS THICK ALUM. SIGN = o wo SET 1N MORTAR. INSTALL V, ~_m 6x14 EXP. AM FLUSH. SEE SHT. A-IA FOR = N o� 6'x14' EXP. BEAM 12 LOCATIONS .� a —�5 71 Im- L) a ' I I FOR SCREEN SEE SHEET A-I W.I. PANEL ABOVE GATE I I 4x8 EXP. RAFTERS- RIGHT SIDE ELEVATION o� 2x8 SHIPLAP SHEATHING I 12 TO RAFTER (MATCH GATE) I I SEE FRAMING PLAN �- W/ (2) 16d a EA. RAFTER I IRS —�4-"4 BARS Q TOP W/ 24' FLAT HEAD MACH. SCREWS (RESAWN D.F.) I I I I I I BOND BM. Q END WALLS & CONC. ANCHORS W/ :f o z I I ' ' SCHEDULEI ONLY a J TOP OF BLOCK I I I SEE FIXTURE ROSETTES VANDAL PINS sn m� 6x12 EXP. BEAM - I SHEET A-I FOR Q EA. CORNER OF COL. (4) 16d PER BLK. 1 6' C.M.U. W/ SOLID 6x12 EXP. BEAM ,� I UNIT CAP W/ "4 4 I I I IDENTIFICATION. TYP. I 2x12 TRIM 2-*4 Q TOP W/ 8 BOND BAR Q 32' O.C. I I 2 I I BEAM - TYP. I I VERT. Q MID-HEIGHT r, 04 BAR HORIZ. Q 32' ± O.C. I I 5 1 ;' A I INVERT MID-PIN o I +1 I I \ I *4 BAR HORIZ. Q 32' O.C. (TYPICAL) STORAGE 181VIA 3 1 FOR C.M.U. SEE LEGEND i- o I 10 �—(TYP.) NOTE: •_• _• I I O I SHEET A-1 (TYPICAL) I 10 'I I' 0 € 4 CONC. SLAB W/ 6x6 10 10 I I - i I I I I i I ----- *4 BARS VERT. Q 32' O.C. RESTROOM SIGNS W.M. OVER 1' SAND (TYP.) I I i I ARE AVAILABLE FROM: I ;�, OI I - D i x2 TUBING PICKETS I � I i TYP.-(SOLID GROUT ALL I GORHAM BRONZE TEXTRON - z o I ►h i I Z, I Q 5' O.C. (TYPJ I �� CELLS) (818) 964-6547 •4 BARS VERT. Q 32' O.C.. TYP. I O P I I i N I FINISH FLOOR I� ALL CELLS SOLID GROUT v I1/Z'x3�/Z' PERIMETER - CITY REQUIREMENTS: IDENTIFICATION SYMBOLS MOUNTING LOCATION & FIN. GRD. • TUBING (TYP.) - \ FOR FTG. REOMTS. OMIT �/ BLOCK FOR � vl-"4 TOP & BOT. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE SEE SHEET A-I DRAINAIE (TYP.) IDENTIFIED BY AN EQUILATERAL TRIANGLE, %4 THICK WITH EDGES TYP.- SEE FOUND. FOUND. PLAN (TYP.) 12' LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY PLAN FOR FTG. SPECS FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4' THICK AND 12' IN TYPICAL DIAMETER WITH A 1/4' THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12' DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60' AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND E i SECTION CONTRAST OF THE DOOR. as per u.b.c. 3105a (B)I.D. ALSO PROVIDE _ B SCALE: 4' - 1'-0' A a SIGNAGE WITH RAISED LETTERS AND ACCOMPANIED BY BRAILLE IN SCALE: /4 - ( -0 CONFORMANCE WITH SECTION 3105A(e)7. SIGN MOUNTING SCALES P/2' = I'-0' ' 1 7' x 6' x� ' GALV. STL. GATE PLT. BEND4AS SHOWN -3 BEAM (SEE FRAMING PLAN) 4.(4) /a M.B. S �/8' STL. I� � W/ WASHERS EA. SIDE 1. I• / PLATE LATCH DOOR � ` C.M.U. WALL % 7 /E----- 'SIMPSON' ECC64 OR II/2' x 3%2' TUBING _ — _ CC64 CAP (PB BASE, SIM.) • II/2' x 3� 2' STEEL 7 FRAME (DBL. Q SIDES) — _ - - - —-—- — �/2' MASONRY - ANCHOR & LAG N Y21 STEEL I PROVIDE S/e' MACHINE SCREW (TYP. FOR 2) KEY DEAD BOLT IN KEY = BOLTS INTO LOCK USED BOX L GE B560 SERIES i� � - - _ — _ —� IV AS KEY FINISH _ (TYP.LT FOR 3) iv 2-*4 BARS IN BOND BEAM 4' IN x 2' TUBING _ _ INVERT MID-PIN 450 (HORIZ.) w HOLE (TYP. FOR 2) A =] (----- %NBOLT IN RED HEAD 0 6' 4'x6'xl/4' GALV. I' v C.M.U. WALL STL. BACK PLATE Z 6 NOTE: soof ;r -ALL LOCKS WILL BE FIN. FLR. KEYED TO CITY tr SPECIFICATIONS (TYP.)- CONTACT DALE CATRON 46 (909) 989-2813 NOTE: -INSTALL STAINLESS STEEL INSTALL STAINLESS STEEL LATCH LATCH GUARDS ON ALL GUARDS ON ALL EXTERIOR DOORS EXTERIOR DOORS DOOR PULL BEAM CONNECTION GATE LOCK DEAD BOLT SWING PIN A6 2 SCALES II 2• I'-Om SCALES 3. i -0 4 SCALE. 11 2• _ I._0. 3 SCALES 3' = 1'-0' SCALE: 3 1'-0' k^000, O USE SEALER APPROVED BY CITY INSPECTOR. USED AT EXTERIOR AND INTERIOR C.M.U. SURFACES. o ALL WOOD TO BE ROUGH SAWN. c SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON BLDG. MATERIALS AND FIXTURES. E V I S IONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED %TIAL DATE STREET 6Mq+/ WATER/SEINE GRD & DRAW 6x4x8 6x4xl2TRAFFIC GROUTED FINAL CHECK CELL R/W eke+/ (VENEER) AS CONST. 8x4xl6 8x4x8 ww.. 22 GA. SHT. METAL ANCHOR TIE S 16' O.C. EA. WAY IMBEDDED IN INTO THESE PLANS WERE PREPARED BY a FOR PRIVATE USE +qui 8x4x8 8x4xl6 C.M.U. WALL/ATTACH TO 9 GA. WIRE REINF. HORIZ. (CONT.) "TIAL DATE 6DRAWN �i x4x12 6x4x8 C.M.U. WALL CHECKED 4 x 4 xl6 NAME DATE LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA COMMUNITY DEVELOPMENT DEPARTMENT PR ACT NAME ELLENA PARK VICTORIA VINEYARDS SOUTH SFEET TITLE ARCHITECTURAL PIANS (SACK FINISH & PAINT TO MATCH RESTROOM BLDG.) 1JOTt DIRECTOR DATE CITY EW-4WER TN15 1'''t.A1J SHEET WAS P'RlEPJ4RC0 A5 DATE CTY DEVEL T DAPPRovED SLEET A-2A OF 0�6 NA��N TECnX; 7-_ roR LA43 SLUMPED BLOCK VENEER AT CORNERS (TYP.) VENEER (ANCHORED) DETAIL SNcer - o f -MIS f LM 2 ,.T- A APPROVED - IL OFFICAL Dmom MO. /SOF SCALES NONE SCALE: NONE I AT "ITY .S11fE 7- ,2V 3s FOUNDATION: ' 2 , El CONCRETE BLOCK MASONRY NE NOTES O O ^ is i4.�s5 1. FOUNDATION DESIGN IS BASED ON BOILSI , �I U J INVESTIGATION REPORT BY: 1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90, GENERAL .� xI w . #CO3 x"7 .8 GRADE N UNITS. (SEE ARCHITECTURAL POR TYPE, P@it � 9 •10,*» PATTERN, AND JOIN? DETAILS) 1THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMEN- JcT1OW F SIONS AND SI?E CONDITIONS BEFORE STARTING WORK. 15, '' 105 2. MOR?AR SMALL SS- ?HE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. ftT � � 1 I i THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 1 PAR? PORTLAND CEMENT O F ZMI�J REQUIREMENTS THEREIN AND MAINTAIN A COPY ON THE 4 PARTS SAND 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE 0 JOB SITE AT ALL TIMES. 1/4 MIX. TO 1/2 MAX. PART HYDRATED LIME PRECEDENC9 OVER THESE GENERAL NOTES. TE:6p y !. IF NO SOILS INVESTIGATION IS PROVIDED AT THE 3. GROUT SHALL BE- 3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO �. Iul&Lmap KL be plods 1 Rbc ftD ffID PIK W r BEGINNING OF THE PROJECT, THEN PRIOR TO 1 PART PORTLAND CEMENT THE UNIFORM BUILDING CODE LATEST EDITION ,� . t I!�T �R v !�R � R W. Rl.as C!E A 16780 Cels ION '� FOUNDATION EXCAVATION THE COMPETENCY OF THE 3 PARTS SAND N 79 0 � O f «•� SUPPORTING FOUNDATION SOILS SHOOED BE VERIFIED Z PARTS PEA GRAVEL 4. THE DESIGN/ ADEQUACY AND SAFETY OF EREC N BY A REGISTERED CIVIL OR GEOTECHNICAL ENGINEER WATER SUFFICIENT TO ALLOW GROUT TO BRACING, , b►1++teN Gwl.t.KGSoU►�-ID�J P44 IS NoT N SHORING TEMPORARY SUPPORTS, E . , IS (.5 L411160 U IN d"I ) f'�todlr_'e G'914 1," AND APPROVED BY THE CITY, COUNTY OR GOVERNING FLOW INTQ ALL JOINTS. Sot Nn RPwNDI�JL^ 1W LvHdmTtic1vA^L AGENCY SAVING JURISDICTION OF THE PROJECT. THE SOLE RESPONSIBILITY OF THE CONT R. AND �� HAS NOT BEEN CONSIDERED BY THE ?RUCTURAL 00l4107Wc'"0w SIINTO• 4. ALL CELLS SMALL BE IN VERTICAL ALIGNMENT TO ENGINEER. THE CONTRACTOR IS RESPO BLE FOR THE �I wNEN c+u��N � �INa ����' �' �ho.Dl MIS`' RY ` t ql� B• MSION IS BASED ON TEs FOLLOWING VALUn: PROVIDE A MINIMUM UNOBSTRUCTED CORE OF 3"X3" . STABILITY OF THE STRUCTUR PRIOR TO THE 1 rJ! ��1T7 �� EON ���� 1 DOWELS FROM FOOTINGS SHALL BE SST TO ALIGN APPLICATION OF ALL FINISH ERIALS. HE SHALL }� T } ALLOWABLE BEARING PRESSURE PSF M/CORE CONTAINING REINFORCING. PROVIDE THE NECESSARY RACING TO PROVIDE Ga"T1'06 JOI NT's W /�W NTS H ;Uo'I {, owr, LATERAL ACTIVE PRESSURE: S?ABILITY PRIOR TO T APPLICATION OF THE !►INworarkr• c Ivry N-cT o�R "Ra"� LA LICE OF��E a) CONSTRAINED PCF S. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS AFORE- MENTIONED MA IALS. OBSERVATION VISITS G PC';t�I,Ic 0►J ��/I'l GIF+T;VI. INn i b) NON-CONS?RAINED • PCF CONTAINING REINFORCING, ANCHORS OR INSERTS TO THE SITS BY UCTURAL ENGINEER SMALL NOT � ' 4% AAA LATERAL PASSIVE PRESSURE • PCF SMALL Bt FILLED SOLID WITH GROUT. INCLUDE INSPECTI OF THE ABOVE ITEMS. �• } ; FRICTION ON i. CONCRETE SURFACES SHALL "BE CLEANED OF ALL 5. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT kt &Age E SIZE ♦ SPACAN3 AS WAW. 4• FOOTINGS SHALL BE POURED AGAINST FIRM LAITANCZ PRIOR TO SETTING OF BLOCKS. HAVE NO ZEN CONSIDERED BY TME STRUCTURAL UNDISTURBED NATURAL SOIL OR ENGINEERED ENGINE SIN P°ORC1 CONPACTED FILL AS REQUIRED BY SOILS ENGINEER. �Lj i. C RETE SLAB ON GRADE HAS NOT BEEN DESIGNED BY i. FILL A? RAMP WALLS AND RETAINING WALLS SHALL BE ME STRUCTURAL ENGINEER. • TRUCTURAL STEEL �' `�' M•' OF CLEAN NON-EXPANSIVE MATERIAL FREE OF G '1'•�d' ST'e ORGANICS AND PLACED UNDER CONTROLLED COMPACTION I . TRUCTURAL STEEL SHALL CONFORM TO ST DARD ' To I6E �IIT�' )W �kd! _ ECIFICATIONS FOR STRUCTURAL STEEL FOR IDLES 7• IT SHALL BE THE RESPONSIBILITY OF THE QNLESS NOTED OTHERWISE. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES 000 BUILDINGS A.S.T.N. A 3i.S. ROOF AND AREA RUNOFF, AND AREA DRAINAGE sWHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM V 11AI.L 00 Z• MIt"I� Bs DIRECTED AWAY FROM BUILDING. 2. FABR TION AND ERECTION SHALL C Y W TNL FROM DAMAGE. THE CONTRACTOR SHALL BEAR ' ALL LATS . I .S.C. SPECIFICATIONS EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION S G OW � J � x T. PROVIDE ADEQUATE DRAINAGE BEHIND ALL RETAINING r., WITH THE PROSECUTION OF WORK. D A v I.�•rE WALLS AWAY FROM BUILDINGS AND OTHER BTRUC?ORSS. 3. ALL SOL FOR STEEL MEMBERS CONFORM TO � IV��•1�. 'yo roP �I N ' � A.8.?.N. 1 07 UNLESS OTMERwI S ?ED. REINFORCING STSSL �•a►�IT1s�• �oIN1'9 •. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENTS 1 SHACONFORM TO THE SOILS ENGINFER's i. HI-TENSILE E B TS, WHERE CATED ON THE_ PLANS '�II .Z'rSM11� 2-�sM11.1 RECO!!lE1fDA?IONS UNLESS NOTED O?MERWISE. OR DETAILS SLI BE TH CTION TYPE AND THERE 1 . ALL REINFORCING S?EEL SHALL BE IN ACCORDANCE SHALL BE NO CQUER OR GALVANIZING WITH A.S.T.M. A615. GRADE SHALL BE AS FOLLOWS: !. L HOLDOWN ANCHOR BOLTS MUS? BE SECURED IN BETWEEN THE CON SU ACLS. MI-?ENSILE BOLTS }N�7L� L.�YER �G U�L� -- P E AND AVAILABLE FOR INSPECTION PRIOR TO SHALL CONFORM .T.M. A-325 OR A.S.T.M s 5 AND SMALLER ASTM GRADE 40 ONES CONCRETE. A-490. ft. 6 AND LARGER ASTM GRADE 60 w 50 IK L!�R DLA..MCTEm IN COI. UNLESS OTHERWISE NOTED ON PLANS. 11 1 1.. 40>K 8�� C��� N J� 2MAILING SCHEDU 5. llPt CO S S C ORM TO A.B.?.M. A-53-3 �- (TYPE R S) . 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR -THIS NAILING IS TYP UNLESS OTHERWISE NOTED OR ALL WELDING OF REINFORCING BARS. ®GD 140T-R 6 t'I ON GK gew OL :ra N 1 _ DETAILED. 6. COLUMNS CONFORM A.S.T.M. A-Sol OR syN �Dl� -TYP. NAILS SMALL DR BOX OMMON WIRE NAILS. -500 GRADE 3. BARS NOTED "CONT" , TYPICAL WALL REINFORCING, �1►� . - AND VERTICAL COLUMN REINFORCING SHALL HAVE A SI>~ A b SPECIFICALLY DETAILED CONNECT S SHALL BE COMMON 7. WELDING LL BE BY THE ELEC C SHIELDED ARC MINIMUM SPLICE EQUAL TO 50 BAR DIAMETERS LAP E 1 FT•G ��r WIRE NAILS. PROCESS, DONE BY A CERTIFIED WEL APPROVED BY IN MASONRY AND 40 BAR DIAMETERS LAP IN S✓1WCtlr f%.LSA THE BU ING DEPARTMENT. CONCRETE. W" cemmir GTOtir 40 MMIC - JOISTS 01t RATERS TO SIDES OR I /�L : Qulcl� %3.. STUDS-8" DEPTH OR LESS 3-1 8. FINISH IS ATTACHED TO STRUC? L STEEL 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR_. tr • FOR EACH ADDITIONAL 4'" IN DEPTH. 1-1 PR IDE 1/2" BOLT HOLES AT 4 '-0" FOR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE �Q - JOISTS OR RAFTERS AT ALL ACHMEN? OF MAILERS. SEE ARCHIT TURAL APPROVED BY THE STRUCTURAL ENGINEER. GoI�•IG CLD 7�1�1 'Or yG BEARING-TOE NAILS EACH SIDE -8d RAWINGS FOR FINISHES. J - STUDS TO BEARING-Tot NAILS 5. SPLICES IN ADJACENT HORIZONTAL WALL tQ EACH SIDE 2-6d ALL FIELD WELDING SMALL HAVE CONTINU S REINFORCING/ BARS SHALL BE STAGGERED 4'-0" Sc�,E�ec� s 7A.015 T BLOCKING BETWEEN JOISTS OR FTERS INSPECTION. MINIMUM UNLESS OTHERWISE NOTED. Y. TO JOISTS OR RAFTERS- NAILS S O1� EA. SIDE, ZA. END. 2-10d i. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAM TO JOISTS OR RA BEARINGS-TOi UM !rR THE SAME SIZE AND NUMBER AS VERTICAL WALL OR NAILS LA. SIDE 2-lod 1. ALL L ER SHALL BE DOUGLAS FIR OF THt COLUMN REINFORCING. DOWELS SMALL HAVE A + 1 ! - BLOCKING BE STUDS FOLLOWING GRADES UNLESS OTHERWISE NOTED. MINIMUM PROJECTION EQUAL TO STANDARD LAP 3-0 cows EACH END-r0 AILS 2-lOd MAXIMUM MOTS CONTLUT SMALL NOT ZXCX= 16% SPLICE UNLESS OTMERWZit NOTED. GY SQCGirK��� OR ~' SFt7YN1� Z�� � � END NA 2-lid PETITIVE USE MEQ S O� P13 cxjT' Not' To tiXGEI� - PROGRE VE BLOCKING STUDS AND PLATES STUD 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER MAXIMUM CPAC:W0 9kwWJ ADoVLw - R TO BLOCK i BLOCK JOISTS AND RAFTERS INSERTS SHALL Ht SECURtD IN PLACE PRIOR TO KAII eAVN CAjj-S W(r"j4 *24 Apket.$ CON?. NAILER 2-164 PLACING CONCRETE OR GROUTING MASONRY. OF F�RtNrw IN A . - L?IPLE SPUDS (STAGGER FOR Z X 4 0 3 4 N O. 2 6• PROVIDE THE FOLLOWING MINIMUM PROTECTIVE VA % � �� i'ER�1�I�LAR 2 Y 6 TO 3 X 16 IIiCLUSIV N0. 2 OfT'. IIJO R�NGM I!� STUDS WIDER THAN 4-) 16d-24"O.C. SINGLE USE MEMBERS P - RIBBON TO STUDS SEAMS COVERING OF CONCR,LTt: 1" X RIBBON 2-64 �; G / 2" X RIBBON 2-144 4 X 2 BELOW GRADE (UNFORMED) 3" CLEAR , � . - DOUBLE TOP PLATES 6 XOR LARGER BELOW GRADE (FORMED) 2" CLEAR I ?* ':- I I. •� LOWER PLATE TO TOP OF STUD 2-16d POSTS AND MULLIONS WALLS 1" CLEAR UPPER TO LOWER PLATE lid-li"O.C. it Q • 4 X 4 SMALLER NO. 2 COLUMNS 1 .8" CLEAR R 4 X 6 is LARGER NO. 2 SPLICE (4'-0" MIN) EA. SIDE BEAMS i GIRDERS 1 . 5" CLEAR 6 X 6 6 LARGER NO 1 - r PF�D5 •+P r�'1 OF BUTT IN ?OP PLATE 6-164 STRUCTURAL SLAB - ,r 1 UPPER TO LOWER PLATE • MISCELLANEOUS LUMBER (ABOVE GRADE) 3/4" CLEAR ' AT LZA 1 �. - BLOCKING, : .. FURRING ETC. NO. 3 •.` � f� �j __ INTERSECTIONS 3 lid DECKING AND SHEATHING - CSILING STRIPS2X, 3X, 4X COMM'L. DEX. 9. 05 OR RGER REINFORCING BARS SHALL NOT BE RE- ten . h 1 X 4 PER BEARING (STRONGHOLD BENT WIT T APPROVAL OF STRUCTURAL ENGINEER. OAYEDI i ASSOCIAT - 2. ALL STRUCTURAL LUMBER SHALL BE GRADED D IN A TYPE) 2-sd ting EMgine ACCORDANCE WITH GRADING AND DRESSING RULES Eli ' Z -� !•TG U' TYPES PER BLARING (STRONGHOLD 1-1� OF THE WEST COAST LUMBERMAN'S ASSOCIA?ION. � �1 BUS nter Dr. ,Suite 110 T < 15 TM� yW ) 3. ALL W002 BEARING ON CONCRETE OR MASONRY IF LESS CONCRETE ��, 7 ..OW � - PLYWOOD NAILING-SEE DETAILS , _ " !' 003 N U AND/OR SCHEDULE THAN 4 ' -0" ABOVE GRAD& SHALL BE PRESSURE c� E Cu ►.t►J /y-t• IL7 L/.Ir.N 14)752 -8385 �� 1" O, - BUILT-UP BEAMS 20d-32" O.C. • TREATED DOUGLAS FIR. �� NOTE=. Falx: (714) 724- 1649 - TOP AND BOTTOM STAGGERED 2-20d B END 4• ALL P.S.STRU1-74 .TURAL PLYWOOD SHALL SE IN ACCORDANCE O WITH P.S. 1-74 . konsoo- "T 9L - 1 X 6 LE? IN BRACES, EACH 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, R E V I S 1 O N S FOR CITY USE ONLY flf{AI•L SE p TC7 ISR i' 5 7.O OR :r-ay9 BELOW ' I -J BEARING. PRE-DRILL HOLES - ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 0 AT AH fK O5 r tamOe SI.Z�� Cp� ♦ I.6 FOR NAILS 2-8d DATE DESCRIPTION APPROVED INITIAL DATE � I Rf_ _ � _ 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN STREET TEMPS `TUR O'" �w To X400 5HOov d. PI mp=_5 f_ o s JOISTS OR RAFTERS E ALL SUPPORTS. I 1 ALL CONNECTING HARDWARE JOIST HANGERS TIE STRAPS - - WATER/SEWS D6G,� /�FtR�JNLI I Hal ` Hry ►d '-.�-0 t5L1I rTG 9 Use "'7i�Yp 7. HOLES FOR BOLTS SHALL BE BORED 1/32 TO 1/16 ��, _TF GRD L DRAIN WELD�4 Ohl;3 FT'G o`'1•�L 'T� ��Y wITM1►•J 51-08t.�I•.IIT ETC. . SHALL BE SIMPSON "STRONG-TIE" UNLESS LARGER THAN NOMINAL BOLT DIAMETER. TRAFFIC �r OTHERWISE NOTED OR SHOWN. S . ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS 5 -1 UNDER HEAD AND/OR NUT. SEE SCHEDULE. FINAL CHECK 9 . ALL BOLTS SHALL BE RETIGHTENED PRIOR TO R/w APPLICATION OF PLASTER, PLYWOOD, ETC. AscoNST. LOW � SIL E E?`'11 oME E 10. CROSS BRIDGING SHALL BE PROVIDED 0 61-00 0.C. H "RMAX.MAFOR ALL JOISTS AND RAFTERS MORE THAN 6" THESE PLANS WERE PREPARED BY: FOR PRIVATE USE -� CD3 (E •'10) /2 d� �' WA5HE9 5CH DU LE IN DEPTH USE 2 X 3 OR AN APPROVED METAL TYPE "TIAL DATE .1YB1 t1l BRIDGING. DRAWN "t' Cr'T}1� p iT M^t.Lt�Ot-°= N�� �MIOI�tl7 li . PROVIDE 1 X 6 DIAD. Ls?-IN BRACING (AT APPROX. �,pMOSCgp� CHECKED 440 * 6 IRON ER ft ���E GuY W MM 45 DEGREES) EVERY 25' -0" IN ALL STUD WALLS NOT C t I 1 1 I I I t l SHEATHED. BRACE SMALL RUN CONT. FROM ?OP PLA?s �Q�',' AYAA►'A;o'9.p�, NAME DATE ATS• J�2,Wmc /4 1 '�K 434y y LICENSE NUMBER FILE 70 SILL PLATE. 12. A?TAC!! 2X HAILERS TO STRUCTURAL STEEL WITH W • r CITY OF RANCHO CUCAMONGA• Sd2 + x�1V 00 I Tt T x Vb 1/2- DIAME?ER BOLTS i 4@-0- O.C. FOR ATTACHMENT ac ; OF FINISH NOTED AND SHOWN ON AItCHITSC?URAL + f COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION _54� ,� �/w 3� ,� �'� ,/4� 2' � ,� s ,zu DRAWINGS. * PROJECT NAME E``t N4 PkR K 13. GLUED-LAMINATED WOOD BEAMS SHALL BE DOUGLAS fr _ l � � � 7 1l 1L 7 Ix t I + I 1 FIR COMB. 247 (Fb• 2400 PSI ,Fv 165 PSI , `rlgl P�`P via-''oRl/` s/I N �Y�.CZoto SOVTh4 •HE � f T ' Tx 0 � Z ♦+ Yt� 01800000 PSI) INDUSTRIAL APPEARANCE WITH E OF cA�* SHEET TITLE I �1 Af7� AcL&pJ' 1 11 1 1 f�.1 EXTERIOR GLUE UNLESS OTHERWISE NO?sD. 9TR.0 CTV �"• TN, wed D!� ;�i� 4 T 4 4 '` ��` }� j1� 14. CERTIFICATE OF INSPECTION FOR EACH GLU-LAM G$H ` f4OT6af T r 1 G�'�' I7��'/!.I L AH C, �N46 �,T (M„�) BEAM FROM AN APPROVED TESTING AGENCY TO BE APPROV APPROVED ~T 1 ^Ss - WOM I U� 5TA `j� �T W��'R r'"OM A SUBMITTED TO AND APPROVED BY THE BLDG. DEPT. M ?URB at"` 9� lb ,400�eo;�er.'. i aR > t� P^WO TMG WELCINv �l� �a• DOLT5 EXCEPT THOW *4 'HOLO �WFJ PRIOR TO ERECTION. �r`1�` �O ' L11503MMS 13. ALL POSTS SMALL HAVE CONNECTIONS / ?OP AND OAT Y s vIC MANAGER DATE CITY ENGWEER ' I CPR BOTTOMS WHICH SMALL BE SIMPSON "CC", "CB", OR APPRo D 5 "BC IiAL! BASS" UNLESS SPECIFICALLY DE?AILED DATEy BUILDMIG OFFICIAL SHEET OF 2'j S-I d?8&RWISi. /yD f-L APPROv DRAWING NO. OF �� DATE CITY PLANNER eT 3 S J CONCRETE 2 ��1 1 . THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH 28 DAYS SHALL BE AS FOLLOWS UNLESS ED OTHERWISE ON PLANS: 3000 PSI FOR ALL STRUCTURAL CONCR 3000 PSI FOR ALL GRADE BEAMS. 2000 PSI FOR ALL FOOTINGS AND ON GRADE. 1 l +� 2. ALL CEMENT USED SHAL ONFORM TO A.S.T.M. 1 , �>�t'�ll.NDls METiO.L „ C-150. q I 3. FINE AND COARS GGREGATE SHALL CONFORM To .3-4 3.4 3`4 A.S.T.M. C-33. 4. LOCATION OF CONSTRUCTION OR POUR JOINTS MUST B PROVED BY THE STRUCTURAL ENGINEER. I _ t- r 5. PI OR DUCTS EXCEEDING ONE THIRD THE SLAB WALL THICKNESS SHALL NOT BE PLACED IN —` �'J I DETAILED. SEE MECHANICAL AND/OR STRUCTURAL CONCRETE UNLESS SPECIFICALLY / ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. i. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE ti Q Q Q 01 O I I IN SLEEVES, BUT SHALL NOT BE EMBEDDED Q T P TYR f N I Q Cl Q (sI a Y .-3 1 - �� ILIT 'R I THEREIN. { { ; La 7. PROVIDE 3/LN CHAMBERS AT ALL EXPOSED CORNERS. ' A. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, J t, =601. GROOVES, ORNAMENTS, CLIPS OR GROUNDS N � +I N REQUIRED To BB CAST IN CONCRETE, AND FOR FLUSH LOCATIONS OF FLOOR FINISHES AND SLAB o DEPRsssloxs. S101 L&01-MR w � I I �x � � { H. PROVIDE CONTINUOUS INSPECTION FOR ALL • _ j P , V +--� r ��� � v�RT CONCRETE EXCEEDING 2500 PSI. I �---- •J ° I 1_ " I r I e o�oslT� 51 OS. F'Rovlt�E -4 3TISg l - r a o ( � �•� Q°I c ' I i� o ` _ J I u I — rm wp2. VL ' _ � I Ills- J .. �x� rl51'.S0QM • �� o ! �' T Y P• �xTIZ R t I I l , Z Z1 so J -� _- 31 r II I t t N ! � t N 1 N 1(� 4 • 5 .2 g - Z 4.8 S-3 � R�!►'�T�Rg C� 8ot o•G• YLao. ROOF FRAMING L /-4ws%,N. 0 tII%l PL AoNl � 5 * - YEDI i 1, �* I M ASSOCIATES OA 81 Consulting Enginoors 2061 Business Center Dr. ,Suite 110 Irvi - 3 Z. a- cQRf' Tel: (7lCA92715 "R T 9 ( 1�P ) - 164 • 714 724 Fax. Q _�4 GHoRo 2�t to R•s. c P. R - F/l.SCI A*. REVISIONS FOR CITY USE ONLY ' f DATE DESCRIPTION APPROVED 010 3 INITIAL DATE STREET I) O 8�X4MX 1�1, 9L U M Fp h + OL �/► I WATER/SEWER p �' ... �•�•� ���• VEN GRD L DRAIN Q �tt ✓'y, TRAFFIC -- - ~� `r FINAL CHECK v-Mkl&R T"low AS CONST. o ' OF CAL* ,I s ! THESE PLANS WERE PREPARED BY: FOR PFUVATE USE o I I u 4-C a 411 T�y�r• , n �± INITIAL DATE �• � !� • RbA.R ( ` { P, � OC/ � HT � NVQ DRAWN CHECKED = O Q • ,} 1aM AMA- MATEO gNT G P.Ap I T ca NAME DATE a Z ► t Z p z o/2sc G L c K N G R o v sn 4601 hi/!►1 3 CP"o•c• LICENSE NUMBER FILE N ALL E-0GLS 1400.0. F191.0 T PLYWOOO SNG T' CITY OF RANCHO CUCAMONGA' oil CIE - — _ DECKING 5Ha•L.L HA1/I= 2 -1400 NALLS AT EACH COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 5 E/!•R 1 NG R OOLN I G�G CII o/0/4. Mo&A• OCT int A PH f5lbA. PROJECT NAME tI LLI NO► FAR KG�� G" o c t�tllt►X . / *T O1,e.pP.{ . lSOu►tilfl,6M!S V I GTGNLI n VI N E Y001100-4.C75 SOtaT H b1M• ,b.N L 17 GME, wj�1. L SHEET TITLE ST M U C T U R-Ab L Q FOUNDAT�ON,P=XA1" INC% PL./l•NS SEGTIoN /L AP VIED APPROVF.P - '3 _ 77l d N OAT OMMUNITY V MANAGER DATE 3- CITY ENGINEER AP VED SHEET�g.Z OF DATE V / BU G OFFICIAL ^ ?-.4 �jDRAWING NO. OF DATE Y PLANNER 35 M F KA, e2 4 dbT CZAa fl tl L° SA, • RA 1= TEsR 4)C 8 RAFT''ER TYPICAL 8 MASDIJRY IMAti.I.. PC llN1=ORCSO vVTO 4t oo W1:1.5 d II *A.ea •'`o .c . �• 4 II RooF RLI► R I �' Co o I: 2X GONT P�LK 4..0 171A .• LAP #4 (2 QA1''�•C• H T'rP• �*�- toow a ROot= (LAto F,C`SG IAs. 2 Ott M 1 N - e •�� o • C4 NT. (�I,.K Q �4.G a 4" o-c- 2.x4 Q 1 � - IB" Ott 1.4 lip GONG • GONT. 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"T'r7P &OTT at N w/I- 54484 x 1 colt LoN co ";!> . TO W&LL gl�Er 1•Lp.N oP.;pL N LJ T. R 1TSG E E3M • P.SLOCK WALL I Iz`' W IRa MESH P/4-*% N M L< i'' CONNECTION O TERNALL 11 (: a) • TbL.0 C:< VV*L L. 34"01 � ROOF SHE .T G TFZKNC. •f axC,bv�Sl.TtoN �tM 10,50N A.-66 ` 1 t o1.4.'I A.xb "F ese► 1'1L o/SaL R!. � 1!7 O •C • Q ��� O•G• ORTO q0 pENJJTI' IN M P HS 1b TO RAFTER CO ECT RAFTER MMd CC ;�,• I rL D•G. NO TRS NG H ES 1 - wro fb L L OW T HESE of cu " 1 Ik 3x8 NaLEI. W . . 3x& L.rK W/ L_1 N W� 2� / s .I N Ivc4 TrtM- c � x k W/5aa� / Ow • �. 48" O •G• i 8" G PERFs1�11� PIGu"p. TD FOOT1 G15 _--- EST Room 510E UTI Y AReok 6% G M U OAYEDI �ssocuTEs -- �� Ing Eng 15LuMP I'sLIL . 2061 ter Dr. ,Saha 110 V�N EE R Io" keine 7 4)752 -8385 PARALLEL To Toon Nc,� Fox: (714) 714. 1649 SH EAR T RAIN S FER P h,RG 114 TOPLOIreINTERIOR WA L L I" E AN4 V E D a 1 L I" J ?m TRENCH 0 ETA 1 L. FOR CITY USE ONLY REVISIONS DATE DESCRIPTION APPROVED INITIAL DATE STREET Q 1` 51 M f�ON Rfb W/ 2'Q MIN T'f • t9 �•I F� #k 2 To**B INCLU51v� GRO i DRAIN AG �D LTS 1`2 •*4 V MR-T- I,,,AJ"1� T7P• _ E 0 G� oR ZT IRS _.�.� �ol� 9 Ar,11D �,p.+RGER � -el-la. TRAFFIC I MIN• F NAL CHECK CM LINTEs 1- 5X4 YcV LL. ENt7 �, -1 ` Riw 1 AG 'Ib�►R AS CONST. Ic TYP AT coN c • • WAL L 5 Q O THESE PLANS WERE PREPARED BY: FOR PRIVATE USE • — �5�It3l.1E �10o wAOK INITIAL DATE U `2 I HOOK a1404bN HOODS AND f5ENC M DRAWN W N III;R C Z-O CHECKED do Z S T '• L/� G/�►N N OT LICENSE NUMSER FILE 2 - S NAME DATE Top I o 13E 01b A•t Ntt� aIOTT• NOT15c - CITY OF RANCHO CUCAMONGA luN • „ �kM 1 T Q IA►G /Vow a ,.5t�r A s-3A COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION /�•T I7oC�R. ftI,%Rdb A.T IWITT OF I tt Ary Y PROJECT NAME r=NA P*-$tK • AX $ 1�/S.1= T E>Z•'S O QE N I N G S D P E t►1)N GS 3 G Q CON C• Z -O M I N • �LL - t w 1_RC CONC . "O'cid a Ml&lb • 2 • CA�" M 11-4 - - � S � t o•c- G' sO O C�U b OtZ SHEET TITLE S T i. 8 , _ R u-c T u rz k.0 r��.TA.1L.5 L ...< 00 KLf� AT D��04►T I o N A 14 ED 10APPRov�p 5 P L I G E T'f P OPE N IN G REINFORC I NG s ��� � Rt� O� � DATE -.Its TY SE ENGINEER DATE � � CITY ENGEEH APPOOVED SHEETfZOb .to OF r 2 3 `^'� p �� /� ( DATE B G OFFICIALT Y M U L I N T i.•• 7L�-A 5EAM TO W/..\LL "�I' c) jc0t*4CRr= "rF— ' S A L L� T Y 1 � R E ��rl�.�Fk 0 EE T/- I L DAPTROVE% ANNER DRAWING NO/y o 9-L CALIFORNIA TECHNICAL IMAGE 714-840-f/89 / -3 5- �• t'OONDATION: �R� � 54Z=5 CONCRETE BLOCK MASONRY NE NOT&S O 0202 O O ^ s, � as-y A4�s5 1. FOUNDATION DESIGN is BASED 011 SOILS XNVZSTZOA?ION REPORT BY: (A66 UMED 1. CONCRETE BLOC[ SHALL CONFORM TO A.S.T.M. C-90, GENERAL • ♦ • GRADE N UNITS. (SEE ARCHITECTURAL FOR TYPE, �o��a• ui; � � 51101 G. '� a SBP=tloc�Ps>=) •' -•- 74 01 9 �•10,911 � PATTERN, AND JOINT DETAILS) 1 . THE GENERAL CONTRACTOR SMALL VERIFY ALL DIMEN- SIONS AND SITE CONDITIONS BEFORE STARTING WORK. O ,�11� 1 �D way * 10� 2. MORTAR SMALL Bt- THE ARCHITECT OR ENGINEER SlU1LL Bt NOTIFIED OF GIM.. 701 N �t1 1 . ANY DISCRlPANCY. ��• 1C, 1 TZZ CONTRACTOR SMALL BE RESPONSIBLE FOR ALL 1 PART PORTLAND CEMENT O CC RsQUIREMZMTS TEMIN AND MAINTAIN A COPY ON TIM 1 PARTS SAND 2 . NOTES AND DETAILS ON DRAWINGS SMALL TAXI CD 1 O 2 F 2MIt'J t O r � JOB SITE AT ALL TIMES. 1/1 HIS. TO 1/2 MAX. PAR? HYDRATED LIME PRECEDENCE OVER THESE GENERAL NOSES. L40 T� IF NO SOILS INVESTIGATION IS PROVIDED AT TIE 3. GROUT SMALL BL- 3. ALL MATERIAL AND WORKMAMSMIP SHALL CONFORM TO ,4J EL Aj.L be It= I LG k.ZF bvA►!Ra � � , � I !. . . , BEOINNINO OF Tl1E PROJECT, ?1=N PRIOR TO 1 PART PORTLAND CEMENT THE UNIFORM BUILDING COOL, LA?t5t EDI?IOM. �' � I - I R�s't' b� Z - • 1 FOUNDATION EXCAVATION TRE COMPETENCY OF TRZ 3 PARTS SAND W. �� � pI- 1000 ta+sTrJapeN 0 '� SUPPORTING FOUNDATION SOILS SHOULD BE VERIFIED 2 PARTS PG GRAVEL 1 . THE DESIGN/ ADEQUACY AND SAFETY OF ERECTION N IV 4b fo d►k�eN CN4•I�t �- .a IS Net (�lr.�0 a 3k N BY A REGISTERED CIVIL OR GEOTECHNICAL RNGINR R MATER SUFFICIENT TO ALLOW GROUT TO BRACING, SHORING,TEMPORARY SUPPORTS, ETC. , IS �� Trisl. AND APPROVED BY TML CITY, COUNTY OR GOVERNING FLOW INTO ALL JOINTS. THE SOLE RESPONSIBILITY OF THE CONTRACTOR , AND (S�a U IN S I IJ ��4 1 AGENCY RAVING JURISDICTION OF TNS PROJECT. HAS NOT BEEN CONSIDERED BY THt STRUCTURAL se+H �,tIY,rN vla fs/ I.eN art t >c� ♦.L 0110coNC -STS GI�A�'�WG1'1�N ?�I N M• 1 1. ALL CELLS SMALL BE IN VERTICAL AL I GNMt1R TO ENG I NLtR. THE CONTRACTOR 13 RESPONS I BLt FOR THE 10 40o& ` MIN S. =2169 XS BASED ON TIE FOLLOWING VALUES: PROVIDE A MINIMUM UNOBSTRUCTED CORE OF 3-X3- . STABILITY OF THt STRUCTURE PRIOR TO THL 4WMCH �,IUIM.+J `;r16C.INd •7�e�•t'•a'3 '.5d'• "� 1 , DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN APPLICATION OF ALL FINISH MATERIALS . ME SMALL �N� A.MlrlL. 4~fT'Rj1G 1 /MI�/�D I ALLOWABLE BEARING PRESSURE • ' 1s,COPSF M/CORK CONTAINING REINFORCING. PROVIDE THE NECESSARY BRACING TO PROVIDE �y1�T'�VE• JOI NT'v / �NTN N �I-011101I LATERAL ACTIVE PRSSSURZ: STABILITY PRIOR TO ?Mt APPLICATION OF THE 961N )VILOWL yr Her 04%e-40k 0"04106 a) CONSTRAINED PCF 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS AFORE- MENTIONED MATERIALS. OBSERVATION VISITS c.rjvTr wToN A-wv/vlk *OPTw- 6A. selars • LAP SPLICE OFFR5ETI. b) LION-CONSTRAIIED a PCF CONTAINING REINFORCING, ANCHORS OR INSERTS TO THt SITZ BY STRUCTURAL ENGINEER SMALL NOT so -do ri ALAX, LATERAL PASSIVE PRESSURE • PCF SMALL BI FILLED SOLID WITH GROUT. INCLUDE INSPECTION OF THE ABOVE ITEMS. FRICTION • 1 6. CONCRETE SURFACES SMALL Bt CLEANED OF ALL S. V28RATIOMAL EFFECTS OF MECHANICAL tQUIPMlNT -L� &4" SMR g1LE ♦ S aN0 #445 V�vI.L 6• FOOTINGS SMALL BE POW= AGAINST FIRM LAITANC9 PRIOR TO SETTING OF BLOCKS. HAVE NOT BEEN CONSIDERED BY TME STRUCTURAL UNDISTURBED NATURAL SOIL OR ENGINEERM ENGINEER. �Q'I N P�ORC1 rdO N L.� ILK COMPACTED FILL AS REQUIRED BY SOILS ENGINEER. L � ! i 6. CONCRETE SLAB ON GRADE HAS NOT BEEN DESIGNED BY S. FILL AT RAMP MALLS AND RETAINING MALLS SMALL BE RUCTURAL STEEL VOID THt STRUCTURAL ENGINEER. 0ww. OF CLEAN NON-EXPANSIVE MATERIAL Flttt OF ORGANICS AVID PLACED UNDER CONTROLLED COMPACTION I . TRUCTURAL STEEL SMALL CONFORM TO STA ARD 7 , IT SHALL BL THE RESPONSIBILITY OF THL T•ta. ST�tI� UNLESS NOTED OTIERMISE. ECIFICATIONS FOR STRUCTURAL STEEL FOR IDGIS ATE ALL EXISTING UTILITIES O b1>E l�' IW M1Jk�! CONTRACTOR TO LOC BUILDINGS A.S.?.M. A 36. V 1 S. ROOT' AND AREA RUNOFF, AND AREA DRAINAGE SMALL WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM 14- 000Z-� � i BE DIRECTED AWAY FROM BUILDING. 2. FABR TION AND ERECTION SMALL COMP WITH TM9 FROM DAMAGE. THE CONTRACTOR SMALL BEAR ALL IIJ t EXPENSE Or REPAIR OR REPLACEMENT IN CONJUNCTION J 1 7. PROVIDE ADEQUATE DRAINAGE BEIIND ALL RETAINING LATEST I .S.C. SPECIFICATIONS., WITM THE PROSECUTION OF WORK. OGO �s R11G I O1•J MALLS May FROM BUILDINGS AND OTTER STRUCTURES. � ���, y 1�p two N , � 3. ALL BOL FOR STttL MEMbtRS S L CONFORM TO � A.S.T.M. A O7 UNLESS OTHERWISE TED. REINFORCING STUL X^,W& �4 TF.A. "•I N T'J 8. MINIMUM SLAB REINFORCZMRNZAND PAD REQUIREMENTS AN 6pr J J SHALL CONFORM TO THE SOILS ENGINEER'S 1 . MI-TENSILE TS, WHERE IND ATED ON THE PLANS •*9M11►1 Z•�S MnJ RECOMMENDATIONS UNLESS NOTED O?1ERMISE. OR DETAILS SBA BE ;It FR ION TYPE AND THERE 1 . ALL REINFORCING STEEL SMALL Bt IN ACCORDANCE I�NSHALL BE NO mPA , CQU[]t OR GALVANIZING WITH A.S.T.M. A615. GRADE SHALL H[ AS FOLLOWS : • 4* f!a 9. ALL NOLDOMN ANCHOR BOLTS MUST BE SECURED IN BETWEEN THE COM T SU CLS. MI-TENSILE BOLTS ,� PLACE AND AVAILABLE FOR INSPECTION PRIOR TO SHALL CONFORM TO S M. A-325 OR A.S.T.M • S AND SMALLER ASTM GRJIDE /0 NC7LLa DYER �� �. PooRINO CONCRETE. A-190. t 6 AND LARGER ASTM GRADE 60 _ UNLESS OTHERWISE NOTED ON PLANS. M 1 -I �" • 11.R �MlsTIR IN C004cRCM 5. PIPE COLUMNS s C ORM TO A.S.T.M. A-53-5 11 11 �, ��px 5^A �,,tC7PaK MJ M^ Jw NAILING SCHEDUDE (TYPE t OR S) . 2. LOW HYDROGEN WELDING RODS SMALL Bt USED FOR VOID -THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR ALL WELDING OF REINFORCING BARS. ©G+o NgfRi1�f I ON �c Ir.A�f I��-• Z01 N r DETAILED. G. TUBI COLUMNS CONFORM A.S.T.M. A-501 OR 3. BARS NOTED "CONT" . TYPICAL WALL REINFORCING, • -TYP. NAILS SMALL •E BOX OR COMMON NIRS NAILS. A-500 GRADE B NINON 3 5001A AND VERTICAL COLUMN REINFORCING SMALL HAVE A �UJ1 � SPECIFICALLY DETAILED CONNECTIONS SMALL St COMMON 7. WELDING S L BI BY THE ELIC C SHIELDED ARC MINIMUM SPLICE EQUAL TO 50 8118 DIAMETERS LAP 51rum MIRE NAILS. PROCESS, HE BY A CERTIFIED MEL APPROVED BY IN MASONRY AND 10 BAR DIAMETERS LAP ZN E d%AWCoUT fnLLeO FrG RENT TNt SUI NG DEPARTMENT. CONCRETE. �-N �M�- � fd1l•�tltJ - JOISTS oft ZPTH OR TO SIDES OR � OV�h� - �� STUDS-B- OEPTM OR LtSS 3-1641 8. WI[ FINISH IS ATTACHED TO STRUC L STEEL / . REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR I FOR EACH ADDITIONAL 6 IN DEPTH. 1-16d PRO DE 1/2 BOLT HOLES AT 41 -0" . FOR NOTED. SPLICES AT OTHER LOCATIONS SMALL BE jm� Q A woax - JOISTS OR RAFTERS AT ALL A ACHMENT OF MAILIRfi. $99 ARCYIT TURAL APPROVED BY TMt STRUCTURAL tNGIN[ER. Co�� ��� 7I�G11Jo CPF 11110•pl yG _ BEARING-TOE NAILS EACH SIDE 3-64 WINGS FOR FINISYtS. � • 5. SPLICES IN ADJACENT HORIZONTAL WALL - STUDS TO BLARING-TOE NAILS LACK SIDE 2-66 ALL FIELD WELDING SMALL RAVE CONTZNU = REINFORCING BARS SHALL Bt STAGG[RID 1 '-0" t� - BLOCKING BETWEEN JOISTS OR RAFTERS INSPEC?ION. MINIMUM UNLESS OTHERWISE NOTED. �IGLR TO JOISTS OR RAFTIRS-TOE MAILS - RA. SIDE, tA. END. 2-lOd 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS bo 01A% 1 LUM� ?ML SAME SIZE AND NUMBER AS VERTICAL WALL OR ss �R J TO JOISTS OR RAFTER BEARINGS-TOS IALL Ll::�irtR SMALL BE DOUGLAS FIR OF THE l� NAILS IA. SIDE 2-104 COLUMN REINFORCING. DOWELS SMALL RAVI A .LE'0 �I-0! ��C - BLOCKING BETWEEN STUDS FOLLOWING GRADES UNLESS OTHERWISE NOTED. MINIMUM PROJECTION EQUAL TO STANDARD LAP p�VID�i ��IN` A5 �L G GI~IC•.+%1 OF� OR I�vIM� SACK END-TOL MAILS 2-lod MAXIMUM MOISTURE CONTENT SMALL NOT tXCEJLD 16K Y SPC i T� �7 g � END NAILS l-164 SPLICE UNLESS OTYtRWIst NOTED. OP4 M/1P�s Dlr NOL' TO •XGE!'.0 Z-a Mfg REPETITIVE USE MEMBERS - PROGRESSIVE BLOCKING STUDS AND PLATES STUD 7 . ALL REINFORCING, ANCHOR BOLTS , AND OTHER !~'1AVCIMUM V0A=1•40 5kpWJ AcovC - I RAFTER TO BLOCK A BLOCK INSERTS SMALL BL SECURED IN PLACE PRIOR TO �g SA4* Gtlr-5 w(T o4 k 44 A&L" TO CONT. MAI LER 2-164 JOISTS AND :AX4 INCLUSIVE MO. 2 PLACING CONCRITL OR GROUTING MASONRY. UN ANG IN A MRS - MULTIPLE STUDS (STAGGER FOR " 2X 6 TO 3 X 16 INCLUSIVE NO. 2 5, PROVIDE THE FOLLOWING MINIMUM PROTECTIVE _1 sOOr-1� STUDS WIDER THAN 4- ) 164-2400.C. SINGLE USE MEMBERS IC'rl`dGM r1AlE - RIBBON TO STUDS BEAMS COVERING OF CONCRETE: i..C•• '� !BT b IN X RIBBON 2-44 I 2- X RIBBON 2-164 1 X NO. 2 BELOW GRADE (UNFORMED) 3" CLEAR - DOUBLE TOP PLATES 6 X OR LARGER NO. I BELOW GRADS (FORMED) 2" CLEAR -(lei POSTS AND MULLIONS LOWER PLATE TO TOP OF STUD 2-164 / X 1 i SMALLER NO. 2 WALLS 1" " CLEAR UPPER TO LOWER PLATE 164-16"O.C. COLUMNS l . b CLEAR I SPLICE (1 ' -0- MIN) LA. SIDE 6 X 6 i LARGER NO. 1 BEAMS i GIRDERS 1 . 5- CLEAR „ �P r OF BUTT IN TOP PLATI 6-164 MISCELLANEOUS LUMBER STRUCTURAL GRAM 3//" CLEAR twoUPPER TO LOWER PLATE AT L.F�4� � � � INTERSECTIONS 3-164 BLOCKING, FURRING, ETC . NO. 3 opclFESs,, f (,.�'.' { �� - - - CEILING STRIPS DECKING AND SHEATHING S, t5 OR LARGER REINFORCING BARS SMALL NOT BE RE- O R rr �/ s 2X, 3X, IX COMMIL. DEX. BENT WITHOUT APPROVAL OF STRUCTURAL ENGINEER. i FDR r1 ".� i X 1 PER BLARING (STRONGHOLD f1 � L IN;N t3 �A TYPE) 2-6d 2. ALL STRUCTURAL LUMBER SMALL Bt GRADED I N W , :i ACCORDANCE WITH GRADING AND DRESSING RULES 016 ye -Z O R PTG ) 2 X 3 PER BLARING (STRONGHOLD / Or TF1[ NEST CORS? LUMB[RltAN'S ASSOCIATION. CONCRETE U' .� r.l�g v - TYPE) i-164 3, ALL W000 BEARING ON CONCRETE oR MASONRY IF LESS ,0W Hlt>FW d- A � X55").41111 Y PLYWOOD NAILING-SEE DETAILS THAN 40 -Oft ABOVE GRADE SMALL B! PRESSURE sj g � ¢p�,l ►.� 0 /�.T IVR ? L-/>t•N � b 1 c(4 AND/OR SCHEDULE DOUGLAS FIR. 'rip N1/V.I. O � TREATED DO Fpl� 1J O"t L� ' f�f CA����``, , - BUILT-UP BEAMS 2041-32" O.C. 0 1 . ALL STRUCTURAL PLYWOOD SHALL 8t IN ACCORDANCE C) OP AND BOTTOM EACH STAGGERED 2-20d v CND WITH P. S. i-71 . - i X LET M BRACLS ' 5. STRUCTURAL MEMBERS SMALL NOT BE CUT FOR PIPES, R E V I S 1 O N S FOR CITY USE ONLY '�}� flt•{/�1.L pe I p TO fgom PIPES 0-I ON OK ,,.E-490 BELOW BEARING. PRE-DRILL MOLES ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. AUJp ^ AH ��ftfW �rM.k 5 PRDVIIe 'L.L-zY ItGOI4C C4 I FOR NAILS 2-8d 6. 2X SOLID BLOCKING SHALL BE PLACID BETWEEN DATE DESCRIPTION APPROVED INITIAL DATE STREET TE�PF �Rk Or' _5� TO '�G ^s 5HO�• !'O��P'�9 �•t1oRE NAR 10 HANGERS ?IE STRAPS JOISTS OR RAFTERS • ALL SUPPORTS. - - WATER/SEWER D6G, KSHHel" ►�G kG TM�•N Oi-01 0!`xw F-Tcs�s LJ6� �Ti�TQ ` ALL CONNECTING HARDWARE, IS? 7 . HOLES FOR DOLTS SHALL Bt BORED 1/32 TO 1/16 c,Ro oaA� Fl•G C7s'�'i�L ,� �� wITMN ',�M1T ; [TC. . SMALL at SIMPSON "STRONG-TIE" UNLESS . LARGER THAN NOMINAL BOLT DIAMETER. WEI.DII•�D (A.I�rOhl' OTHERWISE NOTED OR SHOWN. TRAFFIC • • ALL ,�.,Ts BEAR:NG ON WOOD SHALT. HAVE WASHERS FM/AL CHECK -' UNDER HEAD AMD/OR NUT. SZE SCHEDULE. RAW 9 . ALL B:L'A"S SMALL BE RETIGHTENED PRIOR :0 AS CONST. 1. APPLICATION Or PLASTER, PLYWOOD, ETC. � Low ��� 71L E � E 10. CROSS BRIDGING SHALL Bt PROVIDED 0 6' -0- O.C. CE mw � l p 1 MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8" THESE PLANS WERE PREPARED BY: FOR MMVATE USE • V,21 O or C011.114.0) U59 WA5HER E DU L"E IN DEPTH USt 2 X3 OR AN APPROVED METAL TYPE MTIAL DATE w� �1 . x-Hroc j,g I,N�O&5 BRIDGING- DRAWN ]; M^L.LtAOL� 14RO I' .rA JO►AD 11 . PROV I Dt 1 X 6 DIAD. LLT-IN BRACING (AT APPROX. �� OS p , `T IROW ER It W O-44MGUT W CR IS DEGREES) CVIRY 25 ' -0- IN ALL STUD MALLS NOT CHECKED 6 I 1 1 1l >t 1 I I I s 1 t � • SMEATM[D. BRACE SMALL RUN CONT. FROM TOP PLATS LICENSE NUMBER 2 y5-AME FILE DATE Y 2 fZ T ?,�l r 2�t /� 1 �'.� TO SILL PLATE.__7 S 3 1 12 . ATTACH 2X HAILERS TO STRUCTURAL STEEL WITH CITY OF RANCHO CUCAMONGA / I ` 9I�j 27 7c�IG• 00 I } x �1 1/2" DIAMETER BOLTS i 4 ' -0' O.C. FOR ATTACHMENT • or rIMISM NOTED AND SHOWN ON ARCHITECTURAL COMMUNITY DEVELOPMENT DEPARTMENT ' ���� fr1p�7M1'rh1T' I '� s�♦ ,r 7/1s'. 0�s s�r 1 � 20 + js ;/�M DRAWINGS . .(/ate : 7'�is ��,�t,�l .5 PROJECT NAME ELLENA PARK 13. GLUED-LAMIMATED WOOD BEAMS SMALL Bt DOUGLAS r,/,as ya y,4,�,ea As 1L ,�cvi5%o._1 Ill �T AROAJ� 11 1 LLx '�3'Zlx'.�'�` I �+1+,p fAv+I FIR COMB. 24F (Fb- 2100 PSI , Pv- 165 PSI . �,� ,�,�-,,,7-� � ,-,,,� VICTORIA VINEYARDS SOUTH r. � T T 01500000 PSI) INDUSTRIAL APPEARANCE WITH ; 5?Ruc.T f�,L �✓,cL- u SHEET TITLE 57'1'ZllC7CJ L- 1 9 R&'fii' � • �1DJ/1�ce�f;'�b 1 1 1 1 1 t 1 EXTERIOR GLUE UNLISS OTHERWISE NO?ED. �,c�v S �` �C 7,�y�5 �1� �^, � L �v c�'7E's �` � rPi C� 16. CER2ZFICATt 01 INSPECTION FOR EACH GLV-LAM 05%.0 AT /W f'�1,1�,� r • , �Fs G�7LT (Km) BEAM FROM AN APPROVED TESTING AGENCY TO Bt Mr'ller"7me Or 550 "p +70 zmd"42 ..J. / OR A#40wbR bka1 �Tl: U56S!'/WRA G1� CUT w IcR r'Of� /A1.L SUBMITTED To AND APPROVED BY T11t BLDG. DEPT. • �""�"1 ` eOLT5 excel r '1 H05 w HOLD �•� PRIOR TO ERECTION. 1 ems- i7A #40 TwF �("�"(A OP�TAT •' 15. ALL POSTS SMALL WAVE CONNECTIONS 0 TOP AND DATE C UNITY DEV OP NT DIRECTOR DATE CITY ENGWER • * ��� � BOTTOMS WMZCM SMALL St SIMPSON -CC- , -CB-, OR APPROVED ` -BC HALF BASE- OML9SS SPECIFICALLY DETAILED SHEET /�rJ OF VOID � OTIItRWISt• DATE BUILDING OFFICIAL _ -) APPROVED % ORAM/MiG NO. 14'09-1. DATE ITY PLANNER SIy��T"-Z8 0 .3 v1 F KA. ez4 db'r Ria ra e EA • RA F TILRTYPI GAL S" MA50NRY 4 x 8 R,�.�T•Erz WA.I. iZ�I NFoI[�GiO v�/ too W IuLS ito0F RAFTER Ido� C �II o ,c . 2xGONT• P�I.K 4A,a"110 •0 _ �!• C241, 0.a - v. oo>c 4.0 O►A• LAP 414. (2 t24"0• C• H / TYP• 04• o0w c ►- � R TTG rl yt l0 FA,SGI/L /j,�j1 MIN • • Q •�a o • c. . 2 K e4 CONT., IaLK 9- 14 *4 O e24" o •c 41 — 18" E � 1-*1<7 GOf.IG • ry SLA PtR p.AN �- GONT. 1AI 4 4 VIR RT 56 PEAR t� ?� ��- 'G I Q - ;A CA. CORNEfZ - W/ • 1 �1 X T RIM O , _ ♦ _ Z TO RA.. P.IL.K N Z - 4 NORIz Rpt b►Fz _�. N Zkb GoNT• ��1 EyCPA\NO�� Wpb►L L ft. METAL a L 1 *4 Gor+T• ToP PFJ 650E Pft&N SIM I"1.�N F R Ab M E i�oTT O M - _ RI DGS 8 M . � I�II r WIRE MESH HS^. T� i" � OUT51 0E CCRNER I`' GO NC• Paw-) LmOCK- Yv/s.L �a � Co�IC. FNf.� . � 3 L j O TA I L. 4 cox RIDGE %m • 1611 V. 14 ImLL.A.T f-t 'T 111nX 'A"x0. V PL/ 1-TC wI&L-0 IsXPAINOW0 TY(vJ CAL Mb.SONR,f G� • �I f7 B W/�}, .1' I,AT PL 4- M IST/S.L. F-R A.M IR *411 � F V4LL Ri 1NFORC1&D DOW4Lri eu W I IZ� M C roil SPEGS a P''1 S e I rL w 4 •C - TO i,�.'I �C I T-,A„ T Y R Rn I N fL- 40 RF�d►R f:��►• 1N 1 TN 0/ {1 s1•'`O•G•V• O •Co• VORT•TY?. To rbm• � Call 0- c_ _ VERT.t�GN Z �." MIN• *4Q "�• � 1—�---�T"fP, M I T E fZ QST'L C L 1 IZ" 112" R A M S Q t� -+aP�S 4. W�L.� x F �'n CdFZ,.1JCfts t1ITELR CORNERS& WELD GONNEGT - - -1 M To e , - 1� W/;t"� - 4k4-8 cS rl4"x. " 0. _ _ z MAyC vR Y K LAG P�oLTS l b' I eL •#4 x 48 �. b �C Ci TRI M �I t�� TYP »010 REINt. 2Y IDA,G k *4 PLP-&&;t V. WA- 6. A• _ Y~�fZ 31 fit 1{ � _t� 1 4 CONT. "rop f'S4TT• . = � �-� 6x14„ xl � 3►� 341c� x1 �� L4i:;01-1 G k15. To W&L L pf�L N uT• 'ses. PLp.►.1 RIDGE TSG E �M • FbLOGK V44LL � 11'' W IRa M E aH P/% N E L ► '' GONNA TION O>c t w 3 N G NTERMALL I C O NC P� K VV*L L. 4 ROOF S! IMA,.TH 'G T;Z&KGlf Exc.,bvl►TloN 6ACk1 1 L 4x A.x o'_4'I , . �1 LLSo n. RC o M P15oN A.-66 W� S8„ � �,,,�•� . A xb "PTILM � C, 92” O •G • ORTO slO pEN�ITY Sl M PSS N H S CONNECT RARTER Tho I* . NW, 1 Alb- 1�•N• 1 tc� 1 Z tR �k G W/ 1 tmf t ci, e I ev O•c. NO TRE we H" ' • i • • To k Fb FLOW THESE 3x8 N41LE9. W/ 4 3x�. Nb.IL rt W/ ,• - 661, X N � � x TRH- 5 M - � �- � x � W/�bN� L.I 1�.1�!� Z� a * t? A fir. b � A►- � � c 4b110 •c • B. 4 a" O -C• ;i 4b" O.C- P E ItPSW U 1 G U L.AJIL To FOOT1 G5 OFZ- PAkcK 00 REST Room 51DE UTI Li, ARS � M GM X4 �NRw 1� D L UM P Ibl K VENEER lo" �' NU(.T PARA.LLLL TO pocTI Na4b Of 0, SHEAR TRANSFER URGO I" TCP OF INTERIOR W&LL i11 -,VE DaT^ IL 111 TRENCH 0ETA1 L - R E V I S I O N S FOR CITY USE ONLY 2 �I 5I M 1131450N a10lb n _ ?�Q" r IK1N• Tt!! z ��R O0 MEOTia!� moo DATE DESCRIPTION APPROVED INITIAL DATE '` Rab FSR Z To 8 1NC1..1.!51VL 4/,4 5 1R�P•4ft a ,4 5 t STREET /rev/Sloes+ ,C�r) ATER/SEWE LAG LTS rt •*4 vl�RT• r3 Thr _ / R OO& O0 T R =4dJ Fo1R W 9�� LARGER I� 11�• �,,I IN . �4�-� Syicr�'r'ti�,a 3���uc. TRAFFIC DRAIN R •.* ra x +0,� OtA�NIN614R ` d FINAL CHECK GMU LINTML f�f,AG •lbA.R YV LL !NO ♦ 1 l R/W T'f P,1.T GONG • R X T EN p R , AS CciTlsT. A� m4m As wA`L L5 I FObf 11bR 4 _ - _ - 90���� �� 1 �� ��K THESE PLAW WERE PREPARED BY: FOR PRIVATE USE U Z I MHITIAL DATE 1•I�OK ~ .� �,.,{OOKS AX D 1°.5 E N CWo DRAWN CHECKED Q = A 10 2 -# s TOP W%im GA.NNOT NAME 142,s1-r6A_) Li/aN DATE kr ��TT• bE o1 rr.&Awto LICENSE NUMBER S 23 5�S' FILE NOTA= T CITY OF RANCHO CUCAMONGA �— �T �� I RW�LS p�,toR7► .b.? AoTT OF COMMUNITY DEVELOPMENT DEPARTMENT �� PF40XCT NAME Ax P"F= T6ctz5 opsmi cos oP11NING''d� 3�� Q GONc• z'•o'' N+ �N • ELLENA PARK * S C 1 V" O•G• W N aRC CONC • M1A,'S ' 02? SII 1 N • VICTORIA VINEYARDS SOUTH 65•� G M • O ` .sb G u a. OZ SHEET TITLE O CS7RUCTL//1d L_ �/ 7—,ai1 L—S L 00 KLO AT 00 ou1.If�LT1oN # 2 VOIDT'( P. OPEN IN G REINFORC I WG 5 PLI GF S DATE CO ITY OEVELqPM NT DIRECTOR DATE CITY ENaHIEER I N t / 44%=awc) N r"�t y O va.. APPROVED SWEET OF T_ T Y P. G M U LINTEL TO WALL. 3. 11jjR(: 0t*4CRF— "rF— WAL L`.a T 1 • A. /- ' AAPPROVED �TE DING OFFICIAL � DRAWING NO. 1+-01-L. �Ai w(XINM tEG►MMGAL wu►(# 714 840 IM lit Y E T/ ` L DATE ITY PLANTER Vd I d SEG SHEET -201 - r- G_ 4i f_V I r�l_0 � 4 MA1 N T'1M �WI� � coN�A (4 ,v ID SLC- sl-�EET e_21�21 }o�/, (dam, ,0 f,cxw AIC L��-�TINcm �J1 PANEL '+ V TS MOUNTING�C'9' 4W- WH���rlE-�r` BUS I Z E BLDG - TYPE FLOOR coP N IREEER UTLETS D E S C R I P T I O N �' Li OoAS NoSTs c MIs �, trI L2 LA... O 1 I ole- LYS Ts 38 T" 01� 2 W 3 �x F_FLioF-- LTA. 7 1P>t� yI ` N _. 10 I 0� ,AQP 4 orz �. �I L G. W II w l �- �. Io O 5 Zo '� i!J' l4 t - s T'"+Z p*t2— l.lT I L I h =2 't' e -�1... -1' 7 . ,,a, — I Io 21 x 4 x ��W Io�,�n 8 0 1,51 G 3 -I-3 h!�-o Nn 9 ( t p- 1 r12 o D -�D I T�I I eo-IL TIS.. Gb. �6t qj"; I g ' AT-�i - jsr I 1 G40f A�W� 2 A roe 15 z 16 17 I18 IMP I 19 44 N OtO� L V h'SO 20 ($4tD. ^FLIP, fes) 21 To rwAorr Ic4n::lM 223 2 3 -ro^�'1s.1- �9E71 T f Zi (::,A L 74777 W 4351 A +- Lc I. rANOLZA TSI C L...It, : I/4M = I '—OM - - �N1�Tofz 0 GENERAL NOTEs I I H A ON>Z 1. THE ELECTRICAL CONTRACTOR (E. C.) SHALL BE RESPnLE roll CONFORMITY TO ALL LOCAL CODES AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS, THE G) IMT IONA L ELECTRICAL CODE AND ANY ADDITIONAL JUR ISD ICT IONS RELATING TO THE WORK. I ( I CUMTR UAL IVINDW 2, IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS N —�CINDIIIT COImum IN MALL a CONDUIT in FLOOR RA UNOCFM. . AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE %OTE, SPECIFICATION OR CODE CEILING 31/1• AIMS111A SIZE SHALL PREVAIL, WHICH GR IBES AND ESTABLISHES THE MORE COMPLETE JOS OR THE NIGHER STANDARD 1,009 CONDUIT, 2 012 ILIACS, UNLESSew �� CONDUIT MORE RUN TO PANEL A 3. THE E. C. S1MLl FURNISH ALL PERMITS AND PAY ALL FEES. I NOTED OTHERWISE (1/2• co 2 012) CIRCUIT MD. 1 ! 3 �'•' — 1/?• Co, 3012 -- - 1• C. T /12 R• HE E. C. SMALL MaE POrEA COWKCT IONS TO ALL MOTORS AND EQUIPMENT FURNISHED BY 1.0 S GVW Tly — 3/N C, 4 012 --NN }- 1• C. 0 012 S. ALL CIRCUIT BREAKERS, ruKs AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTEIMNHPTING —{} -- 3/40 Co S 012 In M- 1-1/4" co 9 012 RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MY BE —Al l# 1• C, G 012Ct 0. CONDUIT ONLY SUBJECTED. -4�I O A r IXTIAt OES IGNAT ION, IST NO. "?• Q CE Il IMG a HANGING FIXTURE i. ALL MATERIALS AND EQUIPMENT SHALL BE NEr AND SHALL BEAR THE UNDERNM ITERS• LABEL � t0 INDICATES 01MNf iTr, 20D LETTER •A• ARA SHALL BE INSTALLED LN THE MANNER FOR WHICH THEY ME DESIGNED AND AMMOIIED. INDICATES TYPE FIXTURE (REFER TO ® RECESSED FIXTURE 1, ALL DEVICES INSTALLED OUTSIDE a IN OAAP LOCATIONS SHALL BE APPROVED WEATHERPROOF. SCHH[OUL[), 311D NB. •4/40• INDICATES OBI MALL HUNTED itxtRRE B. uMLEss NOTED OTNHERrISE, ALL riRE SHALL BE CovPER. ALL WIPE SHALL BE U. L. LISTED* I 2 COUANRITY AND UATTAGE Or LANDS RATED FOR •00 VOLTS, ND. 12 MINIMUM SIZE EXCEPT FOR CONTROLS. WIAE USES IN END TO D SLRRTACE ADUNTEO rLUOESCENT F Il upc OPEN rLUOESCENT ruirunE END FLU 0WESCENT F IXTURES SHALL BE TYPE APIA, MW OR TOO. t ® ACCCSSCD FLUAESCENT FIXTURE T,:Pw FLOODLIGHT 9. THE E. C. SHALL INSTALL ALL CONDUITS AND WIRES JITN A MINIMUM HUMBER WE 9END6 AND IN SUCH A MINER AS TO COMFOM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PII30WE HEAD Lit EXIT IICMf, PROVIDE ARROW SINGLE PELF :WITCH, "W INDICATt; tot Spa, KELP OPENINGS AND PASSAGEWAYS CLEAR AND MEET ALL STRUCTURAL CODE REQUIREMENTS. �1 INDICATED CORRESp ING OUTLETS CONTROLLE 1 SWITCH WITH PILOT LIGHT �1 THREE WAY SWITCH, (SPOT) 10. THE E. C. SHALL NOT SOE, NOTCH O1 IS ANIIMAY CUT INTO ANY STRUCTURAL MOM ER WITH- OUT BUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL RAL ENGINEER. AWT IN BOIL ( -j CLOCK OUTLET 11, INSTALL CONDUITS FOR ROOF WUSTED EQUIPMENT BELOW AM ARA STIR-10 AT EACH PIECE DUPLEX RECEPTACLE, X12" UNLESS TELEPHONE OUTL[T, X120 UNLESS OF EQUIPMENT. FLASH AND SEAL ALL PENETRATIONS. � NOTED R IEAr ISE NOTED OTNM ISE 12, THE E. C. SHALL PROWE SUPPORT 1011 All FIXTURES Alp ELECTRICAL EQUIPMENT TO COMPLY H � N DI A � f2— � FLOOR RECEPTACLE ONE FLOOR TELEPHOUTLET WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE AND ALL LOCAL a L OIMNCO,, MEAKLM S almo101E OUTLET 13. ALL CONDUIT CONNECTIONS TO MCHIMES AND EQUIPMENT WAJECT TO VIBRATION (INCLUDING WT.. S. TRANSi011MEMS) SHALL BE MADE WITH SEALT IGHT FLEX CONDUIT, PROVIDE SWJFF ICIEST SLACK Q ttXHwRST FAM , HIRE OUTLET TO ELIALMATE V GMAT ION. . ARRANGE CONNECT IONS TO PREVENT THE ENTRANCE WE MOISTURE ® =I STARTER CA IMT ION STARTER 14, THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICRBLE PORN BUTTON TMMr mwlt CODES AND THE SERVING UTILITY. {� KLL BUZZER 1S, THE ENTIRE WIRING SYSTER SHALL BE TESTED FOR SNORT CIRCUITS, 6AOUNMa Alp IN MATIM tM1EL, SWFAICE MOIMNTCD PANEL, FLUSH AUNTEO RESISTANCE BETWEEN CONDUCTORS AND TO GROUND. — OISCOIACT Or RCM, RATINGS AS NOTED P. C. PHOTO CELL 16, THE E. C. SHALL FURNISH AMD INSTALL ALL CONDUIT, NINE, BOXES, SCITC ES, LIGHT lil)fC; � I;LEzM]C.AL- PLM5/tiMVuLf5 RKTN, f IXTUMES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCH106006 AND PAMELBOAM06 KEW fLM �FfEC15 F-ZAP ESB(APPrP r0 TS TIME SWITCH W. P. WEATHERPROOF REQUIRED FOR A COMPLETE AND bPERATIOIML ELECTRICAL SYSTEM. TNIS 1PLM SET 0r pRAwiW-aS AS f-ARfi UI` ® REFERENCE TO NOTE 0. 2 i. A. FRAC ALAM 17. PROVIDE A MANUAL DISCONNECTING SNS AT MOTOR FOR ALL MOTORS NOT WITHIN SIGHT or R�YISIcKS/6DDi11dN5, 9DTWAMOSTAT, •S•, Or 201E OR LIMIT Ari REEVE FINISHED FLOOR a MME THAN FIFTY (SO) FEET FROM ITS CONTROLLER. �R FESS/��l R E V I S 1 O N S KA CITY USE ONLY 3ALL 16. ASWATCHES AND CIRCUIT BREAKERS, DISCONNECTING MOTORS a CONTROL.LIIIC ELECTRIC DISCHARGE LIGHTING SHALL BE WITHIN SIGHT OF MOTORS 0R FIXTURES (NOT OVER 50 FT.) pP�C DATE DESCRIPTION APPR04IED INITIAL DATE STREET a BE CAPABLE O>' BEING LOCKED IN THE OPEN POBItiON. w n R'' wAT 19, PROVIDE AN EICLOiURRE a' EQUAL FIRE RESISTANT RAT INC AROUND ALL FIXTURES AM EOUIP6 � �. GRO SEWER & DRAW REFERENCE NOTES: NEST INSTALLED IN OR PENETRATING THROUGH FIRE RATED SEPARATIONS. y ' ao t T Exp. TRAFFIC 1 INSTALL FLUSH WEATHERPROOF SERVICE ENCLOSURE IN EXTERIOR MALL. COORDINATE' INSTALLAT- 20. VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE S'4FC`TR1GA �P F LCHECK RW ION WITH—$1RWRY CONTRACTOR. FACILITIES BEFORE SUBMITTING BID. �T`JFCAUFOC AS CONST O J-BOX FOR CONNECTION TO HAND DRYER. FURNISH AND INSTALL CONDUIT, WIRE AND CONNECTIONS 21. PROVIDE A 14 GA. GALVANIZED STEEL PULL MIRE IN ALL EMPTY CONDUITS. PER MANUFACTURERS INSTRUCTIONS. VERIFY LOCATION. (DALE WARJALA AND WSSOCIATES, INC THESE PLANS WERE PREPARED BY: FOR PRIVATE USE O RECEPTACLES SHALL BE FLUSH IN EXTERIOR WALL. RECEPTACLES SHALL BE EQUIPPED WITH ELECTRICAL ENGINEERS **%W DATE GROUND-FAULT CIRCUIT-INTERRUPTER AND LOCKABLE M.P. COVER. 3185C Airway Aranua FIXTURNE SCHEDULE Costa MOSS, CA 92626-4601 DRAWN 4 INSTALL PHOTO CONTROL ON 112" CONDUIT ABOVE ROOF. AIM TOWARD NORTH. T,l*phon.(714) 751-1851 CHECKED 5 INSTALL. SERVICE PER SOUTHERN CALIFORNIA EDISON CO. REQUIREMENTS. CONTACT: EJ7 IA TYPE OESCR[PTION MIRiN►CT NAME DATE *>5'T • MAX, HIAA 6 PROVIDE LIFER GROUND PER CODE--20' OF N0. 8 BARE COPPER MIRE ENCASED IN 3" MINIMLM OF A 1/50 NPS WALL NOUN ALPROOF HIGH PRESSUREKEWkLL NOTE: LICENSE NUMBER FILE O CONCRETE LOCATED NEAR THE BOTTOM OF THE FOUNDATION. SOIL TO THE COLD MATER SYSTEM. 50 WATT CLEAR L , T ALUMINUM 5210-9500 CITY OF RANCHO CUCAeV10NGA 07 PHOTOCELL TO TURN LIGHTS ON AT SUNSET; TIMESWITCH TSI AND TS2 TO TURN LIGHTS OFF SUIT11ARBEONOREpREFRACTOR, LLAT ooF 0 SCREWS, RESTROOM BLDG. ELECTRICAL PLANS PROVIDED COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PER CITY SCHEDULE, ,aoJ�rwyL �. PRO�T'''A'"'E ELLENA•.PARNC � . B&C 1/50 HPS CEILING D VANDALPROOF HIGH PRESSUR KENALL BY THE CITY OF RANCHO CUCAMONGA. VICTORIA VINEYARDS SOUTH CLEAR LAMP, CAST ALUMINUM HOUSING, 10-950o ALL UNDERGROUND ELECTRICAL WIRE SHALL SHEET TITLE POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, ELECTRICAL PLAN 120 VOLTS BE PLACED IN CONDUIT--SIZED AS NECESSARY AND LOCATED AT A DEPTH NOT LESS THAN 36 . D 41r / I r>� FINAL ELECTRICAL PLANS FOR RESTROOM BLDG. DA"l'►�i4 COI' kw x slaAN OM «TrEwGIwEEJt TO BE REVIEWED BY AN ELECTRICAL ENGINEER DATE ° ekit-r" OFFOAL SHEET ,.! or - 'PRIOR TO CONSTRUCTION. APPROVE wa DRmvmo. 14 L_ ?E D QTY PLANAR SHEET 3o CSF.:� . Iv, I I F 71Mr— SWITC +4 AfJ� u,�U 3 FIXTURE LAMPS MOUNTING �Ml5Ir 16-T"J M�1� TYPE Z J WATTS o DESCRPTION & MANUFACTURER& 2 U o O AND d d w Q VARIATIONS CATALOG NUMBER <�o � � � TYPE W U d ShlITGN 2 — Z�co Icvtfq_)��f Vo44 PA4- FV--5 W-;LuM K6;7-KiA� 2�-1 3 I l2o I H • grSTu0oM G. E�FI I 110 I HSS MTP • FI>-4Tc.I?.E5 e+ #� 92-10 72. E y;. �p,o s -�J-(' til 72 12.0I< cc T 7 cv I 54 lr•1 g 3 Imlt5 �0 ;.;7�et� L-iC+Tl.tG I cJ. 1auM po�� psF-6512 (o 8 Col 14 3 I FLOOR PLAN - RESTROOM BUILDING jW Noce: 5�� ���cr.�cAL ISS/ 5C-NEDt)I.ES 01�t N� R E V I S I O N S FOR CITY USE ONLY NEW PLAN 0ETs E1A4j &,', A5iED1a �O��• T� 5 PIAN SG1' OF (Jkf�W I t�GS A`>�i'�KT OF .- DATE DESCRIPTION APPROVED INITIAL DATE (Z�/i,loPlS/AGoli1oN5• STREET RESTROOM BLDG. ELECTRICAL PLANS PROVIDED WATER SEWER c,10 a DRAIN BY THE CITY OF RANCHO CUCAMONGA. ' �'`= TRAFFIC `` FINAL CHECK f A W ALL UNDERGROUND ELECTRICAL WIRE SHALL AS CONST BE PLACED IN CONDUIT--SIZED AS NECESSARY ". THESE PLANS WERE PREPARED BY' FOR PRIVATE USE AND LOCATED AT A DEPTH NOT LESS THAN 36 INITIAL DATE FINAL ELECTRICAL PLANS FOR RESTROOM BLDG. CHAIHECKKED NAME DATE TO BE REVIEWED BY AN ELECTRICAL ENGINEER C PRIOR TO CONSTRUCTION. LICENSE NUMBER FILE .CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION DEVELOPER TO PROVIDE ELECTRICAL PROJECT NAME ELLENA PARK ENGINEERING FOR ALL PARKING AND WALKWAY VICTORIA VINEYARDS SOUTH LIGHTS AS SHOWN ON CONST. PLAN, SHEET L-4. SHEET TITLE El ECTRICAL PLAN ��O � R�9�� ED OP ` re 2 r NO.733$ (DALE IKARJALA AND M-ISSOCIATES, INC. �j D,�TE � 0MMUNITY C NAOEMOM CITYENGINEEA i ELECTRICAL ENGINEERS APPROVED Ex� � C 3185C Airway Avwnw -c sHEET E-2 OF Costa Wass, CA 92828-4801 OFFIVAL s}�FCTRI� �P Talaphona(714) 751-1851 APPROv p DATE Z(j CtTY PLANNER � � ��~L ��`,FoSHEET 3/ ()F3f — N NOTES CONDUITS TO BE MINIMUM 36" BELOW GRADE. 2. PROVIDE EASILY IDENTIFIABLE MARKERS At ALL CONDUIT STUBS. COORDINATE THE ROUTING OF CONDUITS WITH EXISTING CONDITIONS, LANDSCAPE AND UTILITY DRAWINCs5. -� �J CONCRETE PULL BOX: Il" X 11" 3/4" G-2'10 + 1"10 CND. 3/4" C-3"10 + I«10 CND. / J KENYON 111 C-3"8 + 1"8 CND. 3) 111 C-24.8 + foe CND. WAY 11 9. UTILITY SERVICES TO BE MINIMUM 36" BELOW GRADE t0 TOP I ------ l.. ONIDUITS. r` OP=!NATIWITR 1 IECT441,11\IML, CIVIL, LANDSCAPE AND IRRIGATION W-09. DRAWIW-09. 1. _ iro, PROviGPULL ULL WiRE5 iii ,4LL EMPT'i- GONDWTB A5 ' 02 R _ _ EQUIRED BY UTILITIES CONCERNED. I ii. UTILITY PAD TO BE FURNISHED PER SOUTHERN CALIFORNIA O 0THRU OUT RUN T -- EDISON CO. STANDARDS. pl 12. PROVIDE EASILY IDENTIFIABLE MARKERS AT ALL CONDUIT I I stuBs. 122 !3. CONSTRUCTION AND INSPECTION WILL BE PER UTILITY-ISSUED Iv I?� v I G "`ctRl li-T!r* -- RA a 4 :D CIFIG t1..1 '.G.. G t T 1 v, ., 11 �. w„...v sPE A 1 CN RAG OR I SHALL 15,_46E-15 BID ON UTILITY COMPANY ISSUED I J IS CONSTRLIGTfON DRAI%.JiNCs3. I4. COORDINATE UTILITIES WITH: — -- — .•` (', A. SVUTh-FERN CALiF'OIRNiA EDiSON CO. j i I 9151 REDWOOD STREET r I FONTANA, GA 52336 MR. STEVE GRONK Y a2 122 t` --- 810 NORTH MOUNTAIN UPLAND, GA 91186 {KIM SECsOOL (909, 608-1206 I D2 � �� -''� 5 2" C.O. (TEL) 1 f� TO TEL, P.O.G. (VERi Y LOG.)ep O lb I \ .- SYMBOL LIST � C2A-9,11 ` �- �' 5N ELLENA PARK (TYP. UON) lol \, 0 WIRING CONGEALED IN OR ABOVE D2 \ I CEILING WIRING CONCEALED IN OR UNDER FLOOR, OR UNVEW_vROUND. 1♦ / 1 4 / PANEL "2A" WIRING EXPOSED 4 \\ / i' / HOI'1ERl,N TO PANELEsOARD CIRCUITS AS NOTED a2 ^� 15� 0 CONDUIT TUNED UP - CONDUIT TURNED DOWN a —'EX---- EXISTIW C-ONPIIIT 2-M2, I/2" 13/4">CONDUIT O I'' ( 111111113-M2, I/2" (3/4")CONDUIT (TYP. UON) I 4-012, 1/2' (3/4")CONDUIT / < 5\ / \ Op\\\ `\ LICs1-ItIt�G OUTLET UJITI.1 FIXtIJIZE / ! Ab NOTED I } (TTP. T"1& NJ POWER OR LIGHTING PANEL C2 ADDRE VIATION5 pl p2 O� I 01 C5 - CIRCUIT BREAKER 122 122, 1 D! p? ' /t t?2 ! CG - GGvGui T ONLY I 122 122 ! 1 i SCI - INTERRUPTER Lt CIRCUIT l PC - PHOTO C.ONtROL RE L AT S TIME&UiTCH TYP - TYPICAL UON - UNLE35 OTHERWISE NOTED 0 `""-- EXTEND 3" CONDUIT ( % / I WT WP - WTERERP TIGHT O � -4 x)11 FROM CAP TO NEW -_` ISO I - WATER PANEL .y Ir EXISTING GAP /i Is Q �4 p2 \ / 22 a2 �� 111 122 � I 1 DATE DEsc�TION �ovED ••� DM 1 1� EXISTING 1 I I O 1 1 , 3" G.O. TO I STREET 1 11 ( 1 i I EXISTING CAP WATERISE 1GOO & DRAW G ESSyQ,ynalc PF 11 l 1 D2 Tw ��� ,� ��� �CHECK 122 + I pP NO.7338 AS ooINIST. ~,•� 1 I THIM PLANS WERE PIWJ 1RED BY: Km FIRMAn TINE .E EXISTINCs S.C . �; il>�✓40ti 5/12 �(trCTR1GO��p �� M'TIAI I>w11QE PLACE _ I fOF�A1tiF CHECKED p 4 SANTO � HAM DATE / FLE Deb KarlWa and Associates, Inc. �,cc�.E �«.nsEp 1 1 31850 Airway M1Avenue CITY OF RANCHO CUCAMONGA ' cost. Y..., LA 92.626-44501 COMMlJIMTY DEVELOPMENT DEPARTMENT / 1 , rP z P(7114 )one 751 `'4216 o 751-1851 PIICI�T t)ME 0 \ 1 l I �u�w, r*jr-K � / / VIGToKiA VINE`(AKD SOUTH H Cn * NOTE: THIS t5 A NEW ELEC.F SITE-PLAN SHEET NOTE � MaIET Tau LL, OAND ADDED TO THE PLAN SET OF DRAWINGS • d AS PART OF /_ 1'\REVISIONS/ADDITIONS. SEE COVER 5N-CET L-1. ALL UNDERGROUND ELECTRICAL WIRE SHALL '�- BE PLACED IN CONDUIT--SIZED AS NECESSARY 9 3 AND LOCATED AT- A DEPTH NOT LESS THAN 36'. ��� T DMIECT011 DM CITY ENssl■■II 4 SCALE - OUL DM alMaK st�T ilz Z.A OF 2 Q ELECTRICAL SITE PLAN - - on 1404 E �' = 3C'-C' Sd .T 32.N 3S i � b SECTION 10000 - El-EGTRfGAI. PART 1 - GENERALFIXTURE SCHEDULE 1.01 SCOPE: Provide all electrical work for a complete and opsrabls syetsm as shown on the drawings and as specified In thio section including, but not limited to the following. A. Site invaetigatione prior to bidding to establish exleting conditions. � Es. temporary power and lighting facilities for construction. , w,,� pp MAtVWACTURER G. EiaGtriG6i unGiargrotxtd service at 12sui24w Veit, nineies pha&e, three wirer. 1./'�IY1t �7 �� � r IMT € p. Sarvice matering end distribution system for 120/240 volt power and 120 volt lighting and convanfance outlets. E. IEranch circuWgiit ngyem sstincluding ,airing de:ices, wiring, conduit, disconnect switches, pull boxes and aqulpmant connections. F. Lighting systomn including light fixtures, lamps, ballasts, photocell Controls ad time switchUM es, f2f1 WATT iZ0 PGST iEiGi11vT1=D "ID FixiuRE AREA GTu��+L NPS ONE PIECE CAST ALiNt1MAREAL, FINNED AREA mss. TaiespheOna smrvica. H. Connection of mechanical oqufpmant, chock mechanical plane for additional work required. i2: RCAG. . T PE 5 POLE: 11Ais/r iN� R56ALR12 -5-100 S, DBE, ii (�Di.ihi0. TYPE 5 viSTRi6uTiOni. �a ii I. Adji.,e&tment and test Of the electrical work J. Guarantor. 1.02 QUALITY A55URANCE: A. All products and equipment herein epacifted or indicated on the drawings &hall ba naw with UL label and in compliance with the National Electrical Gode, state and local codas. Materials for similar use shall be of the same type and manufacture. irLO iuATT i'srd 64-iiLyK Tv TYt=E "A•• AREApitE ilTEcr7utRAL 13. Ali wGri� and mai�r'idim isilAii bis ir'iutaiiBtd e9cr iN>e's �rjGvecr'rliricJ. autilGr'iti6c». NGihintJ. tri tFies+ plana or n�ieGifiGaiiGnw ui•1all be deemed au permiuuiOn to vioiate thaee�s iiPg EXCEPT 1111TH TYPE 2 A LTG. DSE, n the plana are to be brought to the codes or authorities and the Contractor shall be hold roaponeible for any work which is not accopteal. violations shown or�1 C�jO+TRtBUTiON ALRi?S-Z-tQ'Q' HPB, cn cf this Electrics! Er. Inver befcro work !s done. j.../ 11R"11R" IQ attamtltractor shall visit the sits and make a thorough examination of the existing conditions and thereby 1,03 SITE V151TATION3: Prior to the submission of the bid, the Con include allowances for this work in this bid. 1.04 PERMITS AND LICENSES: Contractor shall pay for and obtain all noceasary permits, lnepoctione, ineurancs end Iicsnssa required for the Electrical work Deliver Gsrtiffcates for all permfts and Inapecttons to the Archltact. Im3 COORDINATION: Contractor to coordlnatm the Electrical work with other trades. Raview drawings end epmcificationa of all equipment requiring sig is an wfrlme tions prior to installation OF the e!ectriC61 system Verify *pave, ventilation and clearances required to install electrical equipment. Exact location 9 Of light* and wiring devices are shown on architectural cirawinge. A 1.06 SUBMITTALS: Within thirty (30) days after award of contract submit to the Architect six lb) seta of shop drawings conetsting of ewitchboarde with Interrupting capacity I-IOL;N T iNIG 6UlaF1'C F'HNr �t �rt�tt (�2ovtDc (O KAIG ) T'IAM M � PrOduGC e�e5Le5 aheseta for iiGht ffxti.lroa, paiidivOSi eke, reGepLar:ie$a, 3iuftGl less, Plater., Gi1ar�Gr�"$Gt au�itGi'�da, Lirtiea aiufCe.:i5e9ta, jifrfne� de+JE'vfGeSa I.5tK�1 maLerfai! Gf all c''i�'v'iG@a. GFiQ.Ci1j�T {�v7•�• list. Submittals not to include substitutions or deviations From the materials or methods opacified unless prior approval has boon given in writing. Make all submittals i�Pii+ ismrs4m '\/oLT^ I P1-i,<-1�E UJI t �1.1� at one time in boc*_!et For«?. 1.01 SUBSTITUTIONS: Whore manufacturor'e name and catalog number are called out, the phrase "or approved equal" Can be assumed except the burden of proving equality is on the blciclar. - I,UATTAC�E �- �`' I� � � � 1 � ) f' ij � �`' I '- WATTAGE 1�8 DRAWINGS: During prograss of work maintain a record of changes made from plana and "as built" locations of buried conduits and ducts. On completion, present r T Lrr'ATIOi�i a profssslonally done resproduciblo drawing to the Archltoct. LGGATiQIv ? � � � t T' "' j � I ? LOC AT VERIFICATION OF DIMENSIONS: All scaled and flgureci dimianelorl* aria approximate and are given for eatimattng purposes only. The Contractor shall carefully �A i B cJieck and verify all dimsn*ions and sizes and shall assume all responsibility for the fitting of hie materials and equipment to other parts of the equipment and to 10 1 2 `0 3 540 PLUMBING: CHAwE CsFGI T 1 iNTERIOR LTS 338 5 I 1.10 LOCATION: Prior to rough-in, minor adjustments to Outlet locations maybe made without additional compensation. ;=XTERIOR 183 3 3 �+ 2 300 EXTERIOR REGEPTS rho atructuro. Iii PROTEGTfO OF Fil,'af.�.ie'-'i. F�.iiiy protect all fii,i$�S6G� pal t$ di.ii fiig tee prc,- r ass of tlr uiGrk and untit final Gafli�if6ctiGr;. 1.12 GUARANTEE: All electrical work and equipment (except lamps) shall be guaranteed for One year from this date of acceptance on Contractor's letterhead and turned T52 �LK�iA� /��.u� o25 !� 1 =m 15 email i 2L00 `1•��ir' T-=QYEp over t0 the Owner at the completion and final acceptance of till job. l _ 8 30 � 928 � 2 ~ 2000 PART 2 - PRODUCTS 20 2,01 MAIN SWITCHBOARD: Main switchboard shall be 120/240 volt, single phase, thre wiry indoor typo, wall mounted, dead Front of unitized Gon*truction finished to BRIG CONTROL 200 i , 9 Fi, 20 ! 1 200 TEL- BKBD. grey by Cha!!snaar, G.E., S!esmsns, Square D, or UJsettnghOuoia. Sarvlcs ssct!on eil have metering faetlltlse and a main dteconnsct. Instal! black On whits mtcarta t 180 LIGHT CONTROL namo latae on all sections, switches and &paras. Each protactiva davits shall be provided with provielons For padlocking in the "OFF" poeition. Metering facilitieoT`-�'�� WALKWAY LTCB 854 1 i1 ip _._ shall be approved by the Southern California Edison Company. Bolt switchbOlrd to the wall. 834 i3 t 1 14 I 180 TEL 2Qi2 Siu!TGi-iE3: 5wicci�ea &heli bs c�uicic-malts, r�uicic-break Lype G1i-iB rated rocTsT `(vita with frame size, number of poles and fuses as shown- 2.03 CIRCUIT BREAKERS: Circuit breakers shall be bolt-on molded-Cass ty�'s Will thermal magnetic trips. Provide with rated voltage, frame size, number of Pols& and X0,98 g t� lc: g�"� trip ss-Wne as ol^tiwn. NE"A fnisrruptfrg Capacity shaii b6 ser!--vs raft3d-(Q�n'n`0 /=1C at 120/2, , 'ry^it6 unless vtia;r.;:fSiS nGt6d. 2.04 PANELBOARpS: Panalboards shall be surface mounted, with bolt-on c.'Met1Pr ioireakeors typo NQOB, with hinged lockable doors, all locks keyed alike and typewritten (o i0 i i� ig I t dlresGtOrieB Ali mI}itlpPlea bre:Aieeara thAl! bs Alriple3 htindlia GPmmpn trip P►Ovlde 4'' minimum *Ida putt-� C1rrd ro" minimum t.Op �lnd ippttOm mutter! IF dOul�iCt lU�a Are - - shown, top or bottom gutter to be 12". Panalboard front shall be shoat stool, painted manufacturer's standard IF surface mounted and prime coated IF flush mounted. rupgRE - 1'� 20 - lgranGi circuit& aInail lie GfeeBriy marked Gn ti^ee dead Fr Ont shield. Provide a I" X 2-1/2" pi'er,ollG nameplate screwed to the dead front ah;olci. All torminals shall bo 21 22 eolderleas type connectors. Faolld neutral bus shall have connectors numbered to a res with branch circuits. All circuit breakers to have lock-off device. LIes "SWD" - - circuit breakers for lighting circuits controlled from panels. Manufacturer shall be Challenger, GE., S(emene, Square D, Or LUsetinghouee. 23 t 24 2�g CONDUIT: Conduit shall be rigid steal galvanized IMG for underground, exposed up to +5'-0" or in damp locations. No running threads will be permitted. Galvanized EMT shall be used to dry concealed locations and axpoaad above +5'-0". EMT connectors shall be watertight compression typo. Galvanizeol flexible w �ro03 conduit shaii be used oniy for motor unci fixture connections in iengtir� not to exceaci ib'. Conduits pesnmtratinG the roof ars to ba fi6shed 6y counter f4eleaci. F uWATTS: schedule 40 maybe used under floor slabs or underground with ground wire. PVG underground to have 24 inch cover. Service conduits shalt be PVC schedule TOTAL ILUATTS= i1.48� 4"=Sc4� + CL = gat AftPs 40 , as spcclficd by tI!!ty C-ompar,ics. !nstall flttinge, spcc!a! de✓lGcs End ratcrlai which may be required for the proper lnatallat!on Cf the Ccrdult sy'tGm, 2.06 OUTLET BOXES: Outlet boxes shall be galvanized pressed steal of 4" square X 2-1/8" deep minimum with required device rings, bar hanger* Rayco 900 series or secured to 2" X 4" blocking with two 1-t/2" wood straws. Wail outlets with ons conduit sntru may bs 2-1/8" square X 4" high. i3oxsa for multipie: devices :hail e - PROVIDE LOCK-ON DEVICE be ganged boxes. Outlet boxes shall be a qulppad with plaster rings, extension rings, or fixture studs as required. Boxes sxposod to rain or other moisture shall be Grouse-i-iinda Type FS or FD conduit boxes with appropriate covers and gaskets. Cj - F'i-iOTGGELL.GONTRGLLED �NEiii) 20-1 PULL BOXES: Pull boxes shall co precast concretes with galvanized metal cover. T65- PROVIDE NEW 4PST ADJUSTABLE TIMESWITCH, PHOTOCELL "ON", TIMESWITCH "OFF". 2.08 CONDUCTORS- Conductors sha!I be 600 volt insulation type THHN/THWN copper. Conductors AWG 090 and smaller shall be solid, AWS "8 and larger to be strd+ndacl. 2.09 SPLICES. Splices on conductors 08 or smaller shall be Skotchloc spring connectors and for largar size cables use solciarloss connectors. 2.10 RECEP•T,4CLESi20 voit dupics:x grGunding type, fiihaii bas upesGiFiGatiOrl erade3 i5 amp Levitt>n 052ebi-i and ie0late d ground resc_-eZptaG!eb Les;vitorl e✓2e'o2- IGI. Whare indicated WP install weatherproof Basketed cover, mounted on FS box. Provide ground fault circuit Interrupters where required by code. Dedlcatad recopshatac!es aha?! bm- e 20 a -, Le:�!tcn 2.11 LIGHT SWITCHES= Switches ll be toggle type specification grade 120/211 volts AG Lsvtton :1201-21 and "1203-21 for 3-way. W.P. ELEC. SERVICE METER t MAIN 2.12 PLATES: Siva i I be ivory phano i i c. 2.13 TIME SWITCHES: Time switches shall be in NEMA 1 onciosure with 24 hour dial, mechanical carry-over, omitting devico and adjustable Cor as specified under 120/240v, ie, 3iu 10,000 AiC . rv-octfon 150001 by Tork, Paragon or SanBamo. 2.14 PHOTO-ELECTRIC- CONTROLLER5: As manufactured by 5quara D, Tork, Paragon or Sangamo. 2.15 CONTArTORS: As mainufacturezd by Automatic Switch Company or Squares D. 2.Ifo Gt-1ANNtI_5: `J'tructurai channels shall be by Klnciort-, Kin-Lina or Unistrut complete with sit t'ittinga, aCGeeoOrlee, swivels, rode, etc. and instalisd to etruGtural members as directed by the Structural Engineer. the CsRO - . the ! •^ ��+3 i^rc�r3d'vwet rat3u, Fu3e$u eX�.SpC uiiie3feg vCi'Seruif3e incZiGated 3 �iGis, rv'v�'w 'vGit, c.��iiG(C maiGB, g +ic.+C 1=+teak iuitiS I.�ND PER lockable handlo open Or closed, in general purpose or weatherproof onciosurea as required. CGDE 2.18 Llai-!TIA(r FI1lTI�r.ZE�+: F�rriaY� anCi in&4all _p plQ4e witin lampe, ba!!aete Chid requirCol mOurtin- hardware. Prior to c-rdsrine fivtUrQ= lierif� TOuf^ttng ^?a olt and finishos. Installations in fire-ratoci areas to be done according to code requirements. Recessed portions of fixture onclosurss, other than at points of support, shall 1/2" G i"ro GU TO APt=t�ovED ast i/2 inch from combustible m6hu toriai. Thermal insulation saii not be inetaiied within 3 inchoo from the rscossaci Fixture sncioerm, wiring LIFER AND �U� compartment,, or ballast and shall not be so instelied above the Fixture a* to entrap heat and prevc ent the free circulation of air unless the fixture is otherwise identified METALLIC GWP PANEL be sIG6Ced 6t le for in-,ta!lation within thermal insulation- For pendant mounted fixtures, align stems to Coiling with laser bsame_ ..2 A.. 2.19 LAMPS: l0(dAS Lamps shall be as shown on the F(xtura schedule Provide lamp* suitable for the use intended. Fluorescent lamps shalt be 34 watt orimi saver Cs.E. 2P F4s�3P35/RS/wT-1 Or approved squai by 5yivania or Phliips. UG "� PULL 220 BALLAv' T5: A. Fli.orsscsnt ballasts 64-'all be prerni64m typo CCh', ,;ertiFisd area ETL apprcvod, high power factor and or voltaes rsquirad. Gattaata shat! L-a Ad✓encs Mark !!t, or SECTION Universal SLH. I L5 illr� tnailasta e.-all Lne UL IigtQd for ti+� QpJrCC wattg�e and posittOr} rf{ the lamp pirOyi/�Qi'1- 2.21 LENSES AND DIFFU8ER5: 1009- vir in Acrytic with 0.125 inch minimum thteknees. Outdoor lenses shall be vandal/weather resistant. i i/4" G-3"1 /Ti�l1J) i1: Provide �3FG! GtrGuit breakers Or Outlet& eaGGGrdinQ to the iv6tiOnai EieGtriGai Code Section 2"0 c'2) and i3), 2i+?i-8, �{ 2.22 GROUND FAuL i C!RGui i iNTERRUPhR iGFG P _ �� and such ground fault circuit interrupter protection may be provided for other Circuits, loeatlone and occupancio6, and where used, will provide additional protection !U 3" C. WITH CIORS PER against Itne-to-ground UTILITY shock hazards. CO. I TY GREQMT3. J PART 3 - EXECUTION 3.21 CsENER14L: the working drawings end indicate the general layout oy A. The Eloctrical Drawings, which constitute an intOeral part of this contract, serve as f the electrical sstema. _4 TOT O Ffald varificatfans cf locatlons or piens is directed by field don conitls. C-lock the Architectuv' ral, truct::raf and Mschanfcai Plans to a•,✓ort possiblo Installation �-- LOAD: conflicts and include all resulting coot In the bid. E5 Did >o An�twe++ l!iettllltettl nitfFetretnt �,larnw, bestilleser+ r�lAn+ AnC1 Ac-tl,ril fieti�'1 e^pn�iitior+*, or bstwQ�r+ �rilwnle 6ne1 &petGiFlGatinn>+ trviit het pr�xnptly l�rnllgNt t.n the Attantie7n 42.4 A Of the Electrical EnBtnaer for GlarlfiGatiOn Or decision. Appurtenances and wiring not epecificaily indicated or referred to, but which are common to complete 41.5 A �+ LCL) and c pera'GiFs electrical by6t6crriv, *hail de iriGfudeSd ;6 the ir,46- G. Each empty conduit shall include a pull cord. All pull cords shall have a minimum diameter of 1/4" and a minimum average tensile strength of 1100 pounds. It *hall be yellow in color. A contrasting tracer color maybe included to identify the manufacturer. Flat braid to not acceptable. SINGLE LINE DiAGRAM 3.02 INSTALL AT ION: A. Installation of materials and equipment shall be in strict accordance with manufacturer'a rscommsndations, instructions, industry standards, as indicated on the NO SCALE dr a,win e Anas peified liarein. � d scg fixtures, equipment and outlets to the satisfaction of the Engineer- Details shown on the plans are For the B. Provie all mounting facilities for securing or hangin purpose of satab!lshlrg the extant and .2,_ ars! math^ds Irad. Pro,.- a!i else as, inserts, axpanslcn Jclnts, -1!✓rstl^r, fitting, etc. raga. C. Provide etoraga facilities and protect all work„ materials and equipment from damage during process of work Materials and equipment shall not be stored exposed to weather Replace ail damaaacl or defactiva work, materials and equipment without aciditionai cost to the Owner. D. Provide tranchtng, concrete encasement of duct and conduit, back-filling and compaction for the underground electrical system, all in accordance with applicable soctfon of this epeciffcatfOn. 3.03 CONDUIT AND WIRING: All Conduit and wiring shall be installed concealed in wall*, above tailings and below Floor slabs or axpoaad in accordance with applicable 1M�ML OA! end the Electrical Drawino'. All zrlatrations of fire-rated walls or ceilings to be coordinated with Owner. Conduit runs are shown diagrammatically. �� �� T regulationsp Exact routing and location of the equlprnent to ba determined In the Fiala. 11P" T 3.04 EXTERIOR EQUIPMENT: All equipment and wiring Outside to be weatherproof and tamparprooF. 305 MOISTURE PROTECTION: WN-worts resquirad by reoCrjuiaiiGrea, all panegiGOar'da, maul 6witei)�Garde and aleGtricat dev;Cdb* in the spray radius of &prinkler& shall ba installed with weatherproof enclosuro* to Compliance with these regulations. - 3,06 CsROIJND!NG: A!! meta!!!c ccndwts, supports and enclosure* *hail be grounded In Gomp!!dncia with the Naitiona! Electrical Code. Csrourdtrlg bush!nge shall be used Comm whorovor conduits are requiredto g be roundedall requirements of the Southern Californiadison . 3.0'1 ELEGTt�2iGAL SERVICE FAGiLiT(ES: Eiectricai service and motoring facilities obeli bs inatailod in compliance whin NOTE: THIS IS A NEW ELECTRICAL SITE-PLAN SHEET Com F' y an . Verify this point of connection, location of service pole*, conduit stubs or manholes and include all construction Cost in the bid. Apply for services in OF AND ADDED TO THE PLAN SET OF DRAWINGS � r� the same name of the Ownar and pay ail aorvicea and cablo ci^argoa. 3.08 TELEPHONE SERVICE FACILITIES: Provids earvico conduits, substructures, backboards, conduits betwoon backboards, grounding and recoptacloa as required Aav PART or-,LRE VISIONS/ADDITION'S. SEE • b the servin utilit GOtn an Verify the point Of GOnne►ctiOn, location OF service poloe, Conduit stubs or manhole* and include a!! construction Cost In the bid COVER :&WEFT L-I '�� KAP wE �- ��Pow"11111111110 y g y p y ��� 3.09 TESTING': All now circuits *hall ba to*tad For short and open circuit to ground with a maggart raei*tanca to ground shall be in compliance with the requirements yam'f��� ~� a� of the National Electrical Code. Furnish all nocsesary labor, instruments and equipment required for making toots to c(smorietrato that the operation of the &ystom DRAM o� rdance with the intent of the Contract documents. On Also perform a comploto "in service" operation of the entire electrical syatsm to the full satisfaction of Ib in accO the Owner. � i END OF SECTION �QA4ESSlio uca�M�rEw P" CITY OF RANCHO CUCAK40NGA ° .7338 COMMUNITY DEVELCIPM"Ti' DARTMIT G/� * ir�au■cT i9M� _ELLEW� !' tK T ._ p v I G To K is z FOFCAUF`J 61►���.�•s1W�- atli�bMill�i.t_3iPi�'s Cn 1 2 Q - Dab Kar j&A and ArodSUM Inc. i r of a'r nn �• _Z .,Zz... ay Telephone N(71) 751 1851 iti+V Cc Cc Coats Mesa. CA YLb:.rf-4e3�1 Fax (714) 751-4218 C) AWNw 71 SHfIE(33 of 3s 0 C a t i CONCRETE 10•CONCRETE FINISHES E. Plant List - Is indicated on drawings. See Sheet 22 to 25 14.RANTING VINESr SHRUBS AND GROUND COVERS 8. Fertilization - Fertilize three (3) weeks after planting with S 1• SCOPE F14t surfaces shall be screeded to the required levels and slopes and F. Sizes of Plants - Shall be as stated on the Plan. Container A. Vines and shrubs shall be planted in pits at least 18" greater pounds 16-6-9 per 1,000 sq. ft.; fertilize thereafter every then any excess water and laitance removed. Concrete shall be stock (1-gallon, 5-gallon, and 15-gallon) shall have been grown in diamter than their ball of earth and at least 12" below the thirty (30) days. Furnish and install all concrete work complete as indicated on the compacted with a grid tamper and then floated to a true level surface in ;containers for at least one (1) year, but not over two years. bottom of the ball. Compacted soil at bottom of pit shall be within the tolerance of 1/8" along a 10" straight edge. loosened and the pit filled with "prepareo soil" to the bottom C. Disease and Pest Control - For control of slugs and snails, drawings and specified including: of the ball. When the plant has been properly set, the pit apply pelletized erica cium arsinate 55 by weight and G. Substitutions - Substitutions for the indicated plant materials shall be filled to the required rade with "prepared soil" and metaldehyde 55 by weight as per manufacturer's recommendations A. furnish and Set all reinforcing steel, Dolts. and anchors. See plans for concrete finish in landscape areas. g w be permitted provided the substitute materials are approved thoroughly settled by tamping and watering. All rives shall be two (2) weeks after installation. 1 1 EXPANSION JOINTS in advance by the L.A. and the substitutions are made at no removed from stakes, untied, and securely fastened in an B. install-all items required by other trades which are to be cast into • additional cost to the City.. Except for authorized variations, approved manner to the wall. fence, or other surface next to For control of cutworms and other soil insects, apply Metro concrete. all substitute plant materials shall conform to the which the are brand soildrin as per manufacturer's recommendations two (2) Placement of expansion joints shall be as directed and determined by Y planted layouts of slab markings noted "E.J." on drawings. Expansion joint requirements of these specifications. If the accepted substitue Meds after installation. This product contains Dieldrin, C. Concrete mow strips, footings for walls, fencing. benches. etc.. materials are of a less value than those indicates: or specified, 6. Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate. where applicable. material shall be Quick Joint, or approved equal, or as noted in P P Plans. the Contract price will be adjusted in accordance with the plant. Mater thoroughly, backfilling any voids with additional provisions of the contract. prepared planting mix. Exterminate 9.,'+hers and moles and repair damage. E. GENERAL IL PROTECTIONDP M. Plants Not Approved - Plants nota roved are to be removed from C. Ground Covers 0. Prunin - All shrubs and trees shall be pinch pruned as iR All requirements of subsection 3.31 standard specifications for s t immediately and replaced with suitable plants. The L.A. necessary to encourage new growth and to eliminate rank Sucher All finished concrete work shall be barricaded to pedestrian traffic Public Works construction, shall apply except as specified herein. for three (3) days. Barricades s`sali be placed immediately after and/or City reserves the right to reject entire lots of plants (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be D planting.concrete finishing. Contractor shill furnish, place, and remove all represented by defective samples. cover areas shall be moistened prior to land No flat removed. No major pruning shall be done without the approval of 3. MATERIALS of his own barricades. Contractor shall be responsible for any plants shall be planted in dry soil. the city mbintenince inspector. m damage to new construction and replacement-or repair of the work S. S ANO SOW. CONDITIONERS i A. Portland cement shall conform to ASTM-0150, Type I or Type li. (2) Set. plants in center of pits so that crown of plant will be E. Meedin - All planting areas including lawn• groundcover and j shall be made without added cost to the City. Samples of all :ail ammendments, sod and plants sha'l be submitted for level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times. Weeds shall B. Concrete aggregate shall conform to ASTM-C33. inspection and stored one the site until furnishing materials of is backfill and tater. be dug out by the roots and disposed of off site. 1 i. .PATCHINi3 completed. Delivery may begin upon approval of samples or as directed by qo C. Mater shall be clean. free from strong acids, alkali, oil or organic L.A. and the City. (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 4N6 day maintenance period, the Contracot matter. 4" but not more than 6" in length. shall fertilize per 126 - Lawn Maintenance and 127 Groundcovers if patching is necessary and permissible, i bondino agent such as A. Organic fertilizer shall be processed sewage sludge with a and Shrub Area Maintenance of these specifications. p' 9 0. Admixture for all formed concrete shall be SIKA Chemical Cor s Meld-Crete, or equal, shall be used. minimum content of 15 nitrogen and 2% Pho:ohoric Acid similar to i 1i. TREES AND VINES OCCIAIIMKi N LAWN 2S. GUARAMME AND REPLACMENTS j `Plastiment" or approved equal, applied io strict accordance with Nitrohumus". Method of processing shall not destroy normal • manufacturer's directions. 14. CONCRETE CURBS bacterial content. Trees and vines occurring in lawn shad be planted before final E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. Construct concrete curbs at locations shown on Plans as detailed. �. Nitrogen stabilized sawdust shall be bulk, with the following preparation of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as Mirefabric: ASTM-.�1a5. true to line and grade, as approved by the local County or City. Use nitrogen content based on dry weight: to growth and health for a period of one year after natural grey Portland cement concrete, 2500 psi compressive strength. r6t CARE OF PLANTS BEFORE AND DURING PLANTiNG• Completion of the specified maintenance period, and/or final F. forms locate expansion joints as detailed or shown, and as directed, at 0.55 for Redwood Sawdust acceptance by the city. All trees up to 20" box size shall be ` intervals not to exceed fifteen feet (15'). Finish with steel Plants shall not be all to dry out before or while being planted. guaranteed by Contractor to live and grow in in acceptable P Lumber shall be "construction grade" douglas fir. trowel, then brush with bristle brush parallel to face or edge. 0.75 for Fir Sawdust Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of one year after completion (2) Plywood used for forming shall be at least 5/8" thick, and edge I.Ot for Bark or Pine Bark or mixture all times during planting operations. Do not expose roots to the air of the specifiedmaintenance period, and/or final acceptance by s sealed. CLEAN-UP Salinity - The saturation extract conductivity shall not exceed except while being placed in the ground. Milted plants, whether in place the city. Trees in 20" boxes or larger, and all field grown G. Expansion joint filler shall conform with ASTM-D1751 (premolded). Sal mity- Th / at At 15C. or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in Upon completion of all concrete work and before final acceptance, expense. an acceptable upright position for • period of one (1) year Contractor shall remove all tools, surplus materials, apparatus, after completion of the specified maintenance period, and/or 4. CONCRETE debris, etc., from the site and the site shall be left in a clean, 117•WATERING BASINS city acceptace. neat condition acceptable to City. Commercial fertilizer shall De delivered in sacks with manufacturer's A. alit label showing weight and analysis attached to each sack. A. Construct a firmly compacted mound of soil around each tree and i. All plants that show Signs of failing growth at any time during (l) Contractor assumes responsibility for the design mix and plant to form a watering basin at the edge of and following the the life of the Contrart, includir. the maintenance period or guarantees the specified ultimate strength es indicated or � w/� ��//�� Sa STAKING MATERIALS shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for I specified herein. L/11�ID`7vAI�E A. Tree staking shall be as per detail. See Sheet 26 from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and (2) Concrete, minimum 28-day ultimate strength shall be 2500 psi. at least 4" high. Mounds for all other trees. vines or plants size at the expense of the Contractor. (3) Ready-mixed concrete shall conform to ASTM-C94. 1. SCOPE not otherwise specified shall be to least 2" high. Excavated B. Ties for holding trees shall be as per detail.See Sheet 26 earth, if capable of retaining water, may be used. Any C. Contractor shall. within S days notice by the city remove and ; The work of this section includes all labor, materials and equipment settlement within the basins retaining water shall be refilled replace all guaranteed plant materials which for any reason fail B. Proportions and Consistency required to complete the work indicated on drawings. The work shall be 1 Q GRADING AND SOW" PREPARATION to the required grade with prep red soil, and additional to meet the requirements of the guarantee. Replacement shall be performed in accordance with the best standards of practice relating to nitrogen stablilized sawdust worked into the surface as required made with plant material as indicated or specified for the (1) The proportions of aggregate to cement shall provide a dense the various trades and under the continuous supervision of a competent A. Contractor is to finish grade to within 1/10th of a foot or I" to restore the mulched condition. original planting• and all such replacement materials shall be mixture which will readily work into all corners of the forms foreman, capable of interpreting the drawings and these specifications. below paving where paving exists. guaranteed as specified for the original guaranteed materials. and around all reinforcements without any segregation of the the work included in this section is as follows: materials. cause excess free water to collect on the surface or B. Moisture Content The soils shall not be worked when the B. At the end of the 180 day ma,ntenarce period all watering basins fertilization, planting, moisture content is so great that excessibe compaction will in lawn areas shall be leveled to finish grade and the arta S 7• CLE AN-UP cause excessible bleeding of the forms. Finish grading for planting, soil preparation . Including lawn. maintenance, inspection and :ertifications, guarantees, occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. (2) The recommended practices of the American Concrete Institute p, g, guying, ano es alierin , miscellaneous allowances. or that clods will not break readily. Water shall be applied if Upon rubbish, trash of the work in this section, Contractor shall aremove all clean-up, slakin g, p 9 necessary to provide ideal moisture content for tilling and for shall be followed in all applicable procedures. The maximum 18. WATERING rubbish, trash and debris resulting from the operations: remove disused slump shall notal in a three ica inches for footings, slabs planting. equipment and implements of service; leave entire area involved in a neat slumade, and mass concrete five (i inches for foundation rolls. Z. APPROVALS A. Immediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of tht city. C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate AAll sprinkler work shall be inspected and approved prior to start of a manner as to anticipate the finish grading. Excess soils stream in the planting holes until the material about the roots A.C. Control shall be removed or redistributed before application of D is completely saturated from the bottom of the holt to the top � any work. fertilizer and mulch. Where soil is to be replaced by plants of the ground. The concrete quality, proportions, consistency, etc., is subject to and mulch, allowance shall be made so that when finish grading approval of City and no changes shall be made withuut the City's B. Prior to excavation for planting or placing of stakes, locate all has begun, there shall be no deficiency in the specified depth B. Plants which cannot be watered efficiently with the existing written approval. utilities, electric cables, conduits, sprinkler lines, heads, valves, and valve control wires, and all utility lines so that proper of mulched planting beds. water system shall be watered by means of a hose. S precautions conf be ebtaken not to oldamage such i p.ovementspromptly. In the 0. Weedin - Before and during preliminary and finish grading, all C. Apply water in sufficient quantities, and as often as seasonal 6. FORMWORK A. Forms for concrete work shall be either metal or wood. Forms that notify the City Inspector who shall arrange for relocation for one weeds and grasses shall weeds dug out by the roots and disposed of below the require, to keep the ground wet at all times, wbe ell are warped or that do not have a smooth straight upper edge shall not or the other. Failure to follow this procedure places upon off site (except those weeds and grasses not seeds the perennial Delon the root system es grass and planting. Care is to e. De used. Forms shall be set with the upper edge of the board true to Contractor the responsibility for, at his own expense, making any and type, leis than 2-1/2" high and not bearing seeds, which may De taken i� watering slopes so as not to cause erosion damage. all repairs for damages resultfrom work hereunderturned under). Oats more than 2-1/2" high and not bearing seeds resulting o . line and grade and shall be staked rigidly in place with stakes set may be turned under. Perennial weeds and grasses to be removed D. Following the planting of ground cover plants furnished in not more than four feet (4') apart so as to remain immovable include, but are not limited to. the following: flats• each plant shall be immediately and thoroughly watered by ! throughout the construction. All forms shall be approved by City means of a hose with a slow-running stream of water. within a tolerance df one percent (15). All materials shall be j•QUANTITIES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant accurately and separately weighted and mixing shall continue until Alfalfa Johnson Grass Wire Weed Morning Glory 19,TREE STAKING Cpr4t. the distribution of material is uniform and the mass of concrete is Plant materials shall be furnished in the quantities and/or spacing as St. Augustine Grassh homogeneous. shown or noted for each location and shad be of the species, kinds, 9 ZSt& e7:1ed trees at time of planting by platin esizes, etc., as symbolized and/or described in the "Plant Material E. All planting areas shall be scarified to a depth of12 inches r into solid ant the tree heB. Two and one-half (2 1/2) gallons of water per cubic yard, shall be Legend as indicated on the drawings. The L.A. has prepared this list below rade with the s acin of the ri er teeth no realer than as possib the roots. Fasten thewithheld from the mix at the plant, and all or a portion may De added only as a convenience to Contractor and assumes no responsibility for its 9 V 9 on 9 s oke in at least three p X-lt tree to the mix at the job site as directed by the Inspector. The accuracy. The LandscapeContractor is to verify all sizes and fe inches s. center prior to placing a than in and y fertilizers. All rock and debris more than 2" in diamter shall M ESPAIJERING VIAS HOM : TH I5 IS A t`Ie*J T SMG(�ICA-(-If�� � �. N S,,IE�-• concrete shall be mixed at least 5 minutes after such water is added Quantities. be removed from the site. , ^� -•� and not less than 3 minutes of this time shall be immediately prior All trellises and stakes are to be removed from plants and the plants 01-_ NIP .t.O T tl` l G✓ Or- original � ul to the discharge of the batch. Total mixing time after adding 4.VERIFICATION OF DIMENSIONS AND QUANTITIES F. Trenches - If sprinkler system is installed after grading and shall be fastened and trained against fences o• walls as directed by the �1 �! original water shall be at least 15 minutes. Tertis completed, the uer portion of the backfill Dimensions „re approximate. Before proceeding with any work, Contractor ilizing ppCity' � A-, p��l �� � ��Y�51�H�j/�✓���I�• S . �y��' C. Concrete which is not placed within 90 minutes after the introduction shall verify all dimensions and quantities and shall immediately inform shall trer req euir-A, tto rett.lane fertilized to the depth specified for the - of cement and water, and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or o conform to the specifications. _�•( ftT1RCAT'ES CrC�E� � L1_ I after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 1 1. FINISH GRA DING w t. CONVEYING AND PLACING where there is such a discrepancy until approval for same Ms been given In addition to any other delivery specified, Contractor shall foe, sh by L.A. and city. a certificate with each delivery of bulk material. stating the source. When preliminary grading• including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the complete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the A. Before pouring, all forms shall be thoroughly cleaned and made tight. s• NSPECT'ION lawn and planting areas shall be graded to the e'evations indicated on The bottom of trenches shall be wet down before pouring footings; Certificate shall also state the volume, net weight, percent of Nitrogen he time of pouring. Concrete shall not A. All inspections shall De made by L.A. and City. Contractor shal the drawings. Grades not otherwise indicated sh..l be uniform levels or and percent of Phosphoric acid. For each fertilizer and soil � earth shall not be muddy at t p g slopes between pints where elev� ons are given. Minor adjustments of ll be be placed until reinforcements, rough hardware, and forms are request inspection at least two (1) days in advance 0f the time D 9 conditioner, in containers, a similar certificate or invoice Sha finish grades shall be made at t • 'firection of the city, if required. furnished stating total quantities by weight and volume for each t approved by City inspection is required. `�MOsLUA i material. These certificates shall be submitted to the L.A. and city f�c Finish grade shall be a smooth, even and uniform plane without abrupt prier to the start of the maintenance period. B. Inspection will be required for the following parts of the work: change of surface. Soil areas adjace:it to buildings to allow a natural RY Il. Before depositing new concrete against old concrete, all .laitance � 4 run-off of water, and surface drainage shall be directed as indicated on !24 PROTECTION ��'Q +e Shall be removed, and the surfaces roughened to expose the embedded (1) During finish grading and soil preparation. aggregate. The surfaces shall then be covered with cement grout, the drawings by remodeling surfaces to facilitate the natural "run-off" Contractor shall carefully and continuously protect all areas included in � r'� using the specified mix with 1/2 of the course aggregate omitted, of water. Low spots and pockets shall be one inch below grade of the Contract, including plant materials• fences, supports. etc.. watil ya 1-1/2" thick. (2) Plants, at time of delivery to site and prior to planting. adjacent payment of any kind. Grading shall be done when soil is at final acceptance of the work by the L.A., and city. i= (3) When vines, shrubs, and trees are spotted for planting, but optimum moisture content for working. ' C. Conveying and placing of concrete shall be done so as to prevent i separation of ingredients, and in no case shall the free fall exceed planting holes are not excavated. IM MAlf>•ANCE 6 feet. Tremies shall be used as required. Surfaces of concrete (4) Specimen trees at source, before delivery. A. Contractor shall maintain a sufficient number of men and * • shall be kept reasonably level, with a minimum amount of concrete 1]'1.METHOD OF PLANTING AND WORK PROCEDURE adequate equipment to perform the work herein specified. Plan �l4 being allowed to flow after being placed. Placing shall be (5) Lawn areas prior to planting. maintenance work shall consist of applying water, weeding, performed As a continuous operation until each section is completed. A. No planting shall be done until all operations in conjunction caring for plants• including groundcovers, shrubs and trees, (6) Planting areas prior to planting. with the installation of the sprinkler system have been edging, aerating, and mowing of lawns, fertilizing and control 0. Concrete shall be spaded and vibrated with mechanical vibrators to , completed, final grades have been established, the planting art4f of pests and diseases. • maximum subsidence, without separation of ingredients. The moving (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of Concrete by vibration will not be permitted. calendar day maintenance period ("Final Inspection"). work approved by the city. B. Damage to any planted area shall be repaired immediately. . 7. GROUT (8) At completion of 180 calendar da maintenance period ("Final B. The relative position of all trees and plants is subject to Depressions caused by vehicles or foot traffic shall be filled y pe with topsoil, leveled, and replanted. Exterminate gophers and R E V I S I O N S Maintenance inspection"). approval by the City and shall, if necessary, be relocated as moles, and repair damage. FOR CITY USE ONLY A. Grout shall be composed of one part Portland Cement and two parts of directed as p3-t of the Contract. fine aggregate by volume. Materials shall be mixed dry and water (g) inspection reports shall be made for each inspection by the C. The entire project shall be maintained for a period of 180 days DATE DESCRIPTION PPROVED INITIAL DATE added just sufficient to make the mixture flow under its own weight. L.A. and one copy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set so commencing from the tme all items of work have been complete to that, when settled, they bear the same relation to.the required 1 STREET the satisfaction of L. 6. For dry tamp cement grout, a minimum of water shall be added to the grade that they bore to the natural grade before being A. and city. ATER/SE WE mix so that when wet sample is squeezed hard in the hand, surface transplanted. Each plant shall be planted in the center of the - moisture, but no free water, shall appear on the sample. 0o not mix S• CERTIFICATION pit and backfilled unless otherwise Specified, with the prepared Prior to job acceptance, written0. The project shall be cared for in a neat, clean condition at all GRD timMs to the satisfaction of city and L.A. TRAFFIC DRAM more than can be used fh 30 minutes. soil. No soil in muddy condition Shall be used for backfilling.certifications shall be submitted to the No filling will be permitted around trunks or stems. All broken B. city for one following: Z4•LAWN MANTANCE FINAL CHECK CURING AND PROTECTION or frayed roots shall De properly cut off. R/W A. Quantity and Quality of Commercial Fertilizer and Organic A. Watering - Water every day once per day for two weeks and _ A. All exposed surfaces of concrete shall be protected from damage due D. L.A. and/or city shall supervise the placing and plantino of all f �,y� AS CONST. Fertilizer. there ter gradually reduer frequency of watering to �.Aimes TT`��� U 4:-'T. to temperature, elements, and Construction operations. plants. per week. Contractor shill continue to maintain the lawn until Curin B. Quantity and Quality of all Soil Amendments Called for by Plans final acceptance by the L.A. and City. 1. _.9 and Specifications. E. in the event that underground construction work or obstructions THESE PLANS WERE PREPARED BY: FOR PRIVATE USE are encountered in the planting operation, alternate locations B. Fertilizing - Apply 16-6-8 at the rate of 5 pounds per 1,000 (1) All exposed surfaces of concrete shall be protected from for plant material will be selected by L.A. and city Alternate square feet three weeks after installation and water immediately INITIAL DATE premature drying and freshly placed concrete shall be protected •MATERIALS locations will be done at no extra cost to the City against wish by rain. Ail concrete shall be kept wet for a thereafter. DRAWN period of ten days after placing. In order that curing rater Plant materials indicated on drawing: and herein speciftied shall conform �1 cl CHECKED may reach both surfaces of walls. the forms shall be loosened to the following: 1)S•PLANTING OF TREES� MAW C. Diseases Pest Control - Two weeks after installatin of lawn, and water shall be poured over the tops of the walls and allowed / app y a granular mercurial fungicide of 1.85 mercurous chloride NAME DATE to run dors between the concrete and the forms. A. Nomenclature - Plant names indicated on the drawings conform the A. ition plants in locations indicated on drawings and recur as per manufacturer's recommendation. �Standar�-Tani Names" established by the American Joint app vas before excavating pits. making necessary adjust s as > LICENSE NUMBER FILE (2) All liquid curing compounds shall be used in accordance with the Committee on Horticulture, Except for names covered therein, the indica 0. Mowing - The lawn shall be mowed at a height of 1-1/2" with a manufacturer's ng compounds and shall not ac used accordance surfaces established custom of the nursery is followed. rotary mower, equipped with rollers, before it reaches 2" in CITY O F RANCHO C U CAM O N A manufacturer's concrete hardener. 1. All pits for rees shall be dug square with bott level, the height. Collect grass clipping during mowing operations and receivingB. Condition - Plants shall be symmetrical, typical for variety lengti. „f sides nd depth equal to two times diameter of the remove from the site. { COMMUNITY DEVELOPMENT DEPARTMENT S. DEFECTIVE CONCRETE and species, sound, healthy, vigorous• free from plant disease, tree ball. Compac d soils at sines and b oms shall be loosened by scarifyin r other Approve thod. Pits shall be After each cuttin the edge of the grass shall be trimmed to a PROJECT NAME ELLEN A PARK insect pests, or their eggs, and shall have healthy, normal root g• 9 A. Concrete which is not in accordance with these specifications, out of backfilled with "prepare oil" to required grade, and the neat and uniform line. the lawn edges shall be maintained line, level, or plumb; showing structural crack%, rock pockets, systems, well-filling their containers, but not to the point of Voids, spalls, honeycombing, exposed reinforcing or other damaged being root bound. Plants shall not be pruned AT ANYTIME, and in settled of the pit filled w "p ared soil", thoroughly neatly at all times. VICTORIA VINEYARDS SOUTH surfaces shall be considered •s defective. no case shall trees be topped. settled by water application. r 1 SHEET TITLE C. Dimensions - The height and spread of all plant material shall Set plants in center of an a ve ical position, so that A� MOM AMA MAMANCE �ode SPECIFICATIONS 6. All fins and irregularities shall be removed from exposed concrete measured with branches in their normal position, and re!at '1 be crown of ball will be eves it finish •llowtnt for A. Watering - new planting Sham. be watered once per day for two surfaces while the concrete is still green. Where patching is as indicated on the drawings. The caliper of all trees shall be watering and setts g and shal` Dear the s e'ationship to 2 weeks after installation. Reduce watering to every other required, all loose and unfirm concrete shall be removed prior to measured 4'-O" above the surface of the ground. Where caliper the finish gra hat it did to the soil sur in the day for the next two (2) weeks. Water thereafter three (3) patching. Minor rock pockets end honeycombing shall be patched with of other dimensions of any plant materia��s are omitted for the Container. times per reek until final acceptance. dry pack concrete "Plant Legend", it shall be understood that these plant materials shall be normal stock for type listed. 0. Preps depressed water basin as wide as plant balls a sch pi . Water thoroughly, backfilling any voids with add nal DATE COMMAWITY DEVEL NT DIRECTOR DATE CITY ENGINEER 0. Inspection - All plant materials must have been previously spared planting mix. -y 1 inspected at the nursery by the County Horticultural Department. APPROVED i SHEET SP-� OF and shall be subject to the inspection and approval of the L.A. and City DATE DING OFFN�AL APPROVED AMIBIIG NO before planting. OR . _ DATE 'C Y PLANNER PROJECT SHEET N0,34/ F -3S iltiih,� . ----. ---. ____ - ......................... ­_ -- _. . , I ______ - - - -_ -1 , -_--_____---- amnamm---____--- . ----.--- -- --- - ,,,, _­­ -------- - nolow=LUM -- �in . - N1 - - ! SPRINKLER IRRIGATION SPECIFICATIONS l.ol 0[SCRIrTION 11) Me I - GM Miscellaneous Irrigation A. SCOpt Of NOrit: Frosted stl labor- wterlatl, tP►n/pprt&tion, and S. TAf chart shall be • b1Kt11at or blot 11nf oEa110 print and D grass ltpe and /itttngf: Q. Ballon Equipment t. Systemic• heeds shall ►t installed to Only complete Satisfaction 01 the afferent color shall be used to indicate the area of system has beam accol►itsned to tn• (ompleu Nttsf&coma of serrates hKes►ars to frrnlfA and install the Irrigation SyatN is • d 1. where tndi uttd ma the Drawings, use red Dri$s ureved pip♦ 1. Refer to Irrigation plans for %lief and types o1 the City of Ranch Crcamaong•. ShOwm as tht Drawings sal described h*rf4h. coreregf for NCA ion. tohfOtmtng to /e#tr•1 S►etlfi cation gbl(-P-IS1 r1$toll&meov$ irrigation ogvt►aent. 11 R 1 11 �. Sprtekler Ntadt r h be !sires to r he hat t • 1.02 WAIITT ASStMANtt b REWIRE)KNTS 6. 1Mrn comyfttN and app out#, t t y 2, Fittin t shall be red britt conforming to F1ders t. All misullaneout larrogatlOn equtpsmnt shall be • %►reified %W ed between two pieces of ►:attic, each piece being • 9 1. Install the sprinkler heads is designated on the Driving%. rinfrum 20 slit. SPeclfiution OWN-P-460. Or rpprorN tows. • ► R Sprinkler Mads t0 M installed to this wort shall be ► 11 sash and to a y ►nf A. Prrmltl ani roe%: Thi Cent►acto Sha ob pay all permit% and all observations as required. equivalent In ill reep*(tt to chs* itemised. R r 11 be completed and approved prior to final [ CopHr Nip# ani fitting% TA t a tf fag om0 7. tee - irrigation system. reRt ] txFauljoN , observation O/ the et ma y 1 � f r ►' Irettlmat: Manuhctvrr• s directions and detailed obis ' 1. ►t pe: type R, Mrd taenptrt0 4• dray ngsY f f D Uarleg% shall be followed to ail C•Ns Mfr• lag sanufacturtrs o1 t SyaclNt o RNdf Shall Not tateed the mast•,» 1"dicatN ma articles rtld In this contract fYthlfh directions toverimg pp1Rt{ 0. Opsretfma ani IIa1Nt1n►nCf Manuals: 3.01 OlSIRYATIOM the Ortrin$t IR no tats shall LRt spacing sicced the Net clewh Is the Drawings and Specifications. 2. Flttings: wrought Cop o r, folder joint type waim•yr ret odea by tAe synuf!(turer. 1. Prepare and deliver to the City Of Ranch Cucamonga within S1tt Conditions: C. OrltMhte/ and Regulations: All local, mYAtctpal ani %tete lama, tell calendar days prior to Completion of construction, two 3. ?*lets shall be soldered with silver folder, 4Si silver, 1St 104 TEIeFiOWY REPAIRS Sol Ari#s bh$ r*gv lationaon : All t Or rWRIC t0 an prison of hard cover N Merl with three rings tonttlntng the fol{ow1Rg capper, ike line. 21l taeetrr, fellow at I12S F. aha 1. A11 s hl Otmensions Are approximate • The Contractor shall oq M yinformation: ltquidus at 1145 F. CAfCk &ne verify alt silo dimensions and receive City Of The City reserves the right t0 make t rary repairs as Necessary to this snort rpt hereby iNcorpotatN Into aha 0660 a part N this! Rancho Cucamonga'% approval prior to proteeding with wort pee► the tpinmler system equipment to operating condition. The ificatt s, aha their provisions shall be cirri" out by the t t.a tor'$ address bad tai F fit@ Valves: Hager thla Section. *aercisf of that might by the City shall Not ►eltewe the Cmatrltt0► of & Ret stat COh c S9K !N lhte ► e A. t r r M his eta flNllt t% rhea tat terry N the Gua ental as kettle ht cehtbih*d in these SWifiCA00"s Shall Net dorassee of CiestfactW. Anyt h9 et,, lift o/ fgvl►rent with Rome aha s ►o" be cgnatt•red to conflict with say of the above rules and 10(•1 manufacturer'/ reprf%Nbtivf. 1. Wtt salvos I• and smaller shall be 12S to. S1M Norte gate t. Eaerciee i,tr*me core to esuwttnt sad works^ Rola ilts to specified rfRul&ttodls N fo"irowhts Of the SAM. VAW*Yer, M1" t1l valve with screw-tit bonnet. Non►istM stem and solid wedge Ytllltl#t. COntrattor shall be respoo, 161 �0► gee l0 SNKlficatlems bad Driving& call for or describe materials, b. Catty aM•►art% ►Atctf M every matorlal and owi►reht Otic• - rt111tfts which are caused by his opK atimas or Reelect. I OS EXISTING 1RtES wortmaaship, or construction of l better quality, higher Standard. Ins tat N un6er thlf eta so a CAtct cal%flog vt111ttts K&rltlgt for taisttng .utility et, larger fete than is r*qutred by the about rulss aha I. Gate valves )' ►M Anila %hall kiw tArrrdea end% aha $ba11 location$ whist it is NK tstary to t•cavate adjacent to #sitting trees, the of three Specifications and DravtMt bel lots rich a ►septi heMrMel. 1 1 1 hprovisions0 Oq+I ► Y at ot. t f areRtif fbtNtNt. Ht � Contractor shall use al poxstbtf cert to avoid injury to tars and r in to I"tt ilAti of trrt ttma materials Intl Wi r r o u t IR ► M f ( inch n larger shall take prtcedNc*• 3 Coo d • a ma N "9 trot roots t ct at ma a N% • t two 2) c • eroots t). [fpi►nattma Of Drertogf: d. C0N►ffte o►erstlhg ►he mai"tsMhce instruction the all I. Gate walvtf I' aha !seller shall be atria%• t0 Shu pitf, so there shall be 1"ttrftran(e with utilities or occur shall lit owe by R614 All roots two (t) Inches a^d .&felt, 1. wnav major tqui►fllnt. f&(trtN ►y R1►ce N Approved o"O. other cobstrYttloh a def ic"Ity tis ►lapti-g tree%, shrubs, diameter, t►c/pt directly to the path Of pit* Or (Oadvit, Shall be and ground corers. tunneled wager ane $411 be htavity wrapped with bursa►• to prevent 4. A111 Sit* valves shall be Installed per tNStattltiON $*tail. starring y g I. orf at the sus* %. tht Det■imps. i$ 1e N. possibly to 2. In iddttthe to the abewt w"tiered el with im macti m, 1� t the Contractor shall carefylly Check all $riot$ to satisfy tris htvopge►ootf iswlseri shed tWOr(2) ,bibs%"1 f(lameter. thewallof Whe tmficatf •11 Otftftt, sista"gs, $leered, Ott. Mi[h may N prompt#f tRt Ctty'f wUt*naNcf ►f►teRRol riU 1n{trvClton{ ►oqv/red. 1M Contrictor shall c1►efvlly iavestigate the for major tar+►•int lag fag. *wifenu ted rritiNg to the Clty G Olrick ICdr►itog Valve% Orrick Cou►Ithq valves shall have a brass himself that he may safety proceed before starting wort the the tro^Ch ldjauat to the trot shall be R1M lrirmed. Caking Clean st►vctwrsl ►Rd finish*# conditions Affecting &11 of his wort of Ranch Cucamonga at the (oeciu►ima N the project that two 17igK• body assigned for wyrifNg ort%turf o1 110 ►.S 1. the lrrtglttma Iysta. end Plan his work a(corothgly, fulmislntmg IUCA fitttmis, etc, "parable with Quick Camelot. Ray.site and type $hall be I$ Spore cuts tArwith Roota ole lr inch aha larger i" dlewtt► M•11 bt thin servtc# has halo reRferN ►Sint" massa two coats of free seat, or e!u•1 stench*s Agjacemt to i 1 r if may be required t0 "it 1st" conons. Ora■1h$t orf M etamf. I.Ot PRE ARA 1011 teff fAOuld be t10tN r1(hlN twenty Ipyr ata) hura, aha Me • tA1} i% gcaer&sly Heg►•adntic &n# Indicative of the work to be ( (guipme"t to be Frrhlshed: Not possible. the tide o1 Chf trench "jaunt t1 the tree shall N mt►t t"ata11N. The rerk shall be instlllN IR tutA • manner •s to N "Ckflew Prevoktlma (AllA. ibytlul LAyOwt: Mt#N vita burls► Or (aov•t. •rolf Conflicts between the Irrigation system, pl&htim$, and 1 Su►Piy la / Hrt Of shit tonlrett the /eliping tools 1. Prior to IMtalt&ttma, the Copl1ltter shall stake out all architectural (*At o 1. lock/tem pr*vtnti0n volts ►Mil be of site ahe type ihelt•tN 106 FIELD QiAllTr CANTRIOL t ► ired for removing. (w% the i►tigatlOn fraviNes lh►bll Nct/tor p tvMtlma p situs! fY►►ly Itnat, ►pylteg aha 1ot•tlon o1 sprinkle► . � 1 I special too f equ N 12) %/tf 0M heads A n f h 1 � A rt Agjuttma t o t • System 2. A11 wort c111N for On too Drwingl by Rotee or details M&1 11IAiSembtin$ aha UjwHmg Nch tyre N sprinkler aha rmlb IN ac(erdARt• With the Drawings ge fur"Ithd aha IMSA+i N vnetnlr O► opt Hfcl/fc&11y W•iv• sup►11t1 ma this project All 1 $hall Approved 1 I 1 Th r r h I1 fl h n It rtnki r h f t, I. A layout s a be • o ed b t t r d • tt • + • ells O Mn 1N the S►telftutionl ! Mgr! strainers •t bacmllor N*vtotima wits shall her/ • YOW P! y City e RirKho Cmc • COR •oto a • t • l jY y N 11 t rillIwai instill lag irrl cion 6 Two (2) four foot valve keys for *►•••tion Or gate bronzed scr#wtd body, with 60 mash NOW $creep the shall be p{O► t0 tnstallltftle eytlowe perforwnCe And to prevent orerl►►•y mato walk$. 3. The ContractorS t no y N valves ftrtler N 1e111y /tOpO e► aPyrow N *gYaf roadways. aha WltOtngs as mvc" w pef►iblc System as show" on the Drawings Whom It if obvious i^ the 4 halter Supety: field that Wltrvcttons. grade liffer•ncet or di►cre►anc(es ( Two tt) keys ser itch aylowtic contrOiltr 3 Alt ►re►surt wipliNo piping betreea the point of Connection 2. 11 tt If dtltrm nf0 telt NjW tm&ptf 1" the Irrigation to rrsa $Ire"sionS #list that might hot have beep considered a4N the lacklto• pr#vanter shalt be IR1tal1N as requited by i. Irritatlma system Ma11 be to-fitted to water svpfly pints tqul►mtat will provide prop*? &be core &#"Nato Cowles$#, the f shall rim with n local N cOnneetion Aa the&cat#$ On ens 0►ar4 s. Contractor Shalt make IVCft idjrstmrats prior to et a"tine. 1 1 f r r t t • OCa M # be I 1 the Cont &ct0 the * tm brought to tat. .. tent obs f too o differences ►hou d Ono (1) quick coffer key lag wtcA$Rt Rh t $ of ser tote sec/ r Ad wStmeats may else i*CiN1 Changes to oulle sties aha brow ht to the attthtton of the C+ty o/ Reecho Cvcamotig• to leer 1+Vt (S) a f►a(tima tMre0/ N each type of quiet $asrvtrp(Rg boy as to mater lei tyH aha iMt111atton 4 y j f y r r r it n 1 Shall 1 r i 1 1 t ed O a t o f r ed 1 rl r the COmtr•ctor t ldyre$ •tor to start of constru(ttma Sweatt ►roe 2 Con ♦ct opt f • N mad# At a►y o■ mato scat ops N flrarao 11H qt, I N 1 111 tion ► hot 0 w#. IT P K ► the event to % mot (► H coca Inn •airs Iatt• N t 9 � Drawings r t, 1 r t i 1 SM 11 NSrw /ell ►eSyO"slNttty for spy reriSton hftfisNy dvtrtRg for ►herrtl on t • 0 at, $1 Corot act* s #ayOlns b • er minor tMngee t iht Ab(n q of em^t(0^f# • ytymt^t that( be tYrpfd over to the caused by utwl lite condittMS I. IAr*rt"g .NPN tptnkler floods by the contractor shalt be lit within 1 after Notification n 1.01 SUBMIT/AlS City at the ton(ty11on of the pojtct MfM1 furl 1 Check tr&:vas atC#mp AN t tem l 0! days • to eat tit ma by t • observation um oc(Yf, *visamc$ that the Owner ki$ r*(N wed C Electrlc•i SuDpir City A. MrterUl list: material must be all&*" to the City of Rancho CYc&mwn$• 1. Swim$ Check valves t' aha $"IIof shall be ?00 pound N 0 G 1 sleet.+u connections Tor automatic controller shalt be mad• t. All sprinkler Asaft Sa111 be sit P.r►fheicrtsr U fIR1ShN bronze Construction with replaceable conpos+tton, ft"PrfM or to eltCt.lcet points of conn*(t1ma of 1n11catN on the Alldts molest heads to ltllgnatN ma the Drawings 1. The CfMtrKtp► goal 1 lerplfh the erNc41, fgriymRnt. ► Of rROOtKT OtltYlgf, S1(yAAG[ ANO IY1N011tK, rubber disc and ►MTI most or #uff# federal Specification, wt*►tals, or Processes specified by "amt i" the Drawings •M IOm-r-S10. Clssf A, Type IV. Drawings SwIfications. he Substitution wilt be allowed without prior A M•Mi1Rt o/ PVC 11►f aha fitting% The CaRtreCtor 11 cautioned t01 irsttRg 01 IrNg&tton SyftN: stilted epp►OWaI by the Clty of bnc h Cucamonga elerc+se tart in bonattng, loosing IMloco("$, and Stating of PvC i 141st/-er&tp v•ivee skill be N heavy dwty .irgin ►VC 2 on tl ttionl shall b• w df at •pOroaimate locations &s tAOwn ) " " .n 1 on u.• Orlt,ngt Contrecter tt refyOnslbte for minor changes 1 the Contrector ►h&11 rNutst tae prtseMt of tai Clty'S 1 r t with F. ► hr inlet t, 0 outlet l to • ►Ire lag listing$ All iVC ►1 pe ►M 11 .N tremtyortl/ Ip • vfhte • tmalt vet On • t 1 thread (luf*0 b &(teal tits ,tmaaitfmaf AYthttte0 AeprtS#ntaNwt to wits at lt•It 4•R havrt to r Performing I t n n r n Antl Or In 7 ng 1 ►t 0 + that Ips t • d ♦ • f • t. CrOplete wtfrist 11%t shall be Submitted ► 0 to N 9 which allows tR1 /^$th 01 ►/►f t0 111 flat 10 N snot l0 Subject marls t • ►f at& •S1 stool OO 11 include he marWfacturer, n t" valve shall field &d wtt&b1/ • &lagt 0rlwout from S to •O sh to(f Of sifting. " 1Material stat the ( Ydf t r lateral, load t • t • rt ► • be • d 1 any Isp-L 1t /e •hemp btM1n$ Or concentrated cote t 0e • ) yo j most arm6of ►M deet►I►l1On of all .left&,$ and "Wi►ment Amy SK tip" O/ 010/ that has been goatee Or faa&61164 will of feet Of head AAtl-drat" valve ►Hall li Ilmll&r t0 the ) 0) 1hSTAllwTlOo to be wild. Although r►^Yf&ctwrtr and other tofoflutioh may dlttaffed &he. 11 IMt•11N. tRslt N rf►t&CN malt* pew Iiftng YI&Iton •AOv• 0► amp ed equtl 2. Teat •II yr#tfyrt It"#a under hydrostatic ►rflfYre Of ISO be different, the following it a quiet to eraser swbe,ttat A Trenchlno ►punOs Hr squat• IMh. ani prow• vatirtlght fanSat. l OS SUSST I TUT IONS y Control Nirinq 1 DiL tr•ncnef $tf&ight she support else continuously on bottom Ito ho, k&"fiatipm Ma^uf&(tvttr MDd&t No. A lI tet COmtr a for rifhfs to tvbttitute ►" ""'Pont a materials 1 [Incept &s noted otherrife. connectlOnl bttveea the automatic of trench lay pip* to •n eve^ great Trenching osc&rattOn Note Ttftln$ pf prefsurs wlnlinef Sh&11 Occur ►•tor to for th04/ egyi Wnt Ot matert111 ilttRe Om the a&mal ng% &n0 tootrolltr/ and trio electric control Val•#% shall be w d/ ►hail follow 1ay0wt tnelcltfd Om Or•rtngt &n0 of nOt*0 imft&11&tion Or 1lfctrlt Control V&Twit 1 kft Preveattf Take 625T providing the fot,orin with direct burial (Closer wire A1wc-u F 600 volt Control plc a Soecinc&ttonf. n• say ma to by r o $ t pop Ihl r 11 t the Il of Rant^0 (Y(amDn • for •►prpsat wire t"stalltd t" (Otto; wire conduit within Structure ? Provide for • minimum of t•Mty-spur (26) inches corer for I All piping yn0af Hr#d &r HS mall se teeth render Series o w On a C r t ^9 r r Initn n l r r r , r r 11 r I Avtomatit Controller U Iters/ 2000 S• ss tt mads •1tR NIG-TSI ►O+id copper rare Pilot wires P tt%u • w es ) • d • q• hod Ott&t t ► f3lu • o S(1 pounds ►t igWrt IMA, and wag ►t poo yrov*0 rltlrtlgnt, prior t0 plus^ Bike 1-11 for 1n A r n color Ir for h auto"tic 9 I Wte Yale • Ko 1 1 ►rpVtsf • tt&tement indicating tri see%On o ma► g t ♦ khats N • lass! • t co o r • o sac & 3 /route• for a mtni®Ym or lignteen (tt) ince•% cord for Ali 1 r n t 1 a et, Ips •1(" ISN t0 tr0111r C/9mKn •arts shall be white with & different 1 Ett. Etc [tt tvaftitut on W/ • asp• •t• a •• o ► p ton prtfture supply Ilnt$ t Sustain pressure in ►tots for not test th&n t1x (6) n0vrt be substituted color ►trip* f0• ee(h &utON tit (Omtr0111r last&11 Im O((Ordanto with valve Mhufa(turor 1 SPtclflc•ttOh6 aha wire If I Nlf 0*•flop, rims&Cf joints •np •!Plat tett yntll !nils* 1►►t pttma sybmittal rust be Specific and tom0lett ►router gsscfl►tir• c•tato$ lit#r& Io case sll ■tri S(Yt ba Ifs$ thaf1l • Prprto• for • minimum cover or twelve alt) tncnet /or &11 system All y ture performance charts chart n nhan I1 ►rove^ w ttrttgnt ltwa wit be Itstef aha Shov11 in(ivgf So+ventrprimer wire, no^-Drf►sur• Itnss and slow CR&ref lOr ee(R ISN to Df tubttituttl S A11 hy0rOltatlt (fits Shall be woe Only In tnf Orf$1nCt 0/ wire connector$. valve boos. et( be (ails of t Miring Shall occupy the Sams trench and shall be iM tslied S Provide for • minimum cover of fight**" (11) inches for all in t:♦ne a' Contractor, or tn1 City of Rancno Cucamonga No manufacturer'{ lite/ltYr/ l UtalOg (uta) N• tfgYtr N at 3 ►rpvlde the eelQuat Of (Ott levan 1 11 l"f ►Cab►t,LutH IlN 1{ &Ion LRf saw fault as pr•fture supply Or lateral lift#1 wb(illttal Io/Ormatfma approved t whore.•• possible control wiring Dip* shill 6/ backfillfo until it has been obs*rwee, tested . anG sDDrOrtC fn trltlnq _ A I. The Contractor may Submit ►wo►titutian► fee etwipmfet &n0 $ The Clty Or Rant^0 CY(&ming& spall R•v• the rel• rttpon%iblllfy 1w 3 "Nes• more th&e Off (I) Wlr/ is placid to / trench. the 4 l&C►11111n$ Ye materials lifted OR the Drlwlnt► by following Procedures as at(•Dtial Or reject+h$ Any swbstitwt N 'too as •n approvved raw&, siring sRai' be tso N together •t intervals Of top (l0) feet 6 furnish RftffS&ry loris DwloO •m0'111 Olhar tett fqulpmfnt ' t6(srWWr 1 The trenches fh&tl not bf bac►IitlfO yht11 •11 rtquire0 tests outltat0 i" Section I.OS of to• irflt�tion Son to loos* fgwlyfNnt and mat r ials Ilse•# (M to• Orlringl aha are oerfprmee Trench#$ $hill lit Caftfally backfilled with 7 level the iffigatio^ system is completed. Perform • coverage Sootificatipn$ 4 0 estanlion curl shall be Provided within three (3) foot of the anca.&ted wter,&(s approved for backfilling, consisting telt In the presents of ire City of Rancho Cuc&Iwng&, to 4 Equipment or materlAt► iM tetied or ►yrhishff without trio, *a(^ wire conmtctipel (%pansio^ curl shall be of sufficient h 1 1 n n electric control Of 11rtm, 10&m, sandy CI&y Inn#, Or OtRfr approved ORtermtn# tf (hf rater (Orfrlgf for ole^ting •silt It approval of the City of Rancho Cucamonga may be tejt(teo and 106 G UXAhT[E ifngtn tt sac fDi c# connect o at eac • ect t cont o materials, free from large clods of earth or stontt lackfltl cOmplttf an0 &!sews! furnish all fform ail 'the Contractor f wir N t0 remOrf Su(h msterla's from the valve. to that In cast of rep&1t,. the Volvo bonnet may 01 9 w:frills ov H L f Ca^ • t0 shall be meth•nit&11y CO•ip&CttO In IlnNupfO •re&t t0 • Ory work rtqu+rfG t0 correct &ny lnte*ewc,ft Or COrfrlgf Quf t0 1 hl a m1# r n I r " asst •tion / feed 1h111 pe mads lm brow mt t0 tnf furlat• rltn0ut 0+$COnnfcting tnf tontrOf t t sown • • A th tri o t o y 9 1 t • a a • Gua • t dtnfity fiu&1 to 40jacent cane tturDed ►Ott Im deviations from pl&nS, Or where the ty$tN ell Detn ■t.11yl,y fore T^ Contra' (tions And rifts Cantrpi •iris Shell Df I&10 Ipp$fl "1n trench wlllaout accordance .stn the •tu(mt# o m 1 Ge • • Cont y areas Iu►ti11 .til conform to Aej&unt grsel$ rttnovt insulll0 if indicated on tet Orlrtn$f vein it is obviously $. ApprprAl N spy Item. Aitern4ta or aulltitute 1n41 uttf Only Swoolcsnt^tory Conditions of these Speciricatlon► shall be filed 1tr#f$ or stretching of contra• girl conductors sips. 1un&•n •r a s. "unps or othar furoate Irregularities 1ne@eouatl, wltn0wt bringing this to the attention Of the that the product or proewct► &&►&family soft the regwirfemhts Alt^ ill Clty prior to &ccaytancl of the irr,g&ttpm 1rttN City o1 Rancho Cucamonga Toil test shall be bccompitshtd 01 the Df&■1Rga aha Specifications On the bt{1/ •/ the S All split#% Shall be made with Scotch-Loh #)$If ConhectO• IRferwtton et, %asmPfee fYO•+item t int Guarantee for• shall •• lhttyded (^ the *orations 5N1tn f&c►$. R&lnalyd Snap-site wtrf connector, or a►prortd ! A sins granular melt*real b4bkfilt ■til be initially placed on Belpre any ground corer la plAntt# 1 A (pry o 9 111 +ins$ MO Ipermit re In a ial than Ont nal/ (Ir21 1n(A - e- � �". �- I '� k .f'w-`" at •�4 Ano mat"lMancf manual *Qu&I use Orf toasts Dar connector ted ling pick _ 1n ttY1 •111 be permit ire to Int initial OeCk1111 1 UpOm comps/Ston of rich yh•Sf o/ work, entire system ah•11 b• 1/ "�`f! i/' .x $ tlbRYtl(tyrgr'f ears&nt+f1 fag++ "Ot relieve the COpttttt0r Of ru b@,� h11 liability under the WN&mtN Sy(h wft•Rt1ee Shall ( TRf Guar&mt#f form 1M 11 be •/-type# On40 the M/.�11&(tor ► 6 IF 1110 tO+iCtf between the 4YtametlC cOnlrpl lir and ♦'fClr1 UT t#/ted Md.&dj Yfted t0 mast site tfgYlrtmehtt only Iwgpl ema•ht the tr&re"tie ifttfrhel0 an# (Ont►in the followlht infermatl0A control rale#% will not be allowed without prior approval Of 3 Flooding of troncmes will be Permitted Only with approval of eh♦ c+cy of R•ntno a(►mOng1 I.o7 MAtNTEMNCE 1�ICJT� 'fl i IS IS A rI�W S� GI IC)�? IpNs PL At{ %45r-_`r ane City of Rancho Cuc•wng• }}-�� II-����.•,� 1-� u� FL-A" �I /� /� 1. RKorf prarintt: (?JARANTEE FOR VIIN[LER IRRIGAtION SYSTEM 4, tl ftttlsmfnt occurs and tuDttquent &ejustments to pips. A The "tire irrigation system shall be *tiger full automatic � >AN V A)/Y�Y �0 T Ht-, T L Y"•t" SET � V�AW I H�J A � [ Autoewtl( Comtrpttlr► ralrts, tDrinlll. head$. late or pleasin Or other 1. Th► CORtrector ►hall y►*wt H the kra► u► to IAte and cas"ytctt here! Y&rAhtee that the +rrt &tion systN.wf have furnished 9. operation for • Hilo# of Sevin t7> days prior to any ►1&ntt"t. Me 9 , R n 1 1 O lit-. -1'I b� I a record let of blue Itme etallg ►.int$ Which Steel, be 7 t construction art nfc*eta y. t • Co trees* shall nate 41 �GJ 7� p�e �2�\!I SIdNCj/�ViD1 I `��. S � •he iMt1►iN +$ ♦.•• rt,(• bft(t► 1" maty+Alf end wortmmMht►. 1 ,Awtomatic conseolterl Snell be or alto ane typo $Horn pr too S rfpulre0 teju$twat$ wltn0ut (Oft t0 the City 1 The City Of RA^CrrO Cucamonga reserves tRe rt$At t0 malivf Or 'tail CO►rtCtN d&11y &M th0• ewers Ch&^gi from the lftgiMi aha the work het bee" (011►1etN in lttOrfA^Ce with the Drawings frarla$► cad s►tclflclttons line the #&act 1Nst•f1 N M ,drawings J 1 $nJrU" tn1 o►lrstipm Oeriaf. COVEi� s+~I��`I" � I . , ., r. ►M S►eti/stations, ordinary •Nr lag test ►he wavivaf Abuse, or Trtnching and sack/111 Under isvinp _._- ,. IOCltimal, %lira, •M miagl of egYtylnent ►t,1"ta for theee Neglect estimated ted agree to repair Or replace toy fed*Cts t" 2 Ilinat loch w Or •utawtic eoateoitrl shall Qf approved by I Of CLEAN-We �_==f%_ 'A, i materiel or WprWNth1► wAt(h may #frel0y during th1 period of mat tnf Cit or Rancno CYtaapn • k,_,___,l.,,,,. .- �� purposes may be obtains &rpm the City Of Ranch Crclmonga at y 9 1 Trenches located under •rest wnf•t Pavlhg, &tDealti( concrete _., t01t 1hi1 sit 01 $•Artemis MA11 be kept on the Site •M year from f&te 01 !([HtIM• aha af10 t0 te►11r O► ►f►1&(/ My or comcfetf. will b♦ lnstlll*d small lit' Dftkltllfd with $&ne C1t1^-Up an•11 be mads •a NCA portion Of wort progresstt Refuse and %kill be r%ld *ply IS • record tet #&diet reirltthg from the re►airint or replacing of such defects 3 Unleli ot^trrtso noted On too Drawings, the Ito volt (a layer Sim ISi inch#$ below the Dip# amd three I)] inches #ac#$$ dirt Shall lit removed from the sett., all walks and Paving shalt "J 1 t t,1 11 a110 {erre it tort Progress fAtttt •M It "o additlon&1 COft LO the C(ty Me {hall wk♦ svcA re►&+til 0► electrical lover to the automatic, controller locaticrt small above tot plot) and convicted in layers t0 95% (Wic ttpn, b♦ allocate of wished down, and any @allege Sustained on the work Of Mao d A f fag ► W 1 tm A it h finelectrical n 11 t 1 t 1 C r 1h -U $ t,1 b Ir ApOt • "9 rePilttenintt rltAto • rflfona► t time. as If t• N 1 7• be iYfntt t3 b Others$ f &1 Q y$tn wmu•I Or mtchanlu- simple !!watts Trent mt$ /Ot OtMft shall bf reDalrt# t0 It$ Ort 1nAl cOn01t1on ►hall be the bull for ma&syrement •n0 H•Cant for work I r receipt f written notice t" the event of Our failure to ti $ ns �illt of the Cont►lctoe 9 9 9 (or teltd These drawings $Rall be available at all timet & to eta o Odf { • tt Po y p+piny shalt bf comp a tt0 t0 reu•1 one Coe+p&ctton p1 the lP 9 L A r airs Or replacements w1(ht" • rNfmalbtl time •iter , for oblervatiop end shell N le►t 1m • loc&t1w dffirm&t N by ►•sftelptcof written notice from the City, at Authorize the City to l Electric Control valves fainting adjsc Mt undisturbed toll And $hall be left in • ) 09 ilapl UeSCRYAiION N,pR t,0 ACCEPTANCE the City of Rancho Coca"& Should the record b1Yf tint ro(reg t0 Rar1 sal# repairs Or rf a(tasAtt made It OUT 1t, tnsf fire unyielding condition All (renchft tAall be left flus" 1 for r VI i y p i p rash the se 01ntn ratle The Contr•Ctor shall Set to tact A Tnf CDnt/iiia/ Shill 00*retf each fytttm in its ontlrfty for tee it • rj 9 9 P h f 0 / e 0 progress t b Ott be available• ►f(Arf drawing I p9 Ni t f root _ 111 A ftf &M (Aar t1 thcrlfpf• r demand 1. Allelectric tOmtr01 vA1VRt Shall 0• the Sao flus and type11 hot be up-t0-date at the time Of &"y observation, (rfffr to &hd rf • ►&y t f (0 9 y cap and pressure test all piping Under Paring prior t0 the City p1 R•nCnO CYCArgRgi •t time int final OD$NrlltOn any �pvN D S;,,qPF- Section p Shorn on Orer1n t 4 tttm$ #armee n 1 h i / &vin cork of •cc*DUD • by t f City o Rancno Cuumon & shall (N F Srttton 3.10 - Inspection Scnedyte>, It will be assumed no Paving of etw0fkte to the CCMaletf a&tiSfActiOra of the Cit 1 Rancho `• 4 work M% been Committed and the Contractor will be assssfrd P01WICT t All #I*(lei( control valves shalt have a .must flow the cost of that $tit visit at the current billing rate .f 2 Gon#rlll piping under #alstin •alts is dome 0 Cu(Amon • 7 0 the City of A&ntM Cw(amon$• Ne *seer seserr&t+ons 061+ - adjustment 7 p P 9 9 y jading, 4 `�yQ n a boring Or RyOraullc Orirtng, Out weir# &ny Cutting pr (ij~ � � tale place prior to plydm"t of that bilossment LOCATION 3 provide and sAst&1l one control v&trf boa for each #lectrlc breaking Of sidevalks aria/or control# Is n#C#$$Ary, it Shall / Tno Contractor M&11 snow ertde^c• to the City of RAncho Cuceanongl t v . t at ane Clt Aat ffCelrtd ani acctfspritS. chart%. record UJ 1_ � Sit�t[0 control r&eve It eon/ and •spliced by the Contrast*? as • part of the r stn n y t f c permission r r 6 l g$. • d equ pwnt As required before Final Obs#suasion Can J. TAf Contractor shall malt peel and Itliblf NOUtton/ On the contractOSt t0 tut 0 Nftk sidlralkt and/or r btCYr � record drawing progress shoots daily a1 the work prOctedl• _ N COntnot Valve lases. concrete shall be obtained from the City of Rancho ,, AOIpNE SS SAawtmg tat corm if ectw+iy i M t/lied for •xtmyle, $Boole Cucamonga No Aydraullc driving •111 be penises# under re 1 1 01 y1 mt be tnite111f t" a laatlon that gaef notp (oncretl p&rig. I t0 OfSCRYATION S(7t(tX1lE • Y K N Pae IMMUNEOAT( OF KCE TANCI 1 Use 1 I/2' I 0 4 II Ito' round COntrttf valve DOr with n match the plan, the CO^trlttof must indicate that equipment ilprll t♦ std for all ate valves Exttnslon fifty! tris * d 1 , . 1 r A h y 9 3. Provide for • rinimlw cover of et hteen (16) inches between A Contractor snail be rrtponsibll for notifying the City of Rancho * r nn t t 1 ih t to match • I kis hied re10(•iN a g Ash t ma • f0 • valve $hail • IVC ScANule t0 - k minimum r art bin t0 t1 • • S • b a N the t00 Of tA• 1 1 Ono the bottom Of tAf • t,1 ltf Dasf IOr Cucamonga in NvanCt for the 1011Oring o0►1rvltion ••sten S, f oruglnal syroolt as Indicated is the Irritation theft tion legend The TART 2 - TS sett Ylivr boa aha' be $i•I,ae to Christy ,is bra v&ivf rerooCattd *griymeN( aha diwmstmaa will SMR be trsnalerrcl .i r r r i all pressure •^0 n0^-prtfsur* ►tping gfnlUlled under according to the stat tagluted: 9 '4 t0 the 0t1gtkil •Kori Irtri"g ►lam •t tAf Ndpdr tied t.01 MAtER1Ali bo♦ rash CA Sty 'f 140' 1St o &py o re tqua •tphAittt contest• pavibg. 1. ere-lob Cpmlerentf - ) d&ys � � Ologem' 4. before the deco of the final observation, the cant Actor 2 use le S.l' a 17 1/4 tORcrete rectangular boo Wita Fibrt'yte 0. Assamblies. •. • A Generai Use maty Raw materi•is of broads she types Noted ma 110 for all tloctr(: control valves. VAtvf Oor shall be 2. it r 1 1 1 _ sssu • scam► y in# lnstas 4tson and tssttn U Acuff 9 shall tranlfir •11 Uhrmatima from the 'rK Old drlrlmg• prartmp, specified htrofR, Or approved equals S:m1 U• to •CArlity ^fR Roo' rash CArltty "F140• '10 Or I. Routine I r t rIrrigation1 I out e o Sp Ink t lints as indicated on the prtmtl to a s:gi• •yler o► artier lglar ester al ►•!erred &prow•* &dull Dramin s is dna rawmattc. Install liftes (and various from the City of Reach CrcapotigA. All wort shall be to t ►VC ►measure stet" lied! ►t►f aha fittt"ts. yy 9 e • • ou$ I. Automatic controller {nstallation 41 nourf 11 A • 1 ► b tKi%"1ca1 t t •ns the rs) In svtn • manner at to ContOr• ritA the dttallf rt, t 1 SIM M tot • • 1 r y r x III, wt* P oo IM • i spy tf y y 3 1"sb *ace .Note c„ritrol wire to & separate • t oo ; ►N wed expressly for vie on Oyler material. Such Pas shall 1. prefauri mach lint piping for sites 2` and larger, shall be Each v.,re nymOir SM 11 a Ar•t breMed on wire 1)0. top seen to the Drawings. Control rare instal1atton - &1 noun be stellar to those manufactured by Raet dogra►h, Rwffoll 4 1VC flax$ IIS. 2• to') letters. br4aging unit available from Nydro:cape S. lateral IIRt e $prtnst&sl•tton - 41 nou n fib*► 4ftst1. Th* dtwMtons shall be mato to 11 is N Products, Inc , Photo Number (714) 639- 50 2. Inxtait no multiple asxeObtiss In plastic lire%. Provide anlnAler fl E V i S I O N S FOR CITY USE ONLY to be fatly rNflbte Otto ma the final controller chart (aN t Class 31S plot shall be "at from as NSF approved type 1. Nen asteabiy sten Its own outlet Section C). The original ■ ler ,record draft Otto shalt ►e Grade 1. PVC compayM conforming to ASTM ►este specification 6 Cortr&gt itis - N Aaur{ DATE DESCRIPTION APPROVED INITIAL DATE 9 y M� ► 1 Sprinkler Needs 3. install all assemblies specified her#tn tm accord&nct witn i fSlbrlttN tc tAt City Of RaneM Crea.oeq/ for aNroral prior 01)N. All ►tp1 wit mitt re4yiremln h •t tit fort" iN rtsOtctive Ottatl. In &Det^(e of • Ott&11 prising Or 7 final OOterr&tton - 7 days STREET M t itt4ma Of the [ontr0lTfl Chart. Federal S e(Ifitation PS-12-70. with &a appropriate standard f h i n0 to t comp 0 1. A11 sprinkler heads shall be o the taOe size. type, • SD♦C1/t cation pfrttintn to • s fteKn►io" (S O.A.) (Solvent-veld riot). hearer Me same rete of prKlpttitton r1tA tRe Ota•eter (or 9 Dtct/t( item requtree to WATER/SEWER S. Tied Contractor Mall fimentfon /mor too (2) pirwatot plhts radius) of tAror, preofupr rhe tionAartt th snore ef, toe Complete the work, ptrfprm such cork 1n •(tordInce with bell 1 ►Nen oonervltions Mve been conducted by other than the City of eo ►rferfltor byildt Corners, t(2) permanent Or rats standard practice with prior approval of the City of Rancho Rancho Cucamonga, ►hag twidence to writing of when and by whom GRD dl DRAIN M 3, pressure main line piping for site$ 1-1/2• aha smaller Shall drawings and/or as specify N in these sea provisions. iniac observations mfr• ma#i. totti,SK t4onl, etc., the location of theCuc•oon &fellOrthg items: be PVC Schedule 40 with solvent welded joints. g TRAFFIC t. Spray kends shall haus • fcrw lejustment. 4. PVC pipe And fittings shall b♦ thoroughly cleaned of dirt, C No sit* observlrions rill coamwencf Wttnou •As-Pulls' [score S. Comhfctloh to existing ester N oft. 4. Schedule 40 plot shall be made from MSF approved Type I, 9 9 y #ratings IN the event the Contractor (silt for a site visit FINAL CHECK Grade I IVC c of cooformih to ASTM rosin specification Oust •n0 maig me before install;tion lnstaby the n ane $ P 7. Rifer salts M&11 be fabricated to accordrnu rite tRe solvent r#tarn methods ►nate be as recommended D th1 pipe without 'As-Iut1t' record drawings, without ccWap:tttng previously R/W b. CoriaK tion te'fai%ting electrical power. 01715. All ►1►f Iu$t wit requirements as fit forth to details shown on the drawings. ane fists^ manyfatturft. y p D nOtfe (OrttttlODS. Or without preparing the system for said visit, . Federal Specification ►1,-21-70. 9 he %nasi be rt,$ sibs ► r t r to n t AS CONST. t. Wte rair*f. p0^ e O • eau t t f C t Of Ri^cn0 t. Riser hippies for all sprtlMler heads shall be the sine site Cucamonga at his current balite rates e9 Hour /t&f t r 1 Ir n -r 1 H 1N tl A 1 1- i► S. On PVC to metal cOnnKtionl, the Contractor Mall work the 9 D qu o po U PVC ►o r t o f tt f aha be Sc N%I a t0 2 II-I t S. q � as tAf elver opening fm tAt sprtnkl*r body, metal torn*c tions ftrlt. TetIOn to • or a proved • vel (Plus trinspOrt&tton torts) for tncoRrvnttnce. No further site { p P q I 1 ► r r ith i "t a mar. r nl tt (/ w $. Rorty o/ f► i • ► H%Y t apprOWN cmaformtng to ASTM telt procedure DQ466. ►Mit be Ysfe on act tnreadre ►VC to IVC, &n# on alt cliff+ wilt be scheduled yetis this cnugf Mt hese pA+e •n# THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 100' w'pig routiM)• S• All sprinkler Mads of the same type shall be of the tare threaded PVC to "tat joints light wrench pressure Is •11 rtcelrte. $. Solrrnt cement aha rimer for PVC tolvtot-maid et►t also manufacturer. halt is required. Neese tnr•aded ►VC connections at,/ t. Sp►tnkter control valves. listing% Mstl be of type aha installation wthodS ►rtSCrtbN !quiroes* MtcR the ripe may 0. t HJ M INITIAL DATE re#. uu tnrNdre eve &dapterl DESIGN GROUP INC. DRAWN f. Smelting Of control wirtag anf locations Of sit soil(• h the manufb(terer• Ihmtlffutloll Togs 61 solvent •tided. bases. 7. All PVC pipe must bear the following wrttagf: I. I.C. tall for electric control Waive% shall be wNyfatturN [NO OF SICTION PLANNING AND LANDSCAPE ARCHITECTURE CHECKED E line CiNrancf: Ail IiNtf M•11 hard • •t hi•um LiHt,ln(f Of Ola wrwa,..r ....-..-,-1.u.C�.,w,maw.r,r trod Polywrothahe behr Desapan. Use Christy's standard tag (6) inches from sack *seer &ne from lines Of Drat► trades g. Ortck eofltag salve%. •. wnrtictvrer'f maw but stmmpN with black letters on yellow background. Tags rarall#1 linea shall not be lnsttllf0 directly OrNAME DATEt• mai &note!•. LICENSE NUMBER FILE b. Nominal ►1►t site /hall be red to latch ►rOgrawltag shown on the b. Stleb-outs f0► future CDMK tigR. C. SCANyie Or tlaaf drawl f. Protide one to for NCA •1 Ktr1e COntr01 valve. ts6 9 F. AYtttw I on LICENSE f. PriftYr. satin++ P.S.I. CITY O RANCHO CIrJCAMONO t, Other •slated ogvipsa"t as flrfttN ►y the City of t. NSF (N•timast S(nnititloR /ow$d&tiasl) ayp/oWN 2. I.D. togs for quick coupling vaives iRall be manufactured Enststi as pts wnuflcturer'I 1Mtruction%. Rrspto control r•lree RsNcho.CrcAmonga. f. Gate Of tstrvstom from iolyurKhane itA► ptsapan. Use CA►ttty's mast tag, sn&:1 be conn K t10 to controller in nu•tr'(tl sequrnct ra sAoWn on I k letters ma red batkgraund. Lgt Shall r to tRr 0 at, qt 6. On or betp►f the dais of the ramal observation. the 1. Ail fittings shalt bear 4M maAuf&ctur*r'1 mere or trademark. P. hot-sta:aspt0 with blacread Marbles tMtaft Meter Do Not Drink. Tag shall be COMMUNITY�" DEVELORMENT. DEPARTMENT Cohtractor %kill deliver the corrotted aha completed sepias erterlaI doIltwtion. size, Appiicable I.P.S. scMdtllt ad printed to English a one tide and Spanish on the other. G. Nigh Voltage Miring for Automatic Controller: to the City of Ranch Clica"a. Delivery of the %oll will NSF %eat of approrsl, Provide one tag for each quick coupling valve. PROJECT NAME Nut relieve the Contractor of the responsibility of ELLEN A PARK furelibtOg ►!grand ihforratiom that may bi emitted from the C. ►YC Nom-Preisrrf lateral lYat N pirS: 3• 'S►ectal order togs from T. Christy Enterprises, 1211 Struck 1. 1?O volt power connection to the automatic controller shalt be •*vide! D the Cont/&ctor. p W CA 92667. Phone (714) 771-4142. y p►irct Avenue. a.M•. VICTORIA VINEYARDS SOUTH 1. Nb1n-htfsYrt burled lateral liNf eteto9 shall be ►SIC SCh*ftle - C. CertroYlN Ct►euts: g0 w1tA lolvtot-+Ieid yotht% shed installed Ib plantlag arNl. Vanffi•1 Resistant Cohtrolla Em( *arse 2. A11 •lectrtut cork xhall conform to teat cods%, ordtnancrt, SHEET TITLE • anf union 4utA0rl H N Aavinq juriaftttlon. SPECIFICATIONS • 1. As-britt drawtngs shall be a►►rovN by the City 01 2. Moo-prossure lateral list Piet RRtg iMtSi1N t•vd*r par" arias 1. Cantrotta emclolure shall be of Site and type Mown on the N. R t r 1 Y Ir Clic before coatrolier charts art rvd. shal,1 be PVC Sthedulf 10 with folrtot wtdtl joshes. i r Irrigation it het. Cao t Cont o a is N*Pa err g•ttom $ art f and 1rr tat oh drta s t M t. Mywtdt IWO Controller chart for Nch comttoltp Tied. 3. Pipe shall be safe from NSF approved, Tyryq 1, Grade EI PVC 2. A backboard shad be secured to the controller NCiosure 1• IR/tall •hest tA@wn on the Drawings. When group togsitter, c nd Conforming to ASTM res1A SAKI icatios 01744. All 1%eflstNNgg to provide a bat# for mountieg the automatic allow at 1Nat suets* (12) Leena between calves. Install 1. Tutt chart shall skor the area cold"llef by the tit: etre most mett requirements tet forth im f"teal sprtskter controller aha ttrmtnal strip. eacA ►*mot• control talc• tR • if►&r&te r&eve toe. controller and shalt be the maximum On which the Catrblltr S►tclficbtiom PS-22-70 with a appropriate standard fiwmloa "'� / /�i° /Irl J3 r ratio. 3. A 117 1 lex box shall be rovided with and On/Off I. FlrshlNt e1 System: DIRECTOR D GIN ER four w/11 allot. rot $WP P DATE COMM TTY DEVEL M T ATE CITY EN E switch, sad 117 volt receptacle. Metal conduit shall run I. After s11 hew $prtnkitr 1 Ilhef (mad •lass% ore ted etsce f. Time tkb►t 11 to be a rOfucod drawing of the actual lmstsfled �• Eketet it No im s 1, t aNf 3. N teettom 2.010.. from the 117 volt 1rpply to the ematrolltr houeing. All p pa APPROVED tytteo. er, ilk tint event the CGNtrollor t e if tl.l ►tqut►emeatt for m01�PtN{Yrs irbrst Ithe pied bled power within the housing shall be properly phased. comSoto cmae*ctrf, all heceet&ry on of ma pork had beer , mot i"iNg tallest the drawlM is rirduced. It shall be fittings shall be the tame at for solvent-wad pressure mala completed. end prior to thlUllatlon of sprinkler Meds. the SHEET SP-2 OF lin f ft 1 t is 1 t 1 A control valves Mall be opened bag fell head of utter •sed to DATE B tLDi OFFICIAL r4_`_ 1e.0r�11emlanlbd b a tete that wilt N bee when Ir01fIKM. • P pe aha tt egt st sec 0►tA fret a 2 0 0 0< sheat 4. A hl'>dtnal scrip shall be provUN, ctrar y indlciNnq t t tlusA ore the $ %ted. � (`'"�f'LSpecifications. ptoptr points of connecn of alll appropriate wirtnt y(stati(Mnsitus%, Califf ran. t etnr► tofsro . APPROVEDDRAWING NO. DATE TY PLANNER BOJ C�' �� NOs�2_50rr � _