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Home My WebLink About1563 Etiwanda Creek Park ✓ 0 I SIM& "Woo "Iwo wzpw in ML Ir ex x 1E kmml 17 1 IkIR OWN NOTE: CITY OF RANCHO CUCAMONGATHE ESTIMATEDAN QU TITIES AND ITEMIZED DESCRIPTIONS LISTED IN THE SCHEDULE OF UNIT COSTS ARE SUPPLIED TO 10500 CIVIC CENTER DRIVE GIVE AN INDICATION OF THE GENERAL SIZE OF THE WORK. UNIT PRICES ARE INTENDED TO BE THE BASIS FOR ADDITIONS, DELETIONS OR SUBSTITUTIONS P . O . BOX 807 TO THE WORK, IF REQUIRED. THE ACCUARACY OF THE ESTIMATED QUANTITIES �J I ' IS NOT GUARANTEED. THE BIDDER SHALL MAKE HIS OWN ESTIMATE FROM RANCHO CUCAMONGA A THE INFORMATION INCLUDED IN THIS CONTRACT AND FROM FIELD C MONGA CALIFORNIA 91I 30 INSPECTIONS. THE WORK TO BE PERFORMED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ITEMS DESCRIBED. THE BASE BID SHALL INCLUDE THE FURNISHING OF LABOR, SERVICES, TOOLS, EQUIPMENT, MATERIALS, APPURTENANCES, AND INCIDENTALS NECESSARY TO INSTALL OR COMPLETE ALL WORK CONTEMPLATED PER THE PLANS AND SPECIFICATIONS. VICINITY MAP GENERAL NOTES SHEET INDEX X COVER SHEET 1 . AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. C-1 TITLE SHEET & DETAILS . A-1 MEN'S RESTROOM BLDG. (Foundation, Base Channel, Roof Framing & Deck Plan) 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT C-2 GRADING PLAN A-2 MEN'S RESTROOM BLDG. (Floor Plan & Elevations) DOCUMENTS/SPECIFICATIONS, CITY OF RANCHO CUCAMONGA STANDARDS, AND THE C-3 EROSION CONTROL PLAN A-3 MEN'S RESTROOM BLDG. DETAILS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 EDITION. A-4 WOMEN'S RESTROOM BLDG. (Foundation, Base Channel, Roof Framing & Deck Plan) CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE Y A-5 WOMEN'S RESTROOM BLDG. Floor Plan & Elevations PROJECT SITE I � TO THESE STANDARDS AND SPECIFICATIONS. ( ) m 3. 8' WIDE X 6" DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL L-1 LANDSCAPE CONSTRUCTION PLAN A-6 WOMEN'S RESTROOM BLDG. DETAILS SHRUB/GROUNDCOVER AREAS AND TURF AREAS. MOWSTRIPS SHALL ALSO BE PROVIDED L-2 LANDSCAPE CONSTRUCTION DETAILS A-7 STORAGE BUILDING(Foundation & Base Channel Plan) BENEATH ALL PERIMETER PROPERTY LINE FENCING AS INDICATED ON DRAWINGS. SEE L-3 LANDSCAPE CONSTRUCTION DETAILS A-8 STORAGE BUILDING (Roof Framing & Deck Plan) 24TH STREET SUMMIT AVE SUMMIT AVE PLANS FOR MOWSTRIP DIMENSIONS. L-4 LANDSCAPE CONSTRUCTION DETAILS A-9 STORAGE BUILDING (Floor Plan & Elevations) r------------- ------------t-- ----------�` ---- 4. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. L-5 IRRIGATION PLAN A-10 STORAGE BUILDING DETAILS 5. GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: L-6 IRRIGATION MATERIALS LEGEND r� + SIDEWALK MAXIMUM 8.3% 23RD STRE L-7 IRRIGATION DETAILS BUTLER Ro : `: ?::::+ •MAXIMUM SLOPES IN TURF AREAS 5:1 L-8 IRRIGATION DETAILS S-1 STRUCTURAL DETAILS ::..x 15 + MAXIMUM SLOPES iN GROUNDCOVER BETWEEN SIDEWALK AND CURB 2% + MAXIMUM SLOPES IN GROUNDCOVER BEHIND SIDEWALK 3:1 AND 2:1 SLOPES IN L-9 IRRIGATION DETAILS ... SUMMIT AVE ---------------------+---- - - APPROVED AREAS. L-10 PLANTING PLAN 6. CONTRACTOR SHALL INSTALL JUTE NETTING ON ALL SLOPE AREAS THAT EXCEED A 4:1 L-11 PLANTING DETAILS 8�`Oyu+oRCASSIA ST W GRADIENT. CONTRACTOR SHALL REVIEW FINAL GRADES WITH CITY INSPECTOR AND 0` 4 y�P� z INSTALL JUTE NETTING AS DIRECTED. �� 7. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF A MINIMUM OF 60 E-1 ELECTRICAL SITE PLAN HIGHLAND AVE F DAYS FOR ALL LANDSCAPED AREAS IS REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE E-2 ELECTRICAL SCHEDULE & DETAILS 30 WORK BY THE CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, V. > LP sr PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND E-3 ELECTRICAL DETAILS Q CATA �oQ� I APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING, AND ADJUSTING o I NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER �� <I wal�uT ST COVERAGE. COMMENCEMENT DATE FOR THE MAINTENANCE PERIOD SHALL BE VICTORIA ST APPROVED IN WRITING BY THE CITY INSPECTOR AND THE COMMUNITY AND PARK CONSULTANTS DEVELOPMENT DIVISION. MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND ESTABLISHMENT. LANDSCAPE ARCHITECT: IRRIGATION CONSULTANT: RJM DESIGN GROUP, INC. LANCE SWEENEY CONSULTING 27285 LAS RAMBLAS, SUITE 250 28441 RANCHO CALIFORNIA ROAD, SUITE K MISSION VIEJO, CA 92691 TEMECULA, CA 92590 (714) 582-7516 (909) 695-2367 CONTACT: MR. ROBERT J. MUETING CONTACT: MR. LANCE SWEENEY LOCATION MAP QUANTITIES MR. CRAIG SENSENBACH I CIVIL ENGINEER: ELECTRICAL ENGINEER: TOTAL TREES: DERBISH, GUERRA & ASSOC., INC. RWR PASCOE SPECIES SIZE QTY. CERCIS OCCIDENTALIS 24" BOX 33 8331 UTICA AVENUE, SUITE 150 ONE VENTURE, SUITE 220 EUCALYPTUS CAMALDULENSIS 15 GAL. 47 RANCHO CUCAMONGA, CA 91730 IRVINE, CA 92718 PLATANUS RACEMOSA 24" BOX/15 GAL. 51/51 (909) 987-4306 (714) 753-4777 QUERCUS AGRIFOLIA 48„ BOX 1 CONTACT: MR. DAN GUERRA CONTACT: MR. LARRY TERREL 24th STREET SHEET L- 1 JUGLANS HINDSN 24 BOX 47 " J _ TOTAL TREES PER SIZE: - 15 GAL. 95 STRUCTURAL ENGINEER: 24" BOX 132 48 BOX 1 ESI/FME TOTAL SHRUBS PER SIZE: 1921 E. CARNEGIE AVENUE UNIT 3-J I 5 GAL. 459 SANTA ANA, CA. 92705 TOTAL TURF AREA = 335,159 S.F. 261-1811 TOTAL GROUND COVER AREA = 51,052 S.F. CONTACT: MR. FARHAD MANSHADI TOTAL MULCH AREA = 19,987 S.F. SUMMIT AVENUE TOTAL SQUARE FEET OF PARK = 533,800 S.F. (12.3 AC.) REFER TO PLANTING PLANS TO VERIFY QUANTITIES - CITY OF RANCHO CUCAMONGA APPROVED BYRECOMMENDED BY: CITY ENGINEER: r� � + R. E. 24953 DAT " E SUBSECTION SHEET A. - --NO-R-'�HRAS-T--- PARK X OF 1 PROJECT SHEET BY / DATE BY / DATE \JER SHEET 1 OF 29 DESCRIPTION O _ 0 UE F REVISION S O T E I I N DESIGN CITY DRAWING NO ENGINEER APPROVED GRADING PLAN GENERAL NOTES fWill Va p I. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, CHAPTER 70 1 J� OF THE BUILDING CODE, LATEST EDITION, and STANDARDS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1994 EDITION. JL r 2. PRIOR TO START OF GRADING, ALL EXISTING VEGETATION AND `'' — —— l FUTURE 23rd•• STREET �3z DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, Z FOUNDATIONS, RUBBLE, NOTED TREES AND ROOT SYSTEMS SHALL BE REMOVED JAI FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 3. AFTER STRIPING THE EXISTING DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER. %Z* RADI ]Pt' AN ::i 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS W ENGINEER, AND ANY ADDITIONAL OVER-EXCAVATION SHALL THEN BE s � `� z MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS / { ° t ®� '� Q AND AS CONTAINED IN THE SOILS REPORT. l I 5. THE EXPOSED SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF I 15.0 t $SMI 6-INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED -i a r : 9=`- 12== _L 9"- It, TO AT LEAST 90% OF THE MAXIMUM DENSITY, AS DETERMINED BY 1 EX�S !,f/ T,CEEIs) TD U.B.C. STANDARD 70-1 OR EQUIVALENT, A DENSE AND UNYIELDING E aeE� z)IIEv CONDITION. N B .00l n (S'6E 6. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE Sw-2Ej C2) � � � SOILS ENGINEER. 1 1p 7. IF ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING a _ 121 31•D G CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE �' �` -' �I y ° ° V� ATTENTION OF THE SOILS ENGINEER AND CML ENGINEER PRIOR TO j�� , -"`"` o J 1 �#S SAS (2) gAFr, A PROCEEDING. 1 1 i ► � � 8. DUSK' SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING 1 1 3 --- �I' AND BUILDING CONSTRUCTION OPERATIONS. \ 15 �' 91 Condit Flu To SU40TN 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO � PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ?� r' +� <v �� PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS hl W V °0 VI q 61,TN1Gy .l'C,P.gI/EL SILT OR DEBRIS ONTO PUBLIC OR ADJACENT 3 m J?� 1 I Fj)4I5+ 'sro� •[o is ": Gn 4'• 4 NOT 1'0 CAUSE ANY MUD, t-i o � ) I��S pAelct�l� .4SzEA. FI>J►5d5a►r�ACE ;.p.:.. ' . HIGHLAND AVENUE II ---- �- PEK MAIJUf. SPEC. ;•,;:in' PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE � � � t t � w 2� �:':`"�' �= '�✓t1 % � ti( � '' REMOVED IMMEDIATF_LY. U Yl 1�11 10. PRIOR TO START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR r� SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL 1 W 11� I` I� u J v ++ ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE S BRG IQ" Lo WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER 3 _ ; I ¢ — W W 3 Imo'' C� 11. CNOMGRA NGCTION fSHALL COMMENCE E WITHOUTBEEN OBTAINNGOBTAINED. GRADING PERMIT �5% (�q I� tl N-200' 1 w a WHEEL STOP DETAIL (5) AND NOTIFYING GRADING INSPECTOR (24) HOURS PRIOR TO THE KI a c CAGE•1 START OF WORK. %�� `x 5 5 EF C. .•r 10 Q 12. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO SUPERVISE ,�� _ �.- ` SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL `� _ v Uo- Sca�4 INCLUDING, BUT NOT LIMITED TO, SEWERS, WATER LINES, STORM DRAIN, �} Q 1 1 "INV -1111 11 - q �—� EXIST. gIzAPS) I�I.00. ELECPONSIBTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. ,off } 13. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF F1i¢�115�1 $ 11J5TALL /AP►'LY H.G. STALL 14. THE ERUBUILDING CODE'. h�1 SIG,NA4>= 4 MA1iV-444s FErz TiaE CITY -UNIFORM —�'- i 0COIJSTetJCT �U CUBIts w' 10"e-,OT-ref- P�(t CIcV of eA11GN0 CATS OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE ICIf � > OF I' I.1CWo CucAM604A VCVELoPMENT IUG•rev Io4 A2-G. 1030 tf It � A J14). w✓.LS. '1 CUCAMOtJG,A 5TR D BUILDING AND SAFELY DIVISION PRIOR TO FINAL BUILDING r�-•- •�- ll 11 -' � .�11�t:�)t till t�1111 caa� s5cttolJ 17.12.030 (PAL-TE , INSPECTION. 7GC, i I O N A A 6' (T( 1GA•L Go STALLS) �••.: COA15TeIJGT gil 15. AN "AS-BUILT' GRADING PLAN AND CERTIFICATION OF COMPLIANCE 2.oO9v MAX. CL?055 FALL ,r,.!<' !; 2 pr 1?ve- , 3•RF?• 35 's. PIPS. 985 ��• WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING SG4Lt= A9 '� AND SAF''ETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND KV f COWL T 1966 LL ISC6645 Pro$VLI 3 IZIZ PRIOR. TO FINAL GRADING INSPECTION. � o ¢' � if �� ;'•'• � � r"� t •, "1 I�.l b J A ov ry T ' 12"x 1L" CAtc�-1 ^m IaAs L I APPA ED 944 ALGEWT. (WITP CAST 11?Oa1 TIZAF -IC T?ATEOGiF'LIT1E 15 EA. 16. ALL SLOPES EXCEEDING 5' N VERTICAL HEIGHT AND EXCEEDING 5:1 E o I ," j I �• SSE wG/AEc sruP�r I pi%VI VE � T�IICK fl ez E5OTTOM -To F F-E CAST 0 AS L,.1S TYP: SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND — ✓ a G11 Tu►c!✓ Y/o"'C,er��EG CoN►JEGt Pa'oPas>ED 3•D• plPr✓ To SXIsttN4 Iv' D11cN c,ia7TEe. S Ex, PROVIDED WITH APPROVED WATERING SYSTEM. vArtvs 51 � � � � � I � � (SEE ECT fpc S 9D . ]rive 17. NO ELEVATION WILL BE CHANGED DURING GRADING FOR BALANCE OF - I 1 ,. 1 r v SECTWAI /� /� $ Co►�sTeucT PoGIG cel BLE d,•ifi+�f/6rE,P FAB,e�C P,Por�crio v ANY OTHER REASON WITHOUT WRITTEN APPROVAL OF THE BUILDING a L•01 7DDD OFFICIAL AND CML ENGINEER OF RECORD. 3 R ( -,vo y�4E• EET L-2 V 1 , M 7.F 20. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS cn � I' ti • , , , � � P CD.f/ST.PUCT/+�UI�D�Y10,G•�/LE COiv'C.PE7E"/0,91/.(,t/Q /'E,P AND INSPECTION ISSUED BY THE ENGINEERING DIVISION. l • �L�J ��' OET/I/G %/',$i/EEX' L -2 bZ0 ti 22. THE UNDERSIGNED CML ENGINEER WILL BE RESPONSIBLE FOR � 9 °� �� Qt9 aC _ PIZUPO�ED Ft6tp I v nP aty _ ` �p ��/ i 1 CO,t/8�Y2G/CT,aEOE✓�l.P//fit/ COit/C.PETE .�„�s�G'/.UG' PROF�SIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF � 1Qy' � `' r "� �'' � ��.yti • �• .� 5 ap �-35.DD OET / 'gc 550 S.F. 1 THE UNIFORM BUILDING CODr. Ip I� 9 ` �� - �` 23. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL S t'-E1✓►ovBx1sTnN �.33 W 0 tia: fl0 yT -- Gi TeicCs>• (SEPCeraT� Pr.ennlT eEgell�>;s�) _ +• FAMILIARIZE HIMSELF WITH THE SITE AND SHA14. BE SOLELY 'a� OD U `� ACIUTIES RESULTING X15TI TL' 8 s ti LIG LAB oA1L•( RESPONSIBLE FOR ANY DAMAGE TO EXISTING (� I � � ti >✓ P} 9 CoJJSre r G�Cu 1 t a. 2 >` > >✓ > 4P 4 Pee �aAlctJa c•ucAil�oCra sr4 Duro. DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHEIHIJZ OR NOT - ` j I To ig PLoTECTEp +� 11�'" i ' lIJ PLACir, WI?N CNAIIJ 6l1JtL FtL►JUN SUCH FACILITIES ARE SHOWN ON THESE PIANS, y ►� 9t 4 1 �' 24. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY FII.I l° r'AEe)G- NAIKAFI 146I,1C oe = 71u11' -� IQ ( t=><?>~No�n lo.ol BeYo>lo 9, Q to tk6TALb OECOMFO*F-9 0)41tL 19,vTf! PEe- DETAtL tb' sNErzT L-e s ur y LATERALS. MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO figdIVALIFUT, 4VAILABLI; FROM: _ /3 � Delw LIuE DUtZ�T1G, cotilg[�Id�T toN ,� ? 1 � PAVING WDITE CAP, 17 6- Y T•1 -'Li; 'Ih� �. � � 23 S riC l-I E S ( i � 19 ,9S5 s.f- _ SANTA >INA C4. gG7o5 (SOb) 422.4557 %1t1i � �� -, �`�• 9i (r Ib 5 25. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH 1 C00cre'vE 14SADar12 �, v BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES UIJQIZADEb 1ug51-IED PLA5TEE 5ANp J610 ExtsTIO4 ceAvS(e t2AYLIgWT ti - SHALL BE PERFORMED. A WRITTEN REPORT WITH THESE COMPACTION 5 C T I U IBJ V �► __ TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL S Sa>;ET C-Z /iy�v C�• O' 12 C01/STL'tlGt /0476. /!E/.Z,alf,04 e .�E•PDET///C ,Sh'EE"T C-/ �_Fp. PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ►lD eeAt.k Q 26. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH s%17� \� 13 CO0;rr-UGT $.g � IEE-eFa FATED CONSIST OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY , trEKr:oeAT10Ms oO 8o-TTaM IF PIPE-) 3,p REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF Iu • � SCgGE /'�_ /o`± � •, - . • e\ ;• /, /4 /N,f TAGL . .SCf/EOC/LE 80 GI/.4rE.P G/N� /48D LF. __- ___ A QUALITY BETTER THAN THE NATIVE MATERIAL. ?I�ot'bs>;D rtiEL /" I'tzo�I;.6•T � �.� '�' 28. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR Za.S F THE CONVENIENCE OF THE OWNER. THE CONTRACTOR SHALL MAKE �` CO�Lt/,S'TiPUC1"/O/rI/ /l/Ol�S/-�.�/.D Qa0yorll��"s \ s 6� /S /�f/StALL O.P1A1,e/,vG HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE h v I�Cotir qP�>,'' DEr,4/L h, S//EET Z-e i�.QO Q 1 �ti SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS t+ { �i, �; 3 /g /,1/9/wee z/ // /?C,C. ee,-,o l 0.,V gpE lt//r///2"h/�OE /G`� (Z /L' /if/vr'T/7LL COrf/C. I�f/H�=�G StvP F'Ek' /JET.4✓G Sf!'T C/ 7�.4. WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF D001 1: u 1� , cy /1'Y/�''OEE/�/�E.P/�r�EJ'E.P ly4CC FDO//•f/�S /�r///CCO,PO//,c/CG-G $ 9- SpA Z�n�la i a�: QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER .SETFOle1w/it/.PEjE.PEi!/G'EO i3POlEGT 1, +' g�P ti T- CovST.PUcrle"cU,C�l3 o,C/CF/,oEp ,P,gf/Cy0 F 3�5`LF. ITEMS OF WORK. GEo>�C,is' C,4L 9 29. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM Ujs I I /9 r G X /'HCl' lew,, 1 2� .t0 ' •�Q -/�S .qC Z7 SC/�l3 ova,P,v�sy�ry'/z wic� \� G U NOTE REGARDING TREE REMOVAL RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION 'y�� I' �•, \; _ F I dY/2"vEE.�/SEP//`IElE.P Ori4CG FOOT/,t/CS' /�t//I�Cb.P0.4//CE �fhti1 TREES NOTED TO BE REMOVED BY THE CONTRACTOR SHALL BE MARKED FOR REMOVAL BY THE ENGINEER. 2 �( 61, DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED 1 „ I Lf//t//,P�cQU/.PE�E,(/TS SETFD�r�! /.v,PEF�.t��X/c'Ep oeUlECl ti! ��'� �� T I PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 111E BUILDING h 7,� , TREES WHICH ARE TO REMAIN SHALL BE FULLY EN- X OFFICIAL FOR APPROVAL /a,P><,v, Psy'r o G'EOrECh'�!//C.9L ,PE.oO� SE'C!/at/S 301�4�(/O 3,08 W (L��,1� CLOSED WITH A MINIMUM 5.00' HIGH CHAIN LINK - — SD 30. WORK SITE SHALL BE IN A NEAT, CLEAN AND HAZARD FREE, ORDERLY L 'Ot'oSE� kap �� C. ,G /,giG , uF-1 1 h ��h �' FENCE LOCATED A MINIMUM OF 10.00' OUTSIDE OF STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON 5 Q' �I Q� Gti�k� THE DRIP LINE AND SHALL REMAIN AT ALL TIMES REQUEST OF THE INSPECTOR. �1'- I �' DURING CONSTRUCTION. �� I �� `� FS2 SEPER TE TREE REMOVAL PERMIT REQUIRED) 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS ' ,U 1t j- A 1 ��_I /G��gVEL r , INCLUDING, BUT NOT LIMITED T0, ENCROACHMENT PERMITS, DUST CONTROL X11,1 ?;II 2' r- SEG'ftl�T.l Q .� PL-A�1 C ' PERMITS, STORM DRAIN CONNECTION PERMITS, ETC. PRIOR TO BEGINNING `°*' • 1 —' y1� 0 �'��'j/o�(/ X_X WORK ON THE PROJECT. - 1 EAD A �� I G,>rAVEL Bast: fEr= » 1-1 IR! !,(, �1;�'AIL ��I��'C1�•;y w. , . � �_ �: 3' � A��1 rT1:,cT'g PI,A�1S, , �Z cN.Ts.> � �/,� � . •. .;, ��-_. /( 5 � � �•• � .- � (PRot6cT Exls� wau, tN pl,Aca) D6TA11 !=,sl�Et;t(.-:2. �G ANIEL E. GUER . 29224 DAIS �1 I' 1'�TEcf t:XlST 'y' DiTGN CNAIJ1lEt IFl PiAcE J � 1 '_�` 2 ' SAW-GUT e9QUMEP �eTlot� Ofr - q' F /• E1tKTt►.1c1 P.C.C. 'V' DISGI•a � IZEPLA�ti •-� '► -I . D► :� '::� � - 3 �tl Nos ✓(II .Il_II� I IN KINt2 1 I1]n .�— Z ✓ . ��,,� •.� �ala � $: _ 4- 30 oK 45 - (sv PLAN) �E oil,p(E GUT Pf'oPOSED 3.R PIPE A5 ^ •'I To NoT 5'0500 PAST ViQ 151 SuQFAC,E of 'V' flume NOTICE TO CONTRACTOR 51'OQM D�AIIJ 'V' D11CN M1096110 " III11, 1 � : �.. C-4 IC 8-OVIAI AU 4A) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN Eg1eTNW0�K QLIdIJT17lE5 FQIL THE 7PKoJECT ASE q$ FOl.L011t1S s� �^ �,' & , �'�;, CouStcucT �i1TNICIG P.C.C. BOTTOM (No scq�g) ARE OBTAINED BY A SEARCH OF AVAILABIE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO � `4 CA 7 CLI BLAS/,(J 4925T1711_ �iCf Pgll?,C�/�(1 LD 7 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW Cigo>cS CUT- !2,750 C.Y. Giwd,55 FILL- Vod c.Y. sr' .'� `�� 'll- ��' "•t;T LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE NAT GyT r 0, 30o c.Y NET FILL = 8,Soo c°Y. M J LEG 1 OCOIJCN M 41r K CIW of CAWC40 CdeA M0 04A O.M. 1�0. )fl- PRECAUTIONARY ` MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. 610655 gUAWTITIES Do woT IWCLUDE EAST AVEQUE STZEET m4wr of WAY CNIt. 'Iq" 5.u[.e. 6F TAE Morro CoNLt?ET-E Df w, 3ot £ASr Of ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS VOLUMES , OIC 5uIFEXCAVATIoi.J. nJeT QI,1AQTIT1E5 AVE- BASI:v OM AIJ A►JTIGIPATED TAE C1 ►Q1fI 1,WF- OF EAST AVF_WtJE. AT 6229 EAST AVENUE 0.15 ��' `,'.•�°"�°' t� SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND S�etNKArg/ OVJrIZ5IG8 MAIXMIAL I+E�ioVAL , OF: e0blo AiJP AW AWT1C112ATF-D MILE-0) 56dTA OF SUMMIT AVEWIIP• � � �°I� •,�. ��flll THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE I "" „•,I "OCCUPATIONAL SAFETY AND HEALTH REGULATIOM OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE SWAV117241CS, OF aeo . QtJAQT)T11sS De OGT ACC6(JQT Folz CLEA12 ¢49iN13 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". Lossl:Sf !S"jC)IJKAC�1r vuE To SUSF-iCAVAII&p ,J VJ1WP LOSSES TVEWC11 SPOILS ETG. DEI�BISH, CITY OFRANCHOCllCANI®FICA THE GotiITRAG'To>; °SHALL PRMPAP-S 1-IIS oa•.u►..1� 5sTIr-1A-r9 of GIuAij-rrrIES ons ELIEWATla�l= 14'1 ,•Oe& 0 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCON- Ta+E PR �EGT AND SHALL SASE NiS 1310 013 A Go1•'IfOL.ETE JaB, Iti1GLUDi►�.iCq GU.IJRRA & TRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. IMPofZT 1 r,xpoRT IF iz5Quijzrp. ASSOCIATES APPROVED B DATE RECOMMENDED BY: DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS " CITY ENGINEER R.C.E. Na. "CONSTRUCTION SAFETY ORDERS". C605TICUCT160 TEMPOCAf-Y 09060 MASK 1is81 UTICA AVENUJr SUITS 150 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 50/1 _A 1/UEEiZLA14 Aloe-9T/l /O,V P�Ei`:9��0 BYI `-- 6ET >•TILTI (JAIL WA_,I4EIe 1' 510 NoeTI4 FWV of RANCHO CUQt CA. 91730 SUBSECTION SHEET EAST TG. OF EAST AVE. AISoEfIJ� 11 5/o TU£ _ _ (909) 987-4306 0 NORTHEAST PARK y SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFELY OF ALL - ,eA/1.r9. �,�oUP �'-" 1 OF PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 1.6651 6015-0icicr L?M.q ..,a6 Alo. 95-115-ai Wr-T)4EetY PFOPEFTY LIIJE FF-617. aF s7LMMI7 1NTEQMfytATfi TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ,eRAICIVO CUe VA44 X,A, CA. 9/730 etTaBEle' 2,1995. �Io�_ �21•,,� � `� � PROJECT SHEET OWNER AND THE ENGINEER HARMLESS FROM ANY (909)989-17s/ _.__ - — AND ALL LIABILITY, REAL. OR ALLEGED IN ' THE ABOVE EFEt;EMCEp EOTECA1JICAL IrEPoFf is SCO A P 1• CONNECTION - � G' AlstDE EDA P t=T .6F 1'415'51: LA�.K, )DA E OT WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARTS � L E GUERRA BY / DATE �Y / DATE GRADING PLAN Z aF Z ALL E COMM S ALL r t? PDeT KE EAJDATOD J Sal g£ FOLGOvU6> aJ A)J� CooreA-ror' PEI.FORMIUrj EI.EVAT1orJ 1529.G 15 R.C.E. N(? 2 224 EXP. 3/31/99 Q DESCRIPTION OF REVISION DRAWING No.,, LNG FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. K1olza: o>J TNis Pt`oJEcT. 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CONSTRUCT CONCRETE PAVING WITH MEDIUM BROOM FINISH PER . . 1111 ................................. 1 r i - .............. , . / • TA / DETAIL SHEET L 3. t f I \ ; f ., 1111 1111............. 1� ', 1, A' _ f l f i� ,..r•' ,. ,... 1111 1111 ; f`' ,, 1111. 1111 -'' 1111.n 1 , _ I :1111 r ,- i r / // I / 1....._..1..,.. 2. MOWSTRIP PER DETAIL SHEET L-2. t , i ,/ \. .. I,, f .. ,. ,, 1111, , , ,, / ; / r , 1111.. r `` �� ` CONSTRUCT CONCRETE B ..f` f' / i DETAIL C SHE 3 CONSTRUCT EXPANSION 1 i , ,�,,,,�, ,./ i' /• ' / / ... 1111. SON JOINT PER ,' , . • . . •,,.......,1111, i ny 1111.. - ! ;! r 1111_ , •"•� � ET L 2 1111 -11 ,--- -___ !' , / / - '� 4. CONSTRUCT TOOLED SCORE JOINT PER DETAIL C, SHEET L-2. 5 / i , . • / ! ..111_1 + , F: !-- /' / 1111. 1111... ... --- - , __ - - _ - _ _ _ - - - - '/ 5. CONSTRUCT DECOMPOSED GRANITE PAVING PER DETAIL D, SHEET L-2. 1111. , - f -- - f f - - - - - - - - - - - 1111 f - - 11 _.. � 1111.. . 1 ... 1.... .............................. / t-- - /� _ 1111... -,.. -� ,- •'•�' ... �"� .. - - - - - - - .-�=-r °t---- �' CONCRETE CURBING PER CIVIL ENGINEER'S ./ h 1111.. , , 1111,., .....,..„ , ........_,,,_. 1111 -- � � a�, DRAWINGS. 1111 , . _ , 1111. �.... r 1111 , ,. . 6 , : ............. I'll �.1„ - 111.1... >/' , -/ wa t.,f , „z _ " . _... �� f f -' .,,,............._,1111.. ..1 ...........111 „ I / ... ........_.................. + / , /' ., w 1 \ 7. CONCRETE CURB AND GUTTER PER CIVIL ENGINEER'S DRAWINGS. /`' / i , L \, ' '`1111.. \., S1y�r,..,y:!i1"a""`,,,\ a { 41� "4.'V_, ,wN' 't,,, !• J' i � ; �,...,. 1111 / 1111^;,w"` f .. 1111. ••1111... ,, e ,ck' / .• r� 1.111 , _n " ...........:' : 1.1..,.1.. n .✓1 ' _......... ...... �. �� 8. CONSTRUCT� 1111 ., ....,..... ,. � '. .._„_. �` ......,. `.�»:v, UC CONCRETE HANDICAP-ACCESSIBLE . ....... .,........ '.�...'\w � .. .. 1111. 1111. .,. ,, .� , f/ PARKING PER CIVIL ... 1111. _•. . 1111.. 1111... 1111.. ,..,f v 1111. 1111. 1111 1111.. , 1111 ....__... ....... 1111. V 1111... 1111 _1111 ._. 1111. ... 1111 .,. n,... _._.............. _1111... �,�, 1111. , , < 1111... /111 $., o ; ENGINEERS DRAWINGS. ; , . r ' - / r o !� ,� / ^1.. \ ... 1. ` f _ ,w p . 1111... _ , ... ,n ,1 F , `1 9. FURNISH AND INSTALL BARRIER-FREE CONCRETE DRINKING FOUNTAIN, .. 1•»: .. i .':P. ,. n..I.. p ' `� ,-` , ' 0 -.`;' f 76, B L STONE, AVAILABLE FROM � ,,. ,1111..1. / .. .......,.. 619 ' , '..1111,,,' .y" i ,n ---0 MODEL FCS Y HAWS ORNAMENTAL f 3 THE WAK FI i`" :- cv E ELD CO. 714 552-1 130 PER DETAIL H SH - T ......................... f - ,,..,. , 1 EET L 2.,5 AL) , .. ,,, ,, ,� , ��:. 1111.-.. _, ....._..... 1111, , ............. yI._ r � n � - ... �, 1111. .......... 1" 1111.. �. 1111 _ ... `•`'� : n i ,:: / F,.• <,, � r' / ,w..n...,' M". 10. CONSTRUCT O. m ,,� _s,_, . . UC WOOD BOLLARD PER DETAIL E, SHEET L-2. ` 1 ., r _. , : , „w1. ' 1.,... .. f^ ,. I o.. X1.,..1. / f ' f' f. 1 1 . CONSTRUCT PICNIC SHELTER PER DETAIL B, SHEET L-3 AND ,,HT.S- . 1 I n 1M. 1111 , .1 : . : ':� ` �� , 1111 1 �,� ., I./ , ` ; I y e .' f s '.\ 12. ASSEMBLE AND INSTALL PREFABRICATED RESTROOM BUILDING BY �l �1 ., f a .n" 1111.., ,-1111,--••�--... I 111:1. .,...,.,., 1111... IZ rf {: 'SUPER SECURE MANUFACTURING CO.' PER DETAIL A, SHEET L-3. 1111, ill 11; 5 r / / : .: " o 11 ,," : 1: . ' \ 13. ASSEMBLE AND INSTALL PRE-FABRICATED MAINTENANCE/STORAGE ` 19 +_0 R r \ BY `SUP CUR MANUFACTURINGANY' PE I i,. BUILDING ER SECURE COMP R {, ' 3 DETAIL SHEET L-3 ,,. ...1, , f' I ... A, .n. ,- , f, ., ; 1111. , 11 1111., 1111 1111 ; JI1111. 1 .. 1111 ? ........... f '. l` ,� 1111.. ; 3 ; 1 t 12' �3 14' 14. t t 2 2- LEGEND LEGEND : $ Q 1 2 3 C4 C4 _ 6" •�. p .'• : O • : `' o ' 1. 1/8" RADIUS EDGE Lu - �. - -# 2 I 2. PAVING FINISH SURFACE PER PLAN ----- A. CONTROL JOINT 3. JOINT FILLER PER SPECIFICATIONS C�" �• ' 'd �3 •. Cb' foo; _ 1 4. BACKER ROD PER SPECIFICATIONS n r '� • • • C�' � ' �_- �z,� 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 0 . 3. •'• . �t: ' " >�: �1 + r -- 6. 1/2" DIA. X 12" LONG STEEL DOWEL @a . : �� y 24" O.C., PAPER WRAP ONE END Iyum 00 �- 3 - B. EXPANSION JOINT il-- NOTES : _ _.. ____ LEGEND -- -_ A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN 1. CONCRETE PAVING - REFER TO CONSTRUCTION PLAN, SHEET L-1, FOR 5 ---- ► . ' -o . •' B. SEALANT COLOR TO MATCH ADJACENT COLOR AND FINISH PAVING 2. 6X6-10/10 WELDED WIRE FABRIC. 3. FINISH GRADE j 6 4. 90% COMPACTED SUBGRADE C. COLD JOINT yMc 314" IF PAVING LESS THAN 4" THICK 5. 1/4" TOOLED RADIUS PLAN VIEW 2 1" IF PAVING 4" THICK OR GREATER 1. SAND TRAP #6611 WITH VANDAL-RESISTANT STAINLESS STEEL SCREWS. AVAILABLE THROUGH I HAWS DRWKING FOUNTAIN CO. (213) 724-1120. INSTALL PER MANUFACTURERS SPECIFICATIONS. +. o # , • N� foe 2. 24"DIA. X -30" DEEP WATER SUMP WITH 3/4"GRAVEL WRAPPED IN FILTER FABRIC W/ 12" MIN DEPTH COVER. I 3. 1 1/2" WASTE LINE W/ 1/4" PER FT. FALL TO SUMP. D. ,SAWCUT JOINT 4. CONTROL JOINT, TYP. SEE DETAIL 13. 5. 4" MIN. CONCRETE PAD, SEE DETAILS A, D. A 6. PRECAST CONCRETE DRINKING FOUNTAIN 03176 WITH EXPOSED AGGREGATE FINISH. AVAILABLE CONCRETE JOINTS CONCRETE PAVING I._.,_._�.C�_ __ .- �_ - _. - _ _ __ _-_ THROUGH HAWS DRINKING FOUNTAIN CO. (213).724-1120. INSTALL PER MANUFACTURERS SPECIFICATIONS. 1w� CONCRETE HEADER 1/2' RADIUS EXPOSED EDGES AND FINISH PER PLAN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE _ ' �11•,- �� O �( x � �^�� -- ----NI I LAN PT-BSD 6' CROSSINGS) 2% 2 6.. OR''�© � Iaffi air EE NOTFINISH GRADE 60 'a VIA�•� BI • -IIi-i I e•e• (�_ 3 RE-BAR CONTINUOUS II I i-'I I I�I I II I UNLESS OTHERWISE INSTRUCTED) LEGEND: 4 j-j DRINKING FOUNTAIN DETAIL i. FINISHED GRADE BELOW EDGER- 1"IN TURF; 1-1/2"SHRUB/G.C.AREAS NOTES: 2. DECOMPOSED GRANITE, 1/16"TO 31W DIAMETER WITH STABILIZER(PRE- j MIXED BY SUPPLIER). INSTALL IN TWO 2"LIFTS;THOROUGLY WET AND 1 . PROVIDE SCORE JOINTS AT 10'-O" O.C. AND 3/8" EXPANSION 9 COMPACT WITH DOUBLE DRUM ROLLER EACH UFT. JOINTS AT 20'-0" O.C. 3. CONCRETE MOW STRIP PER DETAIL B,SHEET L-3. 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF -AND • 4. COMPACTED SUBGRADE PER SOIL ENGINEER'S SPECIFICATIONS. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND PRIVATELY-MAINTAINED AREAS. ma N 3. CONCRETE TO BE 520-C-2500 MIN. to o CITY OF RANCHO CUCAMONGA, CALIFORNIA . t ' ,, APPROVED BY+ �rc, � 1_R �^( � f W STANDARD PLAN (J ( CONCRETE HEADER ' 534 W CITY N NEER Q R.C.E. 249R_ ATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 18" MAX. 1" CHAMFER 8" MIN. 8- X Ir CLEAR PINE POST F+ TELEPHONE POLE 'BARRIER. D DECOMPOSED GRANITE PATH B CONCRETE MOW STRIP TREATED WITH CHROMATED COPPER ARSENATE PER 204-2.2 10 (GREENBOOK) SET IN CONRETE 4" FINISH GRADE '00/ 01 IN T� 100 WRAP (151bs. FELT) WOOD POST CONCRETE FOOTING FROM FINISH SURFACE TO THE CLASS 500-C-2500 BOTTOM EDGE OF THE WOOD FRAME. NOTE: PROVIDE 7 BOLLARDS N y, ACROSS ENTRY WAY AS PER PLAN ' _ ��iil�ll l I III III STEP THROUGH ►11 , - � _ - � III � • � .,� � �,�� . sy PROVIDE CLEAR AREA AROUND TREE, 10"RAD., FOR NOTE: WATERING BASIN AS SHOWN ON DETAIL D, SHEET L-8. ' + FA1 �►' 1. WOOD SHALL BE WESTERN REO CEDAR OR APPROVED EOUAI SII (NO PRESSURE TREATED WOOD SHALL BE USED) III�I LEGEND: (MODIFIED) LEGEND: 1. TELEPHONE POLE,CUT TO 5`-0'. TREAT CITY R A H® U 14 M O IV G A 1. ADJACENT SHRUB PLANTING ENDS AND UNTREATED SURFACES OF CITY OF RANCHO CUCAMONGA, CALIFORNIA 2. CURB AND GUTTER' POLE WITH PENTACHLOROPHENAL. APPROVED 9Y - � �_ N I D SHEET L-8. DEPTH EQUAL TO HEIGHT ABOVE GRADE / , APPROVED BY: STANDARD PLAN 3. PLIANT TREE PER DETAIL 2. Q CITY ENGINEER: • COMMUNITY TRAIL. 4. RIVER ROCK, 12" MIN TO 18" MAX. 0, SALT AND PEPPER, RETRIEVED 3. FINISH GRADE o �U. FROM ON SITE, SET IN GRADE AS INDICATED AND GROUT ALL SEAMS. 4. COMPACT SOIL AROUND BOLLARD TO 90% 0 Luax PASS-THROUGH DETAIL 1007 5. 1" CONTINUOUS CHAMFER W CITY E GI ER ,TE E WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5. SUBGRADE NORTHEAST PARS L_2 11 P)WXCT MEET USE SHEET 1 of 1 6. FILTER FABRIC, MIRAFI 14ONC OR EQUIVALENT. / �� / 29 _0 BIR.C.E. x953 fffTRUCTI ETAILSof WOOD BOLLARD DESCRIPTION OF REVISION DESIGN Cmr LANDSCAPE CONS ON D „ NO. j -THROUGH DETAIL _ G ROCK COBBLE ON SLOPE E ENGINEER APPROVED 1 ' r Z ' 1r_r' 1s'-o• ' 10•_0• S'-e• 90•-0' 1'-4• 2'-0 2'-°• x'"0" 2'-0" r-0" 2°-°` 2'-°` Y-o• 1'-4' 1•-/•• r-0` 2'-•` rS2 •• S'.. f� s^-0" a� r-0' ' 2'-0• 2•-0`LEGEND: 1 "COMPOSITE' SNAKE ROOF BY'HARDISHAKE'AVAILABLE FROM I LR,t LA2. Lr1x4 ula4 uz4 nle LRz4 LRz4 LR24 u24 ulusu s:4 s24JAMES HARDIE INDUSTRIES INC.CONTACT: MR. DAN TAGUE cas Czs $a4 o« elt , s • s su / i LV70 LV24 LV24 LV24 LV24 LV24 LV24 1V24 LV24 LVIi 1• C! (714) 960-1100; COLOR: PER CITY. cc We U24 U24A u24 u24 Z cz� U24 u24 u240 u24 u,/ tx c/ ej INSTALLATION SHALL BE PER MANUFACTURER'S SPECIFICATIONS. s b 2. 78", 30# SHAKE LINER. 3• SHEATHING. SEE SHEET S-1. o p o o I 4. 4"X6" RAFTERS. SEESHEETS-1. (Y_ q, to •1 • fr � E N 5 S 1 O F .. - 5. (RAFTER BEAM. SEE SHEET S-1.� .. o � � � l� ® UR j ! 6. (PERIMETER BEAM. SEE SHEET S-1. N J 5 n pNs - I • y 7. (POURED IN PLACE Ko"DIA. CONCRETE SONOTUBE TO RECEIVE LYIt LVd4 LV24 LV24 LV24 LV24 LY24 LV24 LY24 LV,t p ur _ r• ,i ( 7o C2S LRieLLR24 LR]4 1824 LR24 fTta LR24L LR24 tR24 Ui1e C25 .♦ 4 ♦ � (MEDIUM SANDBLAST FINISH. SEE SHEET S-1 FOR FOOTING AND � 1 � 1(REINFORCEMENT. C cc oc+ u24 u20 u24 u24.. uz4 ! ua{u24 u24 U20 u24 cwxC2fNCIAi-4' -0" 2'-0' 2'-D• 2'-0' Y-o' z'-o• 2•-0• 1'-4' Otll !F �1 524 s24 s2♦ $x{ LS sx4 NOTES: : -o' z• -0 1-r -o• Y-° :-o• :-o• ro• r-o• r-ar r-r 2• 1. ALL LUMBER TO 8E'SELECT STRUCTURAL'DOUGLAS FIR. PLACE � � � t= � s'4• •" s•-r •' 4•-0•' •' t• ,•_°• .• s._t. ,• s._{. /- I I r, 2. ALL HARDWARE AND EASTERNERS TO BE HOT DIPPED GALVANIZED. �1 - n y 3. AILL LUMBER TO RECEIVE 2-COATS OF OLYMPIC STAIN. COLOR.PER CITY. I E� A NOTE: CONTRACTOR TO PROVIDE 4"A.B.S.SEWER PIPE WITH.2•WAY . CLEAN OUT AND 1250 GALLON CONCRETE SEPTIC TANK. us11t AVAILABLE FROM: CONTINENTAL PUMPING(909277-2221 1{s1L Psi CONTACT:MR.RAY CERVANTES I e INSTALL PER MANUFACTURER'S SPECIFICATIONS. ' CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR CITY REVIEW PRIOR TO INSTALLATION. C6hTRACTOR TO PROVIDE WATER-TIGHT CITY TO PROVIDE LEACH LINES. CONTRACTOR TO CONNECTION AT SEAMS OF OVERHANGS COORDINATE TE WITH CITY LEACH LINE INSTALLATION / E CITY APPROVAL) AS NECESSARY. - . • 1 ' 1 1 1 I 1 N � 1 ( I� 1 , 1 1 � 1 I 1 , 1 a 1 , N _ aoft _. J _ r�� r ELEVATION A FIJ`S2N_ ELEVATION A VAT( A CONTRACTOR SHALL PURCHASE AND ADJUSTMENTS TO INTERIOR FURNI r 1 r INSTALL PANEL AS REQUIRED TO ENCLOSE SH I,GS,(URINALS, GRAB BARS,TOILETS, MAINTENANCE/STORAGE RAGE BUILDING AREA BENEATH ROOF OVERHANGS. €T .), TO ACCOMODATE INSTALLATION CONCRETE PAD SHALL BE CONSTRUCTED OF ADDITIONAL WALL PANEL SHALL R E ST R OO ..—I.. E / TO ACCOMMODATE THIS ADDITIONAL BE MAp BY.CONTRACTOR AS NECE$ i I I SCALE: 1/4 1 O �SARY, NECESSARY AND PER MANU-- <� N 1 j ��.•�,_ PANEL WITH INSTALLATION MATCHING aCALE::. .1l4... ,►. V ADJACENT ARCHITECTURE. NFACTOPECIFICATIONS & RECO— 47 12 � ...• PLANS AND ELEVATIONS HAVE BEEN PROVIDED FOR REFERENCE ONLY. ... oo % BUILDINGS HAVE BEEN PURCHASED BY AND ARE IN THE POSSESSION OF THE CITY OF O CUCAMONGA. CONTRACTOR SHALL OBTAIN FROM CITY STORAGE FACILITY AND ASSEMBLE ON-SITE AS INDICATED ON DRAWINGS AND PER PLANS AND SPECIFICATIONS AVAILABLE FROM SUPER SECURE MANUFACTURING •, _ ,.•. . • x= , .,w..,., COMPANY. CONTACT: MR. JOHN MITCHELL, (818) 333-2543. $ PICNIC SHELTER OVERHEAD A PREFABRICATED MAINTENANCE / STORAGE PREFABRICATED RESTROOM BUILDING _.. . , . _ x LEGEND _ vim "' '�� 1. ADJACENT F1NlSi-! SURFACE- SEE PLAN ___- }�/( , — E DRIVE CUA3 F ''--i �'I-�I-- I"•� 2. ENTRY ACE-SEE CIVIL DRAWINGS 1 ;ice 3. ENTRY DRIVE PAVING- SEE PLAN O5"DIAMETER GALVANIZED STEEL PIPE SLEEVED OVER 4"-DIAMETER STEEL PIPE WITH CONCRETE FOOTING. WELD STEEL PLATE ON TOP OF 4" INTERIOR PIPE TO PROVIDE SMOOTH TOP SURFACE 'PRIOR TO GALVANIZING. HEAVILY GREASE POST SLEEVE TO PROVIDE SMOOTH OPERATION. 2 1/2"GALVANIZED STEEL HORIZONTAL MEMBERS WITH SMOOTH RADIUS BENDS. POURED IN PLACE CONCRETE FOOTING AS DIMENSIONED. 6. NCR NEO r( (_ 21 3/4 ED AGGREGATE (4"COURSE) �f�'t •'(jY i/y�+� 7. " CRUSH ° _ -- 8. COMPACTED SUBGRADE PER SOILS REPORT.C �% " 9. 1/4"THICK-GALVANIZED STEEL PLATE WITH 3/4" DIAMETER HOLE BOXED TO RECEIVE 3/8"X 4"GATE LOCK. CONTRACTOR TO SUBMIT GATE LOCK + FOR CITY REVIEW AND APPROVAL PRIOR TO FINISHING. [a j co 43 0( >y4i_.__ i0. 4-A5 REBAR CONTINOUS Q . E ' �u T l�s'�c►��'y A'3 REBAR TIES @ 12" O.C. AS SHOWN. ' NOTE: '� s► _ I F PIPE TO B SA DBLASTED, GALVANIZED, PRIMED AND POWDER COATED. ®C I COLOR: _ SUBMIT INISH AND POWDER COATING SAMPLES TO CITY PRIOR TO FABRICATING. ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH. , 8 - � OF POST ASE TO RECIEVE CONTINUOUS EXPANSION JOINT C B tr 15, CITY OF RANCHO CUt#AMONCA --- APPROVE® BY � ,` � ' RECOMMENDED 9Y: t ' CITY ENCIN£ER: __ DATE _ I IQ 11 Q f _ -�- o --- i 1 SUBSECTMJN SHEET C NORTHEAST PARK - _ L-3 of 11 L11 PEDESTRIAN GATE VEHICULAR GATE PROJECT SHEET Cf VEHICULAR PEDESTRIAN ENTRY GATE D DESCRIPTION OF REVISION / DATE BY / DATE_ LA140SCAPE CONSTRUCTION DETAILS °� 29 DESIGN CITY DRAWING N0. ' ENGINEER: APPROVED Igs T I ,I VT 117 v vps.._.._ DETAILS VITRITURF VITRITURF t 5AND WEARING COURSE BASE MAT CONCRETE 2 - 61DEWALiG •�,,,r \ - FLU5N ilii i N �" •� --�-- _ rya • • ,t�ii�{\,-- \ \��.t—iia`�\L.L ,\ � _`. • -`r '"°d'� // , ' / � � ' . . . , �=-.-:- �.'• � ' ,• s I I I I i hI I I--�=1 I_I=__ _7TT - � �\ ,_ / �- ..,, - � �� t • ;. :� i � a , _ -I I II=1 11_! I I_ - _ ,� TT-TTTTT _r,�– •—I I I�=1 11-1 I til —1 11-- , * r' t • . -� I�. . . . •• .��Ni�. � - �! L1-11.1`1 I I— I I-1 I• 4 I - ____- � �� ,. y C 1 V I fir' r . 11 B 1 59 F' I 7 463 ,. fr _ r i' '1 f 69 84 82 61 A. CONTRACTOR SHALL ROUTE ALL EXTRA,CON,TROL WIRES FROM CONTROLLERS TO THE 10,23 .112 END OF THE MAINLINE RUN. INSTALL' WEE ENDS INSIDE PULLBOX TYPICAL. 1 E r r 63 71J r � ,168 n�:..v_.,, CONTRACTOR SHALL INSTALL'VALV� A 11 FOR FUTURE ZONE INSTALLATION, } :: _:... ............ .n.:.....:..:111,,1....,, PAVING ON NORTH SIDE OF € fA.r`;' 84 ..,,, ,. B-5- ..,x.... .........::. .-.-,.. .:..:._. ,. . r STUB AND CAP LATERAL LINE--3# FROM EDGE OF PA : 9,9�fi . ..... .........�.. ........ ... ........ ,,.,..n ......,: ..,... .m,...... ...... w. m.w,,,... .... ..... .. ... ........... .. r. ---- .... ». .::.:. ...... ... .... � 111 1... w »:,: ._. m m, . x. . . ,1111. ...p WAt-K x...,.,k: . .?. ,,. :.. :.: .. _. :......... ..::: :1111,.»:..., ..... ... ...w:.:. .�.... _._n... .....:�:. �»......... ....:... ... .w ... _. OR AS .DESIGNATED BY CITY REPRESENTATIV :. .".20 ,,,...,, - 1111... :,.u........ ... .,.... .. ........................ ....................:...,:....n........,.,:.».....................................v.»...»..w........................................,,.w:..nw»........................n......,.w».. .w ,..........:.: ...-..... ...... .. .... ..................................:..:.n:..:,n. ............................:...,x:...,».:.. 1111,»1111.., .....:,..,.. 1111 ..::... ............. ............. ..........v,. ..�.:..:...... ............. 1111...... 11 4 n.. :............ ..•.:.,:.... .,..... ...../1111. . ,..,».1.... .111. m: ... .............................r.....: m . .:::w :. N »,x..:nn� wn..,.., ............................. 1111.1111 .. .... a. . :�.. .. ...................""yb;»...•.f;>%,/aF:Y•...:: 1111 .. r .. N ... ... 1111_..._. m 1 .. ..................�..,.,....,».,.,.n.,.n:.,. «,»::.,.x.m.:::x..,......,..:,.:x,.;m.:...:x.»,,,,.,p.n:«,,1,111 .. .. .. ... >•x .......... 1. ...: ,yasty.: .:............».:,..»;,.,w:n•,n..:.;x......_.................,,.,�::.::.wn.;»:n.•.,.;._. .........»»., ............ r1 f it �r71 ..............:.,xn...,....... 1111.."1:1,11 ................. ...........„,„..:w».,:.:... ..n„,vm,v:»,....::..,............. ..........»..,,....,,,::::,:.n::...... 1111 r3l .. 1111. .. ...................... .w:. w.n.n..,.:..n............. .. .....1................,:.».:...........................»...m 11,1,1 4:.: 4 4 4 ,----®---r'�4�'_' y y �► »... 1 1 >.. ,..; : :..., 5 .». N 8 8 N g g » 8 4 �4 3/4" 4 f ._.1wr.....4 1 111,1 4 11 4 : 4 11/4" 3/� ;,., ,. ,.,,,, / / ,. "'°': B. CONTROLLER SHALL BE TWO CALSENSE MOD. RET1-MDR-40-RB INSTALLED IN 3/4" 3/¢ 3/4 3/4 p N ,,,,.., " , r ,, ".. ,,' .:. .,.,... •.;..;` ,: » 8 3 ;;.`^Yr'\, „.n.; 3•' 4 1 4 1 11 ;4 4 4 11 �' 4 11 4" 4 ;M 4........f 4 tt y� 4 I... ...4 }' ,4 3 4 4 1111_.. STAINLESS STEEL ENCLOSURE (SEE LEGEND F TYPE), WITH TEN (PER CONTROLLER) 3/4 4 g 4" 8 8 �. 4, 4..; ................_......:.......... . • g x.:..........:.:::9...,....�, ..:":.»» x:.: :.:.....,nw:.... . ...........:.n., :..... . ........._ »: ..»11,11, 43 MOISTURE SENSORS (SEE LEGEND FOR TYPE), CONFIRM SENSOR QTY ». 14 4 �, 43 21 4 "`' 2" 4 1t/f 43 AND LOCATION IN FIELD WITH CALSENSE REPRESENTATIVE. FINAL LOCATION 43 TT 11 4`. 21/r / . _ ` [ q OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S 8 : 1• 11 11 1 11 I'll , s; ': 3` 11/4" AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. , [ [ i E ` E i `a t" . [ 1 8 cb' , 11 `, 11/x' " 3/4" :_ .:.s.:r- 21 2" 21 2" ....k 3 mn k.x. �. / >...;. ..,,.r>, ¢ .:................ .....43.. .V,,.V.,.. ¢ ,.. ............= 43 C ACTUAL POC LOCATION TO BE AS DESIGNA BY WATER DISTRICT ' • " 1 / 43 4 43 43 3 `` 11/¢• z 4 AND OWNER'S AUTHORIZED REPRESENTATIVE, CONTRACTOR SHALL VERIFY ALL 1 t 1 *11 : 11 2" 11 11 11 8I. 3 43 . # � t• POC AND MAINLINE ROUTING INFORMATION PRIOR TO COMMENCING WORK. :8 . » i ...........,......... . ..... .....................111 1 1111 ..... ..i :} ; I : 11 4 2" r 3/ r ...., . . : " . . . .., » 1_l. .... .. ........... ..n. .... .... �� ¢• CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE `1.1JSTALLATION OF ALL 3 1 r 11/4r 11 1" N 11 "8 " r 2 4 REQUIRED COMPONENTS DOWN-STREAM OF THE PROPOSED METER. y k 11 4 43 21/2" »........... . . : SYSTEM DESIGN STATIC WATER PRESSURE IS 140 PSI ITH A MAXIMUM 11/4 �"` / t1 4" "n »»» 21/r r 11/4" ' DEMAND OF 160 GPM, CONTRACTOR SHALL VERIFY ALL P C,INFORMATION1111 11 11 43 43; 43 43 43 43 43 t1 43 4 4 £ I IN FIELD PRIOR TO COMMENCING WORK. 4 .v 11/4" 1/4" r 3 4" 8 . "" .,,.> B6 84 11 4 NOTE: ` / 0,462 f I k 1 11 11/4" 11 11/4" 11 r .. ..n r 21/x' B24 85 ACTUAL MAIN NE LOCATION TIOGBEOA MINIMUM OFLY, 2 578 t ` 4. 5" 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 2" I $7 85 11/4" 4 I. i , " , � » • 2t/r �' F 1 B23 22 ; 1 11 1 11 t 1/¢ p I Al 3/4" r ¢ 43 11/4' 3 r 43 21/2" 43 43 11 43 43 43 1.5" 1046 43 y , : k I N • k ...n.> .,..,,,»:1111... ... L... ....._.., ... /<' n:. ...: . .............I.......... . .. 11 4 637 is k ... ` , 11,:1x»....,:..:.. ..... .... .n .»,. f 11 1" 11 1" 11 >: 11/4" 11/4 ............ . 71.. .. 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DESCRIPTION OF REVISION DESIGN CITY IRRIGATION PLAN . , DRAWING No. ENGINEER APPROVED , . _., 1 j I N IRRIGATION MATERIAL LEGEND SYMBOL IRRIGATION NOTES Q T H F MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS E, -26L RAIN BIRD 1806-SAM-10-LA-PCS-020/030/040 POP-UP SHRUB HEAD .20, .30, .40 30 5 FT 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY V IF ® V RAIN BIRD 1806-SAM-10-LA-PCS-040/060/090/175 POP-UP SHRUB HEAD .39, .52, .79, 1.57 30 10 FT PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 19 6 B ® RAIN BIRD 1806-SAM-12-PCS-060/090/125/260 POP-UP SHRUB HEAD .65, .87, 1.3, 2.6 30 12 FT 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES 129 D ® ® RAIN BIRD 1806-SAM-I5-PCS-090/125/175/370 POP-UP SHRUB HEAD .93, 1.23, 1.85, 3.70 30 15 FT BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS B ® RAIN BIRD 1806-SAM-I5EST/SST-PCS-060/125 POP-UP SHRUB HEAD .61, 1.21 30 4X15 FT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTUAL PLANS BEFORE BEGINNING WORK. 6- RAIN BIRD 1812-SAM-10-LA-PCS-020/030/040 POP-UP SHRUB HEAD .20, .30, .40 30 5 FT 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED O A - - • RAIN BIRD 1812 SAM 10 P 40 060 090 175 POP-UP HEREIN BEFORE BEGINNING WORK. LA CS 0 / / / U SHRUB HEAD .39, .52, .79, 1.57 30 10 FT 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY o o e • RAIN BIRD 1812-SAM-I2-PCS-060/090/125/260 POP-UP SHRUB HEAD .65, .87, 1.3, 2.6 30 12 FT AND IS TO BE INSTALLED WITHIN PLANTING AREAS NECESSARY. 0 6 6 ® RAIN BIRD 1812-SAM-I5-PCS-090/125/175/370 POP-UP SHRUB HEAD .93, 1.23, 1.85, 3.70 30 15 FT 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. n RAIN BIRD 1812-SAM-I5EST/SST-PCS-060/125 POP-UP SHRUB HEAD .61, 1.21 30 4X15 FT ANY SUCH CONDITIONS SHALL BE BOUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES v RAIN BIRD 1806-SAM-5F-B-PCS-040 STREAM BUBBLER TWO/TREE 0.40 30 6 IN. DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE 4 HUNTER PGH-- 2/4/7-2 4 7 POP-UP ROTOR HEAD 2 7 U .9 1.6 3.4 ❑ ❑ ❑ / / 50 RESPONSIBLE TO COMPLY WITH LOCAL CITY COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT 25 FT AND INSTALLATION. ❑3 © ❑9 HUNTER PGH-ADJ-3/6/9 POP-UP ROTOR HEAD 1.2, 2.7, 5.5 50 30 FT 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ® ❑7 10 HUNTER PGH-ADJ-4/7/10 POP-UP ROTOR HEAD 1.6, 3.4, 6.8 50 35 FT 9 CONTRACTOR IS TO PROVIDE AND ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO ® ® 11 HUNTER PGH-ADJ-5/8/11 POP-UP ROTOR HEAD 2.0, 4.2, 8.9 50 40 FT DIRECTIONS FROM THE CONTROLLER. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE 43 HUNTER 1-40-ADS-43 POP-UP ROTOR HEAD 14.2 60 58 FT CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE Q Q3 ® TORO 300-00-15-ADJ POP-UP STREAM ROTOR HEAD 1.44, 2.16, 2.88, 5.76 35 15-26 FT SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. NOT SHOWN VALCON 5000 SERIES ADV, ON ALL SPRINKLERS W/ LOW HEAD DRAINAGE 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 10 P.O.C. 3" TURBINE METER WITH 4" SERVICE LINE �e 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ® FEBCO MOD. 880 3" R/P BACKFLOW PREVENTION ASSEMBLY m ARE TO BE ADJUSTED TO PREVENT OVERSPARY ONTO BUILDING, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF NOT SHOWN HAYWARD MOD. 72 SIMPLEX 3", INSTAL PER MANUR RECOMMENDATIONS N PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS WILKINS 50OHLR-2" PRESSURE REGULATOR, INSTALL ON BACKFLOW ASSEMBLY AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. © WATTS ACV 113/12 NORMALLY OPEN MASTER CONTROL VALVE 044 WATTS FBV-1 GATE VALVE SIZE PER LINE SIZE «�� ® CALSENSE FLOW SENSOR MOD. # FM-2.0 V oQ RAIN BIRD QUICK COUPLER VALVE 44DRC RAIN BIRD EFB-CP-PRS-B SERIES BRASS REMOTE CONTROL VALVE, SIZE AS SHOWN WATER PRESSURE CALCULATIONS CALSENSE CONTROLLER ASSEMBLY ET1-40-MDR-RB SERIES ET-DRIVEN W RADI © / 0 AND LINKING HARDWARE AND WATER MEM NUMBER 1 WATER MEIR SIZE TIPPING RAIN BUCKET (W/ S.S. ENCLOSURE)(INSTAL MASTER VALVE RELAY FOR EACH CONTROLLER) ELEVATIONHYDRAULIC GRADE LINE 1869 WATER MEIER ELEVATION 329STATIC- R I NOT SHOWN RAIN MAN RM11-24SS CONTROLLER ENCLOSURE, STAINLESS STEEL REMOTE CONTROL VALVE 32REMOTE CONTROL AVE SIZE R.C.V. p 1 p ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD R.C.V. ELEVATION 62' - STATIC PRESSURE AT R. V. k90i CALSENSE 100SC MOISTURE SENSOR, SEE NOTE FOR QTY. SIZE DESCRIPTION PSI LOSS 4" SERVICE LINE1 0.8 PSI AS APPROVED PVC PIPE 3/4" - Jr SCM. 40 AS LATERAL LINES 12" BELOW GRADE jr WATER- METER 2 7.2 PSI BACKELOW PREVENTER 3 12.0 PSI WYE VMNERIOLTRATION 4 ® ® AS APPROVED PVC PIPE 2-1/27 CL. 315 AS MAINLINES 18" BELOW GRADE GK.AAi VALVES 5 0.5 PSL_ jr MASTER CONTROL V NOT SHOWN AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED " N 6. PSI SLEEVE UNDER ALL PAVING, HARDSCAPE, ETC. AND AS DESIGNATED BY CITY AUTHORIZED REPRESENTATIVE REMOTE CONTROL VALVE 9 2.8 PSL_ NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) 10% LATERAL LINE LOSS 10 5.0 PSI % FITTING LOSS 11 I NO SYMBOL RAIN BIRD ST-03 GREY "SNAP-TITS" WIRE CONNECTORS AND PT-S5 SEALER 25 FEET ELMON CHANGE (P.O.C. TO HIGHEST HEAD) 121 -10.8 PSITOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU 1 PRESSURE REQUIRED AT HW 14 60.0 PSI- PRESSURE R 4 PSI TTPRESSURE 1 ALL MATERIALS TO BE INSTALLED AS PER THE CITY RESINAL PRESSURE (SUBTRACT 1 15 ERQM 1 1 7 52.7 PSI SET PRY OR M 18 100.0 PSI OF RANCHO CUCAMONGA DETAILS LOCATED ON THE PRESSURE BOOST, IF REQUIRED (J15-J10 + 20 PSI) 191 0 -m- DETAIL SHEET INCLUDED IN THIS PACKAGE. VALVE NUMBER �--- G.P.M. CITY OF RANCHO CUCAMONGA 60 1 � 60 500 50 500 -- VALVE ZONE AREA IN S.F. 1.5" 1.5 50 , APPROVED BY: RECOMMENDED BY: % QTY. OF EMITTERS (IN DRIP ZONES ONLY) CITY ENGINEER R.C.E. 24953 VALVE SIZE SUBSECTION SHEET L-6 OF 11 0 10' 20' 40' 80' NORTHEAST PARK SHEET 10 OF 29 DESCRIPTION OF REVISION DESIGN CITY DRAWING No. ENGINEER APPROVED IRRIGATION MATERIALS LEGEND ,O POP—UP TURF HEAD BODY SET TO POP—UP TURF ROTOR BODY SET TO HI—POP SHRUB HEAD BODY SET TO 1/4" ABOVE FINISH GRADE T-1/,C ABOVE FINISH GRADE 1/4" ABOVE FINISH GRADE FINISH GRADE FINISH GRADE FINIH S GRADE vp • �...,�� -- — _�— -1 I I.I I ISI 11=1 IISI I h 11=1 11=1 11= =—--_-- 1=1 I hi 11=1 I I I I ISI I I- 11=1 11-1 I I=1 11=1 I i I i I--1 I I-' "—"III^I I I_I I I_1 I III-.1_I =111III V I I I-1 I I 11-1 I I_ II _III—I11— II_III � I I—I � 1 i- - � I �I I III- =I I Iii l l III' _ Z Z IIr — I ISI i l— i I�I l i z , N I=1 � —111.III N • — SCH 80 PVC NIPPLE —III SCH 80 PVC NIPPLE „ (MINIMUM 4 LONG) (MINIMUM 2 LONG) SCH 80 PVC NIPPLE SCH 40 PVC SCH 80 NIPPLE — 6 LONG-- SCH 40 PVC TYPICAL (2) PLACES T X T 90' ELL T X T 90' ELL' MARLEX 90' STREET ELL 90' STREET ELL ANTI—DRAIN VALVE AS REQUIRED SCH 40 PVC MARLEX 90' ELL MARLEX 90' STREET ELL 90' STREET ELL MARLEX 90' STREET ELL NON—PRESSURE MARLEX 9Q' STREET ELL NON—PRESSURE NON—PRESSURE LATERAL FITTING LATERAL FITTING LATERAL FITTING NON—PRESSURE LATERAL LINE SCH 80 PVC NIPPLE TYPICAL (2) PLACES NON—PRESSURE LATERAL LINE NON—PRESSURE LATERAL LINE ANTI—DRAIN VALVE .AS REQUIRED NOTE: NOTE: 1.. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. AND EDGES OF LAWN. NOTE: 2. USE TEFLON TAPE ON ALL MALE THREADS. 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 1 INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2. USE TEFLON TAPE ON ALL MALE THREADS. AND. EDGES OF LAWN. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2. USE TEFLON TAPE ON ALL MALE THREADS. COMPENSATING FEATURE AS PERR THE IRRIGATION PLAN.4. HEAD CONNECTION AT BOTTOM INLET ONLY. 4. HEAD CONNECTION AT .BOTTOM INLET ONLY. n CITY OF • RANCHO CUCAMONGA ' CALIFORNIA � CITY OF RANCHO CUCAMON.GA, CALIFORNIA V N APPROVED BY, o CITY OF RANCHO CUCAMONGA, CALIFORNIA I,; APPROVED BYi . STANDARD PLAN APP STANDARD PLAN � ROVED BY HI—POP SHRUB SPRAY STANDARD PLAN POP--UP TURF ROTOR 3 539i. POP—UP TURF SPRAY HEAD 537 3 538 CITY N - 7 CITY NG NE R NEER E mama" mom w ADTE W STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1�A�E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET OF � CITY E G EER Q R USE WITH 5 SHEET 1 OF I . R.C.E.CE• 24953 EE l 1 u DTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CE 4953 n� = R.C.E. 4953 SHEET I OF 1 N C HI-POP SHRUB SPRAY B POP-UP TURF SPRAY HEAD A. POP-UP TURF ROTOR Uf N a 30 - g u SCH 80 PVC UNION z z ROUND PLASTIC VALVE BOX & --- HARDSCAPING(SEE NOTE 4) o a COVER ETCHED "PRESSURE REGULATOR" (CARSON OR EQUAL) ;.;. �. .• .• •. ,•.��. a FINISH GRADE • • _I�III 11111=III= '111 LEI Ilallliir- ' hI 1� 11 I I I L-1 I 11II�II_ I- _ 1— PRESSURE REGULATOR I DR co =1 11= z — — CLEAN BACKFILL — SEE — —III SPECS. FOR MATERIAL. _ I I= 1—) I l 90% COMPACTION REQUIRED �I I� N – I—III III- PIPE TO BACKFLOW ( l- LEP FROM 3- 3- I{= I, PREVEN70R l ER II I I I III— I 1—1 PROVIDE 6" MIN. OF SAND —� I I— BEDDING AND SHADDING Flow I=l I ll000, _I =1 I_= 11=1T_I=1 i, _ =1 I ( 11=1 I • :�I=ir� ' III-T 1Ti-T� ,o•:AiP 511 1_=I I .o. a CONTROL' WIRE SLEEVE 1—III — SIZE PER PLAN INSTALL I—I 1 ADJACENT TO PRESSURE =T=III ?•o,•s' p.o-v' ..'_;7;; ��I I _ I—I 11—III: SUPPLY LINE —III—i I I III— PRESSURE SUPPLY LINE 3/a" WASHED CRUSHED SLEEVE — SIZE TWICE AGGREGATE BASE DIAMETER OF PRESSURE I —I ( SUPPLY LINE 6 TYP. NON—PRESSURE LATERAL NOTES: LINE SLEEVE — SIZE TWICE NOTES: DIAMLTER OF NON—PRESSURE 1. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. LATERAL LINE 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 3. P 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING. AT BOTH ENDS. LACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR 'HARDSCAPING. 4, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. ROUTE SLEEVING AROUND ,HANDICAP RAMPS. 5. ATTAICH 'PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER T0. CITY �' VALVE NUMBER. D STD. N0. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW � CITY OF RANCHO C U C A M O N G A STRUCTURAL SECTION). D' • T V Z i APPROVED RECOMMENDED CITY OF RANCHO CUCAMONGA, CALIFORNIA T o t0 eY E DED 8Y: CIT . Y OFR C AMONGA CALI 0 ANCHO UC F RIMA I CITY N o APPROVED BYE Q E G.NEcR. .C.E. 24953 DAIL STANDARD PLAN APPROVED BY. TYPICAL SLEEVING j STANDARD PLAN SUBSECTION .SHEET 7 � 533 . � PRESSURE REGULATOR VALVE 519 0 CITY G NEER TE USE WITH STANDARD SPECIFICATIONS'FOR PUBLIC WORKS CONSTRUCTION CITY E NEER ORTHEAST PARK � �_ of „ R.C.E. 24953 SHEET 1 OF 1 = R.C.E. 24953 DTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 DF 1 Q PROJECT SHEET 0 DY / DATE 6Y / DATE 11 OF 29 DESCRIPTION OF REVISION IRRIGATION DETAILS DRAWING No. O TYPICAL SLEEVING F PRESSURE REGULATOR VALVE DESIGN CITY ENGINEER APPROVED Its6� R G • Q g LLJ m BACKFLOW PREVENTER o ASSEMBLY RAIN 81RQ 33 DNP WITH PURPLE Z z NIPPLE — TYPICAL RUBBER CAP — SUPPLY ONE KEY Ui ROUND PLASTIC VALVE BOX & NINI PLACES i PER 12 QCV'S INCLUDING HOSE o Q COVER ETCHED "IRRIGATION GATE" i SWIVEL$. STRUCTURE (CARSON OR EQUAL) WHITE OR z • HARDSCAPING BLUE ——— —•, Q M GRADE INSTALL IN FINISH — FINISH GRADE I � S PLANTER R E BED ONLY I • NIPPLE ' RED "SNAP-TITE" WATERPROOF _ — CONNECTOR R ., � 18' MAXIMUM O EQUAL _— BLACK ( 6 THICK X 12 WIDE — _ — CONCRETE PAD LENGTH VARIES I TIT IRRIGATION CONTROLLER PIG TAIL EXPANSION BRASS WYE STRAINER PER SIZE/MANUFACTURER) iII—III BALL VALVE — 1 1/2' OR SMALLER WITH I T� LOOP (MIN.24" LONGI t Z _ _ _ _ _ _ SLOPE TO DRAIN AT ' °.D°A° °D° A► °D II—T STAINLESS STEEL HANDLE WITH 60 MESH co MINIMUM _ T _ MONEL SCREEN 2% _ I I I'I I I III—III= WATERPROOF ALL 2" FINISH GRADE _ _1 I _ T7-- _ RESILIENT WEDGE 2 OR LARGER WITH =J PLASTIC VALVE BOX ICARSON OR I I I =-) I I=) I I= :III—II GATE VALVE 2" OPERATING NUT I—I I WIRE CONNECTIONS UNION ,III=III=( =I I I I — EQUAL) WITH PLASTIC INTEGRATED _ 1 AS PER STD. PVC SLEEVE — Z I I I�I i—• EPDXY COATED I IIII i II I LOCKING LID. PLACE AT GRADE IN • •• • s. • > p SCH 40 BRASS .NIPPLE 12 -) I I=I�I III I-_) I Iii I I TURF AREAS AND 3" ABOVE IN '` DETAIL 520 >< _ REQUIRED FOR =III=I I• III—) VALVE • s PIPE THROUGH SCH 40 BRASS 90° ELL . . -I I IIl i lI I I I, I I--I I I--I I —. _ PLANT BED' ..• •.• •. � •• I I=I I i-- _ _ I ,• CONCRETE PAD —) I"" I I i� PIG TAIL 'EXPANSION „'_I _ "'--- I ' SCH 40 BRASS 90° STREET ELL STAINLESS STEEL I I�I i� LOOP (MIN.24' LONGI '` k _� I I I_I -I — —=1 NIPPLE — TYPICAL SCH 40 BRASS NIPPLE — SCREW CLAMP II I I WHITE z �I I FROM WATER R I I—I III— (2) PLACES z 24" LONG MINIMUM (3) PLACES I —�I 3” 3" (— � '•� ICOMMON) SOU CE'III I = BLUE — .I =I SCH 40 PVC MALE OF '14 oD =I hTTI i • —1 90% COMPACTION " •, I I— ADAPTOR 4 REBAR STAKE Ir � I I—� WIRES .= I REQUIRED ,I . m � SCH 80 PVC. 90' STREET ELL � I I—) I—I ( T�_ —III= j• • 24 LONG) -- RED MASTER CONTROL TO METER W"*- ER _ it I II I I�•a•op :ArP I I I'I I BLACK VALVE I I ;• • I III ` •• Z I I o•p•o o av IEJ ��„ • I� " • I LINE TO SYSTEMS _ .Li I p••, II—III: tir FLOW METER it II I II _ CONCRETE THRUST BLOCK ELBOW DI i iD aga III---) AMETER SAME I ob SIZE AS FLOW PER CCWD STANDARDS TYPICAL (4) PLACES _ o.o.a ct.p,•c; =1 METER SIZE , RIGID PIPE AND RELATED FITTINGS SHALL BE PER DIAMETER SAME s ASS FLOW CUCAMONGA COUNTY WATER DISTRICT STANDARDS. FLOW METER SIZE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO NOTES: CONSTRUCTION. " 3 4WASHED CRUSHED / US ED _ 1 INSTALL PER LOCAL CODES. MINIMUM DISTANCE DOWNSTREAM F AGGREGATE BASE O ' PRESSURE SUPPLY NOTES: 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" UNINTERRUPTED PIPE I5X DIAMETER U FROM ANY T OF FLOW METER SIZEI . STRUCTURES OR HARDSCAPING. LINE FITTING I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. • 3. WHEN UNIT 2. INSTALL IS NEXT TO A STRUCTURE MINIMUM DISTANCE UPSTREAM UC URE IE. WALL BUILDING S EAM ET ( ETC. LL CONTROL VALVES A MIN. OF 12 FROM STRUCTURES OR HARDSCAPING. ) PRESSURE SUPPLY LINE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. �. UNINTERRUPTED PIPE (10X DIAMETER MOUNT TEST COCKS ON OPEN OR NON—STRUCTURE SIDE. F 4 4. PLACE VALVE. BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. O FLOW METER SIZE) ORIENT UNIT PARALLEL TO STREET. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. • 5. SCREEN• UNIT WITH SHRUBS WHENEVER POSSIBLE. 6. ATT ACH •METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 6. DIALETIC, FITTINGS ARE REQUIRED FOR CONNECTIONS OF VALVE NUMBER. DISIMILAR METALS. 7.. VALVE PER STD. 518, REQUIRED BEFORE BACKFLOW. PREVENTER N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA WHEN MAINLINE Is 3 OR LARGER. �p APPROVED BY, TA N CITY OF RANCHO CUCAMONGA, CALIFORNIA � APPROVED BY. STANDARD PLAN TA L N 0 CITY S NDARD PLAN V O F RANCHO NCHO CUCAMONGA, CALIFORNIA o QUICK COUPLING VALVE WITH METAL � o. is APPROVED HYD v � STAKE — FOR NON--TURF AREAS 535 , -- 3 or smaller 518 w FLOW 'METER INSTALLATION STANDARD PLAN j APPROVED BY, REDUCED PRESSURE STANDARD PLAN Ill CITY INEER �_ TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > 516 BACKFLOW PREY w CITY E G NEER DTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION tr R.C.E. 249y3 SHEET 1 Of I w CITY E NEE ENTER !R.1C. 24953 SHEET I OF 1 cr D TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY INEER `� 17 R.C.E. 24953 SHEET 1 OF I ATE USE WITH STANDARD SPECIFICATIONS.FOR PUBLIC WORKS CONSTRUCTION N = R.C•E. 2495Nam ,� SHEET I OF 1 LVE W/ METAL STATE K QUICK COUPLING VAJ (FOR NON-TURF AREAS) VALVE FLOW METER INSTALLATION H PLASTIC VALVE BOX &• COVER:' STRUCTURE Oq �► ETCHED "OC" (CARSON OR EQUAL HARDSCAPING i FINISH GRADE 6" MIN. i AT GRADE IN LAWN AREAS 1' 8 MAX. TO SPRINKLER — ANGLE PIPE TO' SPECIFIED DEPTH WITH 45' ELLS SCH 40 PVC MALE ADAPTOR — — • • SCH P — 80 VC UNION . "SNAP—TITE' WATERPROOF 'i1 `Yd BRASS OR PVC NIPPLE CONNECTORS OR EQUAL 33 DNP QUICK N z ELECTRIC CONTROL VALVE COUPLING VALVE — 3 WITH PURPLE Li PLASTIC 1= — 1 oq LAST C VALVE 80X RUBBER CAP z MARKED "IRRIGATION RCVSTAINLESS 5 EE(CARSON OR EQUAL) SCREW CLAMP w L :II I— I I I I= Q r� ETCHED WITH CONTROLLER MINIMUM (3) PLACES Qq AND VALVE' SEQUENCE z � 3/4" WASHED 6" MIN. FINISH GRADE ao CRUSHED °►^o 0 o d a° :M Q I O AGGREGATE BASE > D► • 'e • 14 o •� S pop° °• — A u ►e ev v.ev , e _ a e a e _ SCH 40 BRASS NIPPLE I I i,�_-;I If I —III SIDEWALK lu I —I „o„ SENSOR MOISTURE SCH 40 BRASS NIPPLE 24 LONG' 00000 IWHERE (�I REQUIRED 3" :glHl PIG TAIL EXPANSION —I LOOP (MIN. 24" LONG) z ~'— y SCH 40 BRASS 90° ELL FLOW BRASS ANGLE III- VALVE W/UNION SCH 80 PVC 900 _ II— 3/4" WASHED STREET ELL SCH 40 BRASS 900 III .Arp 'a:o• CRUSHED AGGREGATE PRESSURE SUPPLY STREET E I �=IIo~•ao• z ,•o- LL • 0. LINE FITTING ;• ,piP = ; ,ArP ;aQ6 I 4 REBAR STAKE IT o•'o•v cO d.o• o. f2417 11 IT " LONG) _ o'°'� I I: PRESSURE SUPPLY LINE SCH 80 PVC NIPPLE CONTROL & COMMON WIRES NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, QUICK COUPLING VALVE BRASS NIPPLE STANDARD PLAN cQ• � - FOR ALL ' TURF AREAS . 536 SCH 40 PVC SXSXT TEE 'w CITY N JNEER ATE USE WITH STANDARD SPECIFICA71ONS FOR WORKS KS PRESCONSTRU TI ON SURE SUPPLY LINE R•C•E• SHEET 1 DF 1 NOTES: was 1, 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL .VALVES IN PLANT BEDS WHEREVER .POSSIBLE NEXT TO SIDEWALKS, L QUICK COUPLING VALVE FOR ALL TURF AREAS " 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR- HARDSCAPING. N 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. to 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND D VALVE NUMBER. CITY Off' RANCHO CUCA Q MONGA CIT'Y OF RANCHO CUCAMONGA, CALIFORNIA. APPROVED BY ' o RECOMMENDED BY: cv �� APPROVED HYD REMOTE CONTROL VALVE WITH STANDARD PLAN Q CITY ENGINEER: `w. 01;1 C.E. 24953 DATE SHUT--OFF VALVE &_UNION 520 Q SUBSECTION SHEET w CITY INEER ATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953SHEET I OF l0 _ NORTHEAST PARK L-8 OF 11 PROJECT SHEET N / DATE BY / DATE 0 DESCRIPTION OF REVISION BY 12 • of 29 M REMOTE CONTROL VALVE WITH SHUT-DEE IRRIGATION DETAILS DRAWING N0. UNION . ENGINEER APPP VED v I , .y PLASTIC VALVE BOX (CARSON OR EQUAL) 24" STRONG BOX MODEL NO: LONG)PIC-TAIL COMMON WIRE (MIN. 24" STAND ALONE CONTROLLER WITH ANTENNA � � 56 24SS/120V } a 1� ? m BRASS GATE VALVE - LINE SIZE ANT 1 ANTENNA PORT ► z EPDXY FIILLED LOCATED - D OUTSIDE OF BOX. z CAP AND PIG TAIL PILOT WIRESNOTE: w 5 QTY. AS REQUIRED INSTALLATION/LOCATION ttttLtt tLttttCL tttttt COAXIAL CABLE ENCLOSURE TO BE GROUNDED PER Q Z PER CITY AND CALSENSE ttt��t �LLt ttt LOCAL CODE. GROUND ROD TO BE FINISH GRADE — PLANTERS ONLY REPRESENTATIVE' ttttLtLL�t tt L`�ttt _ LLL L L L LLL LL L Ott"tttt `L1`Ltt CALSENSE CONTROLLER LL CONTROLLER` INSTALLED INSIDE ENCLOSURE. ON Lt tL�L�tt`�`tLtLLL LLttttLLL MODEL NO. PER PLANS CONTROLLER SIDE. `� `t7 • LILLLtLI LLL LgLtI.L`tL,L L III=1 II=III=� 11D. , I 11=1 I = = N VOLT DUPLEX -•-�► CALSENSE HARNESS FINISH w _I=I OUTLET (GFCI) ® GRADE II I I I 3'-6" X 3'-6" X 6" CONCRETE z MATCH CONTROLLER 1- 8 II Z z I I-I I MIN. I�� I L'742q FOOTING INSTALL A MINIMUM OF (� SCH. 40 PVC . 3" ABOVE GRADE AND SLOPE I PRESSURE SUPPLY w III SIZE. ATTACH IRRIGATION _ 1 I' . I I' • •_= TOP TO DRAIN AT MINIMUM OF 2%. , _ _ REMOTE PIGTAIL. MFG. •I I i I.. • •I CN UNE SIZE PER PLAN CLEAN BACKFILL - SEE PER PLANS _ �(V (D lD SPECS. FQR MATERIAL. I —J •.• • •• COMPACTION REQUIRED FIELD WIRES Go !! !! COMMON WIRE/CONTROL WIRES IN p I I— -III—III—I I I I i I i-'III- III- 3" SCHAD PVC CONDUIT. -t-- FLOW z I_I NON—PRESSURE LATERAL LINE: 120 VOLT WIRE IN RIGID STEEL I 6" _ p f SCH. 40 SNAKE PIPE IN CONDUIT (PER LOCAL CODE) 90° SWEEP ELL LJ —III II_ TRENCH TO POWER SIDE OF CABINET (TYP.) D D Q I ) ENCLOSURE' MOUNT 10" 16"' In III PRESSURE $UPPLY LINE: SCH. 40 CL. 315 SNAKE I o p e a _ ANT 1 ANTENNA PORT EPDXY � � � v V• O HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF ZD A• ' PIPE IN TRENCH NOTES: PHOTO ELECTRIC SWITCH FOR SECURITY F- BOX. INSTALLATION/LOCATION c a a a a 4- LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. —III I I—I I 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL PLANS. CONTROL WIRES BUNDLE CODES. LOCATION TO 8E APPROVED IN FIELD BY THE CITY INSPECTOR I - 4 `'1 I I I 3/4' WASHED CRUSHED = - - N AND TAPE AT 15' O.C. AND PRIOR TO CONSTRUCTION. ELECTRIC METER PER SCE I ��- I '!I -I� I AGGREGATE BASE INSTALL ADJACENT TO 2. CALSENSE CONTROLLER MODEL N0. — PRESSURE SUPPLY LINE CONTROL WIRE SEQUENCE TO CORRESPOND 70 THE PLAN'S DESIGN PER PLANS. L- -J SCH. 40 PVC SLIP END _ SEQUENCE OF REMOTE CONTROL VALVES. REFER TO CONTROLLER CAP - WHERE APPLICABLE -III;III= I I —I I ;'III—III—III- INSTALLATION STD. TYP. PROVIDE 6" MIN. OF SAND 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH SECURITY LIGHT I I J 6 —I I BEDDING AND SHADDING BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE TIMER REQUIRED PER L —1 NOTES: WIRE AT THE ENCLOSURE. PLANS. FINISH I 1. PLACE AGGREGATE PRIOR 70 INSTALLATION OF VALVE BOX. . 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. GRADE 8' GROUND ROD 2. INSTALL CONTROL .VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 2" SCH 40 CONDUIT $� j I I I I I 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE FOR SECURITY LIGHT MIN. I 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. CONTROL VALVES. WIRING. I I .I L. 1 I • + • . 29 120 VOLT WIRE IN RIGID 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE: — • • - STEEL CONDUIT (PER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CON1ROla_ER AND 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO I - , - LOCAL CODE) (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER I-) 1. �r: , — � . I � _ . - - I I . I I I - - I i i � : - I I I I � - - . ,� '�11 I I - — I - . �, ��;� I . I __� - I I - I -. 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I _ " - A. _;'�,. 1�_!�.��_,.�F?�t ,- -1 4� 1W;%,k1:!1' , 'f -_�k I -,��,,��rl'-�'12�.-:U.,-,��'�Z'--"�,,-.��-"T��4� ".9--ik"�V- -!.19'�-�Mk�iVl`$'0-;�,v lt�.�Vtxt'�`�All W:,;"� _.�t� ,,:�:�"rj�n' *c �1� " '74t-, , , _x � , � I I I � � - I I I � . I I I ''.'', , , __ ! " I � I . C I . - " . _� ", - . I j I I/ . 1 4 "I � I f , `111'� - .1./' I� � I PLANT LEGEND: . . i , 1), i ",.." I" 11 � . � ( � f � I .� , 1 �011 , '� , � li , � 1� � � � ---________________� � �: , ��4 I I. � I �. I . I C �' I I "I 1� � � 11 . IT' . �I I I � I " - � . ,I .1 ) , �Al I -� � -1, - I I I '�, \ i I '. I � �,", ) ( I -f I I 1. ., ; A , I I ! I ! � �. - Z� 1 2 ") I 11 I SYMBOL 130TANICAL NAME/Commoo Name SIZE '.COMMENTS DETAIL OTY 11 i . � -- , I I i , . . I I . 11 � � " , , I I . 11� � I I �, I '. I - I ,P 11 1 " � I � � / I I ,_,r' I , � �"' � � I 1� TREES: . . i 1� � �, , / , "/ lf� i I " 1, --�_`, 1, I " 1,If I., 1- 15 ,-.---- - I , " , ,\, I �, I I I -/1-"" I I I I � � I - 11 . , I I . I ) �, "I I I _/ � I � I I I ) I - / k, . I I . . I (1, 'I', " ,__,"___ ., - ,� ,,,_�,-.. �_ 1, �1� I I -1 � I ' 00- -1; ! , , I T' 75��, _,��, �,� '-,,, k , 1, -�. - _ T PLATANUS RACEMOSA 50% 24" Box Standard B 1 , Z'�i I � I ',____� I � _,__ _,,_�,` -11-1,-, -1-11 --W,-11,11,.....-"'..--1_,-"___ __"___N�, J I._1� , , ,� , - __ - .111' ', - " , ,' __. " ,� - ,.- , ' :, I "" , . ,-:,��""-�",�--"�,,�,,,"�' , _ _' " � " - , I , � ) � I , _-,- "'A � I � 1-I �..", , , .-, . ___ �_ � ,_ - - �-, _ __ ,- I 11 I California Sycamore 50% 15 Gal � 1�, . 1 .1- -, I__.../ - _ I I - I ". "I'll, I I 11 I 1�_), 4 � t, . _-, , ;;1r_ __. � _-, _ _ 1 I I I ___ __ - _., __ I . r � , 11- I � --I , .... , - I I "I �� I ; �� I I �I I �1� I I �� I I �I ., I I I I I T-2 EUCALYPTUS CAMALDULENSIS 1 5 GAL. . BID 47 i � � �� )I . - ��_ �) � * - . - 11 .1 1.11 " I I . . � I I I 11 Red Gum ) .: 1� I , I 11 I � , I . � I , I I- � - � I I I I - . I I . I " ��1.1��4 1,I,4,� ,I �1 �, , , I ,. " � I - I I . �", I 1� I I I I-� , � I � � .I- I... � - I I I � . I .1 I � . -. � . I I� 11 I , - �I N�l I 11 I.-I" t j; I I I I I . I 11.I I � I �I . I I � I f . . 1. - , 11 I �-I,. - - I � I- - I �- -�__ ... - � I I I I 161.,,.I I 3�1�,,.1 j o.Y,I .:v,"",,-,,,,,,,;-,,"'_IS,',,4V 1""..';- � �,I.-.--1�. --�._---�,- .- ,... .-—.___,—-,�,I 1,-1111-—,,______— �-1 1- . "I-I.�"I i I 1-,,, ., I I � � �I ,.I '., , � I � I - -- I -_,.� - �It-,---��_",1,*I � - , �_4�_11%_- 1 T-3 JUGLANS HINDS11 24" BOX Standard B 47 � 1� 11 1, f-* -J,r-,�f I-,-'--,*-. �\*1,N"L%l,-,`�!',V,T*- \,I,A ,/ ) , 1,,\;,,I I,.-"I.'-,,I I - ,',_, i I - I ,� - - , , -, "."N-1,.- , ,�__" I ,� T*-V,`�Ilc t��,,�,.%.Irt',�A.4!t�,,-,k-,,.4L-I'% , ,-,\\*I��-,. 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I I � �1 f I � - 1, " ��4 '\-�`__-",",�/�,,\" _%-,z'�-,i-�,._\/_, ,,�-, , " � I I i � , � � - 1I /_ j:,t_\ "�,",-1--A) . . i i I � I I ,--,:-,I��i G-4 'PACIFIC MEADOW SEED MIX: 200 lbs/acre .1 t ) i;-,�y-f-";,�.1--,;--" ", - _\�,V,.:�,-,;�,_I_\/;,\,,C-, ,i,, "I I ) I I � i �,Qt_ SED WITH CONSTRUCTION FENCING TO PARTITION . ��, I I I I I � �t !", " I I , '�.7, ,,, , '41�:,,_,\�\111*�_ � I , .� I ", , , , J, - - �N PLACE BY JUNE 17,,1996. AREA SHALL BE EN- , 1-41�7_ _ � ,-,,;I0�,/,_%1 , ; I 11�11� I , \ X d �,;f��,� , /!/" . , , ,--,k,\�\�-\,,'.,'/-,%"�,,"\-\, \"\!�\,�' I -""\q k i � P-I<,','1,`-,;-,-%-,,_,,��, 1�,, ,-%,-,I _\-"_,\%-/%,-,\'v ,%, � 0 �, 0 � - �,,- ,,,, �,� C � -1,_',�'L,I' ,\_':�-,�7 - % ',,',-,,,,,N\:�,-,t;,," I I I . _�,- ,,,,,,I"�"\ " " 2 I /<*,\,�' , �� I � I ,I,,�" _, - 'I.� �� '� ` - -,v_\'J:,-� i i I I%, ffl-D A EA INDiCATED. 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A - . �, 4 0 RECOMMENDED BY: .. � . - oz .7:]W I .NOTE: .ROCK COBBLE PER . I r CITY ENGINEER-_�� 6 � - lo"Awc.01.1 CZ: � , 6' 1 1 � DETAIL 0, SHEET L-2 . A- I . T.T. 1�. 249�- . DATE SUBSECTION SHEET i , I = � . A , . �. L-10 OF 11 :1 I � . I . I . A RK I PROJECT SHEET :: � � I I = � — BY / DATE BY / DATE � I 1 . 14 OF 29 1 1 1 1 1 . 0 1 O' 20' 40' 80, A DESCRIPTION OF REVISION . I PLANTING PLAN - . DRAWING NO. DESIGN Crly I . . . 7Z) I 1 I ENGINEER�; APPROVED I r-"WN , . . I j � I il - - ,r';�I 6V* � - I —--- — II,IIIIIIII,.IIIIIIIIIIIIIIIIII I I , . !�; - - ,�_.%i,'r, '1A .--:!��,. -_ `�:��`"!�,,,J`11,.`� `L":,�,,��,W',�&,tl,VeL, :,a 14�1,�Vt �a;t�Kw:w -�'e�,,,,,,�P,,`],:I�, :',"S"�-,is;` 1_ .. � 4 `�? _. - - _�' . I- .1 ,! � 11 11 I � . 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T, � f �,,�l I 11'� I Ml� I r 1'� I I I .� - ,I "I I" r, I I -1 1 1 - 14 �� I I 7 T 11 - I I � I , [ I I I 'I ,�,+1 , I I 14 I I 5 1-11 e I I — I I . _Q I . I I � It ! I t i , I�Fj_ I I , k_(z �� I I � -, v I r , I I I I, 1 117 11 it -1_\z_1 �1�1' I - I .( , I I 11I T I _` - 11", "I`�_�"` - , - 11 - "� �,,r_i)7-w - I _-:_=� I I I I 1-� 1�111 ) I I I � � I . � i i I , i � � � I � � � . . I I I 11 11 I � I I - _. .1, � � � I - I - �` . - . I I - - 1 -1 -- I I I . � I - � � I I - - I ! - -- - - � - � - I . �1-1 � - . - � - . 11 l , LOOP HOSES TRUNK N / NOTES: 1" GREATER (TYP.) 1. REMOVE NURSERY STAKES �\� THAN DIAMETER, W E 2. STAKES PARALLEL. 0 BE PLUMB AND G E TREE PERPEND \ ( ` / 3 TOKPREVAILING W ND.ICULAR S �, J TYING PLAN w E �. * TOP TIE TO BE PLACED AS LOW TOP OF STAKES BELOW HEAD �G ONE HALF OF SPACING AS POSSIBLE ON THE TRUNK TO ALLOW FOR WINO FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH P�� NEW RUBBER HOSE OVER WIRE LIMIT OF PLANTER /AREA REQUIREMENT BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. ` J \-J AT POINT OF CONNECTION. S Q��\�� r OR ALLOW THE HEAD TO DROP. MAIN TRUNK GALV. STEEL CABLE SPACED a TOP TIE TO BE PLACED AS EQUALLY AROUND TREE - w_ COVER WITH 3/4" DIA. X 3` * , I (2) SETS OF CINCH TIES LOW AS POSSIBLE ON THE CLASS 200 WHITE PVC PIPE. d° SPACED 24" APART ATTACH WITH TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW TOP OF ROOTBALL TO > FLEXING OF THE TREE. BUT EXTEND 2" ABOVE LODGEPOLES. TO 3" HEAD OF TREE WHERE NOT SO LOW AS TO LOSE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. FINISH GRADE &e � 12" MAXIMUM �1 • "ARBOR GARD" OR EQUAL IN THE HEAD TO DROP. MAIN TRUNK 2" DIA. LODGE POLE PINE STAKES (2) SETS OF CINCH TIES SPACED 24" TURNBUCKLE (TYP.) TURF AREAS. TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAN, APART, ATTACH WITH GALVANIZED xu 2" ABOVE FINISH GRADE DRIVE A MIN. OF 6" INTO UN- SCREWS TO 8' LODGE POLES. TIGHTLY COMPACTED 3" BERM DISTURBED SOIL AND POSITION TURF TO FORM WATERING BASIN FOR x STAKES OUTSIDE ROOTBALL. 2" DIA. LODGE POLE PINE STAKES RESIDENTIAL AND GROUND ORIGINAL GRADE 72t- M WITH WOOD PRESERVATIVE STAIN, COVER INSTALLATIONS. f v T BERM TIGHTLY COMPACTED DRIVE A MINIMUM OF 6" INTO 4" WOOD CHIP JQ IN PLACE TO FORM WATERING UNDISTURBED SOIL AND POSITION MULCH IN PLANTER. BASIN. PIOCATED OUTSIDE OF STAKES OUTSIDE ROOT BALL ' EQUA I I=I I II II I I)I - T. ARBOR,GUARD IN TURF AREAS AND - - „ • FRONT YARDS. : TOP ABOVE OF NIROOTBALL SH BGRADE. EXTEND 2" _ I I� I II I II I IIII III '' NATIVE BACKFILL WITH III III _- I I TIGHTLY COMPACTED .BERM TO FORM �I I�I NO ROCKS GREATER WATERING BASIN FOR RESIDENTIAL AND ROOT BALL THAN 3" DIAMETER GROUND COVER INSTALLATIONS. LOCATE I. I I ROOT BALL I I(-I I OUTSIDE OF PLANT PIT. BERMS IN TURF /t-� 1=III /�I'/�( =III= AREAS TO BE REMOVED PRIOR TO CITY PLANT PIT TO BE (2) 1(/I I` ACCEPTANCE. NATIVE BACKFILL WITH I _ -I TIMES THE WIDTH OF 1 )))/1\( NO ROCKS GREATER I�I I I I(-I�I I I I E3I I I I I NOTE: ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL THE ROOT BALL. -III - - _ - THAN Jr DIAMETER. I I I I-I I I I i I l�I�I I i I DUCKBILL EARTH ANCHOR I==I S I I I I t-��I T SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON -III—III—III: III—III—III— I=III=III=I I — -- W PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. i=III=I I�I =III=III=I I = —1 I�I I I)I / I III — — — — — 68—QU ?OTAL SYSTEM I�I I I�I I I—I� OR EQUAL 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR I—III—III—III-I I I-III—I I PLANT PIT TO BE 2 r SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER III—III=III=III=III=i II=III--III—III- TIDES THE WIDTH OF ROOT BALL. UNDISTURBED NATIVE SOIL. -1 j I-I j I j - - - I-II 1-I I III / / III UNDISTURBED NATIVE SOIL. SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING IIII—(II=III—III— I I II FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. —I I I—I I IFI I I—I I�I I I- (I // `OOT BALL II I_ NATIVE BACKFILL WITH NO 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES I I=III-I -I(I=II ROCKS GREATER THAN 3" DIA OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE NOTES: I(I _ _ _ _ _ _ ILI _ _ I I�I NOTES: I I—I�I—III—III I—I�I—III—I I I—I I� �I I I—II I I 1. INSTALL GUYS HAND TAUT TO LEGEND ARE ESTIMATES ONLY. III—i I I-1 I I—I III—I I�I I I I I L=1I I�I I I I— PREVENT DEFORMATION OF LIMBS. 1.'REMOVE NURSERY STAKES I 2. STAKES TO BE PLUMB AND PARALLEL. NATIVE SOIL UNDISTURBED 2. WIRE SHALL BE CLAMPED OR 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N CRIMPED NOT TWISTED. e TOP VIEW . • - � � TWICE ROOT BALL WIDTH m IN CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA 0pppRDVED CITY OF RANCHO CUCAMONGA, CALIFORNIACITY PLAN NAPPROVED CITY OF RANCHO CUCAMONGA, CALIFORNIANDARD PLAN {p APPROVED By, SHRUB AND GROUND COVER STANDARD PLAN av APPROVED BY+ STANDARD PLAN DOUBLE STAKED TREE TREE GUYING DETAIL DOUBLE STAKED TREE ON SLOPE SPACING 508 w 505 � 5 GAL — 24 BOX 502 W I _7{�/ /{t 36 BOX OR LARGER 503 CITY E EER TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION wDTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY E G NEER 7E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY WEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 SHEET 1 OF 1 CITY N�INZEIEhRSHEET I OF 1 ¢ R.C.E. 4953 ¢ R.C.E. 24953 cr R.C.E. 24953 SHEET I OF 1 ¢ R.C.E. 24953 ,roti s� '^Y IL t� r; F11 i F SHRUB AND GROUND COVER DETAIL D DOUBLE STAKED TREE ON SLOPE BDOUBLE STAKED TREE DETAIL A .TREE GUYING DETAIL _. 3 u, 4 �i r–TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. EXTEND 2" ABOVE FINISH GRADE 4" OF COMPACTED WOOD CHIP MULCH. HARDSCAPING (CONCRETE HEADER, III-III=1 I III—I I—III{ CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE I—III I I I—III—III- ROOT BALL III—I I II I II 12.. TOP OF ROOTBALL TO EXTEND 2" I( - - PLANT PIT TO BE (2) TIMES THE ABOVE FINISH GRADE —III—I I I—I(IIII--III--I I�I I III—III WIDTH OF THE ROOT BALL. ORIGINAL GRADE I—IIIEII1=III=III—III—II NATIVE BACKFILL BACKFILL WITH NO ROCKS II—II —I i i—I I I—I I I—I I I—III—I I�i i I—I III a GREATER THAN 3" DIAMETER. -� Z — — — — — — — N •–I 3" BERM TIGHTLY COMPACTED INF--I I I—I I F1 _ I--III-- . II II II I II I)I PLACE TO FORM WATERING BASIN =III= _ --I11--III—III—III 1-111 -- I I—I I I—I I I-1 I I—I I I—I I I—I 11-1 I I _ _ _ _ NATIVE BACKFILL WITH NO —I t I--I I I I I I I I I I I I—I I I=I I I=III=III" III=I I I=I I I=I I I I— III— ROCKS GREATER THAN 3" =III I I=1 I I_ DIAMETER. SHOVEL CUT EDGE COMPACTED 11=1 III=I I I;II UNDISTURBED NATIVE SOIL. NATIVE SOIL – ROOT BALL _ II�II III I NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE PLANTPIT TO BE (2) TIMES THE OF ROOT BALL. DO NOT CRACK ROOT BALL. -III=III=III=1 I=III-I I-I I-i I I- WIDTH OF THE ROOT BALL. NOTES: ko I- 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL —I I—I I=III—III—)I I I i—I I—I SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. _I I i—III—III=1 I I=1 I I=1 I I I i—III— N -" 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND o CITY OF RANCHO CUCAMONGA, CALIFORNIA pEG�� INTO EDGES AT GROUND COVER AREAS. UNDISTURBED NATIVE SOIL APPROVED BY, STANDARD PLAN ` �, #, 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. IotiTE CONTAINER PLANTING 506 , 4, PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. ca w CITY INFER USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I 1+J Q� NOTES: a,C.E. 24953 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOT BALL. cf lJ� OR Q, � o • OF Gd1l1F��\ C ot"i 1A.__PLANTING DETAIL._...- CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA N {p APPROVED BY: STANDARD PLAN • APPROVED BY. STANDARD ^N CONTAINER PLANTING ON SLOPE MULCH INSTALLATION 509 507 0 WeNEECITY OF RANCHO CUCAMONGA w CITY E w CITY INFER E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIOND TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF ! ¢ R.C.E. 24953 SHEET 1 OF 1a.c.E. 3 ® APPROVED BYRECOMMENDED BY: CITY ENGINEER: L 24953 Nut X SUBSECTION SHEET NORTHEASofPARK 11 p PROJECT SHEET BY(DESCRIPTION OF REVISION �� fff �� PLANTING DETAILS 15` 29 G MULCH INSTALLATION E 'SHRUB PLANTING DETAIL (ON SLOPE �°• X, DESIGN CRY ENGINEER APPRONEO .:G i , - , -1 . 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I . I I �� I I I . - . .. : . . . I . , I . I CITY OF RANCHO CCA .. . . A .. . . . � APPROVED BY 'I ' � - , ,,, RECOMMENDED BY. � . . I . , , " , � .. . ". . . � I . , I . - CITY ENGWEER: �'o, . . e� . . . 2 L^-S . . . . I . . . � , . . - . � . . . I I . . . I . I It . SU8SECT" SHEEr A I I I I . --- - -_ .� I .. . I NORTHEAST PARK E:'1 01: 6 A � I � .. I PROJECT SHEEr � . I . I . . 8Y / DATE 1(o. OF 09 ' fff / OATE ELECTRICAL SITE' PLAN .-, - I . A DESCIUPTION OF REWSION . DESIGN cay I DRAWING NO. I ,, . . . ENGINEER APPROVEO I --------- - � --1111 .- " 1-1-1--'s- ,.,,,,,-,',, .,I��- �:1��.... I "' -_�� , - "III,-I I I - IX-. - . -, __ amjm;;X�l I 10 I . , - . _1*_l!ml!l____l;_ __ .1.11111 I 5 tpB , _�e�_�,__,�I � �;, � -1 , __�_ -I- 71 �'.�V:.Zavl�.,_i,41!4,��-�, -. _o :ti "."11k,! � �`�-,,-,V -, W= __ I'll -11- I � I __ , `14i�,g , " - " '. _!1i . 1-��,tK*-"�.�,��,,�_,-,,�'Z�'.1',�.�,f�', ' -11 .� �, I- r &xUM,_1'1Zam",=wM!1&m.1 mz� �i ��.L6��iaA_1_1�il%_k&�, �� =LA.L-I .Z_i__11&�-------11 ,.;�� 11� 1;.27_1111_,� itaa��-�-!Lt.A--��-�--t-�(-�'Li'llf-r.�.�;2fi,aL_1__L�11_ `___._rL_: ,.L" , - 1 i ,�': .1, �11 �� 41:, " Z :��_ V!�,, , r ,A`,*_,,_"�" - . -1 - - ____ `� I , , , , - , , �_, , I I I 1\ � , , , - ,- N " -, ' h 11 I , 11 . I 1 1,11-3--1 _."j , , "" // ," * , I \"� , - 11 I "� , �, - I , -___I—- - , / _�_�� _1* / I `" , - __�� ',, ,-, '_ �.,"/ j I � , , / / VI - "\", , i s a-rx ")__ -� " -- -- .,- � - � Ir , . , -, , C )JI — _ _ 11 - 11 ,-� _(_/ _/_�:: k --I j1\v1'1j, .- , __ C- , , \f_11 , - , i _� I i ) � I , "- - ) - " , -4 - , r"'r- , .,"_,__�,_" --- ��,, ,'' I - I 1 _7_ _ __,_1 ` I �T�11_111 I ,_ I _//\\�� " .1 ( ;,, " �� 14 1 \\ I I I I I I I � I � I � I - I - � I - I � � I I - � . 11 - :: GENERAL NOTES FIXTURE SCHEDULE SYMBOLS LIST 5YM. LAMPS .V WATTS DESGRIF'TION MOUNTING ® SURFACE MOUNTED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE. I FIELD VERIFY ALL EXISTING SITE AND BUILDING CONDITIONS PRIOR TO 17 ALL CONDUIT ONLY INSTALLATIONS SHALL HAVE A PULL WIRE OR ROPE NO. HAM TYPE SUBMITTING ELECTRICAL BIDS OR COMMENCING WORK. NOTIFY THE ENGINEER INSTALLED. CLLJ RECESS MOUNTED LIGHT FIXTURE IN GYP-BOARD CEILING - REFER TO FIXTURE SCHEDULE. OF ALL CONFLICTS PRIOR TO BID FOR CLARIFICATION. HIGH PRE55URE 50DIUM PARKING LOT 1 150 HIGH DIRECT BURIAL HITH CAST P�ZE55URE `ER 18 PROVIDE UNDERGROUND PULL SECTION, METERING AND MAIN DISCONNECT I80 HOUSING, 50 PRISMATIC, POLYCARBONATESODIUM STRIP LIGHT FIXTURE - REFTO FIXTURE SCHEDULE. 2 VERIFY ALL NEW PROJECT SERVICES PRIOR TO SUBMITTING ELECTRICAL BIDS DEVICES, IN STRICT ACCORDANCE WITH THE SERVING UTILITIES AND GODS LUMINAIRE 5 DISTRIBUTION, INTERNAL WALKWAY/PARKING LOT LUMINAIRE - REFER TO FIXTURE SCHEDULE. OR COMMENCING WORK (ELECTRICAL, TELEPHONE, TELEVISION). NOTIFY THE ENFORCING AGENCY. DIFFUSER, ENGINEER OF ALL CONFLICTS PRIOR TO BID FOR CLARIFICATION. FUSING AND BRONZE FINISH MOUNTED ON A Iq ALL PROJECT CIRCUIT BREAKERS SHALL BE FULL-SIZE MOLDED CASE THERMAL 12'x8" DIAMETER WOOD POLE. U SURFACE MOUNTED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE.3 THE CONTRACTOR SUBMITTAL OR BID SHALL INDICATE THAT MAGNETIC, AUTOMATIC TRIP, PLU16-IN OR BOLT-ON TYPE CIRCUIT BREAKERS QUALITY LIGHTING #H5-20-V-HP5-150-208- Q- SURFACE WALL MOUNTED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE. HE/5HE 15 AWARE OF ALL JOB 51TE CONDITIONS, ACTUAL PHYSICAL SHALL BE RATED 10,000 RM5 5'YMMETRICAL AMPS, MINIMUM, WITH -75 DBZ-PL-FDFD-MOD.-KOPPERS# KI-1906 LOCATIONS, AND WORK TO BE PERFORMED. DEGREE CELSIUS MINIMUM TERMINALS. REFER TO THE PROJECT SINGLE LINE OR APPROVED EQUAL. =0 DUPLEX REGETAGLE, WALL MOUNTED FIELD VERIFY HEIGHT PRIOR TO ROUGH-IN DIAGRAM FOR ADDITIONAL INFORMATION. 4 THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SIMILAR TO TYPE "A" FIXTURE EXCEPT 1 150 HIGH DIRECT BURIAL SHALL FOLLOW THI5 INTENT AS CLOSELY AS POSSIBLE. REFER TO LAND50APE 20 CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO (2) SETS OF ALL B EQUIPPED WITH TYPE 2 DISTRIBUTION. PRESSURE ARCHITECTURAL CONSULTANT PLANS FOR CLARIFICATION OR CONTACT THE BROCHURES, Of MANUALS, CATALOG GUT SHEETS, SHOP DRAWIN65, QUALITY LIGHTING #H5-20-2-HP5-150-208- SODIUM =0 GFI-TYPE REGEPAGLE, WALL MOUNTED FIELD VERIFY MOUNTING HEIGHT PRIOR TO ENGINEER. ETC. IN THREE (3) RING BINDERS TEN (10) DAYS PRIOR TO THE COMPLETION I80 DBZ-PL-FDFD-MOD.-KOPPERS #KI-"18/I6 ROUGH-IN OF THE PROJECT ALONG WITH GINE (1) SET OF MYL;AR ELECTRICAL "A5-BUILT" OR APPROVED EQUAL. 5 PROVIDE ALL JUNCTION BOXES, PULL BOXE5, GROUND WIRES, PARTS, AND PRAW1NC-5 FOR THE PROJECT. FLUORESCENT SIGN LIGHT 1,41TH CAST 1 32 F052T5 GRADE NECESSARY EQUIPMENT REQUIRED TO INSURE THE INSTALLATION OF THE 21 CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER, CONTROL C ALUMINUM HOUSING, CLEAR ACRYLIC LENS, 5PX55 ® JUNCTION BOX, ACCESSIBLE AND MOUNTED FOR THE APPLICATION DENOTED ON PLANS. ELECTRICAL SYSTEMS 15 CARRIED OUT IN ACCORDANCE WITH ALL GOVERNING WIRES, DEVICES, CONDUITS AND .OUTLETS TO RENDER BRONZE FINIAH AND ELECTRONIC. BALLAST. �, STATE, COUNTY, LOCAL CODES AND THE PRESENTLY ADOPTED NATIONAL IRRIGATION EQUIPMENT OPERATIVE. REFER TO IRRIGATION 50 HYDREL #47qcl FL52-24OV-EB OR v JUNCTION BOX, WALL MOUNTED. FIELD VERIFY MOUNTING HEIGHT PRIOR TO ROUGH-IN. ELECTRICAL CODE (N.E.C). DRAWIN65 FOR CONTROL SGHEHATIGS. APPROVED EQUAL. 6 ALL EXTERIOR EQUIPMENT SHALL BE U.L. APPROVED FOR THE USE AND 22 ALL SUBSTITUTIONS OF ELECTRICAL EQUIPMENT SHALL BE SUBMITTED IN FLUORESCENT 8"x48" FIXTURE WITH 2 32 F052T8 SURFACE ENVIRONMENT EXPOSED TO. WRITING TO THE OWNER'5 RI-PRE,5ENTATIVE TEN (10) WORKING DAYS PRIOR D COMPOSITE HOUSING, VANDAL RESISTANT 5PX55 -_ __ FLUSH MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. TO BID AND TO THE ENGINEER No LATER THAT ('7) WORKING DAYS BEFORE 65 DIFFUSER AND ELECTRONIC BALLAST. 4P BID TIME. SUBMITTAL SHALL INCLUDE, BUT NOT BE LIMITED TO, COST L17HONIA #DM-252-AR-120-555-TP OR - 7 PRIOR TO THE SUBMISSION OF ELECTRICAL GRANGE ORDERS, THE ELECTRICAL SURFACE MOUNTED ELECTRICAL PANEL50ARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. CONTRACTOR SHALL NOTIFY THE ENGINEER A5 TO THE REASON FOR SAID AND SAVINGS, WAPPROVED EQUAL. WRITTEN REASON FOR SUBSTITUTION, A WRITTEN STATEMENT THAT THE DOLLAR AMOUNT PRIOR TO COMMENCING WORK. FAILURE TO DO 50 WILL IF THE SUBSTITUTION 15 APPROVED, THERE WILL BE NO DELAY IN DISTRIBUTION SWITCHBOARD REFER TO SINGLE LINE DIAGRAM. VOID CHANGE ORDER REQUEST. DELIVERY, CONSTRUCTION TIME OR COST TO OTHER TRADES. IF REQUESTED, SAMPLES OF ALL ITEMS WIRED V+11TH PLUG FOR 120 VOLT OPERATION SHALL GROUND CONNECTION, SIZE A5 INDICATED OR AS REQUIRED. 8 ALL CONDUCTORS FOR EVERY SYSTEM SHALL BE PERMANENTLY IDENTIFIED AND BE SUBMITTED NO LATER THAN FOUR (4) WORKING DAYS BEFORE BID TIME. TAGGED IN COMPLIANCE WITH 05HA STANDARDS. (SEE FIXTURE 5GHEDULE NOTES FOR LIGHTING FIXTURE SUBSTITUTION SINGLE POLE WALL SWITCH, SUBSCRIPTS AT SYMBOL INDICATE THE FOLLOWING. INSTRUCTIONS). a,b q PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, ETC., 2 - DOUBLE POLE NEEDED To INSURE A COMPLETE AND OPERATIONAL ELECTRICALSYSTEM UPON 23 PROVIDE ENGRAVED PLASTIC, NAMEPLATES FOR SWITCHBOARDS, PANELS, 3 - THREE WAY COMPLETION OF WORK. TERMINAL CABINETS, TRANSFORMER PULL BOXES AND ANY OTHER MAJOR o, b, c, ETC.-IDENTIFICATION OF OUTLETS CONTROLLED AND NUMBER OF SWITCHES ELECTRICAL ITEM. PLATES SHALL BE 3 PLY, BLACK FACE, WHITE GORE AT LOCATION. 10 ALL MATERIALS SHALL BE NEW AND OF THE SAME MANUFACTURER FOR EACH WITH 1/4" HIGH CONDENSED GOTHIC LETTERING. SCREW-ON ATTACHMENT CLA55 OR GROUP OF EQUIPMENT. ALL EQUIPMENT SHALL BE U.L. L15TED ONLY, NO ADHESIVE. FOR THE INTENDED USE AND SHALL BEAR THE APPROPRIATE LABELS. ® PULLBOX, SIZED PER N.E.G. OR A5 NOTED. 24 WHERE A CONFLICT OCCURS BETWEEN THESE NOTES AND THESE DRAWINGS OR )rRTIGHr FLEXIBLE CONNECTION r0 EQUIPMENT. ANOTHER ELECTRICAL SPECIFICATION ISSUED AS A PART OF THESE INDICATES HEATH 11 ALL MATERIAL5 SHALL MEET WITH THE APPROVAL OF THE DIVISION OF DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER FOR 1—A-135 INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. CLARIFICATION PRIOR TO COMMENCING WORK. HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMEBR INDICATES CIRCUITS. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE 25 SUBMIT SHOP DRAWIN65 FOR ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT STANDARDS ESTABLISHED BY A.N.5.1., N.E.M.A. AND N.B.F.U. INCLUDING BUT NOT LIMITED TO: .SWITCHGEAR PANELBOARDS, TRANSFORMERS, CONDUIT RUN CONGEALED. 12 P.V.G. CONDUIT WITH CODE SIZED GROUND SHALL BE INSTALLED IN LIGHTING FIXTURES AND CONTROL PANELS. ALL SWITCHGEAR FOR UTILITY UNDERGROUND USES ONLY. CONDUIT RISERS AND 5TUB5 ABOVE GRADE, AND METERED SERVICES SHALL BE SUCONDUIT RUN CONGEALED BELOW GRADE, 3/4"G MINIMUM. SUBMITTED BY THE CONTRACTOR TO THE ± 2" ± 2"ALL SERVING UTILITY AND APPROVED PRIOR TO FABRICATION. CONTRACTOR X CONDUIT RUN EXPOSED COATITNG.NG. S SHALL BE I.M.G. WfTH HALF-LAPPED TAPE COVER OR P.V.G. SHALL SUBMIT 1/4" SCALE PLAN OF ALL ELECTRICAL ROOMS, SHOWING THAT CLEARANCES HAVE BEEN MET, USING EQUIPMENT FORM THE SHOP DRAWINGS. BRANCH CIRCUIT WIRING, 2 #12 IN 1/2" CONDUIT OR AS NOTED OR SYMBOLIZED 3.. 13 THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH GRADE - * - ni uI iii I/2 G-6#12 THE PRESENTLY ADOPTED EDITION OF THE N.E.G., REFER TO GROUNDING DETAILS IN THESE DOCUMENTS. ° I I= I-1I 1 _ E7II3/4"G-8#12 = ° e 1= I1= I!_ � 14 CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY P` BUILDING PERMITS AND UTILITY CHARGES. COORDINATE AND PAY FOR ALL ° ` J > e ` ° CONDUIT STUB OUT, GAP 4 MARK. TEMPORARY ELEGTRIGAL SERVICE CHARGES. COORDINATE TEMPORARY 2" CLEAR - °5 o `a ° a CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR To INSTALLATION. S LIGHT MIXTURE GALL OUT, "5" INDICATES FIXTURE TYPE (REFER TO FIXTURE SCHEDULE), 15 COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD ON ONE (U YEAR AFTER 100 2 "100" INDICATES TOTAL FIXTURE WATTAGE. NUMBER ADJACENT INDICATES QUANTITIES. (NUMBER 15 SHOWN FOR BRANCH CIRCUIT PURP05E ONLY, NOT FOR MATERIAL TAKE-OFF). � DATE OF FINAL ACCEPTANCE BY THE OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED HA PANEL GALLOUT, "A" INDICATES PANELSOARD OR EQUIPMENT DESIGNATION "E-I" '�- AT ONCE. INDICATES SHEET NUMBER OF PANEL SCHEDULE. E-I 16 ALL CONDUCTORS SHALL BE CODE GRADE, 600 VOLT GLASS, COPPER, MARKED O REFERENCES A PLAN NOTE, REFER TO NOTES ON SHEET, OR A5 DIRECTED. 24' ALONG ITS LENGTH SHOWING MANUFAGTURER'5 NAME, MAXIMUM ALLOWABLE VOLTAGE AND SIZE. CONDUCTORS SHALL BE TYPE "THWN/THHN" (WET OR GO CONDUIT ONLY, WITH PULL ROPE. DRY). ALL CONDUCTORS SHALL BE INSTALLED IN APPROVED METALLIC WP WEATHERPROOF RAGEWAY5. ALUMINUM CONDUCTORS ARE NOT ALLOWED. ur PROVIDE FURNISH, INSTALLED AND CONNECTED, COMPLETE. SWITCHBOARD FRAME G CONDUIT CONTINUOUS 4"X5.4#/FT. STEEL AND FLOOR MOUNTING WITH ANCHOR BOLTS AT EACH CHANNEL BY MFR. E/G EQUIPMENT GROUND (GREEN) CORNER OF EACH 5WITCH50ARD Q o o p SECTION Q SET ANCHOR BOLTS AND LEVEL STEEL L CHANNEL PRIOR TO 5/8" DIA. GALVANIZED ANCHOR POURING OF FINISHED BOLTS WITH I" HOOK TYPICAL SLAB. t\ 4-1 MAIN SWITCHBOARD ANCHORAGESCALE 13 NONE 51 NOLE LINE O I AORAM NOTES: MAIN SWITCHBOARD "MSB" INTERIOR OF PLATE ENGRAVED "SYSTEM GROUND". WITCHBOA FULL WIDTH X i/2" DEPTH X 2" HIGH REQUIREMENTS ON JOB SITE WITH S.G.E. GO. PRIOR TO BID. I TERMINATE FEEDER PF 120/208V. - 50 - 4W - WEATHERPROOF 5 AT S.G.E. GO. TERMINATION LOCATION PER BUS BRACING SHALL BE MINIMUM 50pO0A. S.G.E. GO. REQUIREMENTS. VERIFY EXACT LOCATION AND TERMINATION BARE COPPER BUS PLATE ATTACHED TO WALL H/ 112" SPACERS. REMOVE SYSTEM GROUND, SEE DETAIL "2" SHEET # E-2. PAINT A7 POINT OF ATTACHMENT TOTAG d IDENTIFY SWITCHBOARD. 600 AMPERE BUS EACH GROUND. O ALL CONDUIT AND CONDUCTOR SIZES ARE BASED ON METALLIC I 2 COMPRESSION LUGS BOLTED TO PLATE. CONDUIT AND COPPER CONDUCTORS WITH TYPEDRILL AND TAP FOR REQUIRED NO. 3 "THHN/THWN" INSULATION. M F-1 SIZE OF LUGS. f� ALL FUSES SHALL BE CURRENT LIMITING TYPE "LPN-RK' 400A5 200A5 I#3/O BARE COPPER 70 THE MAIN MANUFACTURED BY BU55MAN OR APPROVED EQUAL. 5P 5P FLOOR LEVEL 5W I TGHBOARD. PANEL PANEL S.G.E. GO. '72 Xqb TRANSFORMER MP SF �J ALL CONDUCTOR TERMINALS AND EQUIPMENT ENCLOSURES PAD BY CONTRACTOR PER 600A 400AF 200AF SHALL BE RATED '75dG S.G.E. Co. REQUIREMENT . 3P ) I � J EACH INDIVIDUAL SECTION OF THE MAIN SWITCHBOARD SHALL BE BONDED 8 10 TO EACH ADJACENT SECTION WITH A BONDING JUMPER. SYSTEM iGRDUND MAXIMUM AVAILABLE CURRENT SHALL NOT EXCEED 42,000 AMPERES SYMMETRICAL PER S.G.E. CO. _ 2 TWO 20 FOOT LENGTHS OF #5/0 BARE COPPER EMBEDDED IN CONCRETE ® MAIN 5NITCHBOARD "MSB" SHALL BE EQUIPPED WITH OVERGURRENT FEEDER "PF" O IIFOUNDATION "IN. 2" ALL AROUND DEVIGE5 WHICH ARE U.L. LISTED AS BEING 5ERIE5 RATED IN CONJUNCTION 1-•4"G.O. PER ARTICLE 250.81(6) OF IggO N.E.G. WITH BRANCH CIRCUIT BREAKERS IN 5UBPANEL ON LOAD SIDE OF (UFER GROUND). OVERCURRENT DEVICES. O 4#5/0-211C. FEEDER "F" 2-4"G.O. GROUND DETAIL 50ALE II 4-2"G.O. STUB OUTS, SEE SHEET #E-I FOR EXACT LOCATION. NONE 12 CITY OF RANCHO CUCAMONGA 0 APPROVED BY RECOMMENDED BY. CITY ENGINEER: a . . . . / .G.E. 24953 SU8SECTION SHEET NORTHEAST PARK OF 3 Q PROJECT SHEET d DRAWING NO. DESCRIPTION OF REVISION I GATE gY / DATE ELEC.TR I CAL SCHEDULE & I? of Z"I SINGLE LINE DIAGRAM �A'-E 1 DESIGN CITY � NONE ENGINEER APPROVED DETAILS +1 ✓ v 4 FOR CONTINUATION SEE FOR CONTINUATION SEE SHEET #E-1 SHEET #E-I `� 23 23 CD 23 D 23 3 65 ' 23 D 3 3 65 MENS ROOM ELECTRICAL PLAN SCALE0' d3 WOMENS ROOM ELECTRICAL PLAN SCALE 0' 2 LOCATION: MAIN SHITGHBOARD 120/208 V-3 m 4W PANEL __ _-__------___ BUS RATING 225 AMP I_1 PARKING LOT/WALKWAY LUMINAIRE, MAIN: LUGS ONLY MOUNTING: FLUSH SEE FIXTURE 5CHEDULE./ VOLTAMPS VOLTAMPS _ LOCATION mA Q>B mG -LTG REG MIS GIR BKRZ A B G BKRCIR MI5 RE LTG--mA 4>5 (PCLOCATION ` PARKING LOT LTG 630 7 _ _ I 20 20 2 _ _ 3 2"10 WALKWAY LOT 1 2� 630 - - - 3 2 - - 2 4 - - - 2"10 630 '1 - - 5 0 20 b - 4 --- ( ( CENTER BORED 8" DIAMETER --- - 630 - - - -1 2 - - t 8 - - - 360 - - WOOD POLE IN COMPLIANCE -- - -- 6 - - - -- -- WITH ANSI STANDARDS 05.1 540 6 - _ q O 20 10 - - 6 540 ---- I----------- (SPECIFICATIONS --- ------ (SPECIFICATIONS AND DIMEN51ON5 - ---- ---- 540 _ _ _ 11 2 -f 2 12 _ _ _ 540- --- ---- -- FOR WOOD POLES). POLE SHALL BE - - 540 --- 6 _ _ 13 20 120 14 _ _ b 540 FOR CONTINUATION 51 E FULL LENGTH PRESSURE TREATED TO __ - __-- -- - - --- - N 60 POUNDS PER CUBIC INCH OF WOOD PARKING LOT LTG 540 - - - 15 2 ( 2 Ib _ 540 _ WALKWAY LTG - SHEET #E-I WITHGGA WATERBORNE PRESERVATIVE IRRIGATION CONTROLS 500 - - - 17 i - I I8 - 2 - 1200 SOCCER FLD. REG. PER AWPA STANDARDS G-I,G-4 AND P-5. -- -- LIGHTING CONTROLS 500 - - - 19 I -- I 20 2 - 1200 _ - ''�l I I STORAGE SHED 130 22 - 2 _ 1200 - - -- - I 24 - 2 -- _ 1200 50GGER FLD. REG. _ - 21 21 II RESTROOM BLDGS. 3q0 b 23 I - --- - ----- SPARE - - _ _ 25 1 --- - I 26 _ _ _ - SPARE SPARE - - - - 2"i I - -- I 28 - - _- - - SPARE -- 2 D SPARE - - - - 2q 1 --- - 1 30 - - - - SPARE ( I SPACE - --- _ �- _ 31 _ -- _ 32 - - - - SPACE ---- 2 I/2" CENTER BORING FOR THE --- ----- ---- - -----_ - --- _ ENTIRE LENGHT OF POLE - - _--- = 33 - _ 34 --- - --- - ---_--- ---- 3q _ - _ 40 SPACE -- --- -- _ _ _ 41 _ - - - _ 4:21 - - - SPACE (PA = 46-70 (PB =4260 00 = 49'70 NOTES: TOTAL CONNECTED VA = 13,400 VA1 PROVIDE AN 8 POLE CONTACTOR WITH 120\/ COIL CONTROLLED BY LGL: 0125% 1,100 = 11,5"75 VA PHOTO-CELL "ON" AND TIME5WITGH "OFF" OTHER LOAD = 4,800 VA �1 PROVIDE AN 8 POLE CONTACTOR WITH 120\/ COIL CONTROLLED BY TOTAL PANEL LOAD = 16,115 VA PHOTO-CELL "ON" TIMESWITCH "OFF" -- --- ------- -- ---- --------- ----- ----- - ----- ----- FEEDER AMPS = 44.9 AMPS II SCALE GRADE II MAINTENANCE BUILDING 1/4" 1 1-0. 1 _ II II - LOCATION: MAIN SWITCHBOARD 120/20B V-3 m 4W �A - -- -_--- PANEL - --- BU5 RATING 400 AMP - - MAIN: LU65 ONLY MOUNTING: FLUSH VOLTAMPS VOLTAMPS LOCATION �A �B 00 LTG'REG MI5 GIR BK A B G K GIR MI5 RE LTG VA pB 00 LOCATION CONDUIT AND CONDUCTOR LEAD-IN SOCCER LTG (FUT.) 4250 _ 8 - - 1 5 J 5 2 - - 8 4250 500CF-R LTG. (FUT.) ACCESS LOCATION. - - - 5100 - - - - 3 - - - `a - - - 4250 4250 - - - 5 3 - 3 6 - - - 5100 4250_ 8 - - 7 5_ 5 8 - - 8_ 5100 4250 --- - - - q IO __._ - - 4250 5100 - - - i l 3 3 12 - - - 4250 ;f 5100 ---- 8 - - 13_ 5 5_ 14 - - 8 4_250 _ - - -- 4250 - -_- - _ 15 { 16 - - - - 5100 ---- 4250 - - - 17 3 -- 3 I8 - - - 4250 _ - --- -- --- -- -- -- ---- ---- - - -- ---- 4250 8 - _ Iq 5 5 20 - - 8 4250 -- -- -- 5100 _ _- _ 21 - - E 22 - - - 4250 ---- -- ---- -- - SOCCER LTG. (FUT.) 4250 - - - 23 3 3� 3 24 - - - 5100 SOCCER FLP. REG SPARE - - - - 25 I - 26 _ _ - - - --- - 5PAGE -- - 5PARE - - - 27 I - 28 - - - - SPARE - - - - 24 2 I - 30 - - - - SPACE - - - - 31 ----- _ 32 33 - - _ 34 - - - 35 5-1 40 - --SPACE - --- _ - _ _ _ 41 _ - 42 _ _ _ - - SPACE (PA, = 35-700 APB =36550 mG = 36550 NOTES: _ TOTAL CONNECTED VA X 08„800 VA PROVIDE A SEPARATE BARRIERED COMPARTMENT AT TOP OF CITE' OF RANCHO C U C A O N :. =136;000 YA PANEL FOR (4) b POLE CONTACTORS AND A 4 CHANNEL LGL: ®12590 108800 REC4�tid�l OTHER LOAD 0 VA ELECTRONIC, PROGRAMMABLE TIME 5HITGH. APPROVED 6Y • TOTAL PANEL LOAD =136000 VA - -- -- -- _-- ---- G.E. 2495 QA CITY ENG�r�EER. /�'� � ` FEED AMPS = B'I7.8 AMPS - Slf8SEGTt NORTHEAST .PARK QPROJECT " E /� BY / DRTi�Y I QATE _ 50ALE SCALE G DESCRIPTION OF REVISION DESIGt GI71f ELECTRICAL DETAILS DRAWINGF-NG _r FIXTURE TYPE "A” 3 "B" DETAIL I/4"=I'-0' 5 PANEL SCHEDULE NONE "�� ,a�PRovEo ,,` A . V 131 301 Y 10' Y-10' Z'-10' 2'-10' e. 4• 4._0.� 4' 20 1'-9' ! t0'-0' -0' BEAM 81R BEAM BX3L I--- aLl BEIM LINER BL3 BEAM LINER BILI .o• 7a A '.r Yi. c NOTE AFTER ERECTION ATTACH 6 1 i to Go GI BEAM UNERS TO BEAMS N •- N W/.125 DIA POP RNETS SMIIAR •r ! t F TO INSTALUNG COLUMN COVERSIT • � �� R t • °D YMC o BEAM ABX ac o I I o a BEAM ABI ex0 - W1.4xW1.4 �� A ' N 2v , N I1 -a�-aaa� ms-ws-�..s-"fa�a-s-Baa-s�-•as•assa�ea--ma�as-oaf s-�a►s" a-Maass-as-sa��-m►-srs s�-�- REINF THROUGHOUT SLAB 0 L LQ> ~ I r Q V �z N V • Q • 9m � t7I t7i • ♦0 p `--o 1 o� 8 1� N N rp 0D 1 UR' A n w N � N 8 N U OD BLl BEAM LINER BL3 BL1 N (� BEAM 821- BEAM BX4R O ZT b N LAV ` o t <+ 11'-11 1/2' D t /A DOOR FRIJAE BLOCKOUT • _ _ ROOF FRAMING PLAN co co 3/8' - 1'-0* N 2' 4' 3'-4'* 3' T 2'-6' 2'-6' 6' 10' 3'-O' 10' 1'-9' 18'_0• 1._9. N *DIM SHOWN IS MW. RECOMMEND i BLOCKOUT 1/4' LONGER AT EACH END 'A FOR EASIER FIT OF DOOR FRAME. STYROFOAM BLOCKOUTS ARE FURN. ' I EF6R EF3 EFSL ! f i E CIO�,r---- ` 3' 3'-9' FOUNDA1I0N ANCHOR BOLT PLAN 6' 10'-3' 6' N RDI RD4 RD4 R04 R04 RD4 RD4 RD4 R04 RD4 RD4 RD3 RD3 RD4 RD2 1/2' 1•_0• f N ELEVATION J RC113 io `�? ;,� •,,� I I 1 I (F4 1 I 11 I 1 I ( 3 I I I 1 A ® V h .A I I a � • N I RD2 RD4 R04 RD4 R04 RD4 R04 RD4 RD4 RD4 RD4 RD3 RD3 RD4 RD1 � U M T N N O Q T • A I N A EF8L EF3 EFOR r ,i j V I T ,f a: A r r r r r r r r r r r r r r � RC67 N RC47 N 10 AT 1'-4' 13'-4' D' 9' 1'-4' 1'-2' `° uo 6' 3'-4' 'n 5-7" 1/2- ROOF DECK PLM 3/8' - 1'-0' BASE CHANNEL A ANGLE PLAN 3/8' m 1'-0' J3088A FOUNDA110N NOTES; ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF 1 - BK1 DOOR BLOCKOUTS ARE FURN. CITY OF RANCHO CUCAMONGA CUSTOMER'S ORDER BY SUPER SECUR MFG. CO. THIS DRAWING TO BE USED IN PLACING PW--1115-G 11•-3' X 15•--0' SERIES 3 IAENS' 1 - BK2 DOOR BLOCKOUTS ARE FURN. MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT RESTROOM BUILDING JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB, - TOILET BOLT HOLE SLEEVES ARE FURN. Q CONCRETE CURBS OR GENERAL BUILDING DIMENSIONS. 37 - 1/2" x 8' HOOK BOLTS ARE FURN. APPROVED BY �� "� � .• �: �� RECOMMENCED BY: REV 12-11-90 JWALL CONCRETE 2500 PSI MINIMUM AT 28 DAYS. Q CITY ENGINEER: R.C.E. 24953 DATE FOOTING SIZE AND REINFORCING SHOWN ON FOUNDATION DETAILS ARE MINIMUMS. FOOTING SUBSECTION SHEET SUP + XIT 'G. CO* SIZE, DEPTH AND REINFORCING ARE DETERMINED QCl 1114J tJl1BY LOCAL SOIL CONDITIONS AND LOCAL CODE RE- NORTHEAST PARK A'1 OF 10 A DIVISION OF ACORN ENGINEERING COMPANY QUIREMENTS. TOPS OF CURBS MUST BE. SMOOTH Q AND LEVEL AND ANCHOR BOLTS MUST BE SET PROJECT SHEET EXACTLY AS SHOWN OR BUILDING WILL NOT FIT BY / DATE BY / DATE MENS RESTROOM BUILDING 19 of 29 P.O. BOX 3527 PHONE: (818) 333-2543 RANCHO CUCAMONGA, CA CITY OF INDUSTRY, CA 91744-0527 FAX: (818) 333-4109 TOGETHER. NOTE BLOCKOUTS IN SLAB FOR DOOR Q DESCRIPTION OF REVISION FOUNDATION, BASE CHANNEL, DRAWING :(;ii DESIGN CITY DATE OWN BY JOB NO. SHEET FRAME SPREADERS.BLOCKOUTS APPROVED «,� 5--25-87 JD .A 3 ROOF FRAMING, & DECK PLAN ... ... . .... a.m rr w.... . ...,....-.. ...r.+yua+- ...-...x,«. .,w v' -'W^.h.wrw....r..r,......... :,.. ., Y' ,.nr•s w+*r ...M... rr A' - aM F .,...... T ,. . ...,.... .. -,.«.w .. ,„ ,y.n.... , ..w:...,.,r rn.,..h 4.: Y...-.ww...fi.n,....xat,'LRr..,q+7. ,.w r w+a�. o w.o y v'F.♦, .. P. w,,......, , .._ .. .,,. .,..yr.,.^,av-. ,,,.,. ..•,,.x,. .q.« ,• •...-a+, 'w...�,^.+.. . ,rs..«a+e•.,.••...w..c r.ae ,... ,... . ,.M,.�.;pz'�r.a+rtx n:wwr *S. 7 � _... .. -... ,.»..., !a... ...,.....vim.. ,.y^..,..- .+�..... ,,,,.+i.-r.,. .a.-p•.........,...:,-3. -.....�.;.n.v..Sr.eN^(.:rewfr�;-+!TA+• A-5'w .,A....,r9 r.:.T..._.y. ... ...R_....y{r,..;.«w,•�.+N' a+.. t 's � s , 7r�p ,w.p's ... , , ... ... ... �. ,...,:....r.,,.. ,_ .H. +.-,ie.•„r.,..w*.. ,a+T^'.n'.>.t:,.�,...., ...,yw,.,rey... ... rro.r...o r.:wo,,,•gu-,-. ♦ wa•*, -..v,u, i.� a^.+5 r,,g�^' *. � t....-"' iA :, .q we x r!".•R. y. .. ,. Aloz S_p• le e ol 1•—Q'' r—d 2'-0• r—Or r—Op' e ol Lno 4 1:3,�_155--_ I SIS S24 S24 S24 S24 c3 DEL • C2FR m 0° C2 CC Ute -U24 - -- -U24A U24 - - -U24 - '— is t x u S-7• 1 1 N t 2v 9 Iv t I e b 1 o h 1 m t • 1 eD + + b D ® UR � N r • N EI MION 0 t � •p �. VAT�QN__f LAv I + .1 S • �ckc CC8 U24 U20 U24 U24U24CIL _ _ _ _ C2FL D9R S24 — S20 $24 S24 16 S24 2' 3'-0' 20 2'—O' I'-8' 2'-0' z'-0' 2•-0' 8' 3'-4' 8' 3'-1)' 8 4'-0' Q' N I h I I MSIR ` ♦ ® t.LAIA 1 I N A 3/8' ® V-0' ` 3 1 ♦ Q ♦ 0 O SEE HANDICAP NOTES BELOW FOR FD(TURE i MOUNTING HEIGHT'S i i i i i i ELEV 11A ON K ELEVATION E 1 1 I t ' 1 N I t i F i HANDICAP NOTES, MEN � � 'WOMEN' AND HANDICAP ACCESS SIGNS ARE PROVIDED. 60" DIA TURNING t i CIRCLES PROVIDED IN RESTROOMS. 30' CLEAR UNDER LAV APRONS. HDCP WC SEAT AT +180. STD WC SEAT AT +18.5'. 1.5" DIA STN STL GRAB BARS AT +33': 38' LONG BEHIND HDCP` WC do 48' LONG AT SIDE OF WC. BOTTOM OF HDCP MIR — _ ROR AT +400. HDCP UR UP AT +17 0. a-EVA� STD UR UP IF ANY AT +19'. J3088A ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF CITY OF RANCHO CUCAMONGA CUSTOMER'S ORDER BY SUPER SECUR MFG. CO. THIS DRAWING TO BE USED IN PLACING PW-1115--G 11"-3' x 1b�-0" SERIES 3 MENS" MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT RESTROOM BUILDING JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB. Q CONCRETE CURBS OR GENERAL BUILDING DIMENSIONS. APPROVED BY ,� /�r r RECOMMENDED BY: CITY ENGINEER: t. l / . REV 12-11-90 ISM Q C.E. 24953 DA SUBSECTION SHEET I(l( SUPER SE"ClUK M ,G. COO 0PARK A-2 of 10 NORTI�EAST PROJECT SHEET • A DIVISION OF ACORN ENGINEERING COMPANY Q a BY / DATE BY / DATE MEN'S RESTROOM BUILDING 20 of 29 P.O. BOX 3527 PHONE: (818) 333.2543 RANCHO CUCAMONGA, CA CITY OF INDUSTRY. CA 91744-0527 FAX: (818) 333-4109 � DESCRIPTION OF REVISION DRAWING NO. DATE DWN BY JOB NO. SHEEfi ENGINEER APPROVED FLOOR PLAN & ELEVATIONS t U cuc� 5-28-87 JD Al ......-.... ,. ... - . s . ,.. .. .. .. r: s. e. a. . ,,..,..,.m».. .. ,sr ......rr. ..t .... f' 't...:• .. r ... ✓ w•.M+.v -.M. .. t. ..Y ,. ,. K.a, .K. .?T .. .... ..- .. . ... «- r . ♦a ..... .,r:'..::.-..-- , ..;-.,,. - ..<- . •,... „..,,y. 1. i ^t. 't' ,..5 va.: r ..J^.Cl4', .. ... -..—•rr - , .. '.+'^ M'. .- '. .,.., ,., .�.,, .. :.. ...,,..... .:.:.,. 7: v ,i' '. ^s,e ..ars .,; k,. , t" .. w � .. 7p',rc +1' * �?'�# .e' 1F'' r� �,� 9.., x•;«a^bfi� ".,,w,r, „�.�� . J ' 1• Y i a n f y� 1167301 1y 6, 6• 1 r 3 �{ /y�j,{(��` ♦ply/�y�, Ile �/0 144 Sw, I —i-- - - POUR OOIJ( F,TE AROea'II� 2' 2 ) r 1 11 Os 01 MODESTY yam► PwR1 Ttiia FT.o 1 1/47 OOLUM 14 AF TW EJRECT40 4 ._ � •~`�._ -3/4'. 15 ta' 23/16' x11/2' x11 1 6- 15/1 3" x11/2x11 1 I rd� ` • Go GI BASE CHANNEL. Ge G1 r3ASE ANON 4s 1/'1' x.6' HOOK DOLT 1/2" x er HOOK DOLT I ( r��:a�, F w�/, r l CHAMFER PROJECTS 1• TYP PROJECTS 1- TYP r I 4' x 4' STYROFOAM I —1 FURN FOR BLOC KOUT � x 24' AT 24. OC TYP �+ x 31sT at 24- OC TYP �-+ ( � I I 4• Uh3C1 '.t YN`(vfOUT #4 CONT I 6X6-W1.4XW1.4 TYP #4 CUNT-' ) 6 txa W1.4xWl.4 TYP / T' z � I I ails-W'I.�1xW1.4 TYP I I ' P"`LL TOO AFiE 1HSTALlEk! ri I/r DEA PCP VERTICAL LY 1 7- --, r At 1 S / i�,\ / .�"� Y---•`"r.T 'T"^'`>,T—.'`*"�' \ \7""L" .. '�"""""T,T.d)""" '3"""". -41 o ' • . . ' . • .�. ' , • , x a, 13� ¢4 CONT I ` #4 CONT ,I 4 CONT •I _I S r 'L. to '.. 1'-0- MIN 1'-0- MIN 1'-0- MM 1'-0- DIA .. ,�,.. \� . �• f T �. r _ SEC110N A -C-711,0N_6E y, V 1�1�1� DETAILE 3/8- x 3/4' KH SLI 3/6' x 1 1/4' HH MACH 5/16' x 3/4' Hsi MACH SCREW AT 18. OC SCREW & HN AT 16' OC SCREW h HN (2 PER PANEL.) 13 Go (# WALL CAP -Re* 16 Go 01PANEL �' 11 ' ALL FULL HEIGHT DOOR SWING M OR OUT AS %%OWN ON PLANS o. Go GI CHANNEL 10 Go 1 1/2- DIAMOND PAT- �j X m 1/4- x S/b' Om WALL PANELS MUST BE 5/16' x 3/4' F4I MACH TF1R!'I WIRE GUARD W/12 Go � MACH 5'GTtEW It HN INSTALLED. ALL BOLTS 1 FRAME, HOT DW GALV AFTER SCREW R HN AT 18' OC f TIGHTENED AND WALL CAPS FABRICATION • 'ITS' INSTALLED E 3 x Y x 11 Ga GI DOOR FRAME , rf ZS . ROOF BEAMS AND ROOF - — —— — — — - �� PANELS ARE INSTALLED. SCREW AT 3/4- KH OCA 24 Go GI SNAP-IN COLUMN �;\ 3 00" AT PU9UC AREAS x 1a Go GI WALL 5/16- x 3/4' HH MACH °i CAP °' SCREW k I IN AT 16' OC •, 3 ns 18 Go (3 SMOOTH PANEL.- 5/16' x 3/4' HH MACH o• i 1 1 1/2' x 36' STN STL 00 a ^ jap-w to ao I V "EW Ar FW AT 1 a' OC GRAB BAR D05140 TOUT a x d I ts _ ___..1-11-11-111-- ._. __ P 01 SMOOTH .mac Z m� _ _ _ _ . 1 1/2' x 4e SIN STL. GRAS �S BAR AT SIDE OF TOILETi rs i3� x 25 13 x ,6 chi ro"' c� {� m t� v 3/a' x 3/4- HH SM a CO oo �z3 ao ao Its c � SCREW I OC AT DRILL 1/4' D(A HOLES & M- .-3 �1 n 3t ,r tt3 r x 3' x 1 1/20 x 1 1 1 a Go (X RUS'L1G PANEL W p / / MUD 5 ]Y CONN SPALL CRAB BARS AT +3$. N S N 13 I /"`' Go GI BASE ANGLE 3/4' x 2• "BAT151' AT a' OC 18 Go (A COLUMN LOCATE PER LOCAL CURE 18 Go GI COLUMN 18 Go 01 -RUs ncC PAN& W/ C CII 3/4- x 2' -BAT a AT 6' OC SEC110-N to �110N Q Ir If .IJ . , SECT10N s C nON ,� C110,�K 22 Ga GI ROOF DECK W/3' RIBS 16. OC FASTEN 1/2' EXT PLYWOOD TO ROOF DICK RIBS W/SLI SCREWS 1/4' x 1- HH MACH SCREW W/ OR SELF-DRILLING TLKS. INSTALL FINISH ROOF MAT'L AS REQI'D. 2 7/8' x 1 1/2' x 11 Go (4 NW & HEX W8 NUT AT 8' OC i CHAN14tl TOP CHORD FASTEN 20 Go GI END G i r 22 Go GI ROOF DECK W/3- RIBS 16. OC -•' CAP W/ 1/8- DIA POP G �� RIVETS AT 32' OC— � i 1/4' x 1' HH MACH SCREW W/' i i I -31 i NW & HEX Wei NUT AT 8. OC __ i pl LI I LL L �G - - - - -- - - �, — - - - - 2 - a/�6' x 3/6' TH k• ' II I i I SLOTTED MACH SCREW 11 Go GI RIDGE BEAM �� i I_ _ _ _ _ I I _ I k HN CONN BEAM 10 3- x 5' x 6- — — — — ROOF PANEL �1 2 - 5/16' x 3/4' HH MACH • �� 11 Go GI BEAM 1 I I 9CREW HN AT BEAM JOINT �� II i NOTE : CONTRACTOR �TO EMPLOY THE SERVICES OF A DRIP UP - - - - - -- - --- -., nx i — _ STATE LICENSED STRUCTURAL ENGINEER TO 2 - 3/$' x11/4' HH 18 Go C1 �' ~'�"' 11 -�— —— CERTIFY THE SLAB DETAILS, FOOTING SIZE AND MACH SCREW dt HN CONN COLUMN 3 - 5/16' x 3/4' M MACH _ BEAM PD ROOF PANEL W/11 ca SCREW & HN CONN BEAM k REINFORCEMENT SCHEDULE AS NOTED -HEREIN 3 - 5/16' x 3/4- HH MACH GI ENDS ROOF PANEL TO COLUMN REAM TO RXIE PANEL CON BT. CHORD is 4 3/6' x 1 1/2' x 11 Go GI BY SUPER SECURE. SCREW k HN CONN BEAM & CHANNEL AT END WALLS 6 2 7/b' x 1 1/Y ROOF PANEL TO COLUMN x 11 Go oI CKkNNM AT CHASE VUU1S SECTION FASTEN 20 Ga GI RIDGE CAP W/ 1/8- DIA POP RIVETS AT �� y SEC110N T 3e OC BOTH SK*S— � 4 J O88A ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF CONGGCUSTOMER'S ORDER BY SUPER SNTR MFG. CO. THIS DRAWING TO BE USED IN PLACING I�EA!`S R S"tR A BLDG W/�RUS"ifC E�f1 10R, - CITY ® �►N��I® U A ION MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT 5'--•0' OR 9#--0' PHASE AND FlNISHED ROOF 1 SCREW www d1 HQ( RETE CURBS ECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB, ROOF DECK Will NUT AT S' OC OR GENERAL BUILDING DIMENSIONS. Q -- A JOB AS SUPER s . , APPROVED BY / } ,!'" RECo1�MENDEo BY: REV 12-11-90 JSM ��..� � CITY ENGINEER: R.C,E. 24953 DATE 1mr IV A-off to A 11 ` i SUBSECTION SHEETS . Ifs{ I o 0 �r r �. p rj1 A-3 OF 10 A DIVISION OF ACORN ENGINEERING COMPANY 1V O T A l PARK Q PROJECT SHEET P.O. BOX 3527 PHONE: (818) 333-2543 ' ' BY / DATE BY / DATE MEN'S RESTROOM BUILDING 21 OF 29 CITY OF INDUSTRY, CA 91744-0527 FAX: (818) 333-4109 DESCRIPTION OF REVISION DESIGN CITY DETAILS DRAWING NO. 1 JDATE OWN BY JOB N0. SHEET A2 ENGINEER APPROVED i (o On-ai 9-18-90 JSM i - r-.-,.. ,..e.. �. ._.N...,.:. ..... -.r.-... .. ... ,.:.... .. "P-.. . r .. ..... w '.4.. ,f ep...:^hf'Vk •T,l.•! $ `r Y,7✓'a'`+ y - �'.. +�2'j"..k •n.wrm a r+arr-�.., v,.:w w 9. ' 'R` z► }' �.t�5rr-xaa a�1 137501 Y 1,7 . i ts•-o• • 5'-0' y 101-00� t rid--e• . �' 4'-0'► 4' 8' 2•—td' 7--to" 2'-t4" to• :t' t'_1i• �_0� t0•_0, t 1,—�• jol BEAM aX3R BEAM BI L _ . ._. - �o BL1 BEAM UNE]R BL3 BEAM LINER BL1 _. _. . _ - _�L DQ C. NOTE APTM ERECTIION ATTACH 1S Ge GI KAM Ll;ERS TO BEAMS 13 tv A W/.125 DU POP RIVEtS 1LAR ` f it � TO 1NSTALLWQ G41.U6AN 001eER3, � I i •-�- I n. a a zv 9 y 8 x 0 - W1.4 x W11.4 w BEAM ABX oc BEAM A81 REIINF THiROUG14MT SLAB iIr,1 ass s�,-zw=-�aw ww gar=-as s a ALSO&:&a*s ow s-i lms- CIA FD ARE OPPON& & NOT FURN BY SSMC m V M o4. A. iV h to iv Q O we ir Zk� . A 0 0 1 I N N Go (Z I BLt BL3 BLt _ N ' 2' BEAM BX4L BEAM B2R o LAV N b T • I N A N 6'-6 1/2* 1t'-1t 12' DOOR FRAME BLOCKOUT 001 00 ao ROOF FRAMING PLA n 3'--0' 10' 6' 2'-6' 2'-8' 7' 3' 1- 4. 2' *DIM .2•f0'M IS MRd. REGOYdMEW N OLOCKOUT 1/4• LONGER AT EACH ENDI• -g• FOR EASIER FIT OF DOUR FRAME. � STYROFOAM BLOCKOUTS ARE FURN. EF6R E F3 ETOL I r� � 1t'-3• FOUNDAIJ4N ANCHOR BOLT .PLAN 3'-9" 3" 6 4'-0 � 1/2' a i'-0' INSTALL SLEEVE RD2 R04 RD3 RD3 R04 R04 RD4 R04 RD4 RD4 RD4 RD4 RD4 RD4 RDI a FOR WC BOLTS j 0 15'-0' E EN W CURB 6' V-0' 9'-5' s 1 2' ON CHA`E SIDE. 8� ELaEVABON K � cc RC113 xc CF3 1 I I II I I CF4 •F--f It Y 10 i\ I Lo A to 1 c ct ,a N r j � RDI RD4 RD3 RD3 RD4 RD4 RD4 RD4 RD4 R04 RD4 RD4 RD4 RD4 RD2 u N � 'O N � I I N I I < O N i A �i GENERAL NOTES: ff� EF3 E>6R d a: I 1. SUPER SECUR DOES NOT PROVIDE SITE PLANS, SOIL REPORTS, FOUNDATION CALCULATIONS A j OR OTHER SUCH DRAWINGS AND DATA FOR EACH SPECIFIC SITE. r_ r r r r rr 2. A QUALIFIED LOCAL ENGINEER OF RECORD l r r P s p r 1 MUST PROVIDE A SITE PLAN, SOIL REPORT AND FOUNDATION CALCULATIONS AS REQUIRED BY N RC47 N RC67 LOCAL BUILDING OF-FICIALS. _ _ 3. A QUALIFIED LOCA ENGINEER OF RECORD t'-2' I'-4' 9' a' 10 AT t'-4' s 13'-4' t'-Y � «n MUST ALSO PROVIDE ELECTRICAL LOAD CALCULA- TIONS, ELECTRICAL AND PLUMBING SCHEDULES s 1/2- 3'-11' 7' S'-T 3'-4" s' AND OTHER SUCH REQUIRED BY LOCAL ABUILDING TA FOR AOFFIC ALS.SPECIFIC SITE AS ROOFELM 4. THE OWNER OF THE BUILDING PROJECT MUST 3/a• • I'-o' SPECIFY ALL MATERIALS THAT ARE NOT FURNISHED BASE CHANNEL ,& ANGLE PLAN BY SUPER SECUR. 3/8" - 1 J3088 ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF FOUNDATION NOTES: CUSTOMER'S ORDER BY SUPER SECUR MFG. CO. THIS DRAWING TO BE USED IN PLACING 1 - BK1 DOOR BLOCKOUTS ARE FURN. , MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT PW-1115--G 11`"3' x 15'--0' SERIES 3 WOMEN5' 1 - BK2 DOOR BLOCKOUTS ARE FURN. �) �' RANCHO �� JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB, RESTROOM BUILDING 1 - TOILET BOLT HOLE SLEEVES ARE FURN. CONCRETE CURBS OR GENERAL BUILDING DIMENSIONS 31 - 2" x 8' HOOK BOLTS ARE FURN. RECOMMENDED BY: APPROVED BY / �J T ,,�; REV 7-23-91 JLF ALL CONCRETE 2500 PSI MINIMUM AT 28 DAYS. CITY ENGINEER: S FOOTING SIZE AND REINFORCING SHOWN ON C.E. 24953 DATE 1 11JC FOUNDATION DETAILS ARE MINIMUMS. FOOTING Q SUBSECTION SHEET • ® SIZE, DEPTH AND REINFORCING ARE DETERMINED A DIVISION OF ACORN ENGINEERING COMPANY BY LOCAL SOIL CONDITIONS AND LOCAL CODE RE- NORTHEAST 'ARK A-4 OF 10 QUIREMENTS. TOPS OF CURBS MUST BE SMOOTH Q _ _ PROJECT SHEET AND LEVEL AND ANCHOR BOLTS MUST BE SET P.O. BOX 3527 PHONE: (818) 333-2543 EXACTLY AS SHOWN OR BUILDING WILL NOT FIT BY / DATE BY / DATE WOMEN'S RESTROOM BUILDING22 OF 29 RANCHO CUCAMONGA, CA O DESCRIPTION OF REVISION FOUNDA-TION BASE CHANNEL DRAWING NO. CITY OF INDUSTRY, CA 91744-0527 FAX: (818) 333-4109 TOGETHER. NOTE BLOCKOUTS IN SLAB FOR DOOR DATE DWN BY JOB NO. SHEET FRAME SPREADERS. DESIGN CITY ' ' CLOCA s - 7 JD A 5 2s-8 . ENGINEER APPROVED HOOF' FRAMING, & DECK PLAN - - % 0 e 9,w- j 2--0- 2'-0- -0' I,-$' 4 ' ! k, DBIR I 524 S24 $24 S14 %s ---7 f=-�- -- -!-l: Ef:- 02 U24 U14 U248 T U14 ul a CC !6 !V-70 cl -A to Cd J N 0 ii N c----1 r 1---4 L io wc IN !6 00 IN !6 ]ELYMEQN , f LEVATI-0-N 12- LAV 04 1 1 -0 U24 U24 U24 U20 U24 cce J, c2FR r CIR S24 S24 S24 S20 S24 D9L 2*-0, 2--0- ol 2--0' S-or* 20 o S-4- e I q 04 ---JL r; le 9 8a0* FOR K=Rf tj w"Tea [mQ4 m \-J, �4— flEVA-110N Q fl-EVABON PAINTING INK&C11ONSLti 1. UM METAL Alli MiNERAL SPIRIIS TO REMOVE ALL MANUFACTURING OR, DIRT AND MARKINGS. 2. EM GALVANIZED SAJRFA%S M114 SINCLAIR PAINT -GALVA—WA%i (PROMDED BY SUPER SECUR). SIJRFACtS �AAOULD fi TURN UNIFORMLY DARK '0404 ETC*iEO* 3. PAINT VAlli A PRIMER DESIGNED FOR USE ON GALVANIZED STEEL DO NOT USE A WATER BASED PRIMM 4. CAULK PANEL JOiNIS AS REQUIRED FOR WEATHER 'nGtiTNESS �M APPEARANCE. 5,. PAINT Mlli A SUITAEU E)(TERIOR AM AS WECIPIED BY OWNER. AN OIL BASED PAINT IS RECOMMENDED. COLOR OF INTERIOR AND EX-IMOR AND TRIIA- OEM -Em COLOR ARE SPECIFIED BY� OWNER, MAILMAL NOTES�- ROOF DECK GALV SHEET Fy.- 37 K�A MIN 011iF-R GALV %EET Fy. 33 K!A MIN BOLIS: ASTM A307 MIN CONCRETE fec 25W PSI MIN — 28 DAYS CONCRETE REJNF- ASIU A615 Or 40 1404 HANDICAP KIES; OMEN'. -WOMEN* AND HANDICAP ACCESS SIGNS ARE PROVIDED. 6(f DIA 'TURNING 311 CIRCLES PROVIDED IN RE ROOMS. 3W CLEAR UNDER LAV APRONS. HOOP WC SEAT AT -+18*. STD WC SEAT AT +16.5*. 1-50 DIA SIN SIL GRAD BARS AT +3-Y: Mo LONG BEIIIND HD(;P` \VC 8c% 4-3w LONG AT SIDE OF WC. BOTTOM OF HDC;P MIR-- ,: ROR AT -#W. HDCP UR UP AT +11". SID UR UP IF ANY AT +190. J3088 ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF CUSTOMER'S ORDER BY SUPER SECUR MFG. CO. THIS DRAWING TO BE USED IN PLACING DIMENSIONS AT MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL D PW—Ill&—G W-30 X 151-00 SERIES 3 WOMENSr a m JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB. RESTROOM BUILDING A CITY OF RANCHO CUCAMONGA Z.4 CONCRETE CURBS OR GENERAL BUILDING DIMENSIONS. • A RECOMMENDED BY: APPROVED BY CITY ENG REV 7-23-91 JY ENGINEER: R.C.E. 24953 ATE A SUBSECTION StHiEEET r UP1134 'no 144-VII HillGe q-/ A r A-5 OF 10 A DIVISION OF ACORN ENGINEERING COMPANY NORTHEAS I' PARK APROJECT SHEET P.O. BOX 3527 PHONE: (618) 333.2543 RANCHO CUCAMONGA, CA BY DATE BY DATE WOMEN'S RESTROOM BUILDING 23 OF 29 CITY OF INDUSTRY, CA 91744-0527 FAX: (818) 333-4109 A DESCRIPTION OF REVISION DRAWING NO. DATE OWN BY JOB NO. SHEET DESIGN m FLOOR PLAN & ELEVATIONS I ENGINEER APPROVED -3 CUCA*1 5-Zlill ' ; 7 JD All AK- r We k WC _.ADX T--T- Pi l �..I ., y,0..Mr.v dpi�„f, ,�'(• k_:..9�N'V. !. FT 1 iG'+l. .. , •.. Y,.✓t>. 'rPS,V•":�'. 1'• ..s.t r<M..; Y.'f iY n. 'y.. , ,' .. } 14...:, `� ,. - e 'aS'Y :Ys�•a ah 4a.. ,_ . ., �t^'f.. .,.. ^ro d•. ... s;' .aM. :. 1s+C r+•'ar'. ,w .ww d .'W^.v.•w'-. ? •.y ,.. �`f"i. ,. "' . '*Xi 'R r & . w: .s w sr rr ,,.> ..+, ,t ,. e g. _ -a x.. .. ._ r . :.. ,. .,. .- .. :. a :..: .. _.. .. .. _:�:•+, R;.rl +*.�1.Xr.r Yy,. t 'wP !+,., k+'a +L.. . - .. , . , �a .r .. :' • .> ro ..' . .; .., `"`� .ref' � ,"�" ro aT C +S"<;. a a" • , r.w x N r , , w Y ,x t• .. ' f ,,,y„ ,.. 7 s.. {.. -"i.. rrw+.,wc•-rte. - • :, .: ,! - ,f - _ . , r a ; t 1 4' �' WAX HAS T , t'6°: AROUND � �� a > w • r 11 Go a E�TY St2cEE�1 4 10 8" 1 16r 1 1A/'16• 13 trxI I ' 3' xI8' x111 � �� 1 stn AFt'LR Ems, Go vl „ • ! I c°na" AtOU 1/x" x a Now l r1A, L a2ti7.1r w D" FT'&u-r w/ I I G' x 4 1Pn H @Df.T Af fit EFCTKI+I t ie t 1. TY* � , ' .tE.O` i T`R , • AT 24Or I'llitli i'Olt . 14 x F FOC T`YP le x 3r at 2 00 TV,# E1LOC,KCkJT � I . . T Wt. cY1P"1.4 4 C I+IT ktPR.�§uTif1.4 SL.Gi'E I S' CCILUtAN CO"S 1P I fHOUT 1 . I - -Wt.� TYP Vi 1/8• DIA POP / � ��t.4 TOP FLO ARE INSTALLED ,.. `��,� �' . ,r ,r• a , .�`*"` *-':•--,r----;r-; :"�". . ;�-'."-"�,,.-_-+`> ♦ :►--•etc'. --`� . A�tY (?C Y s-�. VCR tCdkl..LY ifIr 4 f .:.,. , .. Y, ' ,: -. ;. .4iw-„,,,. mac' i- .,. ' .. • w,.-'� R1,. :. ., .:... �. �• / ,'` \\ / , r ;/' f r ! � � ' ,� f. .. _ . r .fir. �\ I I •\ r �,•` \ s ` < I f / / Ir I � ! >� ' , ,/rf / �/ / /�` ,rte/ ♦\/\ / ' �. .• . ' \ !6 Itza v� lD . . . . . r� r • - x , : f r ` . . . . is CONT / 4 T % 1 , % is CUIt b o ! CONT01 1 t t r Ilk 1-'0” MIN t•"-0" M� I f �•�. �►��,�mG�.�� • t'-0' DIA ,., -':`. •. t t, ', I Y1Cl a. 3/e x 3/4' HH :U 33W 4t t#N4A Ki � 3/1 e z 3/4' HH MACH W A tr OC SCOW d< HN (2 PEA PNM) , f 18 02 01 WALL CAP 'RS''• 18 00 Gt PANE"C W/11 • ALL FULL 192GHT t/ • DOOR SWING IN OR OUT AS SHOV0N ON PLANS a Go GI CHANNEL RE�1'NF WALL. PANELS MUST BE 10 Go T WRE QUARD W/Y2P�� '� � . 1/40 x 3/8' O`NH INSTALLED AL1, DOLI9 S 16 z 3 4 HH MACH fT2AtF, HOT DIP GALV AF RR tdA(2i SCtEUV dt HN � TtGti lT2 iED AND WALL CAPS r� / / -RS- INSTALLED QUORE FALRCA71UN SCREW & HN AT I r OC t ROOF f3EASr4SS AND ROOF 3' x e x 11 G0 (A DOOR F KAME 3/1!' x3 4' I-HSU g., PANELS ARE INSTALLED. ♦ 1 4I A 18' OC �r 24 Oa (:# STfiAP-W COLUMN a S c 00" AT PUIP.IC AREAS x a• Cm 'w •W� ` _ � 5/16' x 3/4' I IH MACH � d °I' I �Ji, :�G'REW 8 HN AT 16. OC- 73 r GI SIAOO"M PANEL S � 1 1/e x 3r STN S IL �. xt o. % ow w a x r7 .. �, _ •- F C,121�9 BAR Frt}tU�tD TC>�t 4 • r r •- _. . _.._ .,- �> 1 1/e x 4te SIN SIL GR ,,B t! t3 x BAR AT SIDE OF TOILET p Cts �f +e;.Ff a 3/8' x 3/4 F W ` i _ ••jr r "� » r AT r z 1 Ile x 11 120 �CXM 18 Go Q 'RUSTKf PANEL W/ � BTALL 1/G�A9 BAR[S.E +33*. GA GI BASE ANGLE 3/4' x Y 'BATTS' AT a OC 180a GI DOOR FRAME LOCATE PER LOCAL CODE. 10 Go GI COLVIAN 18 G0 01 'RUSTIC' PANEL W/ / x *BATrf AT 8' OC n -- - r 7/ , ` 1 1� , / 7 .7771/1 22 Go GI ROOF DECK W/3' RIBS 16. OC FASTEN 1/2' EXT PLYWOOD TO ROOF DECK RIBS W/SM 9fj WS 2 7/I�' x 1 1/2' z 11 Go GI 1 4' x 1' HH MACH SC�.W W/ OR SELF-DRILLING TEM INSTALL FINISH ROOF M,ArL AS RE:Q'D. _ :8 10( IVB NUT AT'8' OC— � CHANNEL TOP CHORD- C2 Go GI ROOF DECK W/3' RIEFS 16' OC r r s FASTEN G1 ENDCAP FINET"S AT 32'aOl:POP atsa ? r r 1/4' x 1' HH MACH SCREW W/ r r r r r NW N;r HEX WS NUT AT 8. OC r r r . � I' sle rd `MOT" td 04 SCREVI t1 09 01 R+C�.NtE bT" � r II I f0i C% I STI In x� t Rc� PANS. ------�- .re,. • f I I i I I I w 2 - II/1r x 3/4 M II I NOTE : CONTRACTOR TO EMPLOY `THE SERVICES OF A I r x 5' x 6' - - -- - I I �, I �.., +r4:.RE. � FDI AT E3EIhM1 f1OINT � ' 11 Go GI E3F�'JA _ �– � �v x� !I I STATE LICENSED STRUCTURAL ENGINEER TO DRIPLIP- - - - - - - - - -- - -. -. - - - - _ — - - _ _- - - - ~�w� •: - -- -- -- -- -� -� -- - CERTIFY THE SLAB DETAILS, FOOTING SIZE AND �� MACH SCREW & HN C*NN 18 Go cI - REINFORCEMENT SCHEDULE AS NOTED HEREIN UEAM TO ROOF PANEL CCXUMSN 3 - 5/16' x 3/4' HH MACH W/11 Gim SCREW & HN CONN BEAM do ME . a ENDS ROOF PANEL 1v COLUMN ," zaU BY SUPER SECURE. - 5/'16 x 3/4 FiH.MtACH CEtORD 13 4 3/r x 1 Ile x 11 Ga (A :>`CREW & "N CONI BEAM A CHANNEL AT END WALLS & 2 7/r x 1 1/2• ROOF PANEL Tn COLUMN t FAS rEN 20 Go Gl RIDGE CAP x 11 Go GI C H ANlr M AT cHA� wALL9 , C11-OR R/ IK/ Ile DIA POP RIVET'S AT 3e Oc DOTH SIGE3D%1161 W 5 �.f ® 8 � 3.. fes: ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF CUSTOMER'S ORDER BY SUPER SECUR MFG. CO. THIS DRAWING TO BE USED IN PLACING E1�1�'' tSTTZ(yO�A BLDG w/ UST�C E�CTEiOR, + MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT • • • 1G x t' w MACH JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB, 5--0 OR 9'-0 Chi �ot�lD FiN15i4Er) ROOF w WSW � Inc �I � � N��® � AM®��+�A CONCRETE CURBS OR GENERAL BUILDING DIMENSIONS. R DECJ( MJr AT OQ I NCHO C G APPROVED BY r . . „_...., y.. :.., RECOMMEND BY REV 12-11-90 JSM mTffl y r ED CITY ENGINEER: ��r�-'.�.�,-•l�t>�� -,�-�'s°�°•,,�.. R.C.E. 24953 DATE cl SUP At SCI 149-lull mit" GO coo SUBSECTION SHEET A NOR��TIEAST PA A-6 of 10 �, . A DIVISION OF ACORN ENGINEERING COMPANY !� WOMEN'S A r C �~ �~�, ' t E t PROJECT SHEET CITY BOX X3527 INDUSTRY, CA 91744 0527 PHONE: (818) 333 4509 43 BY /, DATE BY / DATE YYOMEN'S RES 1 ROOM BLJl1.�.kDING 24 OF 29 m > ]DESCRIPTION OF REVISION DATE DWN BY JOB N0. SHEET DESIGN CITY DETAILS DRAWING NO. Dn-a2 9-19-90 ism A2 ` ' ENGINEER APPROVED WWI 20'_{• 20'-4 2' 9' 7-10` Z'-10' Z'-10' T 4' 7' Z•-10' Z•-10' Z'-10' >i' Y 6 1 Y 9'-3' 9' 9'-3' 8 1/2' N N -- -_ .- . RC111 RCM m 0 1` A t A n N V tp d' A A Iti <V O o t 426-x /� � `6x6 - W1.4xW1.4 D a' .- • REWF THROUGHOUT SLAB ; m FD ARE OPTIONAL Js o o NOT FURN BY SSMC 't ae d • ,� 10 1/Y c0 ( U i7 � 17 3 A A U A m o �+ If F7 iv RC111 RC111 I iv i A 9'-3' 9' 9'-3" L S 1/2' BASE CHANNEL PLAN 2" 9' 2'-10' 2'-10" 2'-10' 7" 4• 7' 2'-10' 2'-10' 2'-10' 9" 2' 1 FOUNDATION & ANCHOR BOLT PLA _ *DIM SHOWN IS MIN. RECOMMEND v BLOCKOUT 1/4• LONGER AT EACH DJD 1/2' _+ V-0' FOR EASIER FIT OF DOOR FRAME STYROFOAM BLOCKOUTS ARE FURN. GENERAL NOTES: 1. SUPER SECUR DOES NOT PROVIDE SITE PLANS, SOIL REPORTS, FOUNDATION CALCULATIONS OR OTHER SUCH DRAWINGS AND DATA FOR EACH SPECIFIC SITE. 2. A QUALIFIED LOCAL ENGINEER OF RECORD MUST PROVIDE A SITE PLAN, SOIL REPORT AND FOUNDATION CALCULATIONS AS REQUIRED BY LOCAL BUILDING OFFICIALS. 3. A QUALIFIED LOCAL ENGINEER OF RECORD MUST ALSO PROVIDE ELECTRICAL LOAD CALCULA- TIONS, ELECTRICAL AND PLUMBING SCHEDULES AND OTHER SUCH DATA FOR A SPECIFIC SITE AS REQUIRED BY LOCAL BUILDING OFFICIALS. 4. THE OWNER OF THE BUILDING PROJECT MUST SPECIFY ALL MATERIALS THAT ARE NOT FURNISHED BY SUPER SECUR. FOUNDATION NOTES. - 1 - BK1 DOOR BLOCKOUTS ARE FURN. - BK2 DOOR BLOCKOUTS ARE FURN. 36 - 1/2* x 8' HOOK BOLTS ARE FURN. ALL CONCRETE 2500 PSI MINIMUM AT 28 DAYS. FOOTING SIZE AND REINFORCING SHOWN ON FOUNDATION DETAILS ARE MINIMUMS. FOOTING SIZE. DEPTH AND REINFORCING ARE DETERMINED BY LOCAL SOIL CONDITIONS AND LOCAL CODE RE- QUIREMENTS. TOPS OF CURBS MUST BE SMOOTH AND LEVEL AND ANCHOR BOLTS MUST BE SET EXACTLY AS SHOWN OR BUILDING WILL NOT FIT TOGETHER. NOTE BLOCKOUTS IN SLAB FOR DOOR 30886 FRAME SPREADERS. _ ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF CUSTOMER'S ORDER BY SUPER SECUR MFG. CO. THIS DRAWING TO BE USED IN PLACING MP-1020-G W-10" x 20'-4" STORAGE CITY 0� RANCHO CUCAMONGA MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT BUILDING JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS. SLAB, CONCRETE CURBS OR GENERAL BUILDING DIMENSIONS. APPROVED BY RECOMMENDED BY: CITY ENGINEER:X.1-1 ` �- `pis REV 7-24-91 JLF R.R.C.E. 24953 KI DATE Q SUBSECTION SHEET Af •u( PE; .."I « .,..-;..., �;.-.:.... ,. �....,..��,,�u":A'°-'/Y'r".�..,,..,...,,.,.a«,"..•... vrr:........„,.-,p+..-..#�.,.�.s:+r.+,.=,.. � z.. ,. • - „ - - ' R7 �� ,i>r3ery I • CIO , Q 43 '1 23'-10' 20'-4' 1 -p" 2Or-41'-9' _ EFIR EF3 EFS EF3 EF1L 0 I (V i� BEAM BX4 BEAM BX3 81_1 BEAM LINER Bill `r RDI RD4 RD4 R04 RD4 RD4 RD4 RD4 RD3 RD4 RD3 RD4 RD4 RD4 RD4 RD4 RD4 RD4 RD2 � m NOTE: AFTER ERECTION ATTACH 18 Go d BEAM LINERS TO BEAMS a W/.125 DIA POP RIVETS a BEAM A8X1 BEAM ABX1 0 o I 1 1 CP1 I I I I i t I CP4 I I I I I I I CP1 I 1 1 o .t ME � t ass-�- mm-s"ass-aa-s-o-s-mass-�aaas-¢s"faa- ass-s-ss-ses-a�-s as"s satmr•s-as�aF.��s-aaa-as�a�."s-as-�a-aa-s--ars-s.a as•m�•�-s I j � � � a I ► I 1 I t 1 I I i I I I I I I I I I I /071\ Y V f 1 u RD2 R04 R04 R04 RD4 RD4 R04 R04 R03 R04 RD3 R04 R04 RD4 RD4 RD4 RD4 R04 RDI v BL1 BU � art BEAM BX:. BEAM BX4 I 04 12'-0 1/2- 11'-9 1/2' EFIL EF3 EFS EF3 EFIR ILI T ROOF FRAMING PLAR r r r r p r r l p r r r r r r r r r r � 7 AT 1'-4" 9'-4' 9' 1'-4' 9' 7 AT 1'-4" a 9'-4" ROOF DECK PLAN ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF r RANCHO C U C A M(J N G A CUSTOMER'S ORDER BY SUPER SECUA MFG. CO. THIS DRAWING TO BE USED IN PLACING MP-1020—G 9'-10' X 20r-4' STORAGE CITY MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT BUILDING JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB, BS OR GENERAL BUILDING DIMENSIONS. CONCRETE CUR � APPROVED BY '' � RECOMMENDED BY: ff CITY ENGINEER: ! x,e•c.E. 24953 DATE REV 7-23-91 JlF Q f SUBSECTION SHEET IN( S"CR I NORTHEAST PARK C C • A-s DF 10 A DIVISION OF ACORN ENGINEERING COMPANY0 PROJECT SHEET BY DATE BY DATE STORAGE BUILDING 26 OF 29 P.O. BOX 3527' PHONE: (818) 333-2543 -RANCHO CUCAMONGA. CA DESCRIPTION OF REVISIONDESIGN CITY ROOF FRAMING & DECK PLAN DRAWING No. CITY OF INDUSTRY, CA 91744-0527 rAX: (818) 333-4109 DATE DWN BY JOB N0. SHEET ENGINEER APPROVED 1 11CAC3 12-8-89 JSM A3 f , . i .. .... ..- r ♦ .y, r A ♦ .+n.. ♦. .., •... .. v..s•. 'rt!i.'M.. ,r.w... ...w. .. M, ....♦ -aw 4 "R .^' M ..,,p �v ,� _f erQM' 1•'^..,. a,alaw...'t1!- .. .. ... .f ..:. ... . . -« r r e+ - ,. r w v .. .. '. i.w. � ....-,. ,.. ,. .A+ - -.p,.... .xw. � s.<,.• .,. s«•;a. .pys..<.v .gY.p...«. :ry r+r .. . - - ,r - s' J• 1.' A.r P° d ... +rN. Y H Wn q i' ✓ �.. .M. .w +. .ud . .n s DC M, ,. I. N. .. .'.-'T_;•f•. ..., ..w ,......a .. 4. f .. .... ......,.:.. � ..2,. .. .,, s+wrW.�..,.�.•.. ,,, .. X'R,'/o'.. n.x...x'.'+ln.: �.. +rb- ,.'M+.. r Y-.'�'.4..!'. , r1. .Y". P 7l- .RP^. K •4. .. �w a. r^,d' . .� fR a - '": 4 i . r � ,, s , . � an....�•*,. ,cx� ,r.- a -tri, '►.v r yw: r � r� r.. �[ res a-^^, � ar a e .,�.r <x cw• � a a <. r, r '+'i! ,..a•, , r � •* , M . i 20•-4 r Irl a• >i'-4' s' >Y-4• 8 ,•-4• 2'-0' 2•-0' 2•-0• r-0• '01 x-0' r-o• -0" 2'-Q" ,�-4• n LR18 LR24 LR24 LR24 LR24 FR8 LR24 LR24 LR24 LR24 LR18 10 C2$ LY18 LV24 LY24 LY24 LV24 LY24 LV24 LV24 LV24' LV18 C2S m \ ♦ m n \ M mj oJr Q ♦ M i O 0 o Al / 101 i7 t / / D / o 6 I 't 'O h N t N O N ;_EVA110N Q �LEVA110N Q % CZS LV18 LY24 LV24 LV24 LY24 LV24 LV24 LV24 LY24 LVI8to C2S LR16 LR24 LR24 LR24 LR24 ma LR24 LR24 LR24 LR24 LR18 1'-4' 2•-0• 2•-0' 2•-0' 2•-0' 2'-0' 2'-0• 2'•-0• 2'-0' 1'-4' 9'-4- 8- 9•-4' ' PLAN. A 3/8 - V-0' 61�i1 ^, \W aC 3 PAl TING INSTRUCTIONS: 1. WASH METAL WITH MINERAL SPIRITS TO REMOVE ALL MANUFACTURING OIL. DIRT AND MARKINGS. 2. EI-Qi GALVANIZED SURFACES WITH SINCLAIR PAINT "GALVA-WASH" (PROVIDED BY SUPER SECUR). SURFACES SHOULD TURN UNIFORMLY DARK WHEN ETCHED. 3. PAINT WITH A PRIMER DESIGNED FOR USE ON GALVANIZED STEEL. DO NOT USE A WATER BASED PRIMER. 4. CAULK PANEL JOINTS AS REQUIRED FOR WEATHER TIGHTNESS AND APPEARANCE. 5. PSI WITH A SUITABLE EXTERIOR ENAMEL AS SPECIFIED BY OWNER. AN OIL BASED PAINT IS RECOMMENDED. COLOR OF INTERIOR AND EXTERIOR AND TRIM COLOR ARE SPECIFIED BY OWNER. j�ATERiAL NOTES: ROOF DECK GALV SHEET FY. 37 KSI MIN OTHER GALV SHEET F . 33 KSI MIN BOLTS: ASTM A307 MIN CONCRETE fc: 2500 PSI MIN - 28 DAYS CONCRETE REINF: ASTM A615 Gr 40 MIN IN ELEVAIMN A �- ----_ J3088B ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF CUSTOMER'S ORDER BY SUPER SECUR MFG. CO. THIS DRAWING TO BE USED IN PLACING MP-1020--G 9'-10' x 20'-4' STORAGE Q MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT BUILDING CITY 0 F RANCHO C UC A M 0 N C A JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB, CONCRETE CURBS OR GENERAL BUILDING DIMENSIONS. APPROVED BY RECOMMENDED BYi Q CIN ENGINEER: At•�E• 24ss3 /)� REV 7-23-91 JLF' D ATE SUBSECTION SHEET il(� 1 - - c WCUR tlT. CO* NORTHEAST PARK , A-9 of 10 - A DIVISION OF ACORN ENGINEERING COMPANY � AlPROJECT SPIFFY P.O. BOX 3527 PHONE: (818) 333-2543 BY / DATE BY / DATE STORAGE BUILDING 27 OF 29 RANCHO CUCAMONGA, CA 0 N OF REVISION CITY OF INDUSTRY. CA 91744-0527 FAX: (818) 333-4109 DATE OWN BY JOB N0. DESIGN CITY FLOOR PLAN & ELEVATIONS DRAWING NO. mac+ 12-6-89 ,ISM SHEET DESCRIPTIO Al ENGINEER APPROVED I 2- _ fix_ � 3 / Y 1 1/4- Ale /4- 3 4' t6 16- 2 3/4d x 1 1/2' x 11 Go 01 BASE CHANNEL 40" 1/Y x 8' HOOK BOLT I I � AFTER ERECTIDOOR ntAME ON CHAMFER PROJECTS 1• TYP 1 I 4' x 4' STYROFO/W W 24' AT 24. OC TYP FI�Rl1 FOR eloacouT #4 CONT ex6�-W1.4xW1.4 TYP Z �. SLOPE I I I \dx$-WI.4%VA.4 TYP •\ ., I. f L CL #4 CONT , c � iµ CC>caT o _ 1'-0' MIN 1'-0' MIN 90014-A =T1QN D 3/8 x 3/4 HH SM SCREW AT I So OC 18 Ga G WALL CAP We +ATE: All FULL HEIGHT WALL. PANELS MUST BE INSTALL®, ALL BOLTS TIGHTENED AND WALL CAPS 'RS' INSTALLED BEFORE jROOF BEAMS AND ROOF V PANELS ARE INSTALLED. i 5/18' x 3/4' HH MACH — i SCREW & HN AT 18' OC 3 18 Go GI SMOOTH PANEL a� r 73 x 00 L ur Lc A C �j ATTACH 11 Go Cal BEAN To 11 -T—F tf �S 18 Go GI -RusT1C' PANEL W/ 00 a S(DE BEAN W/2 - 3/8' x 18 Ga a COLUMN 3/4' x Y *BATT''S' AT 8' OC 11/4' HH MACH SCREW & HN SECTION bt 9CT1oN Ge 11) Z . i SECTION I 22 Ga GI ROOF DECK W/3 RIBS 16' OC FASTEN 1/2" EXT PLYWOOD TO ROOF DECK RIBS W/SM SC2REVN'S 2 - 5/16' x 5/8' TH 1/4' x 1' HH MACH SCREW W/ OR SELF-DRILLING TFJCS. INSTALL FINISH ROOF MArL AS REQ'D. 2 7/8' x 1 1/Z' x 11 Ga GI SLOTTED MACH SCREW NW do HEX WB NUT AT 8" OC 04ANNEL TOP CHORD alt HN CONN BEAN TO 11 Go Cal RIDGE BEAM FASTEN 20 Ga G END 22 Go GI ROOF DECK W/3- RIBS 118. OC i UPRIGHT CAP W/ 1/8' DIA POP (f RNETS AT 32' OC "f� 1/4' x 1' HH MACH SCREW W/ —I I I NW HEX WB NUT AT 8' OC _ _ _ _ _ — _ 2 neM/►cl51e TH 11 a I II I o I I x - 2 71e 91 x 1 Has NOTE : CONTRACTOR TO EMPLOY THE SERVICES OF A SCREW Go RIDGE BEAM $ w 1 Ca Q TOP I ! HN CONN BEAM To 1 II I /t PLATE TO I I I I ROOF PANEL 2 - 5/te' x 3/4' HH MACH x� 11 i o ARE SHOP WELDS Tn STATE LICENSED STRUCTURAL ENGINEER 3' z 5' z 8' — — — — — I I I SCREW at HN AT BEAN JOINT S II i 00 91 I i " �° °1 °E'�'' CERTIFY THE SLAB DETAILS, FOOTING SIZE AND OEM 11 Go G BEAM --� — — — — r II I I I REINFORCEMENT SCHEDULE AS NOTED HEREIN DRIP LIP — _ _ _ _ _..11J - -- -- - - - - -- - - - - -- - BY SUPER SECURE. MACH �C2EW # HN CONN 18 Ga GI BEAM TO ROOF PANEL COLUMN 3 - 5/16' x 3/4' HH MACH W/11 Go SCREW alt HN CONN BEAM Ac 3 - 5/16' x 3/4' HH MACH GI ENDS ROOF PANEL TO COLUMN 4 3/8' x 1 1/Y x 11 Go 01 SCREW ale HN CONN BEAM & CHANNEL BTM C HM ROOF PANEL TO COLUMN FASTEN 20 Ga Cal RIDGE CAP — —— — — — ——— —— —— — — --— — SECTION U w/ 1/8- DIA PCW myETS AT 3 Oc BOTH Sim RETAIL .W DEIAIL.-Y SECTION .� . 0886 ISSUANCE OF THIS DRAWING FOR APPROVAL DOES NOT CONSTITUTE ACCEPTANCE OF CUSTOMER'S ORDER BY SUPER SECUR MFG. CO. THIS DRAWING TO BE USED IN PLACING MP-1020--C 9'-10' x 20'-4' STORAGE 1 - MATERIALS SOLD UNDER THIS CONTRACT ONLY. PURCHASER TO CHECK ALL DIMENSIONS AT /4' z Y tW MACH CITY 0 F RANCHO C U C A M O N G A JOB AS SUPER SECUR MFG. CO. ASSUMES NO RESPONSIBILITY FOR FOUNDATIONS, SLAB, WILDING scow w/Naae w HEX CONCRETE CURBS OR GENERAL BUILDING DIMENSIONS. ROOF DECK WIN NUT AT 8' OC �� APPROVED BY f.0 RECOMMENDED BY: REV 7-24-91 IF M .--��JI.L�!l��.1..YQ� CIN ENGINEER: CW 1 R. E. 24953 � DATE �TU_ _R_ HEGo Coo SUBSECTKA SHEET A DIVISION OF ACORN ENGINEERING COMPANY NORTHEAST PARK A-10 OF 10Q PROJECT SHEET ' P.O. BOX 3527 PHONE: (818) 333-2543 RANCHO CUCAMONGA, CA BY / DATE BY / DATE STORAGE BUILDING 28 OF 29 CITY OF INDUSTRY, CA 91744-0527 FAX: (818) 333-4109 DATE DWN BY Job No. sHE�T 0 DESCRIPTION OF REVISION DESIGN CITY DETAILS DRAWING NO. arcnc: 12-6-89 ,HSM A2 ENGINEER APPROVED f T U 6 G° .,c t . Y e ,�j I f'f K h+L1,'(" Tyr. r P woo0 P�44 Yr d K14 01 a , I 6W.-ocl 6` 'S L�A 9' P �` " •fi 'l ,� ! �,' I c� � \ ' .., ..r...:, •. x':.; •VY's;tis�..w .�,n ...;•.�.-.a s.. �_, •.ati., urm,w ,��. .c..�«��,• '~.�:..�'t.y.a�+a:Shtuff Y +e s�.%a.+�!_'+ +� H, r �'�::�. of �1� FOOTING FOR COLUMN PICNIC SHELTER I ,� A ) 1 (PICNIC fy + _.�„ , I P i ►1 9 dl BULL - ro I4 OF � I , � ( 4) .+ 0"A � '� _ �. � PICNIC SHELTER - FRAMING PLAN SC WE: 1/4t. _ 1t_0" _..- �/ � w-v+ ,• �.i ..,' ,� , ,..m #:. s^ 3i...,t�wear., e.=.Ym �.. 1 ...< ... ., >a a ...,Ls .,r._.c'dw++wiYYv..�.fWin.: ... - C PICNIC SHELTER COLUMN CONNECTION r J L .J coo RN mg) _ I . B ENTRY SIGN . FOOTING & COLUMN 51I'iFS)OPi �4 L 16 5 rz 5 V a rA Il.- AIL--z- W/ Ce>) ?/)+1, 4 TH i O 1?,>OLI S - ,7e to SHELTER HIP CONNECTION ►� I, p � PICNIC SH .. _. ,. .«..,,,,..,.:...�...:.... .'4�t&Yuli�iRfiY?F tirmi. a,,..�_` :, v_�_,,,,,...,�•„;;a�-... =.�:�'�. :. ��.-ry+ v:a.._.:�.�..axaxsW;.;x..,.r:c,.:::,sww...�;::w:wsxaw,,, rz�wP.ax..._., ��p ��.+aA"''"� Y,.i�Y� L. - PICNIC SHELTER FOUNDATION PLAN SCALE: 1/4" = 1'-O" CITY OF RANCHO CUCAMONCA APPROVED BY RECOMMENDED BY: CITY ENGINEER: -� voe R.C.E. 24953 DATE QSUBSECTION SHEET NORTHEAST PARK S-1 of 1 QPROJECT SHEET O BY / DATE BY / DATE `Z9 OF 29�DESCRIPTION OF REVISION STRUCTURAL DETAILS -- DESIGN CITY DRAWING NO. ENGINEER APPROVED t 3 s IL I g t 1 Opp, 9 Barsto , ,510001 000 i n 395 X11AOOI � Project , 40Location ®Apple Valley w a n r e e * k Irncho Cucamonga San Bernardino yyC�epepe� ppyryppyy¢Q ' py pd.am6rtlic�ae C4¢@p tllilltlCES45i .:nen..� � p � --.4lAktlM� w9wp .�� l9E ,M12 " vc tr�^H ^y� yee„ Los Angeles 0010fam - � U n i a r t, Indio r, Ila tm Desea r &or,&, rt • Vicinity Map No Scale c 0 U N 'Vol PROJECT 16 1 S1'TE c a o r n 1 0I ca�b 1HILLSIDE 0 1 1 B z WILSON 4TI STREE ,A,,,, � ' �::• Cz BANYAN lob v ! 1 so ♦ ac i0 :<�II *i 19 A ♦ 1 d m HIGHLAND 1 19TH ST.'*f1 Ot'!2U 0 n X2829 .12 P VICTO �A Q' SHEETINDEX ,... BASE LINE P*k:2 nth e t:. D b 0 X14 sly �Vap VISI -.6 0 ' L M *L ® 1'00'I'HILL 15 1 Title Sheet T1 G <„:N? ° 1) *� F ARROW HWY. *M tr1 ,. _ > k'*� � JERSEY 'ski a Electrical Site PlG*�-an . E1 � �. �114ST, l 4TH ST. 1 Lurnih aire Schedule' E2 N Location Map Elec: trical Details 3 No Scale Pole Footing' Detail 's E4 Engineering M. �F ;. CITY OF RANCH gyf% AMONGA NOTE: Thin Pro ect is Environmental) h� y�e" °�f �� Incorporated A _ APPROVED BYf /�� OATE RECOMMENDED BY: 0 �t� -- •� . "Neighborhood � � R'r'1 � CITY EN EER �•�LAiW,v �'�{ � J� �� R.C.E. No. Sensitive tote Neighborhood o N c o n s u � t 1 n g E l e c t r i c a l E n g i n ee rs SUBJECTION SHEET esidnCes.n E 9333 _ EXP: SEP 19031 Highway 18 Suite 200 48880 Desert Flower ETI"WANDA CREEK PARK 1 OF GP,, \Q, Apple Valley , CA 92307 Palm Desert, CA 92260 . .,,..®,. . PROJECTENEET 9�F CYR% O�� ( 760 ) 242 . 3369 ( 760 ) 773 . 4478 13Y DATE BY DATE �. OF CALIF Pax ( 7 6 0 ) 24 2 • 1 0 92 Pax ( 7 6 0 ) 2 4 2 . 1092 0 DESCRIPTIOry OF REVISION DESIGN CITY TITLE SKEET DRAWLING roc: CCSE? DREAM ENGINEERING INC. 1998 dreamJoeoaoI . com dreamJoe ocyberg4t . com ENGINEER APPROVED 1 (.0 "T' � J05 :<,: 9803073 1 L J EXISTING SERVICTO /208V 30 REV ED 4W ELECTRICAL ELECTRICAL LOAD CALCULATIONS ELECTRICAL NOTES AND SYMBOLS NOTE: 5011"99"W107111%,11 F1nr r g az er, q w 1. ALL SWITCHGEAR SHOWN ELECTRICAL LOAD CALCS IS EXISTING AND TO BE 17-Apr-98 1. ALL WORK TO BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL REUSED ULESS OTHERWISE TYPICAL Etiwanda Creek Community Park CODE 1996 E^vITION. •+-� •-+-.� �• •+•� •�•�•�• --�■ r-® -�-� EI3 City of Rancho Cucamonga INDICATED. MAIN SWBRD 600A LIGHTING - INTERIOR: 2. ALL UNDERGROUND OUTSIDE BRANCH CIRCUIT AND. FEEDER CIRCUITS ARE EXIST. INTERIOR LIGHTING - STORAGE SHED 3 0 74 VA 222 VA TO BE RUN IN NONMETALLIC CONDUIT SCHEDULE 40. ALL ELECTRICAL WM 2, QUANITY OF CIRCUIT EXIST: INTERIOR LIGHTING - RR BLDGs 4 0 74 VA 296 VA CONDUCTORS RUN EXPOSED, IN CEILINGS, OR WALLS SHALL BE RUN IN I I BREAKERS SHOWN IS DIA- "" '�' �' "�" "� "' i' "'� `� TOTALS 518 VA METAL CONDUIT. GRAMMAITCAL. REF. SITE INCLUDED IN GENERAL ILLUMINATION 518 VA PLAN AND A.C. BREAKER Al A2 E EXTERIOR SIGHTING 3. ALL ELECTRICAL SYMBOLS PEO? ANSI Y32.9 1972. REAFFIRMED 1989. ASSIGNMENTS FOR QTYS, -__.- ,,,-__ -_ _--- EXIST. SIGN LIGHT 1 0 37 VA 37 VA 600A/3P SIZES OF CIRCUIT BREAKERS, EXIST FIX' D LIGHT 2 0 37 VA 74 VA W 4. ALL ELECTRICAL CONDUCTORS ARE TO BE COPPER. INSULATION FOR #12 CONDUCTORS AND CONDUIT. I -(-� EXIST PARKING LIGHTING 50 0 165 VA 8,250 VA #11/0 THROUGH #4/0 SHALL BE TYPE XHHW NOTE: L- - - - - - - - _- - ___ __- - - -. - - __ - _ - - - - _ PROP. SECURITY LIGHTS 8 0 465 VA 3,720 VA TO #1 SHALL BE THWN - SPORTS AREA 72 0 1,605 VA 115,560 VA €55milsi, AND #250 MCIM AND LARGER SHALL BE TYPE XHHW €65milsi. 13. BOND NEUTRAL BUS, W 3 -_ TOTALS 127,641 VA GROUNDING CONDUCTOR SHALL BE THWN. _- GROUNDING BUS AND ( SOCCER/FOOTBALL #�I I INCLUDED IN GENERAL ILLUMINATION 127,641 VA 1 SERVICE RACEWAY. CO- I I I GENERAL ILLUMINATION: TOTALS 128,159 VA 5• UTILITIES AND LIGHTING EQUIPMENT ARE DRAWN DIAGRAMMATICALLY. NNECT TO EXIST, CONCRETE SCALED DIMENSIONS ARE APPROXIMATE ONLY. BEFORE PROCEEDING WITH i ENCASED ELECTRODE AND I I W I � � J RECEPTACLES. WORK, CAREFULLY CHECK AND VERIFY DIMENSIONS, IMMEDIATELY NOTIFY TO NEAREST AVAILABLE I J EXIST GENERAL PURPOSE RR BLDG 8 0 180 VA 1,440 VA ENGINEER OF DISCREPANCIES BETWEEN DRAWINGS OR : SPECIFICATIONS METALLIC WATER PIPE. W --- 8 0 100% DEMAND TOTALS 1,440 VA AND ACTUAL CONDITIONS, ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT I NEUTRAL BAR I I ' t { ARE DRAWN TO SCALE WHEREVER POSSIBLE, IT IS NOT WITHIN SCOPE USE #6 COPPER CON- I I W I � TOTAL ELECTRICAL LOAD 129,599 VA , GROUND BAR DUCTOR FOR GROUNDING � = OF THE DRAWINGS TO SHOW NECESSARY OFFSETS, OBSTRUCTIONS, OR AND #1/0 COPPER CON- I I I I I 360 AMPS 0 125% 3 PHASE 4 WIRE = 450 AMPS SITE CONDITIONS. THE CONTRACTOR WILL BE RESPONSIBLE TO INSTALL .,,.� ... .o:., .+ .. �.. .. ...�+.. �.r DUCTORS FOR BONDING. I m SERVICE SWITCHGEAR TO BE RATED 120/204V 3. PHASE 4 WIRE _ 600 AMPS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO SITE CONDITIONS, W 5 I I ® COMPLETE AND IN GOOD WORKING ORDER. 2 E 6. ALL BRANCH CIRCUITS AND 'FEEDERS CIRCUITS SHALL HAVE A GROUNDING A.C. SINGLE LINE DIAGRAM I I I \ I ( ( CONDUCTOR PULLED WITH THEM. REF A.C. BREAKER ASSIGNMENTS & LIGHT. AND POWER LAYOUTS FOR SIZE OF CR.OUNDING CONDUCTOR. THIS COPPER f�i0 SCALE E 1 1 1 1 GROUNDING CONDUCTOR SHALL BE TERVkHATED 'TO GROUNDING TERMINALS' .-�.. OF ALL RECEPTACLES & ALL NONCURRENT CARRYING CONDUCTIVE SURFACES t OF FIXEDJECT TO ELECTRIC CPERSONALIC EQUIPMENT CONTACT. TO BECOME ENERG!Zi:D THAT ARE 1 2 a I I-- -- - 5 6 - - E1' 7. 1 - INDICATES DETAIL # (_ - - __ _ _ - -- _- - -_ __ ___ i - - __ __ ..� __ __ - _ - - - -I -_ J _.----. _ E1 -INDICATES SHEET # 8. Al POLE MOUNTED LIGHT. SUBSCRIPT INDICATES DESIGNATION AC: FOUND ON LUMINAIRE SCHEDULE A3 E E A4 S S 9. .. - .. .. - CONDUCTORS W/GROUND RUN UNDERGROUND. REF SITE PLAN FOR SIZES OF CONDUCTORS AND CONDUITS. in --� - ---- y - -�n;� 10. -E -E - CONDUCTORS W/GROUND RUN IN EXIST, CONDUIT UNDERGROUND. EF SITE PLAN FOR SIZES OF CONDUCTORS AND CONDUITS ME - �` ' --•---- --E -- - -- � E® ~- ---- - �1 UNDERGROUND CONCRETE PULLBOX #3-1/2 (17.5"X12.5"X12.5") - ® UNLESS OTHERWISE INDICATED. PREFAB CONCRETE WITH TRAFFIC = 2 4 1 3 4 3 4 7 8 3 ®E ---' `l COVER WHERE SUBJECT TO VEHICULAR TRAFFIC. EXISTING MAIN .__ __-_ WFI 12. EXISTING UNDERGROUND CONCRETE PULLBOX. SWITCHBOARd D 1 2 1 2 E E2 E2 E3 E3 z 3 1 2 3 4 13. ELECTRICAL PANELBOARD FLUSH MOUNTED. W ® ..., �. �, NWAM �. S E3 E4 E4 E4 E4 - ---- - _ L OF '$ TYPICAL � ) CONDUCTORS WITH GROUND RUN CONCEALED IN CEILING OR ., w -®� ��E® --� ®E E A5 E A6 . 14 WALL. REF PANEL ASSIGNMENTS FOR WIRE SIZES. z- ro \ �r - -� --�� - 0 HOME RUN TO DESIGNATED PANEL. REFERENCE A.C. BREAKER i 15. 41-120 ASSIGNMENTS FOR CONDUCTOR SiZES. CONDUITS TO BE SIZED % W - -_ - FOR 20% FILL (UNLESS INDICATED OTHERWISE). NO MORE THAN � �� ,✓ I F _ I _ I 24 CURRENT CARRYING CONDUCTORS PER CONDUIT, WITH -I ( BE GROUNDING CONDUCTOR SIZED FOR LARGEST CIRCUIT BREAKER. � 13 12 � ``' \ I I SOCCER/FOOTBALL #2 I 16. LIGHTING CONTACTOR - CONTACTS. N.O. - LETTERS flYy �:L.I -... ..._-��/ // INDICATE COIL CONTROLLING CONTACTS. w 17. LCC LIGHTING CONTACTOR COIL. �\ W r 18. TC TIME CLOCK. W LUMINAIRE MOUNTED ON SPORTS POLE. AIM IN DIRECTION OF 9 19. ARROW. FRI �E F ABBREVIAYIONS TYPICAL I I I I 1 EXIST. EXISTING TO BE REUSED E.C. ELECTRICAL CONTRACTOR PROV. TO BE PROVIDED NEW, BY E.C. TYP. TYPICAL. 10 L 4- W /jj,E �., . .� ® A7 � A8 = CONDUCTOR SCHEDULE - - ,. ." - _ - - �•- ._..�.= , .-...®::_:� - _ _ _ ___._ RUN GROUND CONDUIT U I T % FILL ..; �"'� -- •«,a.,�. - �,mm.�. ...,._._.:�....:..,�•x��--. ,�;^. .r ~ :, : .:�_ -tri-�:�-.:,...--..�. „ucr. - tea._.._ .a. �_.a:�_ :m,,�.•,,, _ __» ...,., .,... ,:. ... . ." U BRANCH CIRCUIT G OU D CO L .,� � -:�. ..� •� _-- -_ __._._...,...-....._� .w._. ..... _..__._..._.� �V III � _.._._� :•�.=__._�.�.__..�.�.._..__...._..•__..�.-�._..�..�... ._.�_.....w EXIST. 2' 5. f ;a l 2O 3#110 3#2 3#8 1#6 12 22.68 r 4 FAULT 1 S SUMMARY 3 3#1/0 3#8 1#6 2" 21,787. 4O 3#4 3#8 1#8 1-1/4" 26.85% KEY NOTES BUS RECORD VOLTAGE AVAILABLE RMS DUTIES O 3#2 3#8 1#8 EXIST. 1-1/2" 24.70% �..��• � - ------- NO NAME L-L 3 PHASE MOMENTARY IN EXISTING CONDUIT TERMIINA`I�ED IN EXISTING PULL- s"�' 6U 3#2 3#8 1#8 1-Y2" 24.70% V BOX. PULL CONDUCTORS. FOR POLE A4/A5 IN EXISTING "' ` 1 UTILITY 208. 42000. 48579. 7 3#110 3#1 3#8 1#6 2-Y2" 24.93% CONDUIT, FROM THIS POINT BACK TO MAIN SWITCHBOARD. 2 UGPS 208. 22273. 25686. g 3#1 1#6 EXIST 1-1/2" 25.93% REF CONDUCTOR SCHEDULE 3 MSBD 208. 20955. 23404. INTE��?•CEPT EXISTING CONDUIT PROVIDE NEW PULLBOX. PULL.. 4 PANEL MP 208. 17380. 18186. O 3#3/0 3#2/0 3#8 1#6 3" 22.46% 5 PANEL SF 20$. 18438. 20292. 10 3#3/0 3#8 1#6 2" 29.12 CONDUCTORS FOR POLES Al, A2, AND A3 IN EXISTING CONDUIT CONDUIT, FROM THIS POINT BACK TO MAIN SWITCHBOARD. - 11 3#2 3#4 . 1#8 EXIST. 2" 19,21% REF CONDUCTOR SCHEDULE 5 BUSES, 5 BRANCHES, 1 CONTRIBUTIONS 12 3#3/0 3#8 1#6 EXIST. 2" 29..12q INTERCEPT EXISTING CONDUIT PROVIDE NEW PULLBOX. PULL *** SHORT CIRCUIT STUDY COMPLETE *** 3 CONDUCTORS FOR POLES A6, A7, AND AB IN EXISTING CONDUIT 13 3#2/0 3#1/0 1#6 EXIST. 2°' 38.67% O CONDUIT, FROM THIS POINT BACK TO MAIN SWITCHBOARD. REF CONDUCTOR SCHEDULE Ess ; Engineering 4 PROVIDE QUIKSET ED-24 PULLBOX. (24'L X 13.75 W X 12 D) Q�t4F IOAj,� g y CITY` OF RANCHO CUCAN�®SVA O Q�O N M• �� Q APPROVED BY + DATE RECOMMENDED BY: Incor orated EXISTING 1-1/4" CONDUIT. PROTECT IN PLACE. y �� 1� . 9 �y ✓�-*-- ti t,�� / / 24` S3, UNDERGROUND SERVICE ALERT � y� y � d CITY ENGI ER R.C.E. No. ,,,Its�t EXISTING UTILITY TRANSFORMER. PROTECT IN PLACE. � NO C O n S U I t i, n g E 18! C t C I C a I E n g i n e e r s SHEET 6 _ - - Q SUBJECTION o Section 4216/4217 of the Government Code E 8333 y y 1 t requires a DIG ALERT Identification Number DF be issued before o "Permit to Excavate * EXP: SEP 3026t * 19031 Hishway 1 $ Suite 200 48b80 Desert Flower ETIWANDA CREEK PARK E - 1 will be valid. For your Dig Alert I.D. Number Q Call Underground Service Alert A Apple V a 1 1 e y , CA 9 2 3 0 7 P a l m Dose rt, C A 9 3 2 6 0 PROJECT S?iEET ELECTRICAL SITE PLAN / TOLL FREE 1-800-422-4133 (�� a 6� 7R �' 760 ) 242 . 339 ( 'i!60 )._ 773 • "4478__ BY./ DATE BY•/ DATE Two working days before you dig F OF �F o ELECTRICAL SITE P L AN DRAWING N0:��iA.'VCCSE? �t ,1 CAS Fax ( 7 6 0 ) 2 4 2 . 1 0 9 2 Fax ( 7 6 0 ) 24 2 . 1 0 9 2 0 DESCRIPTIO`; OF REVISION DESIGN CITY SCALE - 1 - 40 0 E1 dreamioaoaol . com. draamjoaocyber ` 8t . com ENGINEER APPROVED DREAM JOB Na 98c��t8 £NG/NEER/NG INC./NC. 1998 i Ae 110' 110' _ LUMINAIRE SCHEDULE 22, 2 32, 5 29, 0 27. 5 27, 8 23, 2 23. 2 27, 8 27. 5 29. 0 32, 5 22, 2FIELD #1 DETAIL STYLE MFGR PART NO. LAMPS DESCRIPTION MH POLE EPA MH POLE BURIAL G"ROUND 25, 5 38, 6 35. 8 35 6 32, 5 28, 3 28, 3 32. 5 35, 6 35, 8 38, 6 25, 5 HORIZONTAL FC NAME FIELD FOOT GROUND LENGTH DEPTH ELEV. 3 35. 8 33, 8 33, 0 27, 6 27, 6 33, 0 33, 8 35, 8 37, Target Points: 132 DETAIL Average: 28.38 A 24, 8 3 . 6 30, 1 28, 2 29, 1 27, 0 27, 0 29, 1 28 2 30, 1 31 , 24, 8 Maximum: 38.60 Minimum: 21.85 9 LAMP LUMINAIRE � Avg/Min: 1.299 1,2,3,4 WIDE-LITE ASM-1500-A 9X1500WMHX208V ASSEMBLY 70' 19 70' 70' N/A 0' 22, 2 2 25, 0 24, 6 24, 5 26 5 26, 5 24. 5 24. 6 25, 0 25 2 8 Max/Min: 1.767 5,6'7'8 E 4 I LCS1 MVK-400H- 21, 3 2 ). 3 23, 4 23. 1 23. 0 25, 5 4 23. 0 23, 1 23, 4 3, c 8 Number of Luminaires: 36 LCS1 L 268-PCR 1 LAMP LUMINAIRE 2 KW Consumption: 57.60 Al S 22, 1 2 , 5 24. 7 24 5 24, 5 26, 3 26, 3 24 5 24, 5 24, 7 24, 2 1 LCS1 HUBBELL - 1 X400WHPSX208V 40 3.2 40 N A N A w/CONTROL LL ASSEMBLY �4 � � 0 Average Tilt Factor: .964 24 0 3(). 2 29, 4 28. 5 29. 2 26, 5 26, 5 29, 2 28, 5 29. 4 30. 24. 0 Maintenance Factor: x .800 LCS1 Light Loss Factor: .771 �LCS1 A2 7 34, 7 33, 6 32, 7 26, 6 26, 6 32. 7 33 6 34, 7 35, LCS1 --+--- 24. 9 37. 7 35, 6 35, 7 32 3 27, 6 27, 6 32, 3 35, 7 35. 6 37 7 2%', 9 F LCS1 A.C. BREAKER ASSIGNMENTS A.C. BREAKER ASSIGNMENTS 22 1 32, 5 28, 8 28, 3 28 2 24, 1 24, 1 28, 2 28, 3 28, 8 32. 5 22, 1 LCS1 A3 LCS1 MANE -- EXIST PANEL "SF" MANF -- EXIST PANEL "MP" 110' I As A4 �10' �.-- VOLTS 120/208 LOCATION -- REF POWER LAYOUT VOLTS 120/208 LOCATION - REF POWER LAYOUT L(; 1 PHASE 3 FEEDER - REF. A.C. SINGLE LINE PHASE FE - - �- 3 FEEDER REF. A.C. SINGLE LINE 95 95T L LCS1 A4 WIRE 4 AMPS 400 WIRE 4 AMPS 200 I LCS1 M.O.C.D. 400 AMPS : MOUNTING = SELF :STANDING M,O.C.D. 200 :AMPS MOUNTING - . SELF STANDING C L V C N P C P BCC GC C L V C N P C P BCC GC LCS2 K 0 0 0 0 H K 0 R K 0 R K O 0 0 0 H K 0 1K0 I R 1 -- T DESCRIPTION/ A L N N A T L N T N N N T DESCRIPTION/ A L N N A T L N T N N N LCS2 A5 # LOCATION D T T C S BKR E C D D D # LOCATION D T T C S BKR E C D D D • 95' 95' LLCS2 TYPE AMPS E AMPS S H R R _ TYPE AMPS E AMPS S H R R I LCS2 _1 POLE "A1" LIGHTS 4800 C A 60 : 3 2 10 1 A __ 1101 Ae _ 2 . POLE "A2" LIGHTS 4800 C Ai 60 3 1 0 .10 2 A 110 LCS2 _ _ 3 POLE "A1" LIGHTS 4800 . C B - 2 10 .3 B 22, 2 32, 5 29, 0 27, 5 27, 8 23, 2 23. 2 27, 8 27. 5 29, 0 32, 5 22. 2 FIELD #2 cs2 4 POLE "A2" LIGHTS 4800 C B -- 1 0 4 8 --I LCS2 - 5 POLE "Al" LIGHTS 4800 C C . C -- 2 _ 5 C __ 25, 5 38, 6 35. 8 35, 6 32 5 28, 3 28 3 32, 5 35, 6 35. 8 38, 6 25, 5 HORIZONTAL FC C __ LCS2 6 POLE "A2" LIGHTS: ^800 : C : C - - 1 0 6 3 35, 8 33, 8 33. 0 27, 6 27, 6 33, 0 33, 8 35, 8 37, ;-� Target Points: 132 __ �_ A7 7 POLE: "AS' LIGHTS 4800 C A 60 3 4 10 7 A -- Average: 28.38 TO 8 : BOLE "A4" LIGHTS 4800 C A 60 3 2 10 8 q __ Maximum: 38.60 MAIN LCS2 24, 8 3 6 30, 1 28, 2 29, 1 27, 0 27, 0 29. 1 28. 2 30, 1 31 24, 8 SWITCHBOARD LCS2 Minimum: 21.85 9 POLE. "A3" LIGHTS : 4800 : C . B : -- 4 9 B -- r�-- Avg/Min: 1.299 _ 10: POLE "A4" LIGHTS 4800 C B -- 2 10 B __ 22, 2 2 25, 0 24, 6 24. 5 26. 5 26. 5 24. 5 24. 6 25. 0 25, 2 , 8 Max/Min: 1.767 LCS2 ' 11 POLE: "A3" _ : LIGHTS 4800 C C -- 4 : 11 A8 C -- 21, 2 3 23. 4 23. 1 23, 0 25, 5 4 23, 0 23, 1 23. 4 3, 2 8 Number of Luminaires: 36 LCS2 12 POLE: "A4" LIGHTS 4800 C C -- 2 12 C -- KW Consumption: 57.60 13 POLE "A5" LIGHTS 4800 C A 60 : 3 : 1 13 A -- 22. 1 2 5 24, 7 24, 5 24, 5 26, 3 26, 3 24. 5 24. 5 24. 7 24, 2 1 '�20A/1P N 14 : POLE "A6" LIGHTS: 4800 C A 60 3 1 0 10 14 q --_ Average Tilt Factor: 964 TC Maintenance Factor: x .500 15 POLE "A5" LIGHTS 4800 C B : -- 1 10 15 B -- 24, 0 3 2 29, 4 28, 5 29, 2 26, 5 26. 5 29, 2 28. 5 29, 4 30, 24. 0 Light Loss Factor: .771 rTC 16 : POLE "A6" LIGHTS 4800 C B -- #1/0 16 B __ 17 POLE "A5" LIGHTS 4800 C ---" C . -- 1 --- 17 _ C __ 7 34, 7 33, 6 32, 7 26, 6 26, 6 32, 7 33, 6 34. 7 35, 18 POLE "A6" LIGHTS 4800 C C -= 1 0 18 C __ It 24, 9 37, 7 35, 6 35, 7 32, 3 27, 6 27, 6 32, 3 35, 7 35, 6 37, 7 24, 9 Lccs1 r 19 . SPACE A 19 POLE "A7" LIGHTS 4815 C A 60 3 1 0 10 7. Q 20 SPACE A 20 POLE "A8" LIGHTS 4815 C A 60 3 #3/0 10 22, 1 32. 5 28, 8 28, 3 28, 2 24, 1 24, 1 28, 2 28, 3 28, 8 32, 5 22, 1 21 SPACE B 21 POLE "A7" LIGHTS 4815 C B -- 1 0 _ lj 22 SPACE B 22 POLE "A8" LIGHTS 4815 C B -- 3 0 110' _i_ Aa A4 _L 10' 23 SPACE _ C __ 23 PCLE ".A7" LIGHTS 4815 C C -- 1 0 _ Lccs2 , 24 SPACE C : _24 POLE "A8" LIGHTS 4815 C C -- #3/0 T95' 95' 25 SPACE A _ 25 40OW SECURITY LIGHTS LIGHTS 1240 .0 A 20 3 8 10 26: SPACE A 26 CONTACTOR ENCLOSURE RECEPT 180 N A 20 1 12 12 KEYPAD 27 ��' E B_ 27 40OW SECURITY LIGHTS LIGHTS 1240 C B - 8 PHOTOMETRIC LAYOUT 28 SPA.:E _ _ _ B _ _ 28 SPACE: B 41 29 SPA-,":.E _ C _ 29 40OW SECURITY LIGHTS LIGHTS 1240 C C -- g SCALE _ �� 501 - 011 o E2) TEST SWITCH 44-690 4; 30 SPACE C 30 SPACE 46 C ' R ' N0TE�: 31 : SPACE A : 31 SPACE q 32: SPACE _ _ _ A 32 SPACE q B 1. ALL CONTROL WIRING TO BE #12THWN COPPER 33 SPACE B . 33 SPACE: 34 SPACE B 34 SPACE B IN 1/2"C WHERE EXPOSED. 35� SPACE C 35 SPACE C 36 SPACE C . 36 SPACE C 2. RATING OF CONTACTORS TO MATCH CIRCUIT BREAKERS. I7 SPACE A 37 SPACE A 3, MOUNT TIMECLOCK, CONTACTORS IN SEPARATE 33 SPACE A 38 SPACE. A _ ENCLOSURE ON OUTSIDE OF EXIST. SWBD. REF DETAIL. _39. SPACE Y B 39 SPACE B 40 SPACE B 40 SPACE B 4. TIMECLOCK TO BE TORK MODEL DWZ100A. 41 SPACE C 41 SPACE C 42. SPACE C 42 SPACE C 5. TEST SWITCH TO BE SNAP SWITCH MOUNTED ADJACENT TO CONTROL ENCLOSURE. EXISTING CONTINUOUS LOAD 0 VA EXISTING CONTINUOUS LOAD 9360 VA 6. CITY TO PROVIDE KEY PAD AND E.C. TO WIRE AND INSTALL. �'ROPOSED CONTINUOUS LOAD 86670 VA PROPOSED CONTINUOUS LOAD 32790 VA -- -- - PROPOSED TOTAL CONTINUOUS LOAD 86670 VA PROPOSED TOTAL CONTINUOUS LOAD 42150 VA ''ROPOSED CONTINUOUS LOAD + 25% 108377 VA PROPOSED CONTINUOUS LOAD + 25% 52688 VA SYMBOLS: PROPOSED AMPS/LEG 300 AMPERES PROPOSED AMPS/LEG 146 AMPERES VOLTAGE DROP CPUSH BUTTON MOMENTARY EXISTING BUSS RATING 400 AMPERES EXISTirJIG BUSS RATING 200 AMPERES LCC LIGHTING CONTACTOR O COIL. CONTACT - ON FROM - TO FIXTURE VOLT- VOLT AMPS CONDR Rac DIST. VOLT 0 O NOTE: 1. ALL CIRCUIT BREAKERS SHOWN ABOVE ARE TO BE PROVIDED NEW AND ARE TO BE NOTE: 1. ALL CI��CUIT BREAKERS SHOWN ABOVE . ARE TO BE PROVIDED NEW AND ARE TO BE QTY AMPS SIZE DROP VDROP LC1 RATED 22KAIC AND ARE TO BE COORDINATED SO AS TO TRIP PRIOR TO M.O.C.D. RATED 22KAIC AND ARE TO BE COORDINATED SO AS TO TRIP PRIOR TO M.O.C.D. - SWBD - POLE Al 9 1,605 208 40.13 #2 0.1900 380 5.79 2.799 LIGHTING CONTACT PUSH BUTTON MOMENTARY 2 ELECTRICAL CONTRACTOR IS •i0 BALANCE LOAD ON PANEL ABOVE 2 ELECTRICAL CONTRACTOR IS TO BALANCE LOAD ON NEW SECURITY LIGHT BRANCH CIRCUIT SWBD - POLE A2 9 1,605 208 40.13 #11/0 0.1200 565 5.44 2.62 CONTROLLED BY LCC. p CONTACT - OFF WITHIN 10�. WITHIN 10%. SWBD - POLE A3 9 1,605 208 40.13 #4 0.3100 165 4.10 1.97% SWBD - POLE A4 9 1,605 208 40.13 #2 0.1900 350 5.34 2.57% SWBD - POLE A5 9 1,605 208 40.13 #1 0.1500 430 5.18 2.497. LIGHTING CONTROL DIAGRAM 2 SWBD - POLE A6 9 1,605 208 40.13 #1/0 0.1200 615 5.92 2.85 SWBD - POLE A8 9 1,605 208 40.13 #3/0 0.07SWBD - POLE A7 9 1,605 208 40.13 #210 070 8605 5.35 2.57% NO SCALE E2 �oF�ssioN s Engineering M A�� LCITY OF RANCHO CUCAMONGA �' ' eN APPROVED BY RECOMMENDED BY- Incorporated yo �ti y� �c LlJ tr CITY ENGINEER R.C.E. No. {�45� c No C o n s u l t i n g E l e c t r i c a l E n g s n e e r s -�° - - . SUBJECTION SHEET J � 9333 ETIWANDA. t�AXP: SEP3020pt 19031 Hlshwar 1 $ Suite 200 48880 1� e • ert Plower UEEK PARK E -- 2 o Appla Valley, CA 92307 Palm Desert, CA 92260 • PROJECT SHEET (1 60-) 242 . 3369 ( 260 ) 7T3 . 447 & BY / DATE BY / DATE � QF CN�\� Pax ( 7 6 b ) 24 2 - 1092 Fax ( 7 6 0 ) 24 2 . 1 0 92 Q DESCRIPTIO'T OF REVISION DESIGN CITY LUMINAIRE SCHEDULE DRAWING NO: RANCCSE? draamioe0aoI c o m dres mJoe ocyber88t . com ENGINEER APPROVED �. OR£AM ENG/NEER/NC INC. 1998 JOB NO: 9803078 i i I 3/4 U—BOLTS TO BE PROVIDED BY E.C. 2" PIPE TENON 'O WELDED TO ANGLE. 150OW LUMINAIRE PLAN TYPICAL A P P R 0 X 152" ~~~ e o 0 0 0 o e e o e o e o _ / o o / o o // o o // o o // o o // o ---- rj 17.4 / / . e o o / SLIPFITTER TO MOUNT TO F= Ell - I I _ °r 2" DIAMETER PIPE $" ANGLE 4 X 4 X 3/8 — BULLHORN 1600 Watt Cutoff Floodilght LUMINAIRE I 2" PIPE TENON 141/2"' WELDED TO ANGLE 0 0 ,� AT FACTORY ,�,�, I I NOTES: q 1P �_ 1 . BULLHORN TO BE PROVIDED 1 BY POLE MANUFACTURER. 3/8" PLATE — -- - , \. = ' 2. E.C. IS TO PROVIDE ALL MOUNTING HARDWARE NOTES: 1 . E.C. IS TO MOUNT EQUIPMENT SHOWN AND PROVIDE ALL MOUNTING HARDWARE 2. REFERENCE DETAIL 4/E4. LUMINAIRE TO CROSSARM DETAIL 1 SPORTS LUMINAIRE DETAIL SECURITY LUMINAIRE TO' POLE DETAIL � NO SCALE E NO SCALE NO SCALE E3 T _ 20" � • COVER TEST s WMDOOR R 40" PROVIDE WITH TRAFFIC ., U TI L-1 TY COVER WHERE SUBJECT CONDUIT NP. , U h 7.�-- ,� TO VEHICULAR TRAFFIC \\\\\ PULL MEIc_R io _ _ _ SECTION /\/�\\/\\j\\j\\ NOTES: p� EXISTING \�\�\\/\�j\\j\\ / 1 . REFERENCE SPECIFICATIONS FOR GO�TR GRADE \\ PPULLBOX.ADDITIONAL INFORMATION ON TEST ` \ A . SWITCH KEYPAD DUPLEX /l W 2. REFERENCE ELECTRICAL SITE PLAN A OUTLET L FOR SIZE OF CONDUITS. LIGHTING CONTACTORS _ 3. DIMENSIONS SHOWN FOR PULLBOX TYP. ` / _ `1� NOTES: ARE TO BE AS SHOWN ON oELECTRICAL SYMBOLS UNLESS 1. LAY CONDUIT, FILL, COMPACT ° o00 NOTED OTHERWISE ON ELECTRICAL TO 90.x. MATCH SURROUNDING. D .o,000 o SITE PLAN KEYNOTES. p 00 0% . .p 0 / / a (?,Z) / 2. AREAS O Q4. PROVIDE SCHEDULE 80 SWEEPS 18„ = E S SUBJECT 70 00 . Op 0oa o Q VEHICULAR TRAFFIC, SUCH � o p p� °0 o: o'o�C0INTO PULLBOX WHERE SWEEPS COVER AS THOROUGHFARES SHALL °0 60 .o 00 0 0 0 0' ARE REQUIRED. HAVE A MINIMUM COVER OFopo o Q Q+o.Qo �jo .� 24 INCHES. °' (b Cc •0� pdD BED OF 3/4" CRUSHED O ' I NON METALLIC b ROCK GRAVEL 12" DEEP J ! CONDUIT (TYPICAL). & 6" OUT FROM ALL SIDES MAIN OF PULLBOX CB DISTRIBUTION BRANCH CIRCUIT TRENCH DE'R'AIL 5 PULLBOX INSTALLATION DETAIL 6 SECTION NO SCALE E3 NO SCALE E3 EXISTING SWITCHBOARD SECTION AMA NOTES: E.C. TO PROVIDE NEW CONTROL ENCLOSURE. REF CONTROL DIAGRAM. CONTROL ENCLOSURE DETAIL 4 A � � y g CITY OF RANCHO CUCAMONGA :1j . . 4 En ineerin NO SCALE E 3 �� Q" "" "o� ��, Incorporated • APPROVED B DATE RECOMMENDED BY: Tt► 0 CITY EN NEER R.C.E. No.�^ �53 yl LM � NO o n s u l t i n g E l e c r i c a l E n g i n e e r E 933 . ,� ,� SUBJECTION SHEET E� IANDA CREEK PARKEEXP: 3EP309001 19031 Hishway 1 $ Supe 200 48880 Dasart Prower "' 3OF Apple Valley$ CA 91307 Palm Desert, CA 92260 • PROJECT SHEET ( 760 ) 2_42 . 3369 ( 760 ) 77-3 . 4478_ By DATE BY DATE _ OF . OF CAI-�F� Fax ( 7 6 0 ) 242 - 1092 Fax ( 7 6 0 ) 2 4 2 . 1 0 9 2Q DESCRIPTION OF REVISION DESIGN CITY ELECTRICAL DETAILS DRAWING N0: MSE? draamioeoaol . 0om Ifreamioaocyber88t . Com ENGINEER APPROVED „ '� r DREAM ENGINEERING INC, 1998 JOB N0: 9803076 ANCHOR BOLTS (P) CONCRETE CAP POLE DATA WITH 2 NUTS & a "A" MAX MAX SHAFT SECTIONS WALL YIELD BASE ANCHOR NOTES: 1 WASHER 3" DRY PACK MANUFACTURER CATALOG NUMBER POLES LENGTH WEIGHT EPA THK. STRENGTH PLATE BOLTS 11OMPH © 10OMPH 2#4 TIES IN TOP 4" a WHITCO POLE CO. 112-70-18 A14,A2,A3 70' 901 50 TOP 13"X8.56"X31 .72' .1793" 55,000 PSI ROUND (8)1 -1 /4" CONTACT: A ,A5,A6 2 X 6„X60 MR. JIM PRITCHARD A7,A8 MID N/A 30" WHITCO POLE CO. ANCHOR BOLT BOT. 18"X1 2.26"X40.97' 1875 65,000 PSI W/25"B.C. (800)433-7753 THREADED ON BOTH ENDS (TYPICAL) = I'I CONCRETE " 3/4" LI-BOLTS BY POLE MANF. PULL BOX "` 3 HEX NUTS AND ff3l " NON METALLIC 2" PIPE: TENON - - - - - wELDED To ANGLE. 2 FLAT WASHERS o o .,�--SCHEDULE 40 $° CONDUIT REQ'D. PER BOLT. A ° PEA GRAVEL 0 8 °Do 08 °88,°� PLAN A °�a o �°e�e�o °�. 3/4" CONDUIT APPROX 152' l 5 MIN RADIUS v i #4 TIES @ 12" 0.C. FOR LENGTH AND DIAMETER 8#7 VERT REBAR EQUALLY SPACED SEE ANCHOR BOLT SIZE vr COLUMN IN POLE DATA TABLE Q 3000 PSI CGINCRETE NO DEPUTY INSPECTOR REQUIRED. v v v . . . In . v a . ANCHOR PLATE: ANGLE 4" X 4" X 3/8" 1" THK. X 6" SQ. FOR 1-1/4" DIA. c v. ANCHOR BOLTS v v V . v : 2" PIPE TENON v ry WELDED TO ANGLE REMOVABLEAT FACTORY RAINTIGHTv v . . . POLE CAP c 0 0 3/a,. PLATE TACK (TYP.) a 2" COUPLING 1/8., SEE TOP DETAIL CROSSARM FABRICATION DETAIL rf- v v p v v � NO SCALA E4 D TAIL 2_� 3„ NO �+C i Af1 LE #4 TIES ® 12" O.C. -� CLEAR POLE �c fy OOTING NO TL '. �4 36 DIA. 1 . CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AT 29 DAYS, AGGREGATE 1 -1 /2" MAX. FIELD REMOVABLE POLE FOOTING DETAIL 3 2. REINFORCING STEEL TO BE ATSM A-615 GRADE 60. �_RA NTIGHTNO SCALE E4. 3. POLIS SHALL BE EQUIPPED WITH CROSSARMS AS SHOWN SLIP JOINT STEEL POLE CAP ON DETAIL OVAL 4" X 6-1 /2" HAND HOLE WITH 24" MIN. v - LUG & COVER PLATE APPROX 8" ABOVE BASE PLATE, 2" DIA SCH. 40 PIPE -- CABLE HOOK 2" DIAMETER STANDARD STEEL COUPLING NON FIELD SIDE (P) BULLHORN WITH 2 BOLT I SIMPLEX CONNECTION & WELDED TO LOCATED A TOP OF POLE & 2" DIAMETER STANDARD -- INSIDE OF SHAFT SECURITY LIGHT PROVISION �e STEEL COUPLING PERPENDICULAR 'TO FIELD WITH HAND PERPENDICULAR TO FIELD I ORIENTED DIRECTLY D HOLE ON OPPOSITE SIDE. WITH HANDHOLE ®90' OPPOSITE COUPLING I * REF. DETAIL 1-1/2" COUPLING AT 1" FROM TOP 12 ► � , - 4. ALLOWABLE LATERAL SOIL PRESSURE 100PSF FT. OF LOCATED AT4" FROM TOP 3"x 5"x DEPTH BEGINNING 1 FT. BELOW GROUND SURFACE SOIL o YHA 37 WALL - TYPE CLASS 5 SILTY CLAY. NFORCED 3' ND HOLE 5. Al.:- WELDING SYMBOLS PER AMERICAN WELDING SOCIETY ,A, ST.'NDARD WELDING SYMBOLS. TWO BOLT SIMPLEX ° 6. IF GROUND WATER OBSERVED WHILE DIGGING FOOTING, 1/4" CONTRACTOR IS TO STOP IMMEDIATELY AND NOTIFY ENGINEER. 3"6" REINFORCED HANDHOLE X.237"WALL 7. PROVIDE MECHANICAL VIBRATION FOR FULL DEPTH OF Uj CONCRETE PILES. SHAFT TOP DETAIL 8. PROVIDE PLYWOOD COLLAR AROUND THE HOLE AT TOP 3/16" 1/2" DIA. HEX HD. CAP SCREWS OF EXCAVATION TO PREVENT DIRT FROM ENTERING. CASTING STEEL NOTE: PLATE A 9. THE HOLE SHALL BE DRY WHEN POURING. INSPECTOR SHALL INSPECT FOUNDATION PRIOR TO POURING. 30' 1. HANDHOLE TO BE REINFORCED WITH A PLATE OF THE - SAME THICKNESS AS THE POLE. REINFORCING PLATE 10. PLACE CONCRETE IN ONE CONTINUOUS OPERATION. TO BE 2.5 TIMES AS HIGH AS AND 2.5 TIMES AS WIDE CONCRETE SHALL BE PLACED IN THE SAME DAY AS 3/16" THE SIZE OF THE OPENING, AND CENTERED ON HANDHOLE OPENING. THE COMPLETION OF DRILLING. POUR CONCRETE AGAINST 1" PROJECTION A UNDISTURBED SOIL. VIEW A-A 11 . CONTRACTOR IS TO SUBMIT SHOP DRAWINGS PRIOR TO S-iA1-1<T OF CONSTRUCTION SHOWING ALL POLE DIMENSIONS. BEFORE THIS SUBMISSION CONTRACTOR SHALL HAVE A A 1/2" -13NC TAP SECURITY LIGHT DE• ERMINED & VERIFIED ALL DIMENSIONS ARE COMPATIBLE 4" X 5 1/2" IN HANDHOLE RIM 1/4" 45, BULLIIORNDETAIL FOR PROPER INSTALLATION OF FOOTING, OL-E5; LUMINAIRES, '� HANDHOLE RIM FOR GROUNDING 3"x 5"x BALLAST BOXES, SPEAKER ETC. 4" X 6-1/2" 2/4WIDE X 1/ 4 237 WALL 1/4"x 2" BAR REINFORCED HANDHOLE RIM (NON FIELD SIDE) 5' AND COVER BACKING BAR HAND HOLE �..._..-.. PROVIDE WITH WELDED NUT FOR (10 GAUGE) POLE �PECj_f_1 i GROUNDING PER NEC ARTICLE 410-15(2).POL I CA 7,ION. 1 4" / 1 . MATERIALS: CONDUIT OPENING IN BASE BASE PLATE AND FLANGES: ASTM A-36 PLATE TO BE 1/3 MAX. OFPOLE DIAMETER F WIRE GUIDE SHAFT: STEEL 55,000 P.S.I. YIELD, ASTM A595 GRADE A. POLE FABRICATION DETAIL r4POLE2" I.D. PIPE ANCHOR BOLTS: ASTM A-36 (79,000 MoD. YIELD) - HANDHOLE REINFORCEMENT CONDUIT OPENING TO BE SHAFT A 1/3 SIZE OF POLE DIAMETER. ANCHOR PLATE: ASTM A=36 (36,000 MIN. YIELD) NO SEALE �.} T , HANDHOLE RIMS: ASTM A- 36. (36,000 MIN. YIELD) BASE r'�LLD WELDS: ALL BUTT WELDS TO BE GROUND FLUSH WITH POLE HANDHOLE/COUPLING BASE METAL. LONG'TUDINAL: BUTT WELD PER AWS. D1 .1 . CIRCUMFERENTIAL: BUTT WELD WITH PERMANENT BACK- UP RING FULL PENETRATION, PER AWS REFERENCE SPECIFICATION Q D1 .1 , E-70 ELECTRODES. �Q��1 .881 A� EngineeringCITYOF RANCHO CYCA MONGA2. FINISH: FOR ADDITIONAL POLE �� QN M. Noye �� ,9 Incorporated APPROVED BY,, POLE: HOT DIP GALVANIZE PER ASTM A-123. FABRICATION INFORMATION. �, ,� ti �, DA r A RECOMMENDED BY: HARDWARE: HOT DIP GALVANIZE PER ASTM A-153. No C o n s u l t i n g E l e c t r i c a l Engine r S CITYE"GINEER R.c.E. No.i�' 8333 Q SUBJECTION SHEET ti 3• POLES C.C.R.BE DESIGNED IN ACCORDANCE WITH TITLE 21 & EXP: SEP 302001 '* 19031 Highway 18 Suite 200 48880 Desert Flower ETIWANDA CREEKPARKE "4 .5 •_ 24 OF C. 1994 UBC 70 MPH ZONE. of Apple Valley , CA 92307 Palm Desert, CA 92260 --- - PROJECTSHEET ' 4. POLE SECTIONS TO ASSEMBLED IN FIELD BY CONTRACTOR, �'9j► <F TA cP P�`� (7 6 0 ) 2.4 2 . 3 3 6 9 ( 7 6 0 ) 7 73 . 4 4 7 8 BY / DATE BY DATE SOF CA0 Fax ( 760 ) 242 . 1092 Fax ( 760 ) 242 . 1092 POLe/FOOTING OF0 DESCRIPTION OF REVISION DESIGN CITY DETAILS DRAWING NO: RAN CsE7 DRAM £NG/NEER/NG. INC. 1998 dr0ami0a0a01 .00m draamJ0a0Cybars8t . COm ENGINEER APPROVED JOB NO: 9803078