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HomeMy WebLinkAboutLions East Park 3' ,....,Ir..,.,6.. :..:.': ,.. �. fj r,a .... .ii'i•�:"�`I�"A'�' � ., •.7r?� wR,..:At.ea.4+rK•'+.!.Il�r.•w�{... rv�. n w1* `f . JL 40 !a SHEET �' INDX E SE0 ARC 011446 LIONS NT E R C 0 MU, ,,N,, ITY C EAST OF CA .Architectural Plumbing T-1 Title Sheet P-1 Symbols & Legends A-1 Site Plan P-2 Plumbing Plan J o B N o 95091 PrAR A-2 Demolition Plan IONS3A T ESept. 11, 1996 t A-3 Floor Plan DRAWN A-4 Enlarged Plans, Sections { P F`117� A-5 Tile Layout Plan T- n��` T �' A-6 Tile Patterns T"'IC,, C,,, �� � 3 Electrical I IL A-7 Reflec. Clg. Plan E-1 'Symbols & Schedules A-8 Roof Plan E-2 Demolition Pian W Z asei� eA-9 Ext. Elevations E-3 Lighting Plan o A-10 Door & Window Sch. E-4 Power Plan W � c o ucar A-11 Finish Schedule E-5 Single Line & Panels ct A-12 Int. Elevations ' A-13 Int. Elevations STANDAR" DSYM" IbOLSA-14Int. Elevations�► AB4BREVIATIONS � A-15 Int. Elevations 0 U ct AENWXV1A noN5 A-16 Int. Elevations Civil � SYr�eoLs A B. ANCHOR BOLT EQ, EQUAL14 �4 rz ABV, A EXH• EXHAUST JB �°R RD.RAORADIUS �- LINE A-17 Int. Elevations C-1 Clearing, Grubbing, R.D. ROOF DRAIN g EXIST. EXI5TIN6 JST. JOIST AIC AIR CONDITIONING 0 DIAMETEiZ � DATUM POINT � ._ ,. �1 � 0 RE I NF. REINFORCED L ANGLE ADVI_ ACOUSTIC L EXP. EXPOSED �. REQUIRED s ,,,� 1 A-1$ Details and Removal Plan ADDt ADDITIONAL EXT, EXTERIOR K.P. IN& POST R��OF ADT. ADJUST O .. � AT A-19 � Details _ ALT. ALTERNATE FD. FLOOR DRAIN LAM. LAMINATE RM. R ROTOF FO°T C 2 - Precise Gradin Plan �,�• ANON LAV. LAVATORY RR ROOF RAFTER INCH NO. ORP A �'-- MATCH LINE /GRID LINE g ALLH. ALUMINUM FON. FOUNDATION R.S. ROU6}i SAWN • v F.E.G. FIRE ExrIN6u►SHER CABINET LB. POUND ! A-20 ,Details C-3 1 F.F. FINISH FLOOR LOW. LOUVER S.G. SOLID GORE Construction Plan � BD, BOARD F.6. FINISH GRADE / FIXED GLASS LT-W. LIGHT WEI&HT SGHED. SCHEDULE ENLARGE PLAN / DETAIL NO. ct BLDG, BUILDING PIN. FINISH 5EG, �T,� �T No, A-21 -Accessibility Notes C-4 I)Gtail Sheet-Civil BLK. BLOCK (IN&) FIXT. FIXTURE MAS. MASONRY SHT. SHEET O BM, BEAM FLR_ FLOOR MATL. MATERIAL . y B.N. BOIRrDRY NAILMI6 FLUOR FLUC�FZFSGENT 5HT6. SHEATHING — MAX. MAXIMUM SIM. 51MILAR 8LD6. SECTION LETTER C-5 Detail Sheet—Civil BOT. BOTTOM FAB. FACE OF BLOCK MB. MACHINE BOLT SPEC. SPECIFICATION (5) O BTWN, BE7tisEEN F.O.S. FACE OF STUD MECH, MECHANICAL SHEET NO. / 5T SQUARE C—`fes `► V 1 1.1 1t.G s, ~� F.O.W. FACE OF WALL MED. MEDIUM 5TD. STANDARD � � GAB. CABINET FR. FRAME MFR. MAN-FACTURE (1y (IN&) 5TL. STEEL GER CERAMIC MIN. MINIMUM 5TOR. STORAGE �, � •� G.I. CAST IRON �RM6. FRAMING MISC. MISCELLANEOUS STRUGT WALL SECTION NO. CA-R. CLEAR STRUCTURE (AL) T \ I FTG. FOOTING (5) MTD. MOUNTED SHEET NO. v GL6. CEILING MTL. METAL T TEMPERED Structural GNU CONCRETE MASONRY UNIT 6A. GAUGE TEL. TELEPHONE �-- ELEVATION ORIENTATION / NO, + G O.F. CENTER OF FRAME 6ALV. 6ALVANIZE (D) N.I.G. NOT IN CONTRACT THK. THICK SO-1 COL. COLUMN 6B. GYPSUM BOARD NO. NUM13ER TOB. TOP OF BEAM SHEET NO. Plans, Details, & Notes C'`O ' COMPACT 6.1. GALVANIZED IRON N.T.S. NOT TO SCALE i CONC. GONGRETE T.O.G. TOP OF FRAME SO Details Landscape 6LB. GLUE LAMINATED BEAM T.O.F. TOP OF FRAME � , CONN, CONNECTION GYP. GYPSUM O.G. ON CENTER T Ol. TOP OF LEDGER ELEVATION / SECTION / CONST. CON5T•RUGTIDN OPNEi. OPENING I CONT. CONTINUOUS HB. HOSE BIBS T.D.P. TOP OF PARAPET FLR. PLAN NOTE PTO. L-1 Landsca a Plan d 0 O _ oPP. OPPOSITE T.o.S. TOP of SHEAT>•iIN6 p M G.T. CERAMIC TILE HH.r,. HEADER LOH CORE 05A. OUTSIDE AIR T.O.W. TOP OF WALL RESTRDOM AGGES�,�ORY I ay. ovER TYP. TYP{GAL SCHEDULE No. (,,.-z Irrigation Plan a � °' �•• ��-E HDGP, HANDICAPPED g ROOM NAME U • •_ D.F. DRINKING FOUNTAIN HDI3D. HARDBOARD Pl1Bi_IG ��� URL URINAL UNLESS NOTED SSE Q DIA. DIAMETER. H&R, HANGER (5) P.A. POST W DIM. DIMENSION H.M. HOLLOW METAL P.C.C. PORTLAND CErENT LONG. IxzINAL L-3 Detail Plan-Landscape U M. DOWN HORIZ. HORIZONTAL P.J. PANEL JOINT DOOR SCH®ULE NO. I L-4 Detail Pian-Landscape ' w OP. DEEP HOUR HR. PL. PLATE V.G.T. VINYL COMPOSITION TILE DOOR NT. H1=16HT VERT. VERTICAL � j pe PLAS. PLASTER COLOR SCHEDULE NO. � w Q M � e D.S. DOWNSPOUT � HVAC HEATING / VENTILATION PLN. PLAN (5) W/ �WITN . Mechanical , 0 �, DWG. DRAWING (5) AIR GOND{TIONIN6 PLYW'D PLYYIOOD K.C. WATER CLOSET v PHIL. PANEL WD. WOOD REVISION NO. d Q Z EL EACH INFO. INFORMATION PR PAIR W.H. WATER DATER M-1 SCh edu es & Legends H _ Y o ELEC. ELECTRIC (AL) INSt1L. INSULATION PS.i, P+OUND�� / SC;aIJARE INCH hV0 WITHOUT , co ,.� :... ELEV. ELEVATION OR ELEVATOR INT. INTERIOR KK WATER RESISTANT REVISED AREA Q ; W56T. WAIN5C.OT M-2 Demo Plan—Meeh. a, O Q M rn M-3 Remodel Plan-Meeh. = W TABULATIONM 4 Sections, ►� C O o s, Details A Y � x M-5 Control Diag. & Detains W 3 X THIS PROJECT SHALL COMPLY WITH TITLE 24 . ,,,,�r,,, "< �' S an wur ; W air sr ARCHITECT a r1 . Y AM 7 ?-- O U PETER J. PITASSI• ARCHITECT PETER J. PITASSI, A.I.A. E !+ 3 - — _— E E_ Z j AND THE 1994 U.B.C., U.P.C.,U.M.C.AND THE 1993 NI.0 909/980-1391 ' RANCHO W 8439 WHITE OAK AVE., SUITE 105 sT 1 7 � � ��r�r su. � `�^ W (Fax)909/944-5814 �.x r CVtr� ON rr ♦ Q I RANCHO CUCAMONGA, CA. 91730 (Eel rs�nsEat7u�_ - Q 00 Cc OCCUPANCY: 19TIH v 0� )1?JP��Iximenet.com Ss ! . STRUCTURAL ENIATNEER RICK BYI�D, S.E. TYPE OF CONSTRUCTION: TYPE V. NON RATED BYRD AND ASSOCIATES t .. •� 0�1 $��� § - c.t o > o,on 909/483-0200 \ `"}n — '9L: r. Ips� 10134 SIXTH ST., SUITE A (Fax 909/483-0205 wrn „ CONSULTANT RANCHO CUCAMONG CA. 91730 �, ` W *rtACE BASIC ALLOWA$LE FLOOR AREA 6.000 sq. ft. �sT sr sr 62 `� w :, i r -- I ii.lv�r ELECT. ENGINEER ,e”' sr ,,L.y, _' - Per U.B.C. Table 5-b MECH.,PLUMB., KEVIN KEYFAUVER_P.E.y S& K ENGINEERS �`. W 818/930-1383 vWTA u ="O'"�it t� <• Y 310 E. FOOTHILL BLVD., SUITE 100 (Fax 818/930-1385rrsA'R°"g, �! �I => ALLOWABLE FLOOR AREA INCREASE: 38'-0"to West Property Line ARCADIA, CA. 9100,6 ' Per U.B.C. Section 305.1.3 • 38'-0"-20'-0" 18'-0" J - 1 n I G < 7 y5 Aita , _— INTERIOR FINISH CONSULTANT r�,�``�y"S; PROC `` ~ rr '" ""` : 'r LOM e 18 x S - 90%increase BETTY NOLL WOOD ASID DESIGN WEST 909/899-7128 �� sr ro f'► 616000 x 1.9 11.400 sq. R. 13971 ANNANDALE LANE Fax)9-7109/899-7129 � � � �RANCHO CUCAMONGA, CA. 91739 ` 1 z" 'L' > Z' a "uW r ACTUAL BUILDING FLOOR AREA: 11, 384 sq. R. LANDSCAPE ` �17A LOA44 :° `' Alla 'Zry " sf n. a; �A '� r > r7 em,KJ U lAC'AyA 1 L% 1 'A s ARCHITECT LAURA BONACCORSI 3 ; .c � K ICH' ROLA sT_ °"" Ros _ CITY OF RANCHO CUCAMONGA 909/47]_2740, .os sr �1 a' �'e�sf u►� "g • PARKING REQUIRED- LIONS EAST: = 11,384 + 250 43 ENGINEERING DEPARTMENT gieoe��-SASE LINE C or C.1 __ > Uoly SA IV a RO .s►rsa� v�oo _ 1 per 250 gross square feet 10500 CIVIC CEN'T'ER DRIVE " I 3" ER ,rRxl �. :" 1 Y' � ' loJao rs P.O. BOX 807 I 1 dHu �R, 0 3,k" N �� .. ', „a�, CUCAMONGA +� <a��CpQ y p�/'y��r nyr�� i 4LLt.� L�-. �, ,__ _ N ' I S� n int '�i W >AL0411 R fQI/M00° j . ( / RECOMMENDED Y 1, RANCHO CUCAMONGA, CA. ,� �ti •r, ,., - - - } s� *-- -' ._-- ; APPROVED BY: �.� / E PARKING REQUIRED•LIONS WEST: = 9,871 + 250 = 3S CITY ENGINE ✓ w ' 1 per 250 gross square feet CIVIL ENGINEERPAW ALTO P CITY OF RANCHO CUCAMONGA JOE O'NEIL, C.E. I w Y sip uN � 6uM < i ;,` - / �-�' DATE: - 909/477-2740 • SUBSECTION SHEET _.- Total Spaces Required 84 ENGINEERING DEPARTMENT t . j.PAW 10500 CIVIC CENTER DRIVE .,� 7 ,� ,,,G„- , 2 Plan Check Comments ��, RED *r "` >arC.i�avc,- uMOLft PARKING PROVIDED: P.O. BOX 807 HIL' ° � < �.� Z• I s 100 STANDARD �, o �� / >. a r c 50'1001 OF RANCHO CUCAMONGA, CA. sv y, ;i rewsr�4 PROJECT .�, _ W a Addendum No. 2 x/25, � 6 H.C. P �, t � ;� .� �ry ` ` ` ... 2 VAN •J;Sk : .:. w x ,,a. C ... 108 Total Spaces ���" �• „ I sr ,G_ „� t ., N.c�` .,�,.r .` •,�o, Si t F $Y fl�1TE BY QATE OF � 7 C REVISION DESCRIPTION DESIGN DRA*,,x 'G ENGINEER APPROVED T-1 • J5063 ..E.r♦.,, , ...• ..wr.l�:.....�.rr..—.—�. .a.s•r ..rl.Irlrr.w,.........,.,.....^..,I.�r... --------.'i M1 tee,. - may _ ,.., F _ - ., s . rJ r J L ARC�,�T - v�.Q��� c�nJ► SITE PLAN NOTES G11446 . _ — — — — — 1 \ EXISTING BUILDING REN. Q. OF C I 4�. NEW RETAINING WALL I I, 5❑ NEW STAIRS )O B No 5091 I 6. - ❑ DATE Sept. 11, 1996 f7 NEW NEW WALK BRAWN NOT A PART - SEE ALT PARKING DRAWINGS 8� NEW CURBS ( I Cg] REMOVE EXISTING WALL 10 NEW TRASH ENCLOSURE j 11 REMOVE EXISTING WALK ( I I i 12 NEW CURB RAMP I 13 NEW STRIPING PER CITY STANDARDS H.C. STRIPING AND SYMBOL PER CALIF. BUILDING CODE. I t 4 FLAGPOLE N0.1 - 20'-0" HIGH 15 FLAGPOLE NO.2 - 25'-0" HIGH O Z ct I 16 BENCH, SEE SPECIFI TI I LIONS WEST CA ONS W U 17 BIK K -. I NOT A PART - SEE LIONS WEST DRAWINGS �� -�_---- r _� ,_��._�_, ' N,--� \ PROVIDE 3 T' AND 2) 2" DIAMETER C0NIWT WITH PULL R '�Y -Al 1E AT WEST SZE OF PARKING ARE. PER CITES MECT110N. R TO *ASIDE � U p RA CHANtCAL ROOM AND TERMWA;�E PER CITES DIRECTION. WJ F ——————--� - PATCY AND SEAL EXISTING A.C. PAVI / � CONCRETE PAVING AS REQUIRED. �1�/ I I �19 `•�QVER UNDER71r. DRWAIAES. ��C: 5 GlQ - �••1 P0 H.C. PARKING SYM8Ol �1 � y H.C. ENTRANCE SIGN '^ U CONC. FINISH: WOT - WASH OFF TEXTURE BF - BROOM FINISH 23 ^ s a EXISTING FIRE HYDRANT O NOT APART - SEE ALT PARKING DRAWINGS O c— J 20 SEE CIVIL DENOTES LIMITS 0 WORK TYP. 13 TIP ADDITIONAL NFVIN OR TIONRAWIN • rT 14 _18 ct GENERAL NOTES: O �/ I15 Q I � 12 ; 1• SEE CNIL DRAWINGS FOR ADDITIONAL INFORMATION. O {{ W 2. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. E..� 17 r II 3. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. _ II U 7. BF "` Pi i i NOTE: PREVIOUS BUILDING W 1 As A COUNTY..._, BRANCH LI BRARY F I ... o U a i _ Li < F— U 6 � Ii 7 i --� w N k 7 LIONS EAST W < M co 7 j I f t• it E- < Z O � O rnrn I I I IZr < 0 0 WOT U I I • NOT APART — SEE T PARKING DRAWINGS 25L 60' Uj _ w I 5 4 E II 3 z 7 W } II E- U I I I i i I W r7 Z � I 7 II a < III a Q i II II ort '- ONSJLTANT I 9 I I a I II _20,_0" IIII � I I 7 II R 7 10 8 CITY OF RAN0iO CUCAMONGA 23APPROVED BYRECOMMENDED BY: 3 CITY ENGINEE 21 _ CE: 249DATE: K�i SUBSECTION SHEET OF 1 Addendum No 2 PROJECT SHEET E / '-7 By DATE BY DATE OF `� / 'd 0 REVISION DESCRIPTION DESIGN CITY MAMiZ NO, ENGINEER APPROVED A-1_•� 1 1 T� 95091 Al -E Q I' DEMOLITION PLAN KEY NOTES: �Ep ARCy� v 29. REMOVE EXISTING FLOOR TILE AND BASE COMPLETE. REPAIR AND FILL FLOOR * G11446 a SURFACE TO RECEIVE NEW FLOOR FINISH MATERIAL. 30. EXISTING STEEL COLUMN TO REMAIN. REMOVE EXISTING 2X6 WOOD TRIM AND '/2" KEN OF DIAMETER BOLTS. c Al\E - - -- - - - 31. REMOVE EXISTING CARPET COMPLETE. REPAIR FLOOR SURFACE TO RECEIVE NEW 13 FLOOR FINISH MATERIAL. ' 32. REMOVE EXISTING DRINKING FOUNTAIN. ��. : 95091 33. REMOVE EXISTING T-BAR CEILING, LIGHT FIXTURES AND EQUIPMENT COMPLETE. Sept. 11, 1996 34. EXISTING LOAD BEARING WALLS SHALL HAVE LOAD ADEQUATELY SHORED AND BRACED PRIOR TO DEMOLITION. CONTRACTOR TO PROVIDE ENGINEERED SHORING V^: AS REQUIRED. L52 "E 13 4� 35. REMOVE EXISTING PAIR OF STOREFRONT DOORS TO ALLOW FOR NEW SINGLE LEAF J DOOR AND STOREFRONT. �7 36. PRIOR TO REMOVING EXISTING STEEL COLUMN AND GLU-LAM BEAMS. LOAD SHALL BE ADEQUATELY SHORED AND BRACED. CONTRACTOR TO PROVIDE ENGINEERED Q� F - --- 4� - I r SHORING AS REQUIRED. 5 r , 47 > 33 - _�_ _{ _ __ �. I i 37. ALL EXISTING BOOK RACK ANCHOR BOLTS IN THE CONCRE'T'E FLOOR SLAB SHALL. BE r48 CUT FLUSH WITH THE CONCRETE FLOOR SURFACE AND GROUND SMOOTH.TO (( I ? RECEIVE NEW FLOOR FINISH MATERIAL. I 14_g 34i / _ - `6G S2 I G-) 6�61 1 f ' I 38. REMOVE EXISTING ROOF RAFTERS AND SHEATHING TO ALLOW FOR NEW SKYLIGHT. • SEE STRUCTURAL PLANS. Z 39. REMOVE EXISTING BASE CABINET, SINK,COOKTOP. UPPER CABINETS. AND STORAGE • T iUQ- -- - - - - - - UNIT. - I cc3 411 I ( 40. REMOVE EXISTING CARPET COMPLETE AND RUBBER TOP SET BASE. REPAIR FLOOR SURFACE TO RECEIVE NEW FLOOR FINISH MATERIAL. 4-1 3`I _- - - -- J3 __ j I I -- - 1 41. REMOVE EXISTING VINYL TILE AND TOPSET BASE AND REPAIR FLOOR SURFACE TO Ell" ^ O 7� ^- RECEIVE NEW FLOOR FINISH MATERIAL. �� '� • ?�� 42. REMOVE EXISTING LUMINOUS CEILING, LIGHT FIXTURES AND EQUIPMENT, SOFFIT FRAMING, WOOD TRIM COMPLETE. V 1 `�✓ 43. REMOVE EXISTING 2' X 2' GRID INTEGRATED LUMINOUS CEILING. LIGHT FIXTURES 51 38 I I �35� I I AND EQUIPMENT COMPLETE. SLOPED AND VERTICAL FRAMING AND GYPSUM _ __I ( BOARD AT UNDERSIDE OF ROOF RAFTERS SHALL BE REMOVED AS NOTED ON THE v l E 3 > < { -3 I > I I STRUCTURAL PLANS. v 44. REMOVE EXISTING 2' X 2' GRID INTEGRATED LUMINOUS CEILING, LIGHT FIXTURES �� O E - 44 AND EQUIPMENT COMPLETE. VERTICAL AND HORIZONTAL FRAMING SHALL BE O 1 - _ REMOVED AS NOTED ON THE STRUCTURAL PLANS. 45. REMOVE EXISTING T-BAR CEILING, LIGHT FIXTURES AND EQUIPMENT. SLOPED AND PLASTER SOFFIT FRAMING. COMPLETE. 'w ct I I I (J1 I I 46. REMOVE EXISTING ACCORDION DOOR HARDWARE,JAMBS COMPLETE. 40�- 47. REMOVE EXISTING PLASTER CEILING TO ALLOW FOR NEW GYPSUM BOARD CEILING. O i l 33 3 1! 48. REMOVE EXISTING TRACK LIGHT FIXTURES. 49. REMOVE EXISTING COUNTER. 50. REMOVE EXISTING ROLL-UP GRILLE AND HARDWARE COMPLETE. 34 51. REMOVE EXISTING CHARGE DESK FIXTURE. 52. REMOVE EXISTING CERAMIC WALL TILE AND REPAIR WALL SURFACE TO RECEIVE v�v rNEW FINISH. 43 Ai REMOVE EXISTING DRYWALL COMPLETE. ISI - - _- 53. COMPLETE REMOVE (STING HORIZONTAL WOOD RAIL, LOUVER DRAPES, AND HARDWARE ,n o INSTALL INSULATION AND NEW t I t 54. REMOVE EXISTING STOREFRONT AS REQUIRED TO ALLOW FOR NEW DOOR. 5/8" GYP. BD. AT ENTIRE WALL. ' 3$ 55. REMOVE EXISTING GLU-LAM BEAMS. SEE STRUCTURAL PLANS FOR HARDWARE TO L i REMAIN. I 56. REMOVE EXISTING STEEL COLUMN LEVEL WITH FLOOR. - - i� AL2 4 LEGEND y I 57. REMOVE EXISTING ATTIC ACCESS AND LADDER COMPLETE. - 3 ^ o ..yI Q < Z � o 7CC 58. REMOVE EXISTING FIRE EXTINGUISHER,BRACKETS, AND CABINETS COMPLETE. _ < o �� II O Caoo REMOVE EXISTING DOOR(S) AND, IF NOTED ON DOOR SCHEDULE, FRAME COMPLETE. 9 5) REMOVE EXISTING TROPHY CASE AND FORWARD TO THE CITY OF RANCHO ' I' [30� CUCAMONGA FOR THEIR USE AND STORAGE. DO NOT DAMAGE. - - REMOVE EXISTING WALL COMPLETE INCLUDING TOP AND BOT"1'OM - - }} PLATES. 60. REMOVE TACKBOARD AND HARDWARE. I G1. REMOVE PROJECTION SCREEN AND HARDWARE.EXISTING WALL TO REMAIN. ��-y � � C o 15]4 62. REMOVE EXISTING PLASTIC LAMINATE FROM FRAME OF CABINET AND COUNTER w a < - REMOVE PORTION OF EXISTING WALL TO ALLOW FOR NEW WINDOW 4LTOP a Q I, OR DOOR (SEE INTERIOR ELEVATIONS AND FLOOR PLAN), co cr 63. REMOVE QUARRY TILE IN DISPLAY CASE. REPAIR SURFACES AND INSTALL GYPSUM BOARD FINISH. NS�L i AN e i' I ti NOTE: SEE STRUCTURAL, MECHANICAL, PLUMBING, AND C ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION. u I' NOTE: SEE FLOOR PLAN FOR LOCATION OF CUTOUTS IN MASONRY WALLS. rFno�th CITY OF RANCHO CUCAMONGA APPROVED BY: /t ` :, - // RECOMw ft. CITY ENGIN ERDATE: r . .. � RCE: Addendum No. 2 �0''E`'T s"� F 9/25/96 1 3 of y 7 c fffWEWfW I 1/8"_ ,-0" REVISION DESCRIPTION 00M c"yDEMOLITI N FLOOR PLAN R" wa aA _2 a `` � 5 83 I 1 WALL LEGEND: NOTE ALL NEW INTERIOR WALLS TO RECEIVE R-I 1 6" 22 GAUGE METAL STUDS AT 24" O.C. WITH 5/8" TYPE "X"GYPSUM FLOOR PLAN KEY NOTES. fl ARC INSULATION U.N.O.. WALLBOARD EACH SIDE RUN WALL TO ROOF STRUCTURE ABOVE UNLESS y� P NOTED OTHERWISE. CONSTRUCT AS INDICATED FOR ONE-HOUR �(i� SER J.P F ASSEMBLY PER 1994 U.B.C. TABLE 7-B ITEM NO. 16-1.1. 4PTVRS TO ft EXISTING GYPSUM LATH AND PLASTER ON 2X STUDS AT 16"O.C.. I- 0- 0.0. 'Af rf4\/w. 111-O0 1 11-0 - ____� •t-___- 65. 24" UFilil'PI.AS'I'10' I.AMINA'I'T?U 13ASL's('A131NIi"T. Si{I:. INTI?RIO{( I•:I,I;VA'I'I()NS i�(N2 G11446 6"22 GAUGE METAL STUDS AT 16" O.C. WITH 5/8"GYPSUM WALLBOARD - ADDITIONAL INFORMA'T'ION. \ { jlJT�T7 EXIS'T'ING SLUMP BL X'K. EACH SIDE. RUN WALL TO +6" ABOVE CEILING UNLESS NOTED � OTHERWISE. BRACE AS DETAILED. 5'ND5 T,* ftI-0.00, /�PPRO'> 9P. 00. 12" DEEP PLASTIC LAMINATED UPPER CABINET. SEE INTERIOR ELEVATIONS FOR J,f, � INFORMATION. EXISTING C.M.U. WALL. \ ADDITIONAL INFO OF CpL�F�� 67. STAINLESS STEEL SINK. SE B,ING PLANS FOR ADDITIONAL INFORMATION. 3-5/8"25 GAUGE METAL STUDS AT 24"O.C. WITH 5/8"GYPSUM WALLBOARD 1 HOUR RATED CORRIDOR r ~! �- < ,- EACH SIDE. RUN WALL TO +6"ABOVE CEILING UNLESS NOTED 0 68. SKYLIGHT SHAFT ABOV `'�` x Imo, '` �' i-=--� OTHERWISE. BRACE AS DETAILED. S70P5TO W 1,0.0i0, THP. ,H 69. DISPLAY CASE WITH CLEAR,TEMPERED GLASS SHELVES AND SLIDING DOORS. SEE 3-5/8"22 GAUGE METAL STUDS AT 24"O.C. WITH 5/8"TYPE "X"GYPSUM J - - aQ /' INTERIOR ELEVATIONS FOR ADDITIONAL INFORMA'T'ION. ;OB %0 95091 WALLBOARD EACH SIDE. RUN WALL TO ROOF S'T'RUCTURE ABOVE ,� - G ' �� _ _ N� UNLESS NOTED OTHERWISE. CONSTRUCT AS INDICATED FOR ONE-HOUR � � � Cou�+e` s,N►�zn, 70. STORAGE CABINET. SEE INTERIOR ELEVATIONS FOR AUUII'IONAL IM'ORMATION. n�t Sept. 11, 1996 � _ASSEMBLY PER 1994 U.B.C. TABLE 7-B, ITEM NO. 16-1.1. STV VS To ft I, C.,�0, Py0v. 1�L �p U � �► �� 71. STOREFRONT FRAME AND GLAZING TO MATCH EXISTING. fl/ 72. HIGH/LOW DRINKING FOUNTAIN. SEE INTERIOR ELEVATIONS AND PLUMBING PLAN FOR ADDITIONAL INFORMATION. CD- 1 ,A 6 5 z - -- - - = 73 PLASTIC LAMINATED STAFF SERVICE COUNTER SEE INTERIOR ELEVATIONS FOR ^• N i0� -� _ '% f ADDITIONAL INFORMATION. W �� �• ' 0 I 74. EXISTING ATTIC ACCESS LADDER AND ROOF HATCH ABOVE. �/ 1^ STAFF WORK ROOM 11LL I . . h A_1 � `"'�' 2 l _- _ 75. WATER HEATER. SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. \ I . 5 A-14 N „ /�, 3�0` _ I ,,,..,:`�.� il ,. 4 _ - 76. MOP SINK. SEE INTERIOR ELEVATIONS AND PLUMBING PLANS FOR ADDITIONAL INFORMATION. . ♦ k` r T. �' �( 77. URINAL. SEE INTERIOR ELEVATIONS AND PLUMBING PLANS FOR ADDITIONAL. g1-O�( 91 QIIt 5�$ Ri;N,dV G1(15•*Irls A H L INFORMATION. oki6 N 1"D ill N "'� I I MATG HrN KK I1 78. WATER CLOSET. SEE INTERIOR ELEVATIONS AND PLUMBING PLANS FORkiti • -`"`'O• ADDITIONAL INFORMATION. - Ect ) U !f 79. LAVATORY. SEE INTERIOR ELEVATIONS AND PLUMBING PLANS FOR AUUI'F'IONAI. INFORMATION. 37 `v �L " 80. SOLID COMPOSITION TOILET PARTITIONS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. Irk ��v � �y 67 a� M. t -- 410RAM Flo s # 81. REFRIGERATOR. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. OQ ct 93 82. STAINLESS STEEL SINK WITH DISPOSAL. SEE PLUMBING PLANS FOR ADDITIONAL ANCA 112T INFORMATION. ct JAWOR 83. 24" DEEP PLASTIC LAMINATED PANTRY. SEE INTERIOR ELEVATIONS FOR 1 ADDITIONAL INFORMATION. r ,� `a� `- •� l�rl I 84. SOLID COMPOSITION URINAL SCREEN. SEE INTERIOR ELEVATIONS AND I^� TR P - 3 ''�- '� M w I - I SPECIFICATIONS FOR ADDITIONAL INFORMA'T'ION. O S� � ��. 12 ' q A � . 4-s $ � q 85. 45 MIN. FIRE RATED GLASS BLOCK ON RADIUS. LABELED AND INSTALLED IN f ACCORDANCE WITH MANUFACTURER'S LISTING. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. L171 ct 12 V ON p w ,.' ' � • wr y _ ; _i' �� 86. 2'- X 2' _ - ;kfr 1 N )" -U"OPENING WITH 12" X 12" GLASS BLOCK. O' Sri w e , - - -� -_ f 87. PROVIDE 4' X 6' CONFERENCE UNIT SURFACE MOUNTED WITH TOP AT 6'4O' ABOVE 6� FINISH FLOG ( .N.O o rF .' I p- I 1� )_ 88, REMOVE MASONRY PILASTER END AND SACK EDGE TO FINISHED APPEARANCE. t� - - y -- - - ---- - - PAINT AS MASONRY s a ° - N W d- �y quina bl M' M rvM Mme l+Y MnW "r5 I _ I 89. EXISTING GATES. Q U a 07 90. DISABLED ACCESS SYMBOL, f fN f ( � \ TIV Y ROOM 11� __ _ _.._ _.� 91. VINYL LETTERS ON GLASS TO READ"REGISTRATION") GH - - ra -N � I 92 FULLY RECESSED FIRE EXTINGUISHER CABINET Wil H 2A-IUE3- ( T IRI [ X T IN t IS{ILR �}Vol- N• � JN -V ! 1 ,. `;`,� a �� 3 rt tl1 93. SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH 2A-IUB, C FIRE EXTINGUISHER. ' _1 I 94. CE MOUNTED FIRE EXTINGUISHER CABINET WITH 2A-IUB. C FIRE: - Fh N _ q SURFACE Y ROOM E ; EXTINGUISHER. O _ - z 7_-F arm-wn » rarvww :wuu,wsn .w w - -� {`• F"� -N CO 95 WALL PLAQUE SIGNS(COPY BY ARCHITECT). W _ w a : 96. PROVIDE FIXED SHELVES 24" DEEP AND 18"O.C. FLOOR TO CEILING (4 SHEL.VES). 97. PROVIDE SHELVES AS NOTED. SEE INTERIOR ELEVA'T'IONS. Q r, a0 �- J �� z� '1� 98. COMPUTER WORK CABINETS WI'T'H 4 STAT I )NS. POLI"(xli' � i c z � P / _ PLASTIC LAMINATE -� SECURITY DOORS AND COUNTERTOP. Y O Q o 0 - - /' ~ o BARS NCO __ __ :. ) M1 s0 99. PROVIDE MIRRORS T06'-0" HIGH FROM FLOOR. PROVIDE STRETCHING SEF, a o Q - - - ����. � '�Y .,; " INTERIOR ELEVATIONS. - ��''- 100 �Z 16$' '�� 1(>n.PROVIDE LOW LEVEL EXIT SIGNS AS MANUFACTURED BY ACTIVE SAFETY. (8(N))657- _ a STOR _ _ U ~ u G 65 Y4 , I2� �� W 4' 6324, MODEL NO. 16.(XX) IN WHITE BRUSHED ALUMINUM FRAME. MOUNT SIGNS IN I J = T` F. 2 CDL. y u i II " �� , r 12 M ( COMPLIANCE WITH SECTION 1013.5a OF THE U.B.C.. w 3 O � -o � ,� = 1(X)A. PROVIDE EXIT PATH MARKING AS MANUFACTURED BY AC'T'IVL SAFETY. C o U w 21 �qi_ at 0 _� (800)657-0324, MODEL NO. 110M LA IN 3" WIDTH. MOUNT IN ACCORDANCE WITH 'n z w 0 0 71 -1 SECTION 1013.5.la OF THE U.B.C.. v Q 25 ,� TGG N j r GL Q ao ACTIVITY �'` I -_� IWB. PROVIDE KNOX BOX PER RANCHO CUCAMONGA FIRE PROTECTION DISTRICT ACTT Y ROOM ll�?1 REQUIREMENTS. I toot. (4)Ir DFS MSYES m 18-O.C.F�RooR �NSuLTANI y _ . WOD. AEW 12"DUIFETER CLACK AT.T-6" I NOTES f - 1. �-- CORNER GUARDS. OCCUPANT LOADS 2 INSULATION NOTES Hort ACTIVITY ROOM 101 ......56 OCC. R-38 AT ALL ATTIC SPACE. ACTIVITY ROOM 107.......55 OCC. 1 - 1 AT ALL INTERIOR WALLS. CITY OF RANCHO CUCAMONGA ACTIVITY ROOM 111......127 OCC. R-19 T EXTERIOR SOUTH WALL OF ROOM 100, 116, AND 117. RECONUENDO BY: ACTIVITY ROOM 115.......34 OCC. APPROVED BY: ' ACTIVITY ROOM 116. ......34 OCC. 2 3. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND 1 CITY ENGINEER RCE: DATE: ` ACTIVITY ROOM 117.......44 OCC. _:� F � `� /10 ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN U.B.0 we�ow � SECTIONS 709 AND 710. 2 Plan Check Comments 10/22/ 4• VERTICAL LOUVER BLINDS. 1 Addendum No 2 9/25/96 'T Owfff WE � SOF FLOOR PLAN 1/8"'=Y-0" 1 Q REVISION DESCRIPTION amm cmr oR� N0'A_3 Dina= Ar�no�� tea'° r 153 1 I„ IT 24!-0EA 'I' AR TY LIONS COMMUNITY CENTER EAST D C T � . WASHROOM ACCESSORIES SCHEDULE �c�E y� J. I SYMBOL MODEL NO. DESCRIPTION v G11446 =� 1. B-3944 SEMI-RECESSED PAPER TOWEL i OJ REN.DISPENSER AND WASTE ,�,, I277 1 1 Or 1 1 Cv I �' RECEPTACLE. '�T�►OF FO��LN C A`� �L�,�' s STAFF WORK ROOM t� I 2. B-5806 X 36" 1-1/4" DIAMETER GRAB BAR. 3 3. B-5806 X 42" 1-1/4" DIAMETER GRAB BAR. .00 I° -1 © = „ TB NO 95091 ` O 4. B-3574 RECESSED COMBINATION UNIT, . - i� vc I I _ \a'/ +42 , WOMEN. — Sept. 11, 1996 — _ - 47 to $2 66 Z=- r 1 FxIST VK,-rLAY -----� 78 � - -J e 83 81 ' — — t30'I =p 5. B-3479 SURFACE'MOUNTED COMBINATION I }trE•s1N11N D �j `w``-� W.C. 51 I1 J I 7- I� I 1 �a5 . �. UNIT, MEN. go 6. B-357 PARTITION MOUNTED COMBINATION e• — -- - / _ CI UNIT, WOMEN. W. MENS 1 2 �6 - — — — - - -°� eMp� AXI � _ - � � i (r- � , � `� 7. B-4112 SURFACE MOUNTED SOAP � f / / DISPENSER. I ax ^tom 8�-G�� 8. B-2888 SURFACE MOUNTED TOILET A '" TISSUE DISPENSER. r t=v Tour WAw / (o° ACTIVITY ROOM ( 101 7q p 5 5 R I 5 8" .--��y--� At1v WJ�t. F i N I5#f _ 9. B-270 SURFACE MOUNTED NAPKIN O -�� - uy o,�� OFFICE DISPOSAL, MEN _ 0 61 79 p 7 wu 1+5 �� 10. B-262 SURFACE MOUNTED PAPER • I NtsW Sa.tlNp Bek. I . . !:'MO`1� 5►1C N )Zi� TOWEL DISPENSER. Tp �s �., v M y.� T� HA�' I `d-; 2�' '� j V''� WITS MAriaNf�`( Tb -,k - ��G, n I 'mow I'_ w I I L B-8221 COUNTERTOP MOUNTED ALL �� � _ I lYr s'' 24 3 !o i frxlyf►Nd' ---x Ew I�XlST MAT - PURPOSE SOAP DISPENSER. Py � °0% � -, - 12. B-224 X 36" MOP RACK WITH SHELF. - 510T IT _ 13. -221 SURFACE MOUNTED SEAT-COVER TRA � � � o - B A IEA Y 1 --- - - --- ,� p o �►- - U ct G LLERY , S �00� =Q Cl - ' GALLERY EAST 1( wSig F4 W Z U P3 6s Io NOTES: 1 ACCESSORIES LIST O - north. ALL ACCE ED ABOVE ARE MANUFACTURED BY 76 — — - - `. — - - _ --- ,� BOBRICK. \ ACTIVITY ROOM 117 r^ 2. ALL EQUIPMENT SHOWN WHICH IS NOT DIMENSIONED TO THE V 1ct u 72 JANITOR -L�-1 { (v5 67 to MOUNTING HEIGHT SHOULD BE MOUNTED AT THE HEIGHTS O l91 :, i - I I � REQUIRED BY CALIFORNIA ADMINISTRATIVE CODE TITLE 24. ENLARGED PARTIAL FLOOR PLAN 1/4♦♦ = T-00♦ 2 o ACTIVITY ROOM SECTION KEY NOTES - �/ I nort 101 P 22 GAUGE METAL STUDS AT 21-O C.WITH Sq-TYPE-Ir GYPSUM , 1L 3.bY 22 GAUGE METAL STUDS AT.4-O C SUSPENDED FROM \ WALLBOARD EACH SIDE ONE HOUR ASSEMBLY PER TAMA 74L ITEM NO.KI.1 ROOF RAFTERS—VE SEE STRICTl1l LL M-ANS FOR AOO(iIONAL WfORMATION I 102 3-5/r 22 GAUGE METAL STUDS AT W O C WITH SA"TYPE"X" 112. 3-Vr 22 GAUGE METAL STUD CEaL�fi XHSTS AT 24"O C GYPSUM WALLBOARD EACH SWE CONSTRt,CT FOR ONE HDUR AiSBMB1LY PER TABLE 7-B•nTLM%O 1 1.1 Ill SUBENDED T-BAR CEY.mG GRID 107 2 LAYERS OF TYPE-X'GYPSUM WALLBOARD AT UNDERSIDE OF 114 DOORS AND FRAME PER SCHEOL-JE `A O ROOF RAFTERS CONSTII a FOR OPE HOUR A1tu�Y PER U B C IIS I ~ TABLE 7C,ITEM N0.21-1.1 - ( \ yr G � 101. KJOSTUNIG ROOF STRUCTURE. 116. R.3.BATT BB)IlAT10NA2 � + l � t � _ _ _ � • lOS [IOSTIPIO I7C�iRACYIG STAGGfJ1ED AT -0-O.C._ •� h < < ENLARGED-- PARTIAL FLOOR PLAN . ,� 1/4♦♦ � T-0♦♦ � IOM EXWTMGLU.LAMWATED.EAM , I , O 107 EXISTWG2X4SIUDSAT W 0 C E'X t'SKYLIGHT SEE STRIX'TIBIAL PLANS FOR ROOF PRAM@IC /AT OPEN@rG IID I 03 % v Il0 ,( I10 , i cn o H» 3EE STRUCTURAL FLANS POR soPPiT.Vq CER-040 FRAME D`I —� ' / 10�: (n C a� L—J > c 110 SA-TYPE-X-GY/Sl1M WALLBOARD TOS \ e -� � < \ I , 7 < C p C r 10 Zaov O - Q O 0• T 5 106 _ \106 _ 0 4 � Q �J 113 x �' ' - - l0I �I13 , WQ " _ 1 _ I ! 2 Mrd. _ I , r� t = O -bio 0 �'` 110 0 _ i Ig w 3 �I07 �•/ I' -' 0 ID5 I �`. 110 i p - a0 — _i� z 103 I -- 105 — r ',; w Ell+ Q Q i 105 , ; III ACTIVITY R,! 117T GALLERY EAST �f¢� ' ' ACTIVITY ROOM 111 �" Q I I -- --- �� 106 IES ;1 I I13 rli2 --- Ib 113 - f10 l03 II2 Ito X113 _ SECTION AT GALLERY EAST 1/4♦♦ = r-0�- 4 o -o o ! =o o ; 0 r ; -_' � w -0 _ _ GALLERYco T 1 ' ACTIVITY CITY OF RANCHO CUCAMONGA AC �i001�1! 115 �: APPROVED BY: TMMMEMM CITY ENGINEER RCE: q go go pkv� C, l J. ../.r 1 2 Plan Check Comments i (r OF NYW WE WE 5 or r SECTION A G A L E AST 1/4" = r-0♦♦ 3 � REVISION DESCRIPTION , C" �• A-4 / 5-63 . logo -• -- -- ... ♦ i.w._.mow+ �r- ... _- .- 1 _. .•.+r _._. _-. -_. ._ _. _. .��'- ._ •.._ _ • _ - .r n._.. - _ - ...r .. • _ _ _ ._ -..as L.W� 1' 1 \ a i ARCJ. y�T f v *. G11446 J, REN. OFCWNR ;r 95091 z' Sept. 11, 1996 I V ENT —1. VINYL r'ATTERN ITP2 O TP2 � 1 i VIN`(L. TTERN 5 W Z � TILS PATTERN 3 T V!p 6 V I G I 1 � � E4/ � � QUA .._ wz � TP 2 � vIN YL pATTERN 2 � X � o - --- ; - -- VI ( v YI vl 1 ' � H � � I --t---Y- 1 t -- V V E VINYL PATTERN 2 r Q W N YIi`lYL PATTERN I — -- -- -— _ 4-44 Q < Zccv 111 77— 0,JAA c Q O p _- -- v I - --- - - - - NOTE: Jx k \ ► ._ Q I L� FLOOR TILE LAYOUT IS SHOWN AS A 2'-0" x 2'-0" GRID FOR CLARITY. z o FLOOR TILE SIZE IS 12 x 12"SEE SHEET A-6 FOR MORE DETAIL OF TILE PATTERN' :� 3 W V I (� �, L� o Z Lid v Q VINYL PATTERN 3 VINYL- PATTERN '( 3 , i I vi j. Gnrt CITY OF RANCHO CUCAMONGA APPROVED BY: CITY ENGINEER CE: 74953 ATE: c fc1.-t SUBSECTION SHEET OF Pieo,,Ecr :NES er er arE of y 7 LAYOUT ��8 ' ��'��� 0REVISION DESCRIPTION DESIGN cmrTILE PLAN NG 157 83 .. . .' nw .,., - «N..,sw,.S' ',.a`°. ;-. :y....'•. ..'.;: ..`. .'^�3' a ',,Y.:+�►tAS+. -. e^..P•re.q�My+aW" ,,y.. . _ __ n„y,�•yM,�• - n.,. ._ .. ., .. ... .. f h tk 1 p » k � 611446 J1 moi. c-0 AAC WVvJ1vVU M. ✓JJ,nnr J,r^JJ.ry y ':�,� �W�WVJJ. J`Nvvvv - 11 OF .. ............ ...•.•w .. .,;•.A.�.-..+.+i{++�.•.w+.+�,r. vV1« '�^.^ `��;`✓v v v„J,,1.»..4r��k.,,� ��. �1° ^„}^' F^�"• �v�V•, v�! .IJv Jv` V�.'JW�IJJ�. JV v'e/'v' JJ ivJ J v ,,,{( MJVVuVW,_ ✓eh J�fUUv' v JJ Jvti vVllJlJ,t. 'JJzt JVVJU /'gypD (� •.h� '� ; .^_s==-•,.Y \�^•' �Yr"nT:fir tw-uxx .�`/ N� 95071 SATE Sept. 11, 1996 tlVi'W--J-J-." 7JJ4 'WJJJVJJ"�....y ihl'V�'J�liJfJVVV1V✓�w..,,�.r. ?.��.�r- .r- ,^ JI�AYVI V .1`.^r `^{.`.'r'.� ,�ba+•wear,+e«+s.'+nt�e�ry R+a..roye•ve•e�+rw�.v.se+v' +rrtrr• { ��+' •}: •" I �•�./vJ .✓:. �"""�"J."�'^`""-".'^^�7��'�`Obt"T7t7h' �p�}�r•.c,�. 'Slx'ko ..' VINYL PATTERN 2 VINYL PATTERN 3 •-= .� x. k q i^VC t�t� ,-.�.w ,r,-�,,.��- ,T...- ,.�.�-� t °; ;- •ti ❑ vi v5 ❑ vl JJs V5 VINYL PATTERN 4 bw • �^ "�"'^y"T.. ",'.'"'»""'""•"."' X 'R,"S .Sr,..yS...,^?1 S""S� T ?k`: hAA p V 3 "=.. —0 n SCALE 1/4 V4 SCALE 1/4 "=1 ' -0" ❑ V1 V4 V3 SCALE 1/4 "=1 ' -0" Q Z U < � Uro VINYL PATTERN 1 CCS ❑ V1 ®V5 / %� V3 SCALE 1/4 "=l ct ' —0" y, k TILE PATTERN 1 Q ~ 0 TILE PATTERN 2 }..� El RESTROOM FLOOR ~ V T1 T3 Q1 GROUT G2 r=777 ct T6 3% Q W T2 TILES 4 " X 4 " ® T4 �� .,-.. ❑ T5 97% Q v 2 X 2 OVERALL PATTERN r► 0 '� I$+� GROUT 1 > ALL PATTERNS MASTER—SET 12" X 24" SHEETS V �` a...�...,»,..«�.�,...•�.,�,..;�,..�.,...�.tea..,»,,.. ...�•..�»»....,.�,�.�.s,.,..»,,....,�,.�... VINYL PATTERN 6 o ❑ Vi SCALE 1/4 1 ' -0" V3 0. ti • l �. m��`;a ..• .: � � 0 GFI�'►W�j �fl �'�e�L � � �� .r�y���,��#,��'J' .+, H U � .--..^..-�--.•.*r...�..!,;rr:;r• .:.,.. '�K tr�`ll.,s>�"s.'c>�`:r✓���r�"�7'��j.�t' w...�..,,.,,���« (f') .• ) '^ r� �% v z co d` v f.: •tiff^: r �' ..-. ,...•.,•-.o...»y iv..«•.wv�.., ,•woo ,,/°�'" V '�l','+1"lh r+r•.ys�. .p YN'?M1^'R'�'R",� 'i`A.,' � .w.., .. W U J x V•%'M'�.". .YiritY�l'�'�."'.'•'•`P'A'aYI'. �e v wuUa - w«rW.'ywosw.r+H N•.,+HH.+a w.�MN1WNr'w ~ = W Q +1 ua 3 = Z Cr o U i CARPET TILE PATTERN 1 Q co � M CT1 �` CT3 1 V ❑ cT2 SCALE 1/4" = Y-0" CONSuLTAN1 1 TT VINYL PATTERN 5 TILE PATTERN 3 �X1STi '1'i l.� 'rl , ❑ V1 V3 ❑ T7 � Z•g rr o rE , OF CSO C +I� O � µ • ❑ V2 SCALE 1/4 ' =1 ' -0" � V5 /L / 1lEC�N1ilE�hli�lEv By: GROUT' 3 ' APPROVED BY: � �i' CITY ENGINEERcl VDATE �" alga Ll± or W WE REVISION DESCRIPTION CITY A-6- OIUI�AIdG NM .. .:..'"rr--.:. -.,.u4..'..,�Wi►..r .. ..�..a ...,',.. '. .: .': _ ..,..,.,...4..ti..._ '.r',�Yb✓+�rYra. -. .__ .... .:..arr..61�.:.�.'s=';�.�"'-'-..'. a r ._...� _�.a.ri�w ..y... s......Jib- D"3` __ - .-. _ -. .-in.....x..w. ..�.._..._ ,+r�... - _ . y, .-._. ... ._.. .- +�.....»r:�.w"t:.,frrd,•;r�_ ..-.......,.._......__..,..:'-„-'-a+ra.... .. ...ter._..-.... .�...._ st. ..._.—......_. rs�.r«a ;• tar.,,. .... _':..�..- -r,.....rL....r'".r."�.:,-"'i[':. •,...S�iY�r..._ :" ....a:.r::ti°:a,:�.+..r.r..w...,.r...a..�.r+�.s�►JYr�.•ra..:... ..�.�'s�...rn'...r��.c......,r....,�.:�Arti..�,_.;.•. ..�.�.-�. w.�" .. ....a.:• ;��av ,..:. ... ... !4..xaie REFLECTED CEILING PLAN KEY NOTES: SED ARCy�� v , 121. NEW 5/8"TYPE"X"GYPSUM BOARD CEILING AT+8'-f>"OVER 3-5/8" 22 GAUGE METAL * G11446 - CEILING JOISTS AT 16"O.C.. REN. 122. NEW 5/8"TYPE"X"GYPSUM BOARD CEILING AT+15'-0"OVER 3-5/8" 22 GAUGE METAL CEILING JOISTS AT 16"O.C.. sf9� OF C A�`F 4 121. NEW 5/8"TYPE"X"GYPSUM BOARD CEILING SLOPED AT 45 DEGREES FROM +11'4)" 132 1 133 13$ - -: _ _ — __. _ � �. TO+15'-0"OVER 3-5/8" 22 GAUGE METAL CEILING JOISTS AT 16"O.C.. • lU ` NEW 5/8"TYPE"X"GYPSUM BOARD CEILING SLOPED AT 45 DEGREES FROM +9'-0 124. "TO X30 ,r �� _ ; _ _.� J e e �`^ Ile �N +10'-0"OVER 3-5/8" 22 GAUGE METAL CEILING JOISTS Al- 16"O.C. SOB NO 95091 - iur,`c 4 :)ATE Sept. 11, 1996 f 125. NEW 5/8"TYPE"X"GYPSUM BOARD WALL FROM +IU'�)" 'i'U SKYLIGHTABOVE OVER _ 3-5/8" 22 GAUGE METAL STUDS AT IG'O.C.. 126. NEW 5/8"TYPE"X" GYPSUM BOARD WALL FROM +15'-0" TO SKYLIGHT ABOVE OVER 1ANN 135 3-5/8" 22 GAUGE METAL STUDS AT 16"O.C.. U \ 127. EXISTING GYPSUM BOARD CEILING AT+8'-0"TO REMAIN. REMOVE RECESSED �a Fl , i_ CEILING FIXTURE, PATCH AND SEAL CEILING. �3� r 128. OMIT. kS1 t i I i " r '1 I 129. EXISTING+8'-0" PLASTER SOFFIT TO REMAIN. trioI f - R i /8 2 GAUGF METAL CEILING 13(l. NEW 5/8" GYPSUM BOARD SOFFIT A-r 8'-6"OVE 5 } _S rTl r \ JOISTS AT I��'O.C.. -- _- - 4 . � _--- _� • � � � � '� 131. OMIT.(01 � O ----F-� - �-�---t----� -- 132. SUSPENDED T-BAR CEILING GRID AT+9'-0" WITH 2X2 TEGULAR ACOUSTICAL TILE. + 133. EXISTING EXTERIOR PLASTER SOFFITS TO REMAIN. 'TYPICAL. PATCH AND SEAL AS • REQUIRED AT LIGHT FIXTURE LOCATIONS. U I 530 134. SUSPENDED T-BAR CEILING GRID AT+9'-0" WITH 2X2 TEGULAR ACOUSTICAL TILE. U fita r♦ - P �_ 135. SUSPENDED T-BAR CEILING GRID AT+l0 -0 WITH 2X2 TEGULAR ACOUSTICAL TILE. r 136. NEW 5/8"TYPE"X"GYPSUM BOARD CEILING AT+9'-0"OVER 3-5/8" 22 GAUGE ME'T'AL CEILING JOISTS AT I6 UC • � t. 137. SUSPENDED T-BAR CEILING GRID AT+8'-6" WITH 2X2 TEGULAR ACOUSTICAL TILE. 138. NEW 5/8"GYPSUM BOARD CEILING AT+8'-i"OVER 6" 25 GAUGE METAL CEILING G&�►(-E-K - JOISTS AT 16 O.C.. 31 W I 139. NEW 5/8" GYPSUM BOARD SOFFIT AT+7'�i"OVER 3-5/8" 22 GAUGE METAL CEILING _. Z I JOIST'S AT 16"O.C.. - s OJ Q1 ! EGA 140. NEW 5%0" X 5%0" SKYLIGHT. O 1 I, i _�� T �` � 141. NEW 8'-0" X 8'-0" SKYLIGHT. ECkUAL EQVAI. I S Al 77•�•••N•N•••• ••��•... ,•••• • ••« •••••• 142. NEW 5/8" GYPSUM BOARD SOFFIT AT 7'-0"OVER 3-5/8- 25 GAUGE METAL CEILING T� JOISTS AT 16"O.C.. V 1 hu 135 to 143. SUSPENDED T-BAR CEILING GRID AT8'-O" WITH 2X2 TEGULAR ACOUSTICTILL;. 191144. 8 -4 TO BOTTOM MASONRY OPENING. 7 1 1 y , F—y rr _ _ _ 1 �t3 135 - t 1 ' I /� I 123 t —+-14 ° 1� 1 t ` 122 hjQ _ —. +-- +--t— �� -�N I T r - -- _ .• r ROO _ - ---- - � i26 i3q` -.-� -.w .. __, . . -- • _-+ _ :. _ - GcG.� cry � kDc.MI ( .c) LEGEND r � 039 r 14! Z 2' X 4' RECESSED FLUORESCENT LIGHT FIXTURE. f30 130 ;Q� U } �� f l _ Z o o ® 130 i ? �� 1' X 4' SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE WITH LENS. E-- Y O _ ` I I P 1 1 1 I + 1 + t Q I •�+ �Q� RECESSED DOWNLIGHT. p- _ �, wJ l ✓U� \� `, O Q O O I W U NEW FIXTURE IN POSITION OF EXISTING FIXTURE. _ a � O �®t - �� � -- - - � � � � � f�'� �-• WALL MOUNTED FIXTURE. w 3 = NOTES: o ATTIC DRAFT STOP BETWEEN CEILING AND ROOF STRUCTURE ABOVE Z , 1. SUSPENDED CEILINGS SHALL COMPLY WITH U.B.C. TABLE 25A, SHALL COMPLY WITH SECTION 708.3 OF THE 1994 U.B.C. USING ONE; LAYER w Q Q G N B G N ER I 16-0, AND 16-B. OF 1/2" GYPSUM WALLBOARD ON 3-5/8" 25 GAUGE STEEL STUDS AT 16" O.C.. a Q -- ---t 2. ABOVE GALLERY EAST, PROVIDE 2 LAYERS OF 5/8" 'TYPE "X"GYPSUM. -•••• +• EXISTING ATTIC DRAFT STOP. \'�Sv ( f '►' ' n '� r ) WALLBOARD AT UNDERSIDE OF ROOF RAFTERS. CONSTRUCT AS. � I ,!LAN? 1 INDICATED FOR ONE-HOUR ASSEMBLY PER 1994 U.B.C. TABLE 7-C, ITEM NO 21-1.1. I nort 135 I�$, 135 OF RANCHO CEJ NCA► APPROVED BY: �� j REoo ar: ' CITY ENGINEER RCE: q wesEMllOw SHEET of I E 1 Addendum No 2 s/25/� Peo,r�.� sH�r � sY 1]AiE Y1f IaAiE or 'G REFLECTELD' CEILING& L. 1/8" = r-0'" Q REVISION DESCRIPTION oes+ow cmr ° wo. w _T Q D�R 1 583 - ROOF PLAN KEY NOTES: ��o ARcy,T v G11446 ----_ -------_-- -. _--_-� .�. 160. . EXISTING ROOF HATCH TO REMAIN. REN. 161. NEW 5' X 5' SKYLIGHT WITH FLASHING AND CRICKET. N OF C A`\E��� 162. NEW 8' X 8' SKYLIGHT WITH FLASHING AND CRICKET. j 163. EXISTING EXHAUST FAN TO BE REMOVED. f Oa NO 95091 i 164. EXISTING ROOF DRAIN AND OVERFLOW DRAIN. o Sept. 11, 1996 O 165. EXISTING ATTIC VENTILATOR. EXAMINE AND RENOVATE TO L77- - WORKING CONDITION. �� INN 166- EXISTING GRAVITY VENT. 167. REMOVE EXISTING UNDERLAYMENT AND DISPOSE PER j I SPECIFICATIONS. EXISTING CLAY ROOFING TILES SHALL BE REMOVED COMPLETE. REMOVE EXISTING FLASHING SYSTEMS AND INSTALL NEW 24 GA. G.I. FLASHING AT ALL ROOF TO WALL QI INTERSECTIONS. INSTALL NEW UNDERLAYMENT OVER THE C4EXISTING PLYWOOD SHEATHING. INSTALL CONCRETE TILE PER j THE COLOR SCHEDULE AND SPECIFICATIONS. TILE INSTALLATION w SHALL BE IN COMPLIANCE WITH THE CITY OF RANCHO tz a CUCAMONGA'S HIGH WIND ROOF INSTALLATION ORDINANCE. k —�! ; --- --- 168. REMOVE ALL SPRAY FOAM AND COATING FROM FLAT DECKS. s O I f 0 16o REMOVE ALL FLASHING SYSTEMS AND REPLACE WITH 24 GA. G.I. 16l FLASHING AND COPING AS REQUIRED. PROVIDE NEW ROOFING SYSTEM. SEE SPECIFICATIONS. p NOTE: AT ITEM NO 167. AND 168. PROVIDE $3,000.00 ALLOWANCE FOR REPLACEMENT OF DRYROTTED ROOF SHEATHING RAFTERS 6 4� I FASCIA OR SIMILAR ROOF FRAMING MEMBERS DISCOVERED TO BE 1 DAMAGED. M� ct j I 1 c go ' O o , 0 00 � i i ii 1 i - � o •, oz co v O 0, o c � oP 0 Q, OcoO i ... U J x a w = M z w vQ C1. Q OD i i )NSULTANI s rnort CITY OF RANCHO CUCAMONGA APPROVED BY: �,� /� / / W.COMMo+ow err: CITY ENGINEER RCE- 24953 of err of BY DATE ROO PLAN 1/8""=Y-0"" Q REVISION DESCRIPTION oo+oN cmr DpAwwoN0'A-8 EM004M OPPROM 1 EXTERIOR ELEVATION KEY NOTES: 5ED ARCy�T J.P/ �CJ1 G11446 180. NEW 5' X 5' SKYLIGHT. T. * ' n nnnn-�....nnnr�.•• n r+.�+nnn REX .►n:ri�►ti n�r:.:r•:r•i.i.n ri n`.i r�i r�i r+r�n ri nr•'.:r��/�'1rrr+ai r��r�n p: � � ��r�.i.+i�ri ri r�^i:r+T'.►�.:^^►i n+r+r:rr��n ii r:^"n r,j1,�1••`.:�r�r�r?1r�..�'ri�n 181. NEW 8' X 8' SKYLIGI IT. •. r`...n^rti�r:i►rrn•:i^.nn.:in ir-n �►�nrrn Ls►rrr��-rn.:.�finr.-.irnrtin�r`-anrii'r:-:`.n�nn� -i`rn.�Ji"'..ri":�nnrn�n�r"vnr+:^".rrn•.ii''"yYr^+l�``'ai��+++`n.rr��i+r^�eCrnnir�t�rn..�4.."`-�^�...�•v_finr% ^ r.�:L�n'n�:.`i.��--.r►►f`'�►+�Ofir.:.Nr`1^n� n ^n�P%P�1.n�►:Tr^^►i' +�rn�x 1�-1rte► _ _ ' FOF CAI 182. NEW GLASS BLOCK GLAZED AREA 2' X 2' SQUARE WI S�0QP � 12 X 12 BLOCK. -- --- --- - CENTER EASE 183. NEW STUD MOUNTED METAL SIGNAGE. ---- - --- - o95091 j06 NO - --- --- _+ ! 184. NEW HOLLOW METAL DOOR WITH STEEL FRAME. NATE Sept. 11, 1996 A AI 185. NEW ALUMINUM STOREFRONT WITH GI.AZING MA'I('l l f XIS I'ING SIZE AND GLASSTY11 ISTD FUSE T'EMPE?(LDINISH, ANSTING G GLASS. ALUMINUM S'1'OREFRON-1' 82 183 j$7 $ fel West 186. NEW ALUMINUM STOREFRONT DOOR. MATCH FXISf ING GLASS TYPE ANU FINISH, AND F.XISI'ING ALUMINUM STOREFRONT SIZE AND FINISH. 187. NEW ALUMINUM IIORIZONTAL BAR AT 113 POIN'T'S, MOUN'T'ED ON INSIDE OF STOREFRONT FRAME. 1 � (gl rT1 188. REPLACE EXISTING SPANDRAL GLASS WITII VISION GLASS. 189. ADDRESS NUMERALS, STUD MOUNTED MFA-AL. O • -ry P F� ^ n ..nnr•• .+nn..nn n rZn.. n nnnn^ n n n��rrnn nnn nnnnn nnn^..nnnn^ nnnn --� n r�n•5•.`��n n'�-lr�n r�id F�`r+ r► nit"n-rte n r+ a.' i r-. - r•i nr+ 'r�`r�^i: r�ri.:i•hn-n-irk-.`moi �i vi n r� v Ot nf%"��n n fi r•rnw:.:.:n^�r n-r�►�n^r:n .+.+ --I am�:r:.+ni+`.►�;.��i'.i:s�^i.:: ..�..ii.�r�r�f..,;•,-vim^'y.,-y„r EXTERIOR COLOR SCHEDULE • n ii r�n^�'n n r:n^n�'n �•Tni..'.+ ".:.: n`�: r:n �:=n`.�n n ni:.:�.:.��r✓r.:n`i:r:n ii r� .�.+-n►:�.:r:.:..^�r�r:n`.+��^..��.i.-i:•''�}..�^"r -- .. - _----- - - .J'` ��+ri r►�i r�r�.�r��r:�rI-n i�-I�ni.�ri.:r�i r�-+i�-I.�:��i►i►-i+i�i��+ri n � .. -^-.:r�n n iii n i�r:'►.�•�•i�� r{'�=-n:�.-.���i r►��`r.i�iii r�i n i�i��i�n r+ v:.r iii.i� �n ^^ � �: n n rn n ri�i r.i.r•Tn-�r�►:r.�w�i r: -.:r� - i?'.�n^-hL".:r+i:..is�i n:r.n-+�n �i.`r�.:.:n i.�:n i+-.�n i�.`�.+n`^-r.i�n'}wi:ry .:.:r. 1 - - - ---— n::r^..�•�r:^t� �`r.'.:.�- - -r.- a:ii r.ry.i ni.i:si n i�i•.i�.i.J'.:i1"�i r►.."rte n r�rv`i.-.�is 7�� w' n i� n n n�i+n F� ri.�n iii.v.•�r.`ii r►n` - - --- n is r:.:.�i� .h-� rr `:q i� r�rv'n`^-ri t.iy-n n'r:r+.i^i�iii.'.`�r�rr^`•..vi n�n�.moi.:.."�:.:�r r l^/ i r:n:�n�ri --�----------- v. ct �r�r+ .�.�niti�n`.�r:r. �.-.�:moi: - - - - ` is i:.: - -.CYT.:,r-.:�� - - - - _ - - _ - - - - - _ _ - _ - _ _ r ROOFING: LIFETILE"ESPANA" MISSION TILE #142 MISSION SIERRA MADRE. EXTERIOR PLASTER: TO MATCH LA HABRA X-12 "CHABLIS". �� • 0 - -- - - - - _ - I u Z EXTERIOR WOOD: FRAZEE#180"SAND DUNE". O ct _ SLUMP BLOCK MASONRY: FRAZEE#7782W"PEACH BEIGE". - METAL LOUVER GRILLE U° AND W.I. GATE: FRAZEE#8055D"POSEIDON". --iii ^ Vv South s I-+�`��'�aP� P� g Ip g EXTERIOR METAL DOORS ] 4 FiP 2 Phi O ,I A,11 .I AND FRAMES: PAINT TO MATCH ADJACENT WALL O �~ cl� O W SURFACE. � EXTERIOR ELEVATION GENERAL NOTES O t 1. CLEAN ALL EXISTING STOREFRONT FRAMES, GLAZING AND NEW SPANDREL GLAZING AT CONCLUSION OF PROJECT. O 2. REPAIR ALL BROKEN OR MISALIGNED CLAY ROOFING TILES. REPAIR n ii n`fi r:r:r:.i�.i.�r.�'r�r:�ri r�.:ni:r��:n�•i^�rr n�.� =i:�::n.i.-..=..:. -=i►i:.-.irir r� ^^ '^ HIP AND RIDGE TILES PER CITY OF RANCHO CUCAMONGA STANDARDS i.� n is^i+��^�.:�r�i��rir�i►��r�ir�-n'i.i.:���i..i.. ����.��i� -.�.. ,�� � _ r+-.+- �ri r.�moi.I+`.►��i.i� v .:ri a: .�-n`.i r. ::.. �i f:i•'.�`.i ry^i•.�_�r`-,�'1.::�.�•i�.. i+i-..i.�"-.'ni.=-� .:•:,� r.i�r:�.`� :.-�.i•-r: ni FOR HIGH WIND AREA. _. --- ---- n_.:.:�..:.-i.,i►-�•.-,:.r^-..".:.;.�i„.;.:.:..:. -;.:..•.:r►.:.;,..r.:�..rte..:.-.:.:�..� _� _ .:,. -� r. :=.;..-., �'�:;�� � � _-;__ 3. ALL FASCIA, EXPOSED WOOD, PLASTER, AND MASONRY SHALL BE _ -- -- : .�.��.-- ----- -- - PAINTED. KEY NOTES CONT. I ---- - --- --- — 190. NEW CONCRETE TILE ROOFING. - - 191. NEW EXPANSION JOINT TO MATCH EXISTING. PATCH AND REPAIR < ! U EXTERIOR PLASTER AS REQUIRED. FINISH PLASTER TO MATCI I - o EXISTING TEXTURE. ` East v 192. REMOVE EXISTING EXPANSION JOINT. PATCH EX'T'ERIOR PLASTER N I J AS NOTED ABOVE. r - � v < o v GLASS LEGENDFill — Y S 2 3 EXISTING VISION GLASS TO REMAIN. EXISTING VISION GLASS TO BE REMOVED AND REPLACED WITH °C .i ry r�1•�r�n"ni:n► �i n'1+ i+`matin n`r►`r� ` n`r i n`.+i�:.:r�.:r�nti:.►_.fir{' r!'v+'1� --rn^ n^ TEMPEKED SPANDREL GLASS (SEE SPECIFICATIONS). w ; n��'�.:n`r1"�+�'��r1�1".•�rte:��^i�"�'•i:r+i�n n ''rte�d'r� �:r r -err e-� �ri 0%n 1.��`rJ-n`�i r'ir:r:�r�►:n1�•:r+`.�►�r��� '^ `ln i�- I`1qr��rtir i�r•i.rr+�i n `pr'r•r 1n^ ^-n`rr�^.:^^n�i.�j'� n`1+�`.�'1�`�:n n `•:."�'r�r� n`..`.��•n�n i�` n .:.:.i a.�iti ".:is�+.:.� -1n`�n f n`r�.n-`�n�n`� n i� ` _ - - ` _ _ _ - - r - - - .. - r� '}-,'Y.''n n n frn`rr'Y: n Ai rte.' r.�rri.i.►�.�-_ fin` �.. �., - - - ---- ---- ------ ---- ---- -------- ---- - -- _ .. - - - - - -- - --- —_ ON TAN] 186 !87 i84 !$2 � I 186 -- i82 North s My of RANCHO CucMXoM APPROVED BY: , / //i - FAXXMWEMM Vf: C17Y ENGINEERRCE. 1= > > SMUT a // � i rr DATE rr arc —�- °� E X T E 1 0 ELEVATIONS 1/8"' - 1'-0" RErnSION DESCRIPTION �„o„ oMwra �+aA_^ 1 oa�s>otl �r�nowm y I k . /5,63 o r Q . } 1 DOOK"' SCHEDULE WINDOWSCHEDULE �5��AR�ti% v Door Door Door Frame Details Details * f-11446 *. No. Size Type Matl. Matt. Head Jamb Sim Hdwr. Remarks Sym. Size Matt. Type Head Jamb Jamb Siff Class Remarks 1 J' FM J I PK 3'-0" r 7'-o" A AL AL i P A 4'-0" g4-' -O" MTL. FIXED !f AI �I� 11 (q ;�4 'TK GLR• wIRE G L. G lq� OF C A�\F M 7'_ " (� I 0--31 2 IZ HS 5 3_041- gSTL 1uN& ' /¢STKo x o 5G MTL3' O„ x7 -05G MTI. +3Al 2 R H3'-0 7'- oN F, S G MTL +3 3 R 5 oa No 95091 EXISTING NEw EXf5T1 5 PR 3'-0" * 7'-oD 1 5G MTL 1 STOREFRONT 5THFMONT yTOKEFKONT .ATE 4 pro ± - ; s-o" % 7' -o" L H M N M 17 5 P T Sept. 11, 1996 _ i FRAME _ jM �► F9QM I$ f1A`JVN a f: ► z 3 AI 13 i9 c0 7 PR 2-!�'x 7 `- O► 17 5G MTL 6 U 3'-0" x 7'- o" S G M TL 3 13 ' U } I I I U '7 0 8 AL AL P T C I N wG� 11 f'R 31- 0"t 1'- O" j7 S G MTL U 3 I� 13 6 --- - 4�" 12 3'-0ux ,'- o" sc MTL �� I AI 7 u 1 r— T _ -� �----� t3 nR 3'-0" * .71 -00 1�� 5C ;tiTL +3 13 P P, NEW 5.6.VIZ. I �-� I N SSW H.M. poott 1 MeT. FRAME j. fr H,M. F KA M$ 9 i 15 PR 3._D.. x 7r_ O►� D SG y TL i3 An [ U W � f WaM�NS 1(�, QtZ 3'-D" x 7!-v" D SG MTL f3 I 6 U A�eo T7 3'_ou x 7' o n F HM HM I ` P TA. i RS 16 PK 3 -0" x 7'-0" t? SG MTL 13 D D1 E E1 F 19 3'-0'' r 7'-0" 1'� SG MTL +� 4a' '4 Ip p R(SEE NOTE 8) (SEE NOTE 8) O 3 -0" z 7 —©" 5 AL AL 2 P21 3 -o x 7 -0 � SC MTL 3 i } U CCj >rxKT1NGAN.(�. NEW 5. C. FIX1'r0 22 3'-O" x 7 O" 5C MTL AI 13 AIS I I U V1 V 1 FIXED 1' EL IVAwF-L1 23 3'-0" X7 -0 SC MTL 3� Al13 II I I U o U _ - 2¢ 3'-0►, x 7'-0" �� M 13 1 o P a ( EXISTING 5.6, NEW 5.e"VOORw i _ In. 4 1+.M• j o �, µ46-r, f=KA►�9 25 3 -o 7 -o G AL AL �� P w FRAMEu n 7 O 00 r� bo p 2!0 cr 3 -O x '7 -0 H M r4 M I I I 5 P T V p�Ov iD5 UN IS�X Q1 SQA 7'-0" 8 AL AL 4 5 q 6 } i � S& 3'-o" ,� -7 o" 5 AL AL 4 i z- P11 it h O �,--� 19 PR s=o" 71-0w VI SG MTL i� 19 13 AI P R 5 "�4 16 z w ,0 3'-D" x 7'-O" SC MTL 3 �3 L1 O 7 -O SG MTL I I I'� U c� 7`-0" M SG HM Iq- ' I i G NEW H. M. ! -f l 5.�. 3S 31-011 " 7 -O" H S M 15 F FIXED PANEL 8¢ 3`-0" , ?'_o" J 5G MTL }'� I6 u S � F NEW N.M. DR NEW M Et DR. j 3� 3'-011 % 7 —0 M S G H M �R AME NEAR '-o" x '''-o" H M I7 �y I:X1VrING H.M. O I 3(0 4 K }}.N1. �7 T FP�AMIE -� NEW H.M. DR. - 37 PR 3-O" , 7'-O" F F- O } —Hew StG. 4 - o '?�•S X 7 O FKAMPs I U 1 P DOOR SCHEDULE REMARKS LEGEND WINDOW SCHEDULE REMARKS j Q3 m Z v DOORS NOTES P = PROVIDE PANIC HARDWARE. G = FIXED WINDOW FRAMED WITH GLAZING SHALL BE LISTED AND O oo a 1 o 0 RFIXED PANELS SHALL BE 1-3/4"THICKR= APPROVED LABELED 20 MIN. DOOR FRAME AND HARDWARE FIRE LABELED HOUR FIRE PROTECTION RATING. TIMELY METAL `- o o � FRAME WITT H '/." WIRE GLASS. ` "" _ � Q 0.1. ALL NEW DOORS AND . � d ASSEMBLY. PROVIDE SELF-CLOSING DEVISE. $OLID GO}z� 2. ALL NEW SOLID CORE DOORS AND FIXED PANELS SHALL HAVE OAK H = VERTICAL SLIDING WINDOW FRAME WITH GLAZING SHALL BE v ~ Q j�i - L'p p `7 VENEER AT BOTH FACES. U= UNDERCUT DOOR I". U ' 1 11'� LAS, iWvt LISTED AND LABELED 3/I HOUR FIRE PROTECTION RATING WITH Amyl w 3 = 3. METAL DOOR FRAMES SHALL BE TIMLEY PREFINISHED STEEL DOOR T = NEW ALUMINUM THRESHOLD. FUSIBLE LINK AND AUTOMATIC CLOSING ASSEMBLY. FRAMES. I- o U � z F = EXISTING DOOR AND FRAME TO BE REPAINTED. NEW (OR REPLACED) GLAZING IN THE FOLLOWING LOCATIONS SHOULD w v a 4. NEW STOREFRONT DOOR GLASS SHALL BE '/4" THICK TEMPERED GLASS. BE OF SAFETY GLAZING MATERIAL 1N ACCORDANCE WITH SECTION 2406.4. a- Q 00 of FRAME FINISH AND COLOR TO MATCH EXISTING STORE-PBONT. S = PROVIDE WALL SIGN PLAQUE ADJACENT TO DOOR. SEE PLAN FOR N LOCATION. COPY SHALL BE AS FOLLOWS: a) FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND 5. ALL EXITS ARE TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE PANELS IN SWINGING DOORS. .,,)NSUCAM OF A KEY OR SPECIAL KNOWLEDGE. DR. 2 / dMET b) FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE DR 3 r'' MEN NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF 6. ALL ROOM SIGNS SHALL BE MOUNTED ON THE WALL ADJACENT TO 4 JANITOR THE DOORS LATCH SIDE. CONFIRM LOCATION WITH ARCHITECT. R. 5 r�,..,��,. U� �� i�- «��•�� EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 DR. 13 -AETIVITY R44M 2-- ;.,, .. ,_: k • 7. DOOR HARDWARE SHALL BE LEVER TYPE AT PASSAGE DOORS. SEE DR. 18 "G- `:I T INCHES ABOVE THE WALKING SURFACE. Y-it�E33Ir4 3--_ SPECIFICATION SECTION 08710 FOR HARDWARE SPECIFICATIONS. DR. 19 -�4 -.T4V+TY ROOM -- � �G^b 12«�•^ DR. 24 �TIVTTY-ROOM 5--- ' -- �rcJc.zo-t-r, �cv � 8. AT DOOR TYPE DI AND E1, PROVIDE GLAZED VISION PANE[, OF DR. 29 -ACTIV1T-V4U)Q -b MAXIMUM 1,296 SQUARE INCHES IN EACII LEAF. GLAZING SHALL BE DR. 32 STAFF / CITY OF RANCHO CUCAMONGA CLEAR AND COMPLY WITH U.B.C. SECTION 713. DR. 34 RESTROOM cv,, MEN, WOMEN _ APPROVED BY: PXZ0WMEM= BY. { CITY ENGINEER 911 KM . H=PROVIDE DISABLED ACCESS RESTROOM DOOR SIGN. RCE: /, DATE: suescanow smw B =WALL BUMPER FOR MASONRY WALL. PROJECT SFT A= FIELD RATE EXISTING FRAME FOR COMPLIANCE WITH 20 MIN. � � � ?� � �_ o► q 7 ASSEMBLY. SUBMIT REPORT FROM APPROVED TESTING AGENCYNA SUCH AS WARNOCK=HERSEY. O REVISION DESCRIPTION Des" My °Ri� warms �wr 1 I' r FINISH SES AR�tii Room i v � G11446 Number Room Floor Base Walls Height Ceding Height . Remarks � REN. J � � � —J.► f9�OF C < 2 d Ul UA a a I o oa No 95091 dA U - r Sept. 11, 1996 -' ;AE Q V <AINN Q i L L ROOM FINISH LIEGEND 100 GALLERY T_-AST C31 C_I :(_TPI v Pa-'�' f'z � 1VA,F- fvoT'E 2, 3 � � lo KEY MATERIAL MANUFACTURE PATTERN ;COLOR SIZE REMARKS Cl CARPET INTERFACE MARRAKESH 1622260000 1717 MOORISH 6 FT. GLUE DOWN,26 OZ. 1 O 1 AGT f V lT Y ROOM `. i t'L I 2 N oT E 2 - - - ----- -Z. p 0 CT1 CARPET TILE INTERFACE MARRAKESH 1622260000 1717 MOORISH 18"X 18, �GLUE DOWN,26 OZ. CT2 CARPET TILE INTERFACE NOTES 1360200000 5631 PARROT 18'X 18' GLUE DOWN,28 OZ. TPI` sic — ERF - - - 102 MENS P2; --- CT3 CARPET TILE INTERFACE NOTES-1 360200000 5617 RUSTY NAIL 18 X 18' GLUE DOWN,28 0Z. T T4- IT-4- I 6 NOTE 2 J 3 SEMI GL 0 5 5 VI VINYL TILE TARKET7 SIGNALS-THRU CHIP 3837 NAT.BEIGE 12 X 12 X 1/8 7 P I ,� 6 *w v2 VINYL TILE TARKET7 KEYSTONE THRU CHIP 4415 COPPER 12 X 12 X 1/8• 103 W O ME N5 r'2; ! r4 T4- V3 , r 8 — 'NOTE 2 3 SEMI cc.055 W 'VINYL TELE TARKET7 COLLAGE THRU CHIP 5212 TEAL 12 X 12 X 1/8 I V4 VINYL TILE TARKET7 KEYSTONE THRU CHIP 4420 BLUE SEREN. 12 X 12 X 1/8" V5 J VINYL TILE TARKET7 SIGNALS-THRU CHIP 4849 BURGANDY 12 X 12 X 1/e' -- ---_ 104- JAN I Tv I 4 I ` 2 b F'2 8— FSR 1' C, 8" HT O 1 _.__ • 1 61 TOP SET BASE BURKE 154P CHARDONNAY 4" USE WITH VINYL TILE – ---- – NASSAU SEA i4' 6115E-WITH C1 CARPET 105(, GJ'�'O p�G� I Z -- – — - - f, 'v L t B2 TOP SET BASE JOHNSONITE CI3881 63 QUARRY TILE BASE AMER OLEAN 023_ SUNR,SE 4'X 12 UNGLAZED T1 CERAMIC TILE DAL TILE D69 _ DENIUM —�4-1/4 X 4-1/4 GLOSS I r L T2 CERAMIC TILE DAL TILE DM12 MUSTARD 14-1/4 X 4-1/4 GLOSS ( D 5"rQ RAG 4 V I p� ?L • I _. - - ----- ff T3 CERAMIC TILE DAL TILE D57 - ^ I T4 CERAMIC TILE DAL TILE D727 SHELL 4,1/4 X 4-1/4 MATTE ^ 6 - — - --- 107 CTIvIT'f ROOM VP2 p� 8- NOTE 2 TS MOSA C T! E DAA ,rLE DK27 OATMEAL 2 X 2 IMATTE I L I 0 r \ /�'{ - - -- - — l`✓/ /� `V I: T6 MOSAIC TILE DAL TILE DK23A_ C08ALT BLUE 2 X 2 MATTE { ' ; w - - - - _ - 8 X 8� LAZED d_`� T7_ IQUARRY TILE ER.6LEA_N_ TI E AM 108 S TafF.� ; I I _ 2 i 12 T8 QUARRY TILE AMER.OLFJW NT59SUNRISE X8 GLAZED _ I ;� , q.�G1 GROUT TEC TA470 915 LIGHT SMOKE 1/8 JOINT EPDXYIG2 GROUT TEC TA610 CO IVORY 118 JOINT—TUNSANDED- - - -- l0 STORAGEG3 GROUT HYDROMENT COPPER CANYON 3/8 JOINT SANDED- - -- - - H- - 9 DUPON7 CORIAN SAPPHIREISHED�LAMINATE WILSONARTL/1GOOND419-_6 _ MATTE L2 LAMINATE FORMICA DUSTY JADE GRAFIX 505 MATTEI (� STD RAG v t 12 P• p 2- A L3LAMINATE PtONiTEST613 _ TAPIOCA SUEDE D L4_LLAMINATE FORMICA �_E 75 CORDOVAN �yinE _ III ACTIVITY ftooM L5 �LAMINATE _FORMICAEIGE GRAFIX 506 SPARKLE FINISH L6T�RP LINER PANEL SEQUENTIATRUCTOGL_AS 1726 BEIGE P1AINT '-FRAZEE - - - r�, r \ X001 WHITE LRV88 RESTROOM$USE SEMI-GLOSS , �+; _ _ W P2AINT FRAZEE 8721 CLAY BEIGE LRV_ ct 67 -- --- 112 STS f�R 6• �/ I I r'2- ?2 8 W P3 AINT FRAZEE AC128N BURGANDY LR_V 9 LOW HIDE « WP WALL PROTECT. IPC-__4 NT EE eoa6 MUTINY - LRV 11 1 •� _S TO �,S w 6� v I I (p .7 '`F1 _ I RADEWIND s TP ,TOILET PARTITION SANTANA 'POLY-MAR HD NAVY BLUE 290 , IL __ _ _ 114 ST02AGE � v1 NOTES 1 TRANSITION AT ALL MATERIAE THRESHOLDS.�JOHNSONITE CTA-XX-C JR. 'CARPET TO RESIL.LIENT ADAPTOR#W NASSAU SEA; - - -- _ ACTIVITYU CCA XX CARPET TO CERAMIC ADAPTOR CCB 33 ADOBE PEACH 1 1 J KOO N1 ;V P3� � 1 P 2 p-�. O I O � 2 t� - - _ _ 2. SEE FLOOR PLAN FOR FLOOR PATTERN. i 3 SEE E4. LEVATION FOR DETAIL _ - - - POP,— — -- — - --- --- iF `6M DOOR _ --- - ---- ----- 1 I � ACTIvI TY ROOM r^ / 5. NEW HOLLOW METALSIDOORSINT P2 SATFN ISH.ALL OTHER DOOR CASINGS P4 SATIN FINISH AS NOTED ON ELEVATIONS. V P3 ( 'L per. O NOTE: 2 `+ ct 4 -- •+ _ 11 AG T I V I TY ROOM v P2' ► 2 10 o T 2 o 118 STORAGE vt 3 f P2 �2 _ O 8 � p PROJECT NAME DATE PpOJECT NAME � i � I � Ali les LIONS PARK COMMUfVITY CENTER 40 - EAST 9-16-96 LIONS PARK COMMUNITY CENTER - EAST DATE 9_161 19 5T0KAG� VIPROJECT ADDRESS9191 BASELINE RD. RANCHO CUCAMONGA, CA 1"; ' _ 20"" I OAF IGS Gt I t,2P2i r2 U PRINCIPAL DESIGNER-ENVELOPE TELEPHONE � viretc , • , _ w °. PETER J. PITASSI Q ASSEMBLY NAME INSUALTION R-VALUE CONSTRUCTION TYPE 12( R��T(ZoOM P2 4450 F I SEMI 6L055 , (905 80-1361 + . 1 LOCATION/COMMENTS: NOTE TO 1-F- T¢ 8 DOCUMENTATION AUTHOR TELEPHONE , a - r p' (eq Woli-1, Fioor-1) (eq. R-19, R-22, etc.) (eq Biock, wood, Meld) (eq, Suspended Ceiling, Demising. etc.) FIELD • • d ..`. w .._.� WALL-1 R-1.6 BLOCK I`2-�' �7TAFF WOKK KDOM ?4 �I ,2 WALL-2 R-15, 96 LATH ik PLASTER SOUTH ONLY 12,3 MEGHANIGAL KOom � o DATE Of PLANS 911/96 BUILDING CONDITIONED FLOOR AREA 10,920 SOFT. CLIMATE ZONE 14 ROOF-1 R- 3 5. 6 BUILT-UP Y, _ BUILDING TYPE � NONRESIDENTIAL � HIGH RISE RESIDENTIAL � HOTEL/MOTEL GUEST ROOM �OC�i- -� R- ». 6� c��riCRETE �� ^ o ro PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION a ALTERA?ICN [] UNCONDITIONED (Fre Arfido"t) METHOD OF ENVELOPE '�. o COMPLIANCE COMPONENT OVERALL ENVELOPE PERFORMANCE j W STATEMENT • • 4 W y U This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, cn o Q eh ao Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. \ � l O -7 Q a z G Q The documentation preporer hereby certifies that the documen on s of a d mpiele. ' q o P C . < � oo• DOCUMENTATION AUTHOR TCN DATE , • �t ALL INTERIOR FINISHES MUST COMPLY WITH CHAPTER 8 OF THE U.B.C. 0 0 PETER J. PITASSI WITH CLASS III FLAME SPREAD RATING (MINIMUM) FOR A-3 c1. = o c o 0 WINDOW NAME NO. Or U-VALUE FRAME TYPE EXTERIOR OVERHANG GALZING TYPE NOTE irk` U The Principal Envelope Designer hereby certifies that the proposed building design rEcre_ n (eg. window-1) PANES (eq. Wood, Metd, etc.) SHADE? CREDIT? (eq pear, T;nted 'FiEL�, OCCUPANCIES. = J x z ced in this set of construction ) documents is consistent with the other cornplionce forms and worksheets, with the _ - ,I ions. and with any other WINDOW-1 1 1.1 METAL NO YES SOL. BRONZE - U LL cncr... 'Y �% � 2 O calculations submitted with this permit application. The proposed building has been ;,Es;gned to meet the envelope WINDOW-2 1 0.51 N/A NO NO GLASS BLOCK �'~� ' ~ 3 requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 of ?file 24 w = , part 6. Please check one: ---•- C o U �, Q r7 z W Qa �X I hereby affirm that I om eligible under the provisions of Division 3 of the BUS;ness and Professions Code to sign this '1 M 2 ar Q GD or document as the person responsible for its r r i P P p epo of on, and that I am o clod _na•neer or architect. U 1 offirm that I am eligible under the exemption to Division 3 of the Business •ofessions Code by Section 5537.2 'of �NSULTANI the Business and Professions Code to Sign this document os the person respo^: e "or its preparation; and (hot I am a . licensed contractor preparing documents for work that I hove contracted to pe, C,f, I affirm (hot I am eligible under the exemption to Division 3 of the Rusiness ,- =•Cfessions Code by Section of the Code docume :; :he person responsible for its preparation; and for the following reason: / SKYLIGHT NAME NO. Of U-VALUE FRAME TYPE SKYLIGHT MATERIAL GALZING TYPE t� ,7E:70 PRINCIPAL ENVELOPE DESIGNER - NAME S16'N RE / LIC. NO. DATE PETER J. PITASSI / (e9Y-1) PANES (eg. Wood, Meld, etc.) (eq. Class, Plastic, etc.) (e Clea, etc. rIE'LC3 • - . • SKY-1 parug0.29 METAL. kiiiat LOW-E ebfirlwastgPar" CITY of RANCHO CUCAMONGA t Indicate location on plops of Note Block for Mandatory Measures i ��� �• I • • - 1 APPROVED BY: r \ ' CITY ENGINEER RCE: q / � '•h r ' /n '� . .y' For deloded instructions on the use of this and oil Energy Efficiency Standards compliance _,r^�, ��tose refer to the Nonresidential Monuol published by the Colifornio Energy Commision • • e _ r : . : ENV-1: Required on pions for WI submittds. Port 1 mo be incorporot _ 4_ _ 2 Plan Check y ed in schedules = cis. �«--. ,. .- _.___ _ - _� ""'�' ENV-2: Used for oil wbmittols; choose oppropiate version depending on method of en,• O on _ , ._. -, ""�` "-" - NV � --- =gym h ce. ', - � i ^-e ENV-3: 0 tional. Use if __._�. _ p deloult U-volues ore riot used. Choose oppropiote version for c5se-civ J-value to - �: -• - _ Addendum No 2 x/25/96 PROJECT SHEET i be colculoted. _ . _-__ ._ .., 1 Non�eaidenhd com ; _ pl once Form ��! Nonresidaitiol Complionce Form " - - B1r GATE B11' QATE � I � July J995 - --- - 1�ecariber 7991 REVISION DESCRIPTION DES" CITY DRAINM 10 i m0A_ a X583 i 1 INTERIOR ELEVATION KEY NOTES: Sip ARCyj�. 200 5/8"THICK GYPSUM BOARD. SEE FINISH SCHEDULE FOR PAINT COLORS. * G11446 * ` 25 1225 201. OWJ'r' REN. \Q, 51 - x,14 „ �OF C 202. PLASTIC LAMINATED STAFF SERVICE COUNTER. SEE FLOOR PLAN FOR DEPTH. j 203. HIGHILOW DRINKING FOUNTAIN. SEE PLUMBING PLANS OB NO 95091 P3 TO IW4 FOR ADDITIONAL INFORMATION. ' O ( Sept. 11, 1996 i I 204. SOLID SURFACE COUNTERTOP WITH 2" SOLID SURFACE ATE _ BULLNOSE DETAIL. ' ril�`JVN - - -- p¢ OUNTERTOP WITH 2�ooR w 1 New ' P4 „ SO FR+MiS �A►NT 205. PLASTIC LAMINATED CLID SURFACE e _ p4 Tv 1N�ily� \ BoTN SIDES TO i I BULLNOSE DETAIL. ---- -- -- - ----- - - ! ?2 INGI-u9E KM 107 INET WITH 206. 24"DEEP FULL-HEIGHT PLASTIC LAMINATED CAB P1\ FIXED SHELVES AND LOCKABLE DOORS. I P2 207. EXISTING DISPLAY CASE. TO GORNER M i �� • E-- I I 208. DISPLAY CASE. 51 -� 209. ADJUSTABLE CLEAR, TEMPERED GLASS SHELVES. O � NORTH �40 17 .2210. SLIDING TEMPERED GLASS PANELS WITH LOCKS.2 ,� 2 W • Fz� �'�`N y U 211. KNEE SPACE. U � '"� •� � I 100EAST 212. 24" DEEP FULL-HEIGHT PLASTIC LAMINATED CABINET WITH �LLQ . ■ ADJUSTABLE SHELVES - 213. 24" DEEP PLASTIC LAMINATED BASE CABINET WITH PLASTIC o LAMINATED COUNTERTOP, SPLASH. H • r--� 1 " DEEP PLASTIC LAMINATED BASE CABINET WITH PLASTIC O (t 214. 24 LAMINATED COUNTERTOP, SPLASH AND RETURN, AND LOCKABLE DOORS AND DRAWERS. z u UPPER CABINETS WITH FIXED 215. 12" DEEP PLASTIC LAMINATED U oz SHELVES. LAMINATED UPPER CABINETS WITH FIXED O �P2 2I6. 12 DEEP PLASTIC LAMI hal �„1 N SHELVES AND LOCKABLE CABINET DOORS. u V 217. DRAWER, TYPICAL. T/� m cr 218. FIXED SHELF. Z�_4 219. 4" TOE SPACE. O SH 220. FIXED DRAWER FRONT AT SINK. 1 221. WATER CLOSET, TYPICAL. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. v � - L 222. URINAL, TYPICAL. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION 14j \ _S n , • ' s � �8f 223. LAVATORY. SEE PLUMBING PLANS FOR ADDITIONAL p � INFORMATION. ---- - [�2 EAST 224. "TIMELY"FIRE-RATED DOOR FRAME AND WOOD DOOR. NORTH CONT'D. 4j U 7a2l i U 225. "TIMELY"FIRE-RATED WINDOW FRAME. ° u Na 226. REFRIGERATOR. SEE SPECIFICATIONS. EAST cn • o 100GALLERY a M ao 227. , NICHE FOR VENDING MACHINE. � �-- , , Q C Zcov 228. EXISTING STOREFRONT. �. - Y o P a a � o 0 229. 12" X 12"GLASS BLOCK. a �, 04 (> P _ 2 230. WALL MOUNTED CLOCK. _ I 231. MIRROR. °G '� � o w = 232. PLASTIC LAMINATED GATE. Z i P 2 225 w Q a 115 1 233. FIXED HOLLOW METAL PANEL ABOVE DOOR. N" 234. 4" RUBBER TOPSET BASE. To I h151 ,� u�1Tt.4z DN AR-G TGwRN� P 3\ f P3 , _ 235. LIGHT FIXTURE. UNS�LTANI • coRNe� I 236. EXISTING SLUMP BLOCK WALL PAINTED. 4, \ I I p2 237. FIRE-RATED SINGLE HUNG WINDOW. "V\ ; C17Y O RANCHO CUCAMON ► P4 , secar� sr: APPROVED BY: i CITY ENGINEER ' RCE: ATE: �` Kt•'� 6 _ T b I suesm-r" SIM EASTE-22]4 � - ._- 3 or 7 s r o� Br or►r>E MAW 004' Mo, 100 GALLEIRY EAST A REVISION DESCRIPTION oEsa►+ cm . 1583 F INTERIOR ELEVATION KEY NOTES Eo ARc n 0WE *. G11446 err. WHERE s{-towN - I � = 235' 1 238. liORILON'I'AL MUN'I'IN MATCH EXIS'T'ING S'TOREI;ItON'I•. Q� OF C pl\F N a) 231). CFRAMIC TILL 240. EXISTING SEMI-RECESSED PAPER TOWEI-, DISPENSER AND WASTE RECEPTACLE. `)B NO 95091 E i ! 241. 8" X 8" FIRE-RATED GLASS BLOCKON RADIUS. SEE FLOOR ,ATE Sept. 11, 1996 I f PLAN FOR ADDITIONAL INFORMATION. P4` P4 .\ �, _1 PAIN? jA17JAGl'sNt W1rtir 242, OMIT'. O _ WA[.L: ARDUNV t70DR �3 To Ioi;r, c,�JeF- �� _ P �6--; P� 243. EXISTING ELECTRICAL PANELS. SEE ELECTRICAL PLANS. i I t°A 11 Wr LYiDla- MANIC � 'PIZ Poo it- 3-a- ® 244. NEW 6" FURRING EXTENDED FROM EXISTING ELECTRICAL PANELS TO WITHIN 18" OF DOOR JAMB. N ?� N 245. SOLID COMPOSITION TOILET PARTITIONS. 246. SOLID COMPOSITION URINAL,SCREEN. �' s E-, 247. FIXED WOOD PANEL ABOVE DOOR. SOUTH Z O • P� e tefZ 1 Z � .2T,.2T, zs 22S i 248. PLASTIC LAMINATED COUNTER. W I 249. OMIT. u ^ ° U cI. 0EAST "O.C. 250. PROVIDE WALL MOUNTED MIRRORS OVER 1X2 FURRING AT Ib O.0 � H+•i IN 4'-0" WIDE PANELS, TO 6'-0" HIGH. PROVIDE 2 OAK 1-1/2" DIAMETER BALANCE BARS WITH WALL BRACKETS AT 12" HIGH AND � r 1 � O � 42"HIGH. H [J v • ''+ ARD FINISH OVER NEW OR EXISTING FRAMING. 251. 5/8"GYPSUM BO � O 252. NEW SLUMP BLOCK WALL TO MATCH EXISTING. Q� V U � c o UTY 253. PROVIDE `"TRAP WRAP" BY BROCAR PRODUCT'S, INC. TO DRAIN, 247 237t HOT AND COLD WATER SUPPLY LINES AND VALVES. O v `—' o� � A 254. FIRE EXTINGUISHER CABINET. SEE SPECIFICATIONS. o O � r---� 10 255. WALL PLAQUE. U V 256. CONFERENCE UNIT. SEE FLOOR PLAN. 257. LOW LEVEL EXIT SIGN. SEE FLOOR PLAN NOTES.-r o P4 1 ! O 258. LOW LEVEL EXIT PATH MARKING. SEE FLOOR PLAN NOTES. ►� g2 AT cARrI:T' �. T 132 Ar GAR P*l 1 N SOUTH, CONT'D. o 20 236) � U O• W K'w% Mo 100 GALLER01"YEASTQn Cni n 1 o v Q C Z 00 v PP• _ Yo _ o O p 0 I W cG I o w 3 = -r-Tr. Lti o C) '1 m z u� NOTES: v Q C3. Q oo 1. ALL ACTIVITY ROOMS SHALL HAVE LOCKABLE DOORS AND DRAWERS 3 ON ALL CABINETS. _)NLLTANI ul 71A I `s { - ul 3 T • CITY OF RANCHO CUCAMON" BY: APPROVED 6Y: ,} CITY ENGINEER RCE: 7491 susempow sir F38] 2 WEST 22 ,.. PROJEt."T SMIEE7 d< t OF BY WE FY DM �L R" Win 1%'OJ%kO ALLER S 3/8"" - Y-0'" Q REVISION DESCRIPTION N00fi C"o�o1wEER AMwa" 1583 i � ARC,y�T� G11446 * • i FEK— ' 10 0 FCA J � p2 a OB NO 95091 � art. " y ,A'l F Sept. 11, 1996 X4, P 2 -� p 4 7 00, w , \ rax. `I / _ s - - -_ i 17 NORTH Zc U SOUTH _..._.. It \---RM. 101 Y ROO R . 102RESTROOM wz � y � u 2j5 F2311 - -*- U v ct 1 9 _ i� � T4 , _ E--� ' 111111111114 co N U - ` 7' r t i t i r— � o 1 1_ WEST ¢ NORTH A-• SOUTH 221zzt 2� 13 245 o 2� 223. 2 EAST z� 2 21 13 2 8 3 < U sk AN R111103LLJ. WOMENS RESTROOM RO'ESTOM W C7 Q N � � > r 1n i CID 102 MEN o v Q Z m v Y O P0. 0 0 = U W = J x H LJ.r Q - U ` U _ O w � z 231 236 w v Q G. Q co TPI -ONSULTANI P 3 d- H \ - COF RANCHO CUCAMONCCM RECOWtOIDED BY. C4 APPROVED BY: CITY ENGINEER RCEZ: A -- _— i r •_ - TgN SPIFFY SOUTH WEST OF EAST 221 ,.= Pw 3 8 W � M WMJAE —1—5 cw—�l L IS3/8"' = Y-0" Q REVISION DESCRIPTION mm" c" �— . 103 R00 3R l 5a3 m V1 AR Cy/T F { * G11"6 } REN, J Ib 10 wei4 tom" aAMerm. OF CA1. -)OB No 95091 —'- ')ATE Sept. 11, 1996 z LI . nr-;- 55i\' ' [lA`JdN M - 202 uo5l W p4 ...................T % �l 55 i i "4' \ 0 _ toIM / ol N W Z O WEST SOUTH Zzig 22 W 4 ACTIVITY ROOM U R u <4 , v\ RMm 1 3/8" = T-0- U g?, CC3 � WZU ;= U � IL w � w O I 55 I � OLJ5 L4 i, ,, Li t EAST NORTH WEST WEST o U P R Mm 100 STAFFSERVICE CO VER 3/8.. = T-0.. ch • ate . Q Mao Q Q O o a Z GO c O p E-- - Y O _ ., Q X00 0 0 0. = OQoo U • � o W a - U O w 3 = z p. Q ao � -,JNSULTANI T4 OT4, T4 A> 1 CITY OF RANCHO CUCAMONGA ey j N cJ RECOMMEM00 BY. APPROVED BY: / /01111 1 CITY ENGINEER 7T j L \ 1CE: DATE: Km� i suesmnow ow NORTH EAST ZZ 1 SOUTH WEST 0246 2s9 13 8 2 w�o, c.-r sr Al, - or� BY WE ffY WE RMm 121 3/8" T-0" Q REVISION DESCRIPTION oesaw crrr � �_1 RESTROOM 3 /SS3 1 i 'DARC • v ++' * C-11446 I REN. f . � 4 �----- � I to !- _•: �� OF cp1,�E 21 2361 j24� 24� �izi5 L -- � 0 95091 Sept. 11, 1996 t otu Igo ci +--- - - r NORTH if 2� i l �n ? �►z. '.23¢ EAST CCj Fa j 213 m All F WORK3/8" T U Rmm__ 1 STAFh� t1Q ROOM 'j 1�010 �^ ^ UI w U P2 _ v. t�� ii j 3 cA ' --- - - - -- ; 'Pd � ocl 4 — 06 _ Q 1 --- -- -- n o -- _ - WEST ��+ �^ �, NORTH _ 21l ; ;214j 206 21a� [125 224 234 �� Q U P 3/8" = r-0.. ACTIVITY ROO RM. 11AC TIVITY ROOM 2 _ Q tvriVl !2 D;AV1�i�� G,.Q✓k > < z ao v V LI � � o• o 0 0 CS.. cc Ck A I U - Ll WEST 3/8" = 1'-0" RMm 122 STAFF WORK R CITY OF RANCHO CUCAMONGA -- -- — _ _— -- - -� 1 APPROVED BY: CITY ENGINEER R DATE'. �- - ' SUBSECTION sir � —T— ; EAST OF � 7 - L I ! 2 218J Z17 2l4 L(\'' 120V 1234 . PROJECT SHEET sr DATE BY DATEREVS. 111 ACTIVITY Rao Q REVISION DESCRIPTION an o�wmo NA-16 �s$ 3 i F 5E0 ARCy/T 4 q � F N1✓w 1 ,2-:, vi A M rvrep- G � +9'- 6 '' G11446 I +7,Zn � t ilo / 200 REN. � I , 95091 Sept. 11, 1996 — W CLIP —� I 4 - r - .,__-+ - - , -•. --+— - -- - , ,A f O -- _ — -- —, SOUTHWESTFl__I O I Z i 224: 6) 234 i2004 2t4 217, LI !219 217 22a I I 21t4, U Q � SIN RMm 111 ACTIVITY ROORm. 117ACTIVITY ROOM 225 216 .-- i:, tt 2co Sf-t c�►V E'S po LI P2 ct iIV i . - - ---- P4 _ I W _ 0 (/ P4-, I z-- t 4 I 1 w _ O I so - -, -_ WEST 1 _ _ NORTH c o X224 ;too; '234j L I 217X214 ;21721q 23 2 24 — y'yI / , \ J P Q 3/8" ,'-0" RMm3/8" ,-0"RMm 1ACTIVITY ROOM 117 ACTIVITY 2 6YP i5D SoMT 9 - < z C> Q PO 00 (4� Ig" e 9TaR� 106 . � r„n;� �A� 110- p;,r tN -� r-as-,� l A m i► AT>✓ FvL,LY le 11,%AAGTA0 �►< 1 ' I� , —t9 I p I F- ' oo J fi— —— — — �4PLA5?iG --t 11 I HATS L'�) 1 I �✓ T - __ __� - -- - - - --- - - --r-- -�. EAST R 117 ACTIVITY R00m CITY OF RANCHO CUCAMONGA W-COMMEMM BY: I APPROVED BY: CITY ENGINEER RCE: DATE: WEST sues�cra+r �r I Coo 734 OF � PRWEM SHM(,� By OATE cw RMO 111 ACTIVITY ROOM 3/8" - 1'-0,, 1 3 Q REVISION DESCRIPTION oo" My °"" "AO — 17 tNONAM M'PR'A" /S83 I NOTE: SEE SPECIFICATIONS A EXI5TIN6 ROOF 28 O I6" O.C. !� PR.EFINI5HED STEEL MANUFACTURED N�`' I KNOCK-DOWN FRAME 5HEATHIN6 FOR ADDITIONAL INFORMATION. p AR(,`y�� SKYLIGHT SEE DETAIL EXISTING 5" SQ I/2" METAL FURRING EXISTING 2 X ROOF 2 X 4 BLOCKING O 3 5/8" 22 6A. MTL. STUDS T.5. COL. SEE 5TRUGT. A REQUIRED. RAFTERS I6 O.G. W/ A34 AT NOTE: INSTALL 5KYL16HT O 24" O.G. W/ 5/5" TYPE FOR LOCATION EA. END PER MANUFACTURERS 1 IN5TRUCTION5. 6" 22 6A. MTL. 5n,105 "X" GYP. BD. EA. SIDE � * G11446 O 24" O.G. W/ 5/8" TAPERED ALUM. POLE. SEE SITE PLAN REN. FLASHING BY TYPE "X" GYP. BD. EXTEND ROOFING SKYLIGHT MF&R. EA. SIDE. FOR HEIGHT AND NG I LOCATION � O� OF C UNDER FLASHIp�\F LEVEL EXISTING 5" SQ. T.5. COL. SEE 5TRUGT. r FOR LOCATION #-1 - - - _ - I- I/2" PLS-'Wp BD. TO UNDER-51DE 0B NO 95091 z " M " 5/8" TYPE "X" GYP. �1E � CANT OR CRICKET 2 LAYERS I/2 X OF ROOF SHT6. d� SEE ROOF PLAN \ " I/2" METAL FURRING GYP. BD. CONT 20 6A. FLASH COLLAR 'ATE Sept. 11, 1996 2 X b • I6 O.G. GLASS BLOCK N ROOFING AND AS REQUIRED. SEE DETAIL I TRACK W/i8 W 5/b"BASE FLASHING O 24" O.G.6" 22 6A. MTL. STUDS SCREW EA. SIDE FILL W/ CAULKING 5/8" "X" GYP. BD. W/ WOOD D6E5 2AW N TYPE "X" GYP. BD. 22 6A. MTL. STUDS, OF EA. STUD. TYP. SEE WALL LEGEND, SLOPE I" 3 5/8 22 6A. MTL. EA. SIDE. W/ 5/8" TYPE "X" STUDS ® 8" O.G., AT GYP. BD. BOTH SIDES _ SEE PLAN FOR RADIUS, W/ 5/8" "X" AND W/ R-11 BATT 1 - SKYLIGHT &YP.BD. EA. SIDE INSUL. BET. STUDS. ° \ I�II� -=Illi ill II���II�,I� SEE STRUCT. DW65. "p- - -FOR FRAM I N6 f' 51 ZE �f' \ I-HR. RATED NON RATED -1 I _;1- I I - -11111 - NOTE: PATCH AND REPAIR EXISTING ROOFING AS REQUIRED. -IF1 11 1_I MENOMONEESCALE: SCALE O N C C L G. SCALE:op 3 SCALE: " L. "_ ._ 10 PARTITION C COL. ; ,/2 -, -0 6 PARTITI TAMPED WITH -11 ° SKYLIGHT 3 -, _0 14 PARTITION @ CO I ,/2 -1 0 SCREENED DRY 1�(�, \ SAND .i I l i l ° ° c ` EXI5TING ROOF - d ° I. SEE SPECS FOR CAULKING 5HEATHIN6 ° ° �� �O� [� 2. SUBMIT FOR APPROVAL SE' &LASS BLOCK Ib 6A. 6ALV. ° 4- Z DATA AND SAMPLES OF 3 5/b" 22 6A. MTL. DONT. GYP. BD. ABOVE EXISTING 2 X ROOF ° c ° HULKING. STUDS O 24" O.G. CEILING RAFTERS CORRUGATED a G SLEEVE a • ( 8" O.G. WHERE SETBACK I/8 1/4" DEEP MIN. CURVED SOFFIT EX15TING 5" 5Q. I 5 ATTACH " z T.5. COL. SEE 5TRUCT. 2 X CONT. 50L10 OGGUR ) BLOCKING STEEL CENTERING _I �° j � d° AND BRACE TO `fl FOR LOCATION WEDGES 1 I ' � • v STRUCTURE ABOVE x I G. -1 Q AS REQUIRED. D z 3 5/8 22 6A. MTL. 2 8 O b I ° ° LINE OF Q STUDS O 8" O.G., AT -i i d ° II G G tSl U y,�n 5USPENDED v � RADIUS, W/ 5/8" "X" F I q, c� z b-0 CEILING J � 6YPBO. EA. 51DE - _ _ 1 I - z I _ I 5/6" TYPE "X" GYP. I I -1: -1 'I II ••� 1 • 0. BD. TO UNDERSIDE - W W 1/2" METAL FURRING 2 LAYERS I/2" "X" O } D OF ROOF 5HT6. PL. 1/2" X Ib" 5Q. H� AS REQUIRE GYP. BD. l Q� • E 22 6A. MTL. STUDS, PL 1/2" X b" 5Q. In Z I GONT 20 6A. SEE WALL LEGEND, f 6" 22 6A. MTL. STUDS z TRACK PVI *8 W/ 5/8" TYPE "X" (� I 5/8" 6YP. BD. O 24" O.G. W/ 5/8" 5GREyy EA. SIDE GYP. BD. BOTH 51D 3/4" m LIGHTNING FINISH PER 5CHEDULE TYPE "X" GYP. BD. r \ ^� EA. EIDE. OF EA. STUD. TYP. AND W/ R-II BATT ARRESTER SPIKE v IN50L. BET. STUDS. I . NOTE: TH15 DETAIL APPLIES TO ALL CAULKING OF DOORS O z , r WINDOWS SKYLIGHTS, STORE /rte APPROVED 5TRUGT. GAL`GULUA�TIONS ~� « FRONTS, tTC. I-HR. RATED NON RATED A SCALE: SCALE: " OLE FTG. SCALE: 1 Q1 SCALE: " L• 7 PARTITION CLC. -0 4 FLAGPOLE F� 0 ct SCALE. 15 SOFFIT , -, _o 11 PARTITION CO „/2 -� o TYP. CAULKING NO SCALE - O CHANNEL BRACE O 3 5/8" 22 6A. MTL. &'-0" O.G. 5TA66ERED O STUDS O 24" O.G. (2) 3 5/8" 22 6A. MTL. 5TUD5 AND ANCHORED TO ( 6" O.G. WHERE O 24" O.G. W/ 5/8" TYPE 6" 22 6A. MTL. 5TUD5 STRUCTURE ABV. M"•"� . , CURVED SOFFIT "X" GYP. BD. EA. 51DE I O 24" O.G. W/ 5/6" - INT. FINISH 5EE WALL �..� p OCCURS ) ATTACH TYPE "X" GYP. BO. 56HEOULE LAY IN ACOUSTIC TILE BLOGK AND BRACE TO EA. SIDE. OR GYP. BD. GEILIN6. 5LUMP SEE REF. GL6. PLAN STRUCTURE ABOVE A5 REQUIRED. I �� MTL. STUD, SEE WALL 10e 5CvHEDULE W/ R-II BATT _ -- INSULATION PROVIDE 24 6A. MTL. STUD WALL. SEE 6.1. FLASHING WALL LEGEND FOR � 51ZE AND GYP. BD. J v d f DRIP O HEAD _ ONLY I - DONT B R.E�TRACK5 DE OF FINISH. CL d ,n M j I I Q STUD. ` - _ PRONAT _ o n GONG. SLAB INSULATIONO � � Q rn 6" H.M. FRAME W/ 6 WALLS U.N.O. F- V cr �-MASONRY EXPANSION EXI5TIN5" 5Q. w T.S. COL. UCT. < W w Q SEE STR CAULK ANCHORS &LASS BLOCK METAL TRACK ANCHORED Q U VARIES SEE DETAIL FOR LOCATION W/ .145 DIA. POWER DRIVEN (L Q W W W • � N -� 2" MIN. -� �' SHOT PINS O 32" O.G. _ I/2" METAL FURRING IMBEDMENT INTO GONG. W Q ca Go AS REQUIRED. FLOOR SHALL BE 11/8" > 0 � � H.M. DOOR SEE 5/6" GYP. BD. MIN. SGHEDULE FIN15H PER SCHEDULE ��� HILTI "X-DNI" " d ~ z rn v ,p g 3 5/8 22 6A. MTL. - 5TUD5 ® 8" O.G., AT SHOT PIN. I I/b MIN. �10 H O rn 1 U5 RADIUS, W/ 5/8" "X" EMBEDMENT O 32" O.G. Y ^^ I GYP.BD. EA. 51DE IGBO #2388 Q, 0 o o I NT. / Q U EXT. SCALE. " w X ONE- SCALE: SCALE: TION @FLOOR SCA`2:-, _0 5 PARTITION 2 _ U-J, U � SCALE. " 16 SOFFIT ,"-,'_o" PARTITION C 1/2 -1 -0 = o HEAD / JAMB SIM. 3 _, -0 _ s 12&A. Y WIRE®RACING I IN PLANE EACH R t#45R W U f STFW VERT.L• DeORM5 41. EXI5TIN6 5" SQ. w � Q �. T.S. COL, SEE STRICT. 00 "r1t (2) 3 5/b" 22 6A. MTL. STUDS FOR LOCATION a" Q O 24" O.G. W/ 5/8" TYPE I 0 "X" GYP. BD. EA. 51DE 0 N U L T ANT VINYL DOOR SHOE WEATHERSTRIPPING ALUM. THRE5HOLD AT BOT. OF DOOR SEE HARDWARE SEE HDWR. SPECS. SPECS. b•�A►�' MIJN RUlER EXTERIOR GONG. TOP OF INTERIOR - - - Clow, Cao 434 1 d AT L16HT FIXTUR>=5 t DIFFUSERSI CITY OF RANCHO CUCAMONGA A INSTALL(2) .4 6A WIRES Pfft FIXTURE .a rFT�x T721M. GA ER5 AAli7DWI lOOF FIOPP�ETE i RECOMMENDED BY: d • SCRCW TO STUDS GOR1tR • d , CITY ENGINEER PROVED RCE: . DATE. I M BRACING: WHERE DESIGN CALCULATIONS ARE NOT PROVIDED. HORIZ. RESTRAINT SMALL BE EFFECTED BY (4) N 12 CA. WIRES SECURED TO MAIN RUNNER WITHIN 2' OF THE CROSS RUNNER INTER- i NOTES: SECTION AND SPLAYED 9C DEGREES FROM EACH OTHERAT AN ANGLE NOT TSHALL DIN 45 DEGREES SUBSECTION SHEET FROM THE PLANE OF TH CEILING. THESE ZO AL FEET O.C. IN BOTH DIRECTIONS WITH THE FIRST (7 22 6A. MTL.T POINT 4 FEET FROM EACH WALL. ATTACHMENT OF " STUDS • AT HEAD, .JAMBS E SILL THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. OF I. PROVIDE I^EATHER5TRIPPING AND CHANGE IN FLOOR STRUTS: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE O PE O.G. W/ 5/b" PROJECT SHEET 2. THRESHOLD STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST TYPE "X" GYP. BD. LEVEL TO COMPLY WITH T-24 1 ' THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. STRUTS SHALL BE PLACED 12 FEET EA. SIDE. \ r,l SEG 2.5303 (1) O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET FROM EACH WALL. OF S.A.T. CEILINGS SHALL BE INSTALLED PER ASTM C635 do ASTM C636 k LATEST u 3 C STANDARDS. � �� � �� DRA�� �• SCALE: SCALE: � REVISION DESCRIPTION DESIGN Cm' SCALE: " "_ ._ • 13 P A R T I T 1 O N C COL. , ,/2 _, _0 9 ENGINEER APPROVED SILL 3 -0 17 S.A.T. BRACING 3 0 - 1503 FLOUR. Li&HT FIXTURE 00 SPANISH TEXTURE PLASTER TO MATCH ARcy, EX15TI NG 6YP.BD. � T EXI5TIN6 SLUMP METAL STUD WALL 1/4" &LASS TYP. PLASTER �-- 5/b X G 2 GYP. BD. X HEADER A5 PLYWOOD WHERE v ' BLOCK CONT. SOLID (C/ BLOCKING REQUIRED OCCURS, SEE FRAMING, SEE * G11446 L 1/2" &YP.BD. ON INTR. 13/4" X 4 I/2" ALUM. STRUCTURAL STRUCTURAL t VINYL COVERED OF CABINET TYP. FRAME NP, PROVIDE 24 GA. �• \� /� 6.1. FLASHING •�j;� O�� �-SEALANT TYP. EA. �G CORK I/4" TEMP. 6L. =C 51DE 1O" DRIP a HEAD OF CAS\ CAULK IYP. I SHELVES ON ADJ. BRACKETS ONLY PANEL ANCHOR I I STEEL WINDOW FRAME I I EXPAN51ON STRIP ALUM. t LEXAN 45 MIN. FIRE RATING 12" 50. &LASS BLK. I I DISPLAY CASE 2" WIDE NARROW OB NO 95091 I I STILE STOREFRONT JOINUNITS TS w/ GRouTED I I EXISTING DOOR TO MATCH DOOR W/ 1/4" TEMP. CAULK Sept. 11, 1996 DATE JOINI I GLA55 - 1/4" WIRE GLA55 1 -3/4" X 1 3/4" ALUM. H.M. FRAME 4 WIDTH AS REQ FRAME TO MATCH 'D . { EXISTING W z H.M. DOOR SEE SCHEDULE I/2" Y' ON SLUMP STONE TO NOS'' i NOTE: &LASS BLOCK SHALL MEET -MATCH EXISTING I. DOOR STILES RAILS TO BE FiN15HED THE REQUIREMENTS OFA 3/4 HOUR 2 X FRA I INC TO MATCH ALUM. STOREFRONT. ASSEMBLY. NOTE: MATCH EXISTING ADJACENT DISPLAY CABINETS. 2. PROVIDE WEATHERSTRIPPING HEAD 3"=l'-O 15 HEAD / SILL SIM. 3CAl-O" i1 DISPLAY CABINET SCALE:_ ,- 7 HEAD SALE: NSIMSCALE: N ��2 -� 0 3 0 4 HEAD / JAMB . 3 =l -0 1 I SEALANT TYP. EA. METAL STUD WALL 51DE C 1/4" TEMPERED 2" WIDE NARROW 5/b' "X" GYP. BD. 12" 5Q. &LASS BLK. &LA55 ( PER STILE STOREFRONT EXISTING SLUMP UNITS W/ GROUTED ELEVATIONS ) DOOR W/ 1/4" TEMP. [� BLOCK JOINTS NTS 0 GLA55 EXISTING b X 4 X Ib G.M.U. PANEL SEE EXT. ELEVATIONS. O 1/4" &LASS TYP • DONT. SOL I D - -- . ANCHOR BLOGKING -------- �r 15/4" X 1 3/4 W • HORIZ. ALUM. u � - -- --J TUBE. I i II SEALANT TYP. EA. CAULK TYP. I - c J`- SIDEct U � �•�J STEEL WINDOW FRAME U i EXPANSION STRIP i j 12" 5Q. GLA55 BLK. l ' 45 MIN. FIRE RATING HORIZ. PANEL I I UNITS PV JOINTS &ROUTED O RE I NFORG I N& I I M"'� lig I I i i � TT/�� ALUM. THRESHOLD I I c 1 O I/4" WIRE GLA55 i,l PANEL ANCHOR i 13/4" X 4 I/2" ALUM. � FRAME TYP. BELOW EXPANSION STRIP NOTES: up� NOTE: GLA-C-5 BLOCK SHALL MEET I. DOOR STILES 8 RAILS TO BE FINISHED O u THE REQUIREMENTS OFA 3/4 HOUR NOTE; MATCH EXISTING TO MATCH ALUM. STOREFRONT. I ASSEMBLY. WHERE OCCURS. INT. EXT. r� 2. PROVIDE WEATHERSTRIPPING ,Y�T SCALE: 3a' � I SCALE: SCALE: SCALE: P( T a� C.) _ N 0N HORIZ. 3 _, _o8 JAMB 15 HEAD SILL SIM. =,'_o" 2 U BASE CABINET O ADJ. RM. }j l I^, 1/4" WIRE &LASS I Z O EXT. 13/4" X 13/4" HORIZ. BAR SEALANT TYP. EA. O GYP. BD. ON MEIiAL BETWEEN VERT. MULLIONS. 1/4" TEMP. 6LA55 12" 50. &LA55 BLK. 1�}4 STEEL WINDOW FRAME SIDE UNITS W/ &ROUTED 1� 45 MIN. FIRE RATING � STUDS SEE WALL SEE EXTERIOR ELEVATIONS. UNI10-1SGHEUULE NT5 Q PLASTIC LAMINATE REINFORCING COUNTER TOP OVER STOREFRONT DOOR BUILT-UP PLY'WD. �� '�_� I u PREFINI5HED STEEL W/ 10" BOTTOM RAIL---,�, KNOGK-DOWN FRAME. - - ------- r - - SEE DOOR SCHEDULE. II ( 20 MIN. ASSEMBLY WHERE NOTED ) - ALUM. THRESHOLD --- - - JJ` REINFORCING Il HORIZ. PANEL EXTERIOR CONC. TOP OF INTERIOR d 1/2" m EXPANSION ANCHORS I I I I DOOR. SEE DOOR GONGin 0 . ~ o n Ob" O.G. 5TA676ERED I I 1 SCHEDULE. t LJ ; PANEL d U " \ ANCHOR w Q « EXPANSION STRIP ~ U ' W N I ' EXISTING SLUMP 13/4" X 4 I/2" ALUM. I/4" GLASS TYP. BLOCK FRAME TYP. • EXISTING w a M NOTES: b X 4 X Ib G.M.U. O t I. DOOR STILES E RAILS TO BE FINISHED SEE EXT. ELEVATIONS. d 17- a Z o I TO MATCH ALUM. STOREFRONT. E- O rn rn 2. PROVIDE WEATHERSTRIPPING INT. rn rn ►�" O v rn rn SILL / COUNTER TO 3cAlE:oN 17 HEAD / JAMB SIM. SCALE: N 13 VERT. MULLION SCALE: " SCALE: N SCALE: N W 3 -i o 3 -, -0 9 SILL 3 -i -o 6 JAMB 3 =� -a 3 ti � � WQ k PLASTIC LAMINATED 2" DIA. 1/2-ROUND SOLID U 4 COUNTERTOP FINISH SURFACE BULLNOSE and = O I FLUSH W/ TOP FACE EDGE TRIM CONTINUOUS 3 = 4 OF SOLID SURFACE a EDGE, SEE INTERIOR W ELEVATIONS E- I °' O GYP. BD. ON METAL M Z W 1 STUDS. SEE WALL a SCHEDULE 1/4" &LASS TYP. 1 j. I PREFINI5HED STEEL 1 v N S u LTAN i ` KNOCK-DOWN FRAME. thzzz 9SEE WINDOW SCHEDULE. = 1 ( 45 MIN. ASSEMBLY s CV WHERE NOTED ) 1 3/4" X 4 1/2" ALUM. • ALUM. FLASHING SET FRAME TYP. I' IN MASTIC AND ATTACHED TO GONG.. I WIRE GLA55 PAINT TO MATCH ! I STOREFRONT TOP OF INTERIOR CORE MATERIAL I GONG. `I J A5 SPECIFIED BY W 1 G PLASTIC LAMINATECITY OF RANCHO CUCAMONGA EXTERIOR di • VERTICAL FACE I� / RECOMMENDED BY: SEE INTERIOR ELEV5. APPROVED BY: i CITY ENGINEER RCE: v4 24953 DATE: 1,•�l�t� . ° SUBSECTION SHEET cf PROJECT SHEET 1 SCALE: SCALE: SCALE: �' DATE �' DATE 4 BULLNOSE DET. HALF SIZE 18 HEAD/JAMB/SILL "_ ' " 14SILL N REVISION DESCRIPTION D��N �,� DRAWING No. 3 , -o 3 =, -0 10 ENGINEER APPROVED Q " v { 1 , ARCy�T I v G11"6 * r 12, REN. STUDS TO UNDERSIDE OF parked in designoted l j Unauthorized vehicles ATTACH 0 TOP accessible spaces GON5T. ABOVE not displaying BOTTOM —� ATTACH 0 TOPF0� distinquishing a�rds 7 OF C or license plates I BOTTOM issued for I be to ed orwoy _ with disooar%s may BLANK SPACES TO BE _ BLOCK'& W/ UNPUNGHED FILLED IN WITH APPRO- - ot oMners expense METAL STUDS Toed ~ides od ma PRIATE INFORMATION SIGN LAYOUT 51ZE ore by telephoningAS A PERMANENT PER CALIF. N 91 PART OF THE 51&N. BUIlDIN6 CODE. LATE Sept. 11, 1996 { handic p je�d spIsp�. - it II ��AWN ` II II T-�-�RID GL6 I MET. JOISTS 16" O.G. { WHERE OC IlE6ALVANIZED P05T W/ 5/5" TYPE "X" GYP. GYP. BD. FIT GALVANIZED POST BD. BOTH SIDES. WHERE I I I I ! i t I I I I I I j = I 3' STEEL. PIPE I ; I 3' 5Tff1 PIPE I ; ", 3 5/8" MET. STUDS 0 24" _ I —W/GONG. FILL I I = —Wl GONG. FILL I I O.G. W/ 5/8" TYPE "X" _ GYP. BD. BOTH 51DE5 ; SLOPE 1/2" I I - COPE 1/2' I I I � I I I i t I I i t i t I I 1 1 I _i CORRIDOR I °' 51DE VIER ° SIDE VIEW i I- _ I P05T BELOW = I P05T BELOH 1 i it _i i1 �T� I G 6" MET. STUDS 0 24" O.G. W/ 5/8" TYPE "X" —— GYP. BD. BOTH 51DE5 I • INSULATION PER I ° I I I I=I I ° 56HEMLE = — — r - li—Ill—lil II , F—i T 1 DIAMETER TOP VIEW 0 10 DIAMETER TOP VIEW 0 CANNEL P05T CHANNEL P05T UP4 �n J N.T.S. N.TS. ^/ NOTES: NOTES: ^^ NOTE: SEE STRUCTURAL._ DRAWINGS SIGN TO BE PROVIDED AT EACH ENTRANCE TO PARKING SIGN TO BE PROVIDED AT EACH HC. PARKING SPACE. FOR ADDITIONAL INFORMATION. AREA. EMBLEM SIZE, COLOR , WORDING, LETTERING EMBLEM SIZE, COLOR AND EXACT LOCATION RELATIVE O ECT. SHALL CONFORM TO SECTION 11298.5 OF THE TO PARKING SPACE TO COMFORM TO SECTION 11296.5 V I- WALLS PER '94 U B.G. TABLE -B ITEM 0 I6-1.3 CALIFORNIA BUILDING CODE. OF THE CALIFORNIA BUILDING CODE. U � wz = U >t SCALE:, eSIGNIscALE: , " SCALE. , e U w U 1—HR. CORRIDOR 1/2 =1 -0 5 H.C. ENTRANCE 1 -0 3 H.C. STALL SIGN 3/4 =1 —O 1 O� 3.-0« � O � O i10 — _ U _ o F m { 1. G' E-- to 0 a .. o r NOTE5: w Q SYMBOL TO BE PAINTED ON EACH HC. PARKING SPACE ►-• LiJ cn EMBLEM 51ZE, COLOR AND EXACT LOCATION WITHIN I PARKINC7 SPACE TO C-,OMF-0i;ZM TO CALIFORNIABUILDING CODE. OFON 11298.5 Cn W 0M 00 f !' d < Z 0 ` E- 0 rn rn 1 i a oQ rn rn SCALE: = W H.C. STALL SYMBOL 3/4"=10-0"__12 L) WQ (� = 0 � 3 W 2 d U th Z W � Q 114 Q 00 0' i f -ONSuLTAN T 0 r CITY OF RANCHO CU CAwIONGA 4' �C RECOMMENDED BY: i APPRGVED BY: i,. CITY ENGINEERP CE: ATE: 7,7Z SUBSECTION SHEET OF PROJECT SHEET BY Du4TE OF BY GATE Q REVISION DESCRIPTION DESIGN CITY DRA�NG NO. s ENGINEER OED i 0 ARC y�TF t ENTRANCES AND CIRCULATION NOTE: DOORS SHALL NOT ENCROACH, PER SECTION ii) HAS AN OPERATING FORCE OF <5#. d) IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY MAY 11158.7.1.1. d) IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OVERHANG THE CLEAR FLOOR SPACE REQUIRED. c11"6 1. ENTRANCES, AND EXTERIOR GROUND LEVEL EXITS SHALL BE OPEN FOR >10 SECONDS. e) IF ENCLOSURES PROTRUDE INTO WALLS, HALLS, * * ` ACCESSIBLE PER, SECTION 1114B.1.3. — 10. AT LEAST ONE WATER CLOSET FIXTURE, LOCATED IN A CORRIDORS OR AISLES, THE CORD FROM THE HANDSET Rte. 2. AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO COMPARTMENT, SHALL PROVIDE THE FOLLOWING, PER 16. GRAB BARS SHALL COMPLY WITH THE FOLLOWING, PER SHALL BE >29" LONG. 7 OF CA��F���\ SECTION 11 15B.7.1.2: SECTION 11 I SB.B: f) THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL ALL PORTIONS OF THE BUILDING TO ACCESSIBLE BUILDING a) >28" CLEAR SPACE FROM A FIXTURE (OR >32" CLEAR a) GRAB BARS SHALL BE LOCATED ON EACH SIDE OR ONE BE <48". ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC SPACE FROM A WALL) AT ONE SIDE. SIDE AND THE BACK OF THE WATER CLOSET STALL OR g) TELEPHONES MOUNTED IN A CORNER THAT REQUIRE A WAY, PER SECTION 11148.1.2. b) CLEAR SPACE IN FRONT OF THE WATER CLOSET SHALL BE: COMPARTMENT. DIAGONAL REACH SHALL HAVE THE HIGHEST OPERABLE JOB NO 95091 i) >48" IF THE COMPARTMENT HAS AN END OPENING b" THEY SHALL BE SECURELY ATTACHED 33"ABOVE THE PART <54" ABOVE THE FLOOR. DOORS Sept. 11, 1996 I DOOR. FLOOR, AND PARALLEL. h) TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT SATE 3. PROVIDE A LEVEL FLOOR OR LANDING ON EACH SIDE OF ALL ii) >60" IS REQUIRED FOR SIDE OPENING DOORS. NOTE: WHERE A TANK-TYPE TOILET IS USED WHICH GENERATES A MAGNETIC FIELD IN THE AREA OF THE �� DRAM c) GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THE DOORS. THE FLOOR OR LANDING IS TO BE <1/2" LOWER THAN OBSTRUCTS PLACEMENT AT 33", THE GRAB BAR MAY BE RECEIVER CAP. CLEAR SPACES INDICATED. INSTALLED AS HIGH AS 36". NOTE: IF BANKS OF PUBLIC PHONES ARE PROVIDED, THEN THE DOORWAY THRESHOLD, PER SECTION 11338.2.4.1. c) GRAB BARS AT THE SIDE SHALL BE LOCATED: 2:25% SHALL BE EQUIPPED WITH A VOLUME CONTROL 4. ALL HAND-ACTIVATED DOOR OPENING HARDWARE SHALL 11. SECTION 11158.7.1.3 REQUIRES THAT THE DOORS TO THE i) 15" TO 16-1/2" (±I") FROM THE CENTER LINE OF THE WHICH PRODUCES >12 dbA BUT <18 dbA ABOVE NORMAL, ACCESSIBLE WATER CLOSET COMPARTMENT BE EQUIPPED WATER CLOSET STOOL. WITH MINIMUM OF—I PER BANK. MEET THE FOLLOWING REQUIREMENTS, PER SECTION 2.2.4: WITH A SELF-CLOSING DEVICE WITH: ii) BE >42" LONG WITH THE FRONT END POSITIONED 24" IN i) PUBLIC TELEPHONES, WITH VOLUME CONTROL, SHALL BE a) IS TO a) >32" CLEARANCE WHEN LOCATED AT THE END OF THE FRONT OF THE STOOL. HEARING AID COMPATIBLE AND BE IDENTIFIED BY A SIGN a) S CENTERED >30" BUT <44" ABOVE FLOOR. COMPARTMENT. iii) TOTAL LENGTH OF BARS AT THE BACK SHALL BE >36". CONTAINING A DEPICTION OF A TELEPHONE HANDSET b) LATCHING, OR LOCKING, DOORS IN A PATH OF TRAVEL b) >34" CLEARANCE WHEN LOCATED AT THE SIDE OF THE W d) THE DIAMETER, OR WIDTH, OF THE GRAB BAR GRIPPING WITH RADIATING SOUND WAVES. ARE OPERATED WITH A SINGLE EFFORT BY: i) LEVER TYPE HARDWARE. COMPARTMENT. SURFACE IS >l-1/4" BUT <1-1/2", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. �J � ii PANIC BARS. Q } ill) PUSH-PULL ACTIVATING BARS. 12. IF STANDARD COMPARTMENT DOORS ARE USED, THE e IF MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN � U FOLLOWING WILL BE PROVIDED, PER SECTION 11 15B.7.1.3: THE WALL AND THE GRAB BAR SHALL BE 1-1/2". � iv) OR OTHER HARDWARE DESIGNED TO PROVIDE � a) >9" CLEARANCE FOR FOOTRESTS UNDERNEATH. U BE DESIGNED TO SUPPORT 250#. rr ll PASSAGE WITHOUT THE REQUIREMENT TO GRASP THE b) A SELF CLOSING DEVICE. � V HARDWARE. 17. A MAXIMUM 40" MOUNTING HEIGHT SHALL BE PROVIDED I' IF NON-STANDARD COMPARTMENT DOORS ARE USED, FOR: 5. THE LOWER 10 OF ALL DOORS SHALL COMPLY WITH � Q SECTION 1133B.2.6. AS FOLLOWS: CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION a) THE OPERABLE PARTS OF AT LEAST 1 : 1004.9.2.2 IS REQUIRED. i) PAPER TOWEL DISPENSER. Z a a) TO BE SMOOTH AND UNINTERRUPTED, TO ALLOW THE ii SANITARY � O � CCj DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, ) Y NAPKIN DISPENSER. U ' RESTROOM FIXTURES AND ACCESSORIES iii) WASTE PAPER DISPOSAL. Q� WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. b) NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH iv) OTHER SIMILAR DISPENSING AND/OR DISPOSAL W � UMM 13. THE ACCESSIBLE WATER CLOSETS SHALL MEET THEFIXTURES. W PANEL ON THE PUSH SIDE OF THE DOOR. O FOLLOWING REQUIREMENTS OF THE CALIFORNIA PLUMBING b) THE BOTTOM EDGE OF MIRRORS. Z CODE: E••.� 6. THE MINIMUM STRIKE EDGE DISTANCES SHALL BE PROVIDED a) THE SEAT IS TO BE >17"BUT <19" IN HEIGHT. ( AT THE LEVEL AREA ON THE SIDE TO WHICH A DOOR OR A — 18. TOILET TISSUE DISPENSERS SHALL BE LOCATED <12O GATE) SWINGS, PER SECTION 1133B.2.4.3: b) THE CONTROLS ARE: THE FRONT EDGE OF THE WATER CLOSET STOOL, PER M U U a) >12" ON THE PUSH SIDE, IF THE DOOR HAS BOTH A LATCH i} OPERABLE WITH ONE HAND. SECTION 11 158.9.3. AND A CLOSER. ii) DO NOT REQUIRE TIGHT GRASPING, PINCHING OR un TWISTING OF THE WRIST. ° 19. IF PROVIDED, >I% OF LOCKERS SHALL BE ACCESSIBLE, PER Z O � c) THE CONTROLS FOR FLUSH VALVES SHALL BE: SECTION 1 l 158.6.4 FOR EITHER: 7. THE MAXIMUM EFFORT TO OPERATE DOORS, APPLIED AT i) MOUNTED ON THE SIDE OF THE TOILET AREA. a) THE PUBLIC. RIGHT ANGLES TO HINGED DOORS OR AT CENTER PLANE AT 1--� - SLIDING DOORS, PER SECTION 1133B.2.5.1 SHALL BE: ii) BE <44" ABOVE THE FLOOR. b) CLIENTS. < _ d) THE FORCE TO ACTIVATE THE CONTROLS SHALL BE <54 OF a) _8 1/2# AT EXTERIOR DOORS. c) EMPLOYEES ~ o b) <54 FOR INTERIOR DOORS. FORCE. d) MEMBERS OR PARTICIPANTS c) <15# WHERE FIRE DOORS ARE REQUIRED. e) A PATH OF TRAVEL >36" IN CLEAR WIDTH SHALL BE J 14. ACCESSIBLE URINALS SHALL MEET THE FOLLOWING PROVIDED-TO THOSE LOCKERS. SANITARY FACILITIES REQUIREMENTS, PER SECTION 1115B.9.4 AND THE CALIFORNIA PLUMBING CODE: DRINKING FOUNTAINS i 8. THE DOORWAYS LEADING TO SANITARY FACILITIES SHALL a) THE RIM OF AT LEAST ONE URINAL SHALL: BE IDENTIFIED PER SECTION 111513.5 AS FOLLOWS: i) PROJECT 14" FROM THE WALL. 20. WATER DRINKING FOUNTAINS SHALL COMPLY WITH ' , ii) BE <17" ABOVE THE FLOOR. SECTION 1117B.1 AS EITHER: a) AN EQUILATERAL TRIANGLE /. THICK WITH EDGES l2 O b) THE FORCE TO ACTIVATE THE FLUSH VALVE SHALL BE <5# LONG AND A VORTEX POINTING UPWARD AT MEN'S — a) LOCATED COMPLETELY IN AN ALCOVE >32" IN WIDTH t RESTROOMS. c TORE CONTROL ME < AND >18RCE. " IN DEPTH. U MECHANISM IS TO BE LOCATED _44 ABOVE b) POSITIONED TO NOT ENCROACH INTO ACCESSIBLE < b) A CIRCLE '/. THICK, 12" IN DIAMETER AT WOMEN'S THE FLOOR. RESTROOMS. PEDESTRIAN WAYS. d) >30" X 48" CLEAR FLOOR SPACE IS PROVIDED IN FRONT OF c) A 12 DIAMETER CIRCLE WITH A TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER AT THE ACCESSIBLE URINAL. TELEPHONES oa < F UNISEX RESTROOMS. Z a 15. ACCESSIBLE LAVATORIES SHALL CbMPLY WITH THE o d) THE REQUIRED SYMBOLS SHALL BE CENTERED ON THE 21. PUBLIC TELEPHONES (OR PUBLIC PAY PHONES) SHALL E^ ' o FOLLOWING, PER SECTION 111513.9.1 AND THE CALIFORNIA < P o DOOR AT A HEIGHT OF 60". COMPLY WITH THE FOLLOWING, PER SECTION 1117B.2.: p. 0 ,4 P PLUMBING CODE: a PROVIDE A CLEAR SPACE >30" X 48" ALLOWING EITHER " 0. e) SIGNAGE SHALL ALSO BE LOCATED ON THE WALL ) _ J x i W a) >30" X 48" CLEAR SPACE IS PROVIDED IN FRONT FOR FORWARD OR PARALLEL APPROACH. W ADJACENT TO THE LATCH OUTSIDE OF THE DOORWAYS FORWARD APPROACH. THE CLEAR SPACE MAY INCLUDE NOTE: CLEAR FOOT SPACE MAY BE PART OF THE KNEE LEADING TO THE SANITARY FACILITIES, PER SECTION = O KNEE AND TOE SPACE BENEATH THE FIXTURE. SPACE RE l 117B.5.9. QUIRED UNDER SOME OBJECTS. w 3 i) >29 HIGH X 30 WIDE X 8 DEEP AT THE TOP. b ONE FULL UNOBSTRUCTED „ ) SIDE OF THE CLEAR SPACE Q ii) >9 HIGH X 30 WIDE AND 17" DEEP AT THE BOTTOM. SHALL ADJOIN ANOTHER CLEAR SPACE. z MULTIPLE ACCOMMODATION SANITARY FACILITIES w �.. j iii) THE COUNTERTOP IS <34" MAXIMUM ABOVE THE NOTE: IF THE CLEAR SPACE IS LOCATED IN AN ALCOVE, a. < FLOOR. Q 9. ACCESSIBLE RESTROOMS SHALL BE PROVIDED WITH EITHER: OR CONFINED ON ALL OR PART OF THREE SIDES, F J a) A 60" MINIMUM DIAMETER CLEAR SPACE MEASURED b) HOT WATER PIPES AND DRAIN LINES SHALL BE ADDITIONAL MANEUVERING CLEARANCES SHALL BE � FROM THE FLOOR TOA ,HEIGHT OF 27". INSULATED. PROVIDED. c) THE FAUCET CONTROLS AND OPERATING MECHANISMS CONSLUANI b) A CLEAR SPACE 56 X 63 IN SIZE. c) BASES, ENCLOSURES AND FIXED SEATS SHALL NOT SHALL BE: IMPEDE APPROACHES TO TELEPHONES. ACCESSIBILITY i) THE TYPE WHICH DO NOT REQUIRE TIGHT GRASPING, SS BILITY NOTES PINCHING OR TWISTING OF THE WRIST. CRY OF RANCHO CUCAMONGA / 1 APPROVED 6Y• / �,' cls'/ f�r f FAXO+MDM By CITY ENGINEER if grow amw OF MOW= bw or `/7I BY WE W OiA7E •- 0 REVISION DESCRIPTION Dam arty DAMn NWAM2al — l / S83 .. .... .. .. ..... ., , --.,�. ,. ,. .. .,.,F..,,.r'r' .'"'""x.b.. t P'., r.:, »+'W r•'... •` '_ .As..,1.. ..'°r x w.r ,:r"1ti ri "'� J4 •'r.` _ ., .,, .._ ,,„,,.. .,. .+r,>.... ^''?i?ri!+.. i7++tMlr, '�?/ 'Ah,Q• »$ "'� 'D�;�+°•.�..'My�"yMM1 . .. - •u 'w. ';r.. ,.,:}Yb" ."+k .`'4✓". 9 - ..� ,.. .. '�. .. -. - .. . ,...., .. .. y ;rte. ., ... ♦. :. ., i.. :r. :,; _ .. • , _ .. ,. .,,, ,....+' .. '... wr m,.rr as .x1+a '�w •F'+ i .mak Rt t•'"'"kk."+W"„e? '#. .+�#�'' .� ,.'�` . r� hW' , J4.•Kx .� !" .. n .. .. 'H V W &+ i ROW5 OF EA I(Fj t} 1 TO REMAJN ^• ,�� � 51MPSON LSTA24 O 48'OL. G1JT A5 RFS. 1. ALL GON5Ti7t1GT10N SEAL GOh'w'l Y WITH THE KW4 UNIFORM BUILDtN6 G40E AW V ''. `, . , � -' �,` QUI) 3X6 5/Ib'PLT.GOVT. ALL APPLICABLE ORD►hANGt.-5. t I '®m GB.O 43'OL. 2. FRAMIN6 GONDi 106 P,OT y . SPEGIFIGAIY SHOWN OR INDICATED SFHA►LL BE K/ /2 TO D!r fAiL5 SHOWN FOR THE R�LTiV'E MATER O �.' FRAMED 5114iLAR A1.5 OR r 5TA6 2X4 FLAT X 6. C,OPLDITIOPLS. 7X2'OPEi'4NFf� 1N(i I'-4' W/4-Ibd - may 3. CONTRACTOR SFIALL 8E RESP01 BLE FOR VMFYIN6 ALL DIS + MA�ONiRY WALL 3 ,� 2X12 TO RE3MASN <; Itis y MA5 N R� _ TOP OF BEFORE STARTING WORK AND REPORT ANY D15GF�PANUES TO THE /�il'I�GT. PLT. MI 5fhP50N U?b M1GR ^, �� ��'�;;� � 4. WITHOUT EXC.Li1510Pt OF ANY REi�-NGE IN THE GOrSTRiLT10N DaCa1NE�Ci'S TO 6 � y ( 2X4 BE.IGFi. �' , SHIORIN6 REpJIR>37 MtY RI1L E OR REGULATION,TH{E STRUGIURA_ EN61NE�< 15 NOT A56UMIN6 ANY PROVISIONS OF SLIP RVISION OF CONN57RUGTHON METHODS OR PROGE56E5. 2Xb E 5tMF50N U210 �,' (1� L. A SIDE W/ t DBT - - - - - - A 5/boll) MB. O 24' OL. CONCRETE+ C,+ SHORING r 2X L�JII T UP PLTa TO 8E R9'IOVED I. THE MINIMUM 5TR�STH OF CONCRETE AT END OF 26 DAYS 5HN1 BES (E�2X{bT0 INSTAl(W WIbX40 FOOTIN65 - - - -- - - -- - - - - - -- - - --2500P51 -1150 PGF 2 RE NF�ORLIN6 �_____ ; j'��s% �;1 ► L WILL A. I WNF-ORGW6 STS, A6TM A-615 �t50�i1 X08 NO L / 50� _ _ - - TYPICAL REINFORUt . GRADE 60 (�5 AND LARE�EW 4 199 6RAVE 40(44 AND 5MALLt� DATE Z, E G. THE FOLLOWING MINIMUM COW fM GOvt- Aepff>SHALL BE MAINTAINED uNLr NOTA oTHERhusE� - a�AwN M.S.� �, o�lr� � � i�ov� Tars�oRT�oN RB'�lFa 6t8--+ 1 I. sLA�s oN 6RAr� - - - - - - - - - - - - - - - -Ge+T>:R of w�8 j 1 SAWI GIT Pt3T 3 ^4 . .-� ,� OF WALL FOR(I� OPENYr6 �� . L - J '' - _ " " SAW GIT PER 11 u`� %��i`S•� 2. CAST A6AN5T AND EXi'�D`aED TO EARTH - - - - - - - - - - --- - - - - - - - - 3' c `' 3. FOF3�ED,1:XP0`.ED TO EARTH AND WEATHER i 3 06 AND LAR,6ER 2' - 05 AND SMALLER- - -- - ---11/2' -A 4 NOT EXP05W TO WEATHER OR EARTH low- 0k MYF`/_,M, Ga l"6,BEAM5,6tRi�S: V2 ' . t • " 3. C&iENT: PORTLAND GEMENT TYPE I OR II LOW ALKALI;ASTM 6-150 N6 � ,;�, •'. cb _ ;• >v 4. A66REbAT1:5 NATIJFtA_ROCK MD SAND: ASTM Cr33P4 - I X � ,r 5. DOhEL5,MK.HOR BOLT5, ItEBZT5,ETC„5HALL BE 56UJRI.IY TIB2 IN PLACE PRIOR TO POURiN6 OF CONCRETE OR 6ROJT. � �� &� 3/16' b. MIC.HOR BOLTS WITii UPSET T}4�'EADS SHALL NOT BE IJStD. . _ . 1. NO PIPE5,DUGT5,OR GONUTAT 5HALL BEN 51-02 x 51-00 PLACED W UNLESEi r SKYLIGHT PER `4 5PEG{FIGA 1 Y DETALJ�7 OR NOTED. I TURAL DWEf�. 2X14 VV 160 d 12 OL. 5TA66_5 70 CEr J51. - 2-13/16 X 2 I�C-PXD • TEG - _ b n 1.� IEA ) D. Rou6tEN AND ems+(oNSTRu,r{oN.logs PER W. C ARC+iPROVIDE METAL STUD 11s f; 5TZ 2X4RIJGTIIRAI.STS '�' 1 FRAMING(�T 5KYL15hT c,, (E} 2X141 b X POST SHAFT i I. STEEL SHALL COMPLY WITH THE OF THE FOLLOWING AS.T.M. - 'c 2X14 ' 5+ Ok U210-2 TYP. ` _ f AT�Ui.Plm6 .,FOR _ pE5i6NATI0N5. - - - - • j r i SHAFT COPF)6L"TION. 1 - N 2X14 Wl,Iba O 12'OL. 5TA66k1�TO(EJ J5T. ' �.� I TUZAL SHAPES tPLATES - - - - ASTM A-36 + PROVIDE-6-6d WITHIN r�` , .� � � T ASTM A-30'1 AST Ib OF 2X14 DOUBLER 2. NO STpjrTLRAL 5Tffi 5HALL BE FABRICATED OR ERELTED PRIOR TO e• + L `x;- R AEA OF SHOP DRAWIN65 BY THE STIRUGTURAL EN&NE5R. i TYP'JGAL 4 PLACE'S ,� -� b 3. ALL E326GT10N AND FABRICATION 5H W i COMPLY WITH THE LATIr57 EDITION OF " e _ PS FOS ONLY BY CBZTEFIED WELDERS. ALL SHOW' �' THE ASG WELDING SHALL BE � __._...___._._ ._.___ _ __�_. _.__ _ _ _ _.._ _ ____ - _ WELDING 51iALL BE DOPE IN THE SHOP of AN APPROvW FABRICATOR - 1'-,0- OF t4AL1 OR BM.TO END OF f - 1-O' MAX. AGE a � �` 5. NO FIEi.D UJTTIN6 OR BURNING OF STiRUGTURAL 5'iffi ALL BE PERMITTED ( (N) J01ST WITHOUT WRITTEN C40N5ENT OF THE STRUCTURAL EN6M�R ° � OR sl.Ae 1; - �' wA.1 ALL STRir-m RAL L*03Z SHALL BE DOIZA.AS FIR LARCH 545 OF THE 6RADE5 INDICATED 1 NOTED-- SILL DOU6LA5AS FIR PRES61M TREATED(NO.Z # --E c-}p b� I �' �` STRUCTURAL FRAM#,& - 2' - 4' THiGiC 2" - 4' I�tlDE NO. 2 WHEN SAWGITTIN6 PEW OPE3lIN6 t i DO NOT OVERGVT CORNERS A5 2� - 4' THICK 5' AJD WIDER N0. { �J 4 FTG. I 2X J015T AND RPkF(E5 NO. I �'•G,� ��•••rr i b - SHOWN Glf PROM EA( SIDE /4X BEAMS AND POST NO. I ,T �••e { OA (FJ 6.LB. AND COL. AND(HIP CUT RE MNDBR. 2 � bX AND LAR£Eit BEAMS AND POSTS Sfl.E°LT 5TRIJGTURALct SO2 *� TO BE REMOVED 2. ALL 5TRILTURAL LI)MHER 5HALL BE 6RADED IN AGC.ORDANC.E WITH THE l - STANDAP05 OF THE WE5T GOA5T LUMBER INSPI'LTION BUREAJ _ 5 l8 X i/2 6L1J Ia01TRIG • 3. Al WC00 BEARtN6 ON MASONRY OR CONCRETE L BE PRE56lJF� TREAT® :r - - c ► DOU6LA5 FIR A5 OUTLINED IN UBL. 5TD.25-12 ^ O ,: • _� � � ' ^: 4. PLYWOOD ROOF AND SFEAfl WALi.. SHEATHING SHALL BE GRADE MARKED 5TRIIGTURA�_ I OR it PER PLAL f'5 I-83, WITH EXi ER.OR 6l U - �? x 5. BOLTS SHALL BE A5TM A-301'. PROVIDE STANDARD Gilt'W &ER BEiI�N s N ff � 2rw X�Q x3 BOLT HEEADS MID P11T5 AND THE WOOD.WHERE BOLTS A!� IN TE36i0N PR01/t(7E ! MALLEABLf HRON WA5HEf25. 2 6. 5TRUGTURAL L&OER SHA" NOT BE CUT OR NOTCHED FOR PIPES OR r CONDUIT5 ETG. UNLESS 5P5C4FIGALLY 0ETALFD OR NL 1. 2' SOLID BLOCKiN6 OR TJI BLOGKIN6 AT TJ 15 5HALL BE PROVIDED BET>^@�i 4 FT6. IN �.. �� 5� OR SLAS JOIST5 AND RAFTERS AT ALL BEARIN6 5LIPRORT5. '•• , N ' _ F1;i. nn5o RE .alert:„neA, 5f;�:KT.� 8. NOTCH, A5 REQuiRED, ALL J015T5 AND RAFTERS TO PROVIDE LEVEL, ' s ,y'� FULL. BEARING AT J06T5 HAWERS,PLATE5 AND 5LIPPORTS. ,.� 4 BORE HOLES FOR BOLTS I/{b I RZER THAN THE NOH AL BOLT DIM'ETER. (N)POST b. BORED 1 6 ONE THAW OF THE WIDTH OF THE BbN6 BE PLACED t TtA511NLE-56 FULLYi FD ON THE i �* OFFSET FOOTING 51 fsm CB PEI ETRATED T. iXTENTIONA APPROVED PLAINS HOLES NOT EXCEEDING OPE THIRD OF THE WIDTH 5HALL BE _ _ NEATLY BORED MO SHALL BE LOCATED IN THE CI3�OF THE hEMISER BE1N6 , o r ...k; PENETRATED. ,,., .-O a • Si.AB { . ._ TO C,OVERIN6 AND THE BOLTED (E} GONG RETI6HTE3v AL1. E30LTS PRIOR MNUN6 V k s - - - - GOMtEGTEON INAGGE551Bi.E. I u I ---� n l2. ALL NAILS ARE TO BE C,ON1h10N NWLS APD ARE TO BE 6A.VA,NYZED WHE@l � 51MP50N L5TA24 O EA t ! x----x x E o 1 GORI�OF OPBi1N6 W/ /' �? - - i- ''.r''�i� ,j' 13. SCHEDULE OF ALLOWABLE CEWNG JOIST 5PN� 2X BLK6.BELOW , ti w ' MAX 5PM1 ......n I f JOIST 6YP.WARP F#45H t/i 1, 2X4 O VOL. ° . 2x6 O I640L. t5'-0' - z .r 3a5 FOOTING 2xb O 16'O.c. 2C�-0" .4 o o+ WAY `i �� �u t�All.l#16 5G1t�UELE� p" BEARW6-Ta@uvL E A SIDE . . I .p15T'S AND RAFTERS TO 2'� � °° " �"`-'" ------- m ,�' �' 'r '` f ' 2. STUDS TO SILL PLATE OR BEARINErTOENNL EA 5I 2-I0d r.� F-� 'o a � j , ?/ i 3. LOW:R DOU51-f TOP PLATE TO 5TUD5-- 2-�p PLAL N - ���� ` FOUNDATION `LAN AND l OOF F�►A4. UPPED D TOP PLAT TO LOVA PLAT 2 d a ;o lu x _. 5. TOP PLATES-ENDS AND INTf325EG 3-{bd _ b. BLOCAK{N6 BETWEEN 5TUD5- EA END FAC�ENAIL OR TOENAIL- 2-Ibd W Ly F u 1. BLOGKIN6 BETVt�N _015T5 OR RAFTERS EA. END FACBINL OR TOENAL 2-{bd F e b. MULTIPLE: 5TLV6, -- 16d 0 12' OL. w A z I tel' STffi BEAM 9. BUILT-{JP BEAP15---- 16d O 12'OL.E:AGfI SIDE a j{ 10. BUILT-IJP CORt� S ESD--I I6d O 12'}aLd Q •u G 1/4 MIN,FULL HT. II. LET IN BRX-46 EA b CON,.BLOCK W/ MA5ONRY WALL E/�SIDE �� � � � AT WTER�IATE SEEDS--- I - 2-8d s4 O 24 OL.-VERT. i IXb-------- 3-b1d CON 5 U I.T AN T WINF.C91 I GROUTED ONLY (E) STEM. VERTICAL 12. RIBBONS TO 5TUD5--------IX RIBBON---- 2-'Sd ��jj n PLATE TO REMAN PLT TO 2X 2-I6d D A ASSOCIATES - - - 3A6 - C ,= W� 1/4' FILLET AT COI10W Stl'tJG`tlJl'YI g - (� REM. IN 6FZ01J'T'ED U3L __� _____�----- �- � WEIGHTY N5. t F5 FUW6E5 Irl' � t0134 8fX1"N 9cT. Su1'YE A 3A6 3A6 A�TFMGXER I. ALL FIELD WELDING SHAT BE CAN'RNIJOII. y INSPECTED BY AN ME,P5GTOR (QW)RANC6 -0200CUCAFAX (90�)4�i-<1�00 FAX('raOW 48��1a6 " . � APPROVED BY THE OWNER. PLT. THRU JOB NO. 80-14 __� ..._ + AT�OF (EJ 6L5 5/b'� ITW RAM5ET REDHEAD -- �s- �. ; CITY OF � f '� _ DY"BOt_T 5LE-VE ANCHOR IV 3 1/4 MIN. EMaE�mb'r, LOCATE AT ___ __ `_�" - '." '` •"` ? OF A5Zrl 6ALLY REIMFORGr.D CELL_. - - --- - - T �/ iZt.00wftllE�iE767 I3Y: .t' i FED VERIFY PRIOR TO ORILUN5 CITY ENGINEER RCE: 24fr5� DATE at 7A v-.6 HOL.E:5 IN BENT PLATE. � 6xL.R ! REMOVE(.&B ` ; � suEsEcia�I s+�T SAWGUI'IPI)OPEIN6 IN(�--+-� at T 1/4' BEW PLATE: 8 11'Cm.To MASONERY WALL.PER 3 I I 4Dr5F OF N " Or r �OF 4 DES" CITY � - ,�,..,, REVISION DESCRIPTION �',� r-,� arp t �ww�c NO. PLAM D7= A]L EJ�C+HE�t APPfcOVED �•� n 1583 ' Iatg 16, ig9(a_ I�.OBx�I F.��OD\80-14tSOiE ` • :.. . ,.< ,...; _ ,..- ,. .. .. , ,a �+,•, ,%..p.,�.a ,. , ya,,y� ,tr,. y�rw"'wraWt: �nw '�"o�,.'"'WN4 �Y:ee 'vtl' ! .1/ k . 6'a'Li+wt•'A `:+r+. nM16' ik_.Y yk �.. '..ri'ti+.. .. q",.. ,,+. .i:.A.. ... .. ., ,. '•.;.t ,.L4 xti� ,p. lr.x :t„�,�y,. ;'. � ,'l'' .mow . :'k. - `. x: .,. ',,. f... ,y .. rawn,.� c . iR�.7111"f/E .• r r 'Mi- . . _ Q�`�Lii..eiL'.nawwM.w':Y"!Y`a:. J' .,,,.x,`f, .'+'*. uIP •'.'�. ...,. _. . "''�. 'K '++ .. "'IM. . ^4' ,..� .t t. ,. ., �, ,. tr »M ♦ :. r : ., «+., rw+°^^a.. ,•sem .m • r <.. . .. a wht r►• 'T.. .tF.... ,ry rp..,. - v n.7 ".,.-. _+> ', ,t...,,, ar! .. "R w+S , :. ,�,•x.. _.. ..5,.. «♦.,.r. .. ., .. •'+r M' . .tO. ...,try7lM,.�,T+sfMp^,,.. „y',:"�•: 9+.r<, K"�. o.w.' •►•...� � .' Y ,+/' � w, ''1+pNtlF• 'w�,'�'�'�I. M`'# ,r' ;.,, 7"6 ..'t '" 4eR�"�t '""!!ra ',�'I"r",y�;' w 'fi"NpYiY'W�9kt1R .'1+,'•;. '�1"+^% 'Yr•�,AR!i4UtR".:.'nr�'}A° �llr'.,'r�.,�'�^., , ., "p M^,-'!"t�l .'"�°"'♦'!�" ''r�;"'"�•' "MM•""!, -y: �I ""ik""7n�►' -�. ,'1�'�Mr- �'. ,�,,a9''ryi" T"'w •'^ 'nF j r}"4�",.' per° . - • QK�kESS��f�l _ L6FfT 5KY U6HT 1c >wr 5EE ARI,K sEE ARC44. 2 X BLO 4%W/ 2 X 12 0 24'OL. • x , 51MP50N A35 EACH qlF CAl°°� END 5TA66ERE D 4-2 X 12EACH ---4-abd r (N) 2-2 X t2 W/ �w. 0 2 X o 24'OL. I � i. -=�- w 16d 0 12'OL 3' MIN SWF50N�W-2 BEARHr6 EACH EPIC 17—11 �}� >' E CH � I � WO NO. l.Jl/ll , ..-._ _.—. o t'W 2 X 41iJ1N6ER5 � 1 ter. (N1 2 X 4 KA116ER I I _-.._��_ ` o 16'OL. W/4-+6d DATE ", + a 166 OL. - i- (Kj 2 X 4 0 16'OL. I _ _ EACH END (N) 2 X 4 CONT. / N 2 X 6 Cow I (fJ RAFTERS W/2-16d END NNLS - - _ _ _ _ _ _ _ LAAWN >IS. I I 3.16d I 5WV504 A34 0 16'OL. 3-164 I � -—Exi5TIN6 50FPiT (1) 2 X 6 0 16'OL. 3-Ibd 4-Wd I I 4+16d f I I F'RAKS6 TO BE '" T. N 2 X 4 O 16'OL. I iZErtOv9Et7 I (E) 2 X 4 016'OL. --� ' IVI` J \ i 1111 ' ►--- Z 2 X 4 016 OL. t \\� \ \\\ \\ (N?2X4016' OL. \\\ r�) E)(6TIN6 5OFFIT ' \\ \ 3_*d • FIZAMiN6 TO BE \\\ \ • 2 X GOVT.5HAfW \' \ ct EXI5TIN6 SOFFIT FRAMIN5 TO BE I _ e ------- FRAMIN5 TO BE REMOVED _ (f) (N) 2 X 4 0 16'OL. .y �.( V • n v .\,•' n.\,t.:i.„.: A w �v\ ` _. ` �J / • o I / (Y� '`''C, `w,./ �t�•✓� �Ry..P�`/ti.i � a r' ' �r� �4 fir,, � l 3 �V 1 41 \ %ry / r G ,� _- V 1 �- fir►' W� "� 121 VE RX6. ~� CN i V 5CALE; 5/4'=1'- 0' SCALE. 3/4'=1'-0' oz FOR OVERHEAD APPLICATIONS U5E AMBZCAN 3000 NON 5A6&N6 EPDXY 6ROUT OR ~� i, EC>YIiVALENT. � (E) MASONRY `V OR COC4 ETE (E)C,>C. OR MA50NRY I i� � A W� RBiOVE FACE 5HEiL A5 .BM.OR LED6ER + 24' 4' • ` REGD. FOR 6R011TItr6. / DRYPACK REMAINDER 5/4'0 HOLE,BLOW CLEAN W/ , O ' 4PRE55MAIR. FILL NTH W EPDXY GROUT / / MA50NRY INFILL PANEL TO MATCH TH4JQf:56 2 X 4 WC&W/3`16d ~ AND INSER f DOWEL. / OF (E) MA50NRY OR CONCRETE WALL. TO LEDGER PROVIDE 05 0 24' OL.EA TYPICAL 0 � CJ �5 24' O I L._____� / wALL 2 X 4 CEILING JOIST w n O MAT (Nj ZONT 6 / $5 0 ALL ED6E5 OF(NJ MA501RY. 2-I6d TO BLK6. �o / U5E OPENED END UNITS ADACANT TO FACE OF EXIST*6 MASONRY. lu > �m / DOWEL5 AND DOWEL 5PACIN6 TO MATCH !- ✓� (NJ HMZONTAL AND VBZTICAL REINFOR.C4N6 Q a / e WILL PAma_ / • ✓, � r Yz mt Mo ALL irD6E5 OF (Nl) / / 4 TYP. DOWEL � I a °' AIL a o WU 00 17 3 T � g �& t�oN� IWiLL KALL 6 TYM& - vE BLOC JNF 3 rn�c�. �U aow� o (� ��o � _ FILE:KA50 REV.DATE: IlAbA4 5GA E:KT5, FILE:MASA REV.DAY-E:uMjA4 SCALE:K15 FtLE:r0Z REV.DATE: it/22r44 SCALE:kT5. _ a ; 30 �X SLA .,z Q .o te o CONSULTANT 1.I 1 1 1ft./ ✓ vV V �/f � wv I i Rvc�n A,�I-� ��r�1���� ca�I structure►1 E�$ , RANCHO CLr-WONG A,,CA.9= (OW)4WO M FAX(AOC)493-0206 JOB NO. 80-14 . WHO ' 4 APPROVED BY: � e3Y: CITY ENGINEER its 2486.x, QI1TE. _ » � 51iiS�5c.�I if)Fl $F'IitL i `L i Al RE1rIS10N DESCRfPTI4N c, , ^ s �Lz APPi� S1+.2 Aug 16. 19% _ 12-11:50 SOlE ti y t. :a ^' f , a. • m k. ILI ., s•.rr ,�+� � a►"�•Fr � c dtq vNu 4. :' " .� C" .e ,: 's�A��..�_ ;.w � .+. ,.,.,. .. '..: ,. .,.. d, .... :. . •„ • ..., .. . ... ., .�w• N. � +aw'itr/iii+r ..a 'A vt Jr ..,�+�'>'�IlYlis, .. 4.. .r« ,ro:.�yl�Ii. . �a. .1 a►. ,w.�„ A' :.' ,.y ♦7 .i.4�i" i y} .:. ,� - �:o- ."p''I^,yMrw > w .r a .. 411r, r. . .. . .. ,.. •,, ,.:. , -_• ',a' ,.M' P � .,...L. ,. t ..it 'j. 1 t'gSA.r.. .. . #. �""1'a ., J.� .x'Nffl,,. ;w�l'�'" 7�C' � $ru° �.e'�IGM'�' ... ,,. .ice.r ,d ice. + .4 ,•�.s.iWitA�NM�i •rea W.a+..•Err.#rti. Iwiw-..�t�IA1J+ +►1►ia t►"�.Y!�•Mn....s,„aa/`'. 1lt� +� �i'r��,� a ,.... a1.- - ,, ".' � ,;... . wti, ;ta.a .,A.t,,.a'V r , • ,��• b' -•...,"..••--+-•7...■.---mac -..__. ..... - .,� t % I 1MULTIZONE AIR HANDLING UNIT SCHEDULE SUPPLY FAN DX COIL HEATING SECTION FILTER OPERATING USED ARC'�,iT SYMBOL MAKE MODEL. CLASS LOCATION CFM RPM SP TYPE HP ROWS EDB EW6 LDB LWB FUEL I/P.CAP. O/P. CAP. VENT SZ. POWER SECTION WEIGHT REMARKS V� ��Ea�•pi �`� 4: AH AIR FAN GMZ-222H I MECHANICAL tS4GG _ 1 o q (p 3.5" FC 20, $Q J55 55 53.5 NAT.GAS 400 MBH �U MBH (2) - 12" 480-60-3 T ?,Ok AWAY( $L�W��. W tT1-1 tNT�2NAl.. ISC�L"AToR$ G11446 * i. i 1 ROOM DIA. 5 2 4 0 � 711' I + REN. OF C p�1F0 AIR COOLED CONDENSING UNIT S%.#nF0 4 SYMBOL ABBRE- IDENTIFICATION VIATION F ! ELECTRICAL J SYMBOL MAKE MODEL LOCATION AMB. AIR MAX. CFM COOLING COMPRESSOR COND. FAN MOTOR POWER r2, OPERATING REMARKS rig NO 95091 DB WB CAPACITY QTY LRA FLA Cry HP VOLTS PHASE HZ WT. LBS. POD POINT OF DISCONNECTION Sept. 11, 1996 I ACC i CARRIER 38AH054-6 :)JTSIDE 105 67 35,000 4G3, MBH 1 223 13,6 4 1 460 3 60 10 3600 R-22 k 1 I I POC POINT OF CONNECTION 1A,ANN 1 178 34.5 Ak ® SAD SUPPLY AIR DUCT E r. RAD RETURN AIR DUCT EXHAUST FAN SCHEDULE 1 L�111�J OAD OUTSIDE AIR DUCT M•�� SYMBOL MAKE MODEL SERVICE CAPACITY S.P. H.P POWER RPM TIP OPERATING REMARKS \ EAD EXHAUST AIR DUCT CFM SPEED WT. (LBS.) EF COOK 120G3S RESTROOM g©p 3/4 INCH. 1/+¢ 120-60-1 1435 4-50G 150 PROVIDE BACK DRAFT DAMPER AND ROOF CURB 1 Sri SUPPLY C- r< � I Lt~ �. p W . 0 GA GALVANIZED Ur . U C", RG RETURN GRILLE to EG EXHAUST GRILLE E--y • •--� i PROJECT NAME DATE LIONS PARKC1CIrY�IUNITY C7TPER, EAST 3/1/96 v� O (D Pr 5CT ADDRESS - MVD MANUAL VOLUME DAMPER G� V 9,91 E REGISTER AND GRILLE SCHEDULE Q; Cin k PRINCIPAL DESIGNER-MECHANICAL TELEPHONE Pun11t r 1 f CHA ORA SHIME (909) 598-1980 SYMBOL MAKE MODEL OBD REMARKS - —� BD BACK DRAFT DAMPER v PL4 DOCUMENTATION AUTHOR TELEPHONE C14dlcod WA)SM U K. C. PATEL (909) 598-1980 EnWcrllmt Agwy Us• SG TITUS PAS-AA WITH NO WITH PERFORATED PANEL _ -..� r� ;t 24"X24" PANEL SEE PLANS FOR SIZES __ _ ALD ACOUSTICALLY LINED DUCT ~� o O �► DATE OF PLANS I BUILDING CONDITIONED FLOOR AREA i 3/1/96 10920 FI' 2 RG TITUS 50P WITH NO WITH PERFORATED PANEL BUILDING TYPE C NCNRESIDENTIAL HIGH RISE RESIDENTIAL HOTELUOTEL GUEST RCOM 24"X24" PANEL SEE PLANS FOR SIZES O THERMOSTAT PHASE of CONSTRUCTION C NEw CONSTRUC ION ADDITION ALTERATION EG TITUS SOP YES WITH PERFORATED PANEL Ct ;METHOD OF MECHANICAL PRESCRIPTIVEQ PERFORMANCE SEE PLANS FOR SIZES l' O 'COMPLIANCE IT/ DEMOLISH OR RELOCATE THERMOSTAT !PROOF OF ENVELOPE COMPNCE PREVIOUS ENVELOPE PERMIT ENVELOPE COMPLIANCE ATTACHED i TG TITUS SOP NO WITH PERFORATED PANEL W SEE PLANS FOR SIZES O y ---� FIRE DAMPER WiThis Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, jParts 1 and 6 of the Caldomia Code of Reguiations. This certificate applies only to building mechanical requirements. ! i FC FLEXIBLE CONNECTION ~\� y ;The Principal Mechanical Designer rlereby cemlies that the proposed building design represented in this set of constmaicn i v ' !documents is consistent with the other cnmpiiance forms and worksheets, with the specifications, and with any other SYMBOL ABBRE- IDENTIFICATION EF EXHAUST FAN icalculations submitted with this per;nit application. The proposed building has been designed to meet rn the echanicai VI. TII'y irP--irements container: ;r. sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. (Please check one: (E) EXISTING fl L DOOR LOUVER I I hereby affirm that I am eligibip under the provisions of Division 3 of the Business and Professions Code to sign this f— — — --� EXISTING DUCTWORK TO REMAIN document as the person responsible for its preparation;and that I am a civil engineer, mer-hanical angmeer,cr archii9c:. (N) NEW e 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions C,-de by Section 5S37.2 cf k' the Business and Professions Code to sign this document as the person responsible for its preparation;anthat I am a I DN DOWN -(7z/—/d7/AA EXISTING DUCTWORK TO BE REMOVED o licensed contractor preparing documents for work that I have contracted to perform. I _ Q 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Sac:ionEA EACH A SINGLE LINE DUCTWORK, NEW of the Code to sign this document as the person responsible for Its C en preparation; and for the following reason: ~ > S �' PRINCIPAL MECHANICAL DESiGNE�•NAME °iGNATU LC.NO. GA STRAINER 't C Z C Q �v C �M2 j 1�3 13/1/96 1 Q o' P ' '' a ' - - �- FILTER DRIER o 0. 010. Indicate location on plans of Note Bock for Mandatory Measures M-1 LIS-P OF MECHANICAL DRAWINGS - EAST BUILDING J - EV EXPANSION VALVE - W a / ��.`•i. U . r iU M-1 SCHEDULES AND LEGEND p o For detailed instructions on the use of this and all Energy Efficiency Standards complianca forms, please rafer to the Ncnrasidanzial w 3 = 1 o 'anuai published by the Calif;mea � �ergy Commission. SOLENOID VALVEsion. �-----r�--y � mECH Required on plans f<,r ail submittals. Parts 2 & 3 may be incorporated in schedules on plans. M-2 DEMOLITION PLAN - MECHANICAL Z MECH-2: Required for all submittais;choose a"ropriate version depending on method cf mechanical cornplianca. w c C MECH-3 and MECh-4: Required for all submittals. OD OUTSIDE DIAMETER Alonwioorcal Cornp(iar"Farm M-3 REMODEL PLAN - MECHANICAL VTR VENT THRU ROOF )N, IAN M-4 SECTIONS AND DETAILS M E01-�AN I O.�L CFM CUBIC FEET PER MINUTE $(K ELEQTRIf3/�L CONSl1LTIN0 M-5 CONTROL WIRING DIAGRAMS AND DETAILS ENG 1 N E E R S TYP. TYPICAL 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1385 i CITY OF RANCHO CUCAMONGA► APPROVED BY: , PJXX*MEM= BY: CITY ENGINEER RCE: 24953DATE: shorter * ' 2 SCHEDULES AND LEGEND-EAS s sf I DE W D= Q REVISION DESCRIPTION DEEM Wy ° "¢ M-1 DiGINEER APPROVEDa 1553 _ F 1 rt� F NOTES SEA D RCyi T 1. REMOVE (E) S. SEE RENOVATION PLAN FOR NEW LOCATION. REMOVE (E) BRANCH DUCT AS REQUIRED. v 2. REMOVE (E) THERMOSTAT. SEE RENOVATION PLAN FOR NEW LOCATION AND I* C-11446 NEW THERMOSTAT. EXTEND 24VOLT WIRING AS REQUIRED. REK 3. REMOVE (E) THERMOSTAT. SEE RENOVATION PLAN FOR NEW LOCATION AND 1, NEW THERMOSTAT. EXTEND 24VOLT WIRING AS REQUIRED. � OF c 4. REMOVE (E) EXHAUST FAN ON ROOF, Ac,30CIATED DUCTWORK SERVING THE REST ROOM AND JANITORS CLOSET. 7I 5. REMOVE (E)46"X22- RG. SEE RENOVATION PLAN FOR NEW LOCATION. REMOVE 95091 l (E) BRANCH DUCT AS REQUIRED. H . 6. REMOVE (E)AIR COOLED CONDENSING UNIT AND ASSOCIATED PIPING. Sept. 11, 1996 4,0 7. REMOVE (E)AIR HANDLING UNIT AND RELATED DUCTWORK AS REQUIRED. - --- O CONTRACTOR TO VERIFY EXACT CLEARANCES REQUIRED FOR THE APPROVED EQUIPMENT. I 8. REMOVE (E) SC4 . J - I 81 % � SI 9.; REMOVE (E) RG. i 10. REMOVE (E) EG. 11. REMOVE (E) SAR. REMOVE (E) BRANCH (.DUCT AS REQUIRED. \ j �E) 3ox24� f - l F—XHAUST FANF4, .10F J, Tj 10 (1 '1 CIS O - c r s O l 0 - - - O ct i2 v� U E j f , w � U 1 f'Iti o ex , 'IC C' S 0 M -1) oo� 10 � 12 14- 44I vl� \ w s O T� I Z R - o o 4 �o �© < v C - - - - - - - - - - - - - - - O 2 0 O ru O r o , < cc or 10 ��10 ^ � MEOFiAN10AL uV', IELEOt/710AL CON9VLTINO • ENGINEERS ' • L 310 EAST FOOTHILL BLVD.,SUITE 100 1 3 ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1385 4- ClTY OF RANCHO CUUCAMONGA APPROVED BY: �cawa BY: CITY ENGIN-E RCE: ATE: 0 x�se:ocr>ow �r i of DEMOLITION PLAN - MECHANICAL SHM ss EAST W WE WE °i 0 REVISION DESCRIPTION ccm c" DAN" N0' M-2 • _ Js83 6 w SEp AR cy/ - NOTES j G11446 t 1. NEW ACC-1. SEE DRAWING M-4 AND M-5 FOR DETAIL 2. NEW AIR HANDLING UNIT AH-1. SEE DRAWING M-4 AND M-5 FOR DETAIL J'J9 FEK 3. INSTALL NEW SG'S AT THE NEW CEILING. EXTEND THE BRANCH DUCTS AS OF Cp�\FO�� REQUIRED. { 4. INSTALL NEW SG AT NEW CEILING, EXTEND SUPPLY DUCT AS REQUIRED - 12 Q v C,F- N� O �L o c-) e.` -I 5. INSTALL NEW RG AT NEW CEILING, EXTEND RETURN DUCT AS REQUIRED 95091 6. INSTALL NEW EG AT THE NEW CEILING, EXTEND EXHAUST DUCT AS REQUIRED 7. (E) EXHAUST FAN TO REMAIN Sept. 11, 1996 ,-,� ��� ®4o O I G 1=�►A EA . C� ,�� I 8. NEW LOCATION OF NEW THERMOSTAT. EXTEND 24 VOLT WIRING. SEE CONTROL 12 y �� (�t x-19 �1=M DIAGRAM ON THE DRAWING M-5 - - - - - t<o"A I(p, S Cal 9. NEW THERMOSTAT. SEE CONTROL DIAGRAM ON DRAWING M-5 10. INSTALL NEW RG AT NEW CEILING. EXTEND BRANCH DUCT AS REQUIRED. 2A FLS i ! Lo�A�E A6oVG \ I� CQLa�1_ �` — � f 11. 14"X12'TRANSFER GRILLE WITH TRANSFER DUCT, SEE DETAIL NUMBER 5 ON I � ��O - — u 11. 1 N C64 LING A8046 NoN- F-IFiE Rftf'w ARE,O'�) U MG FATED 144, ! 3 mr-T m" &y be USE.P AT Ga1VTR�?oR 5 plsc4zF_—rIoN, ..� . _X I Q 1 p (� G F rA j 13 ISI CE -Wai A&-AF- FIRE f;t*T-a✓P AREA5) �D�TwoR k SHAT-I- 13-F- .14- .— •� -� M—+ �i - GI�Vp1.11Z1LP SFIEET M�TAI-, T4iC_K IEft MIUINWM acpao &g. N 1 2¢k12N _0 �r---- �I Ii �c 1 � MIu1MUM T}+K.KN��►LL. VC-- � LQIF� NI L COPES, L O �— 771 "I— ct — (� fin:.-� (it I4. C0N TPAC-fOR 'S�1 1.1► W:424FY C�A.Gt i6e, 4.�,NS TY of F�►4. FAN 11� t C �v', �- I 11 ! I t tI (� T To C-f I4vv.!N ^) Vx ( �I 11:4 F - - w it (axw SG U d G � w Z-2 2�!.� �y A14I I4�` 14sa� CCS TO _ ► z TAW 7 _ ♦ \ @) I�� 3o x 12a _ 2S o c� 5 18 "�C-2A' �M \ 4d .� I I 1 2, eco D 14 F--I rYl� �\ - }•���... ; 0 r /a 1!.✓' (✓� T �I i � I I I I � Lei '0 41F M z`� 4x12 1 ! -- z-- FM �- IF t0 0 x 3 % .r-I Cox Co I Cox co t � � �/ I � • �c�o f►� I' b GAJ � V v I L''r► I Z' -5 - cry o �. G -{-� 400 CrF Nr F-A► - 2OO G1=1� - I ;�2�8 �8 ��t 1 < ~ SGFM Q < � a I P'' $G ,� 3 I2'� 12x I2 Y o I g s c�oF4� - ! o 0 Q ALEX .- - ~ v - 0 4 4 c)OcF A EAL �(j14'',�14�5C� t i i a, Q Go cx �- - ,I 11 i 12v0 CFM f� 2 IQ a ©0 O ZX Z-4 9.c.► 1400 cFN1 -1Z `,X L R MEOFIANIOAL I; 2 4 4 � coNsvTNc &K ENGINEERS T 310 EAST FOOTHILL BLVD.,SUITE 100 1 Y ARCADIA, CALIFORNIA 91006 TEL:818-93()-1383 FAX:818-930-1385 i ' CITY OF RANCHO CUCAMONGA APPROVED BY: BY: CITY ENGINEERDATE: 3 Bulletin No. 6 RCE: 2/12/9 suslEGT10N !MEET Ai Ac0ekjDL-jm 2-- Of r / I --�-�, -�CT ►�.P alb REMODEL PLAN - MECHANICAL � NY WE wy D'M EAST cw .a 0 REVISION DESCRIPTION oE>WON an Duero No. _3 Q o+or+tl�t 1583 STRAINER 1 TYPE - I ' �I F-1L-TaP, blzI E---Iz . (T`(P) ��p ARCy� 0. D. T Lt Qu J L1N1* S SC1J c�t_p \./AL\/1E (.TYPj. _ v�Q�^E .p� F�J► C-11446 t 7. X PAN 5 I t5 N VA LVA LT'YF) REN. OF C A\Yk 2 IZ LT 15 jOB NO 95091 lA T L Sept. 11, 1996 �.` T 1 li �Z7 ► 1/� C:v 1� . MA`L C2t5�R ' too 7 19 _4�4 Z-G 9 Ll u ct NOTES FOR SECTION THROUGH THE MULTIZONE UNIT -_ _ • 1. EXISTING FIRE DAMPER AND MANUAL DAMPER 16uj 2. EXISTING 8 DIAMETER CHIMNEY _ N b S GALE 3. 28'X16 ^ Oa� 'OUTSIDE AIR DUCT ct�- � ' � _. 1 + DX COIL PIPING DIAGRAM _ 4. EXISTING 32'X25" RETURN AIR DUCT V 1 V S. NEW 32"X25" RETURN AIR DUCT Z U 8. BLOWER SECTION N L15 AN 7. FILTER BOX SECTION I t3 - L I2 I �� ,,.�I Q L O 8. DX COOLING COIL SECTION. CONNECT REFRIGERANT PIPING AND CONDENSATE DRAIN PIPING TO THIS SECTION ' 9. FURNACE SECTION T 10. DISCHARGE DUCT WITH COOLING, HEATING, AND BYPASS DIVIDER. c_As1-1tNc, , GoUNTeR i r w - • L A SK 1 N c� CANT STRt P 11. TRIPLE DECK CONTROL DAMPER SECTION. P 12. NEW DISCHARGE DUCT'WOFtK. FABRICATE AFTER THE AIR HANDLING UNIT IS IN � ! � PLACE. 13. ANCHOR AIR HANDLING UNIT TO THE EXISTING PAD WITH EIGHT(8) 1/2-BOLTS. ! f 14. BLOWER DISCHARGE SECTION. U 15. NEW FLUE CHIMNEY(TYPE B). �L.AN Fov- stied 2 -� SECTION THROUGH MULTIZONE UNIT Nb S LAL� r EXHAUST FAN MOUNTING DETAIL - NOTES FOR THE EQUIPMENT ROOM PLAN IIIIIIII♦ - o ^ 1. NEW LOCATION OF THE TELEPHONE PANEL W o __ Accou s--71 C-ALt_Y L 1 e il= D ZONE TAKE OFF SCHEDULE 2. NEW 7-DAY PROGRAMMABLE TIME CLOCK j w N I I, _ -st t E AS -r ZA w Fr--F<F< 3. NEW RELAY. cn �-1 L �� .• ZONE AREA SERVED CFM NUMBER OF � ' cc 4. NEW DISCONNECT SWITCH FOR THE AIR HANDLING UNT. - I `- ZONE BLADES o I - - 5. EXTEND FLUE CHIMNEY(TYPE B)TO EXISTING 8' DIAMETER CHIMNEY. t _ Y Z00, 01 1 STAFF WORK ROOM 1250 2 .-. 8. BLANK-OFF UNUSED FILTER SECTION OPENING WITH 20 GA GALV. SHEET METAL. _ Q oCD 0 2 LOBBY AND SERVICE COUNTER 1850 3 p = 04 o P 7. CONNECT 36'X25"RETURN AIR DUCT TO FILTER SECTION. 3 ACTIVITY ROOM NO-1 O 1 2000 4 W x _ _ I 8. CONNECT 28"X16"OUTSIDE AIR DUCT TO THE FILTER SECTION. a 9. CONNECT 36'X20"RETURN AIR DUCT TO THE FILTER SECTION. - 4 ACTIVITY ROOM NO-10-1 1340 2 oG `, 3 O i, TIzArllsFs R w = L L M t �"L'�' 10. TRIPLE DECK DISCHARGE SECTION WITH CONTROL DAMPER MOTORS. 5 ACTIVITY ROOM NO- ,I 11 2000 3 o U p CONTRACTOR TO INSTALL DISCHARGE DUCTWORK FROM THIS SECTION TO (E) E~ SUPPLY DUCT WORK AS REQUIRED. (TYPICAL FOR ALL THE TEN ZONES) 6 ACTIVITY ROOM NO- I I 1 1000 2 w ' Z QQ 11. (E) FIR�AMPER AND MANUAL VOLUME DAMPER tTYP. FOR ALL THE ZONES) 7 �tPcLI.,E R`f L=AST 1650 3 p-, Q co ck Sz'E 5 7 t"�v o i•I� ^ 12. (E)TRANSFORMER. 8 ACTIVITY ROOM NO- 1(5 1200 2 13. (E) MOTOR CONTROL CENTER. �NSOL i AN i 9 ACTIVITY ROOM NO- 117 1700 3 14. NEW AIR COOLED CONDENSING UNIT. ANCHOR UNIT TO THE EXISTING SLAB WITH ME0I�ANIOAL ELEO-t-Fi10AL EIGHT(8) 1/2" BOLTS. CONNECT(2) 2-1/8"O.D. SUCTION AND (2) 1-1/8"O.D. LIQUID 10 ACTIVITY ROOM NO- I Ira 1400 2 S &K coNaIJ LTINC } LINES TO THE UNIT. _0 ENGINEERS 15. BLOWER MOTOR WITH BELT GUARD. y S C :. ,�4 : 1 I'D 310 EAST FOOTHILL BLVD.,SUITE 100 1 ARCADIA, CA LIFORNIA 91006 16. INSTALL A-1/2- (COPPER TYPE "L-)CONDENSATE DRAIN FROM DRAIN PAN TO , TEL:818-930-1383-FAX:818-930-1385 �- TRANSFER GRILLE DETAIL - ' EXISTING FLOOR SINK. [,Jt%RA jA -rTRAp) MECHANICAL EQUIPMENT ROOM LAY-OUT _ 17. SEE DX-COIL PIPING DIAGRAM DETAIL NUMBER-3. 18. NEW REFRIGERANT PIPING THROUGH WALL NEAR ROOF OF MECHANICAL O17Y OF RANCHO CUCAMONGA EQUIPMENT ROOM. REQ Btf: APPROVED BY: 19. NEW VOLUME DAMPER. CITY ENGINEER RCE: 24953ATE: OF SECTIONS AND DETAILS-EAST 47 IIY WE IFY DM i 0 REVISION DESCRIPTION DE31ON Cmr WA" NIXM-4 EMORAXIt AP ItwED V) 0 ARJ. C'yi � 446 60 s REK l.1'r DObK AIR (ZESET OFC AL1E0 -� QR��G�� t-t NT DISc�otJN�c.-�' Swl-T�H ���1>~ VoL'�Act� LIN>~ VC�L_ `TA r E _ -C`ITRbL WIRING �15GONf�iEG-� - - �w`T 0"1 oa No 95091 - I I Sept. 11, 1996 MAS . STARTCCZt4 ;1n,�vN C(0--d oma/ l S p sT s\v 1 T cH -E ►A V P© 2 l ' _ 27 8�..11zN ER %UdRS STA,T i 0) H07 PLE-__ iAUM1 '�l Q oto sw I TC K ---- {� C3 # . A. - STS sG-1 C.. -7c5°F t o . z DUG'r FuCZIVAGES REL.A-y + rT1 • U (Cc>titTROL_ PAt iCL ) I MONE. N�D'rGIZ \N I T H To a->i'KECZ Sr-ot;LKaR DUcl N'EATI=k �/ N E S - � ct ,OLD PLENUM r ^/ i' Z�r Vdl.'TS CoNTRoI C.ON'j"20�LEE�. SET E..y I� 2 C, F MULTI SONE. AH UNIT i 72ov., COQ^ l LI GL c v LtJE ct I�r�p M -r- STAT it _ T ct Sv LE�tot D V A1+v�s ` U �Ko � A- l�2 WIT t-{ L.IGu� J LIN>` NIN &4 U ct - O r047 l2O L I N_rE F;F--FAcE TO r3f_= � ►--� kOvtDED S`( SIEGE Et�iVlizdNM��C'AL l W `� coNTt�bt�s � --- — . _._ --- - CONTROL DIAGRAM r i Q U SIEBE ENVIRONMENTAL CONTROLS DMS 3500 INPUT / OUTPUT POINT SUMMARY Q M 00 > o EQUIPMENT < z Q FIRE RATED WALL— CONTINUE RATED ENCLOSURE POINT POINT _ " 0 o PROVIDE 'CLEARA'NCE OF DESCRIPTION TYPE AROUND SLEEVE < ;i P o 1/8"/FT. OF DIMENSION ON AIR HANDLING UNIT SUPPLY FAN START / STOP 0. = o Q P o EXPAND DUCT SO THAT FIRE CO ALL SIDF-S FOR EXPANSION DAMPER DOES NOT REDUCE AREA SUPPLY FAN STATUS FASTEN, DUCT TO SLEEVE W/ OF DUCT (EXPANSION IN WIDTH IS CI Q "S' SLIP ON TOP do BOTTOM ACCEPTABLE) CONTRACTOR CAN SUPPLY AIR TEMPERATURE Al USE FACTORY INSTALLED SLEEVE = o .dc DRIVE SLIP ON SIDES, w 3 SLEEVE .NOT TO EXTEND MORE TO KEEP BLADES OUT OF AlR RETURN AIR TEMPERATURE Al a THAN 6" OUTSIDE OF WALL. STREAM _. �. HOT DECK TEMPERATURE AIw "' z 16" STAGE GALV. —— _ _ _ __ FIRE DAMPER ACCESS DOOR Q Q AT FUSIBLE LINK. FOR ROUND COLD DECK TEMPERATURE Al °' QGo Ck STEEL SLEEVE CUCT APPLICATION PROVIDE 0 0 I CURVED DOORS. PROVIDE DX COOLING COMPRESSOR START / STOP CO FIRE DAMPER W/ FUSIBLE LINK CONT. HINGE do CAMLOCKS COMPRESSOR STATUS JNSL)LTANI SO AS TO MAKE ACCESS T CI MEON/►NO/►L if DUCTWORKo o POSS. W/OUT ANY SPECIAL GAS HEATING FURNACE ENABLE / DISABLE CO S&K ELEO7IiQAL TOOLS. PROVIDE 24"x24" GONSVLTINO 2"x2"x1%8" GALVANIZED ANGLES ACCESS PANEL IN CEILING OUTSIDE AIRE N G I N E E R S TEMPERATURE AI SECURED TO SLEEVE W/GALV. FOR ALL INACCESSIBLE 310 EAST FOOTHILL BLVD.,SUITE 100 SHEET METAL SCREWS AT 4"OLOCATIONS. ARCADIA, CALIFORNIA 91006 ALL AROUND. ANGLE SHALL ' TEL:818-930-1383•FAX:818-930-1385 OVERLAP MINIMUM OF 1-1/2" h ON ALL FOUR SIDEq 1. FIRE' DAMPER SHALL BE U.L. LISTED. INSTALLATION TO COMPLY WITH SMACNA _ CITY OF RANCHO CUCAMONGA► STANDARDS AS DESCRIBED IN,NEPA 90A. MANUF. TO BE RUSKIN TYPE B OR C OR APPROVED BY: ,�i��l �,.} ''� / , � BY: EQUIV. STATE OF CALIFORNIA, FIRE MARSHALL APPROVAL NO.: 3225-245: 005. ,/ CITY ENGINEER RCE: i 2. SEAL EXPANSION CLEARANCE �iTH NONE HARDNING RESILIENT CAULKING COMPOUND DATE , AROUND FIRE DAMPER ON BO SIDES OF WALL, suosmmw slur CONTROL WIRING DIAGRAMS AND DETAILS-EAST ._ FIRE DAMPER DETAIL, 2 � 01� � °� �- °`� 0 REVISION DESCRIPTION DOM aIY OPAWIM NM DiONdUA�� M-5 JS8 3 .... .... ._. ...._....-� .�....,.�► .–._, v _. __ - a 4 �.,.�..�._.. R r..._-_-r:. A��--� - a -- —... ... .. ..r w.rr. � - �►r..._.J� ii ... :►+.I'1.� -_ _ `_ _ I k f E i D ARC WALL FIXTURE SCHEUIJI_E PLUMBING LEGEND * G11446 ,* { SYMBOL FIXTURE BRANCH CONNECTION SYMBOL ABBREV DESCRIPTION FILL ANNULAR- SPACE BETWEEN DESCRIPTION J,l •-- `� PIPE AND WALLBOARD WITH WASTE TRAP VENT COLD HOT J 4 APPROVED FIRE RESISTANT CAULK. W WASTE BELOW FLOOR OR GRADE OF C ALL AROUND PIPE AT BOTH SIDES. WC-1 WATER CLOSET 4" INT 2" 1 1/2" - FLOOR MOUNTED, FLUSH VALVE, 1.6 GPF W WASTE ABOVE FLOOR FLOOR MOUNTED, FLUSH VALVE, 1.8 GPF V VENT LINE WC-2 WATER CLOSET 47 INT 2" 1 1/2" — ADA COMPLIANCE ;EJB No 95091 :3 1 SD STORM DRAIN ABOVE FLOOR U-1 URINAL 2" INT 1 1/2- 1" - WALL HUNG,1.0 qpf FLUSH VALVE ;ATE Sept. 11, 1996 OD OD OVERFLOW DRAIN ABOVE FLOOR r WALL HUNG, FLUSH VALVE, _ _)(1AWN , - U-2 URINAL 2" INT 1 1 J2 1" - ADA COMPLIANCE CW COLD WATER r 1 PIPE L-1 LAVATORY 2" 1 %4"X i %2 1 1/2- 1/2" 1/2" WALL HUNG HW HOT WATER (1207) HWR HOT WATER RETURN L-2 LAVATORY 2" 1 I "X 1 % 1 1/2' 1/2" 1/2" • WALL HUNG GYPSUM WALLBOARD 4 2 ADA COMPLIANCE G G FUEL GAS - 8"W,C. S-1 SINK 2" 1 1/2- 1 1/2- 3/4" 3/4" ADA COMPLIANCE D D DRAIN h"+�I DUAL HEIGHT, WALL MOUNTED ELECTRIC CD CD CONDENSATE DRAIN ' DF-1 DRINKING FOUNTAIN 2" 1-1/2" 1-1/2" 112" - WATER COOLER FOR ADA COMPLIANCE O IW IW INDIRECT WASTE • -TOILET RMS, FD-1 FLOOR DRAIN 2" 2" 11/2- 1I2" WITH TRAP PRIMER CONNECTION DIRECTION OF FLOW IN LINE 1. PIPE PENETRATION THROUGH FIRE RATED WALLS SHALL BE SEALED , v `,1N COMPLIANCE WITH U.L. BUILDING HB-1 HOSE BIBB - - - 3/4" - WALLTYPE WITH VACUUM BREAKER ' POC POINT OF CONNECTION MATERIAL DIRECTORY SYSTEMS It WL1001, WL1002. WL1003, WL5001, U WL5002. CAJ1001. CAJ7001, AS APPLICABLE " " " " E EXIST EXISTING PIPING (CW, HW, ETC) OR BY OTHERStb WL1001 SHOWN SS-1 SERVICE SINK 3 3 2 3/4 3/4 CORNER TYPE, FLOOR MOUNTED I TP TP TRAP PRIMER PIPE �( �M O 1 �� ���I t'� ► I`� CAP OR PLUG ~y • PI f95 C 50TRATON T" Fi Fig �� n VWl _ ✓ �� fi FCO FLOOR CLEANOUT ' v 1 O Q� ABBREVIATIONScv EXTERIOR II-•o II-- WGO f GO WALL CLEANOUT/CLEANOUT � v 1 BASEMENT WALL FI XTURE LOAD SCHEDULE I M w v * FIXTURE (TTY FIXTURE UNITS I & AND DIAMETER COYB CLEANOUT IN IARDBG�C M�+y WATER STOP AND WASTE COLD WATER HOT WATER O Z @ TOTAL @ TOTAL W TOTAL r ANCHOR COLLAR G AIR CONDITIONER — - SOV SHUT OFF VALVE O e • ABV ABOVE --L�j— — GC GAS COCK O c, _ _ I ADA AMERICANS WITH DISABILITY ACT WC(FV) 7 6 42 10 70 _ v U 2 2 4 5 10 AFF ABOVE FINISHED FLOOR \' \\ 10 1. 5 7 , 5 BEL BELOW --- -- CV CHECK VALVE I LAV 5 1 5 2 , CLG CEILING Ct l SS 1 3 3 4 4 310 3 . 17 CONN CONNECT OR CONNECTION RPBFP REDUCED PRESSURE BACKFLOW PREVENTER "LINK-SEAL' TYPE S 4 2 8 2 8 1 .5 S•U � CONT CONTINUED OR CONTINUATION ~J O WALL SLEEVE DF 1 1 1 2 2 - - DET DETAIL s MODEL WS 2" FD 4 2 8 - - - - DN DOWN HS HOSE 8I813 -------------------------------------------------------- I ELEV ELEVATION O TOTAL 71 104 16 . 5 I EQUIP EQUIPMENT —� RHg r — RE..ESSED HOSE BIBB I--� -------------------------------------------------•------- EXIST EXISTING ' FIN FINISH BV , BALL VALVE 1,4F� TOTAL WASTE. 71 FU = 9" +MAIN. FLR FLOOR w FR FROM TOTAL CW: 10 4 FU(FV) = 66 GPM. , = 2" MAIN I FU FIXTURE UNITS) (CODE) 4 WHA WATER HAMMER ARRESTOR GPF GALLONS PER FLUSH GR GRADE TOTAL HW: 16 . 5 FU = 13 GPM = 1" MAIN. I HDR HEADERGR GROUND x VALVE/COCK IN RISE/DROP I.E. INVER- ELEVATION j PRODUCT PIPE DEVELOPED RUN = 160 ' X 1 . 25 = 200 ' . (FROM PRV) j MAX MAXIMUM RVP RELIEF VALVE - PRESSURE MIN MINIMUM ISTREET PRESSURE AVAILABLE =100# MAX - 95# MIN PER CITY OF RANCHO NC NORMALLY CLOSED AV ANGLE VALVE (GLOBE) "LINK-SEAL" TYPE CUCAMONGA. NO NORMALLY OPEN-ALL VAVLES ARE SEAL, MODEL LS "OPEN" UNLESS SHOWN "N,C." ! ~ c o \ OD OUTSIDE DIAMETER PRV PRESSURE REGULATING VALVE r7 EXIST. PRV @ BUILDING SET @ 60# @ OUTLET. 4 PRESS PRESSURE Q U PSI POUNDS PER SQUARE INCH (GAUGE) — — --�-- SC STOP COCK o W �� ' ' • , PRESSURE LOSSES : pyg PRESSURE TYPE VACUUM BREAKER a A I " _ QUAN QUANTITY 1. 4 METER @ 66 GPM - N.A. RI&C ROUGH IN AND CONNECT ���— U UNION - `L U SHT SHEET Q • •o 2 . STATIC PRESSURE = 5 ' 2# TEMP TEMPERATURE FLG FLANGE " a I THRU THROUGH ~ > �' 3 . RESIDUAL (FV-WC) 2 5# i TR THRU ROOF STR STRAINER Q a Z N� TO TYP TYPICAL _ ^ ^ 4 . PRV, 60 PSI @ DISCH. -__0#__ Vg VACUUM BREAKER ~ ! < v 0, P V r ` a � Po }� J� PG PRESSURE GAUGE W/COCK o 0 VTR VENT THRU ROOF 0 -TOTAL LOSSES : 27# W/ WITH a- _ p a o ------- YB YARD BOX Q T THERMOMETER U x PRESSURE AVAILABLE FOR FRICTION : r ---------- U LL 60 - 27 = 33# X100/200 = 16 . 5 #/100 ' c� = o PIPE SIZES BASED ON MAXIMUM 5. 410/100 ' & 8 FPS VELOCITY . "" w ----------------------------------------------------------------- en PIPE SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" I Z ' ---------------------------------------------------------------- "� Q a FU(FV) - - - 7 25 163 T FU(FT) 2 8 20 40 79 289 WATER HEATER SPECIFICATIONS ' ----------------------------------------------------------------- _)NS6LTANi WH-1 WATER HEATER: GAS FIRED LOCHINVAR MODEL ETN050, 50 GALLONS MEOFf/hN10/►L CAPACITY, NATURAL GAS INPUT OF 40,000 BTU, 76% RECOVERY &Kco GAS LOAD SCHEDULE EFFICIENCY, CAPABLE OF 36.8 GPH AT 100' RISE, FIVE (5) YEAR ENGINEERS WARRANTY. EQUIPMENT QTY CFH REMARKS 310 EAST FOOTHILL BLVD.,SUITE 100 @ Total ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1385 Water heater 1 42 40 AH Unit 1 500 400 Total CFH CITY OF RANCHO CUCAMONGA --- --- APPROVED BY: �!G�i l /l j I.Corvm BY. Developed run 56 ' x 1 . 2 67 . 5 ' CITY ENGINEER CE: 24953ATE; •F�h 1 F N Per UPC Table 12-3, Pipe size Schedule : ABBREVIATIONS, . Pipe------i�2N-----3/4„------�N-------�-1�4„--------�-��2„-------2N- OF � SYMBOLS AND - PRmw= sir � sized -------------------------------------------------------------------- - LEGENDS .30 CFH - (01 127 239 490 734 1413 BY BY DAM DAN --------------------------------------------------------------------- 0 REVISION DESCRIPTION Diem cxrY ��' DM WdXR APPROVE X583 n SES ARC,y/ 2 C•11446 REN. + - - M Nf•'—_ -- � - - fie_ If -I j j I 'I ! 95091 Z1FD - - A Sept. 11, 1996 v low O tP-I �( ► -_ ___ �- .—� , � we ,, _.. Q i _ L I L- 2 �14 , u A!-�k 7/e I ( ( t — �y 0 1 � � 11 1 � 1 , lie -- -1 � —A - 1- 108 O I 13 17 U F DCE) -� II I II - —E - , —-. o }- --E — — - t 1 F-�-� �"� it '0'25 14 40 1 C73 `` C-4 _ I Lj L ! 2 It I U r(E)r— I I/21I W z U E� _. 71 Wj NF-\N - - ♦ r-. —1 ---- U I Go Q E -- vJC E. 2�0 17 �-T -T ►� �--4 ; �b ��. - PLUMBING NQ[FS; — - "� < " I/2" H &CW IN WAl 1 ;W.C.O. E.XI511NG PRVSTATIC)N. TF-ic�ftC�IJC;f ii_I'C3 f-nN,f�f-f�lAC:l- SFAI_S, 15, f 1/1 V f�15F; 2 W DOWN; - _ > 16. 3/4" 1-1 & C W I)RC)P; I I/)"V IN WAI I ; T'W I )OWN. - < TRIM, GAUGF S FTC AND Rf S f C7(2F 1 C) F R( )PFR WORKINC; — ,.- CONDI 1-IONS. 11. 3/4" 1-1 &CW DROP; I I/)"V RISE: 2"W DOWN. Q " 18 1/)" I I &CW AND 1 1/)"V IN WAI L-; ?"W DOWN. 2. EXISTING 7. CW Rick'. ,- < 3. RFM<.)VE f_XIS I ING f IXl 11fZF . ftf Mc)V1 f'IF'INc; {3nc.K I c VVAI I 19. CONNECT TO EXIS I ING 2 112"V AROVF . s' , ' 20. 3/4" 1 1 &CW [' ROP; 2"V WSE; 3"W DOWN. 4 < __ . I AND CTAP. z a 4. f2CMCJVE EXISTING FIX1 URE. MODIFY EXIST INC; Rc 7(J<;1 I IN 10 11. CONNFCT 3/4" 11 & CW-1 U FXIS' I"AR( I — P ' - )) 3/4" F 1 & CW I ROP; 110"V IW-4 ; )"W 1_)(.,)WN; W.0 .U. < o - i RECEIVE NFW f IX1 U{ZE,AS REQUIRFU. EXISTING 3/4" 1-I &CW DROP. 23. CC)ORDINAI E WITH CTAS CO. REPLACE. EXISTING ING ML I FR WI I I I c, Cao 0 I — — - - S - - -- NEW FOR. 11�CFH. R 1� J` tV I MAIN WITH GAS I 6. INS'Al.I.NFW I IX I t.Jfu_.C:C)NNFC F 1 C) FXIS I IN(; R()t J<;I I IN IN rf� - - U 1 _ - W T 1 IE WALL. ORADD NFW R(_)IJGI I IN AS fZF(�(JI14-(). COCK. `— + 7. C()NNFCT ANI ) f Xf FNf)AI )FOUAI I SI/F1) (.-W, I IW, W & V 24. REMOVE EXISTING PIPING BEYOND FOR REMOVAL OF EXISTING -_ ~ AIR HANDLING UNI T. FXT FND AND RECONNECT TO NFW All � PIPING 1 I2(_)M f.XIS I ING PIPING; 'O NI W f IX I l 1'21 w 3 e 8. 3/4" H &CW, 1 1/2"V AND 2"W IN WAl l..W.C.O. UNIT.V1 RI Y L(_X.A-TIONS IN FIFI D. •., U. REMOVE EXIST ING F1_OOR DRAIN. )5. Ju G DROP. CONNECT TO Al I UNI T WI 1 F I GAS COCK. I— , o `J Z .� 10. 10"CW IDOWN THROUGH� f RAP-PRIMER 1 O FI OOR DRAINS VEf�1FY L0C1�T1(>NS IN FIELD. w I. FtFM(7VE F1Xi L 1{ , RUIJGF F IN ANI) PIPING CC)MPl E I f . F�J:Mc)Vf: 26. CONNECT 3/4" 1 1 & CW, I III" V. AND T W 'O EXISTING n. Q cc a " - --� PIPING TO ABOVE CEILING OR 8E=1_C)W I-I (x-)') n';MPI ICrARI F_.. PIPING. � s � f)_. CONNECT T O F=X151 ING WAS 11= T'IL'ING BEI.()`�'�' F I O<){? . �27• REMOVE&RFROl11 E f�ClS1 ING C_1N, I-1W AND f iWR PIPING c.7lJ T 13. CONNECT 10 FX1ST ING VF N i AW)W. OF CONFLICT WITH NEW SKY 1_IG11 r AREA. 28 RECONNECT To ExI sT %2 G WI�- _ _--..__ NV 14. CONNECT I" H &CW PIPING 10 EXISIINCA AH(.)VE. To 1 (40/000 �) S &K MEONANIO/\L ELEOTRIOAL CONSI.JLTING3 ENGINEERS ' 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1385 GENET I N^.T c. I• ALL PLUMBING- MODIP(:4 ION REQUIRE BEL C A/ CITY OF RANCHO CUCI� MONGA FLCOR SHALL BE DONE BY SAW CJ77ING TSE _L(_-/0R RECOMMENDED BY: APPROVED BY: / ONLY.THE FLOORTHEN BE PP.TCHED BACK TO MATCH CITY ENGINEER RCE: A ECIST)NG. SUBSECTION SHM 2. ALL DEMOLITION OF W, L.,_ AND OILING REQUIREC FORMCDIFIG�TION OF PLUMBING SHALL BE PATC"fEC PLUMBING PLAN °F BACK TO MATCH EXISTING. a�orEc.-r >� r' 31 i Al It OF BY DATE BY DALE " 1 REVISION DESCRIPTION DE>toN Cmr °M""'� N0' IN""= P-2 � 583 .. .•,:1..•........._.., ,..«.«... .. .. .. , _„.,. r.,,�,,,.. ...o . - ,...., . -..., ..,,.r.,l� .�'"-- _ - . fir"_-.. _.--•� amp— GENERAL mp.,..-GENt:RA SYMBOLS SPECIAL SYSTEMS f2ACEMiAY QQQjNG ----- NOTES: 1) Mounting heights noted are distances measured troa► the device F Flim ALARM & DETECTION SYSTEM CONDUIT RUN, 3/4"C. U.O.N. centerline to the finish floor or finish geode, unless otherwise S SECURITY SYSTEM CNOUIT RUN, IOC. U.O.N. • AR Cy�T {, noted. T TELEPHONE SYSTEM CONDUIT RUN, T 3,4 �. , Tt 1 �. , TZ 1 t/4 �. LIGHTING FIXTURE SCHEDULE �U�'Q� ���► �. E EMERGENCY POWER CONDUIT RUN. v O2) An oval with a number inside refers to o special note on the drawing where it is indicated. TELEPHONE/DATA SYSTEM G11446 LAMPS RECESSED SWITCHES WITH MOUNTING HEIGHTS +48- (U.O.N. ) TELEPHONE OR DATA TERMINAL BACKBOARD 3/4- THICK PLYWOOD U.O.N. SYMBOL TYPE DESCRIPTION INPUT — MOUNTING MANUFACTURER REMARKS REN. 9 A N0. ATT TYPE do CATALOG NO. �l a TELEPHONE OUTLET; MOUNTING HEIGHT +18 U.O.N. I I OF �At�F \� S S I NGl E POLE Sw I TCH 1 1'1 FIX .. St•+�J�I?�i J•J PROVIDE 3/4 C.O. UP TO t6 ABOVE ACCESSIBLE GELLING. S 2 Two POLE SWITCH v • F 32 Ga L1�M,51 A I-+ADE; GI RGL_E M TELEPHONE OUTLET WALL TYPE; MOUNTING HEIGHT +48 AFF. ® FLOOR• PAR^OLIG 107 3 a2 TS 125G� #� PAF 2•�3� S 3 THREE WAY SWITCH W PROVIDE 3/4-C.O. UP TO t6` ABOVE ACCESSIBLE CEILING. �3-1_Eg_ 1A1 HAVE F_t 7�I5R, ;: 77V 3s z7 N(EL�T 3;_AMP eAL) S4 FdLiR blA.Y SewITCHCOMBINATION TELEPHONE/DATA OUTLET, +18-AFF U.O.N. tIX41 5L Rf:AC-E F3Z -%L-LJME�IA 108 NO 95091 PROVIDE 1 1/4-C.O. UP TO +6' ABOVE ACCESSIBLE CEIL NG. O FL- _EWESC E W-F 71 2 3.2 7-8 t LU R F� � A W N 240-A-277 /-E,) S p DOOR SWI TCH ACTIVATED BY DOOR POSITION �1PUT61� t •T�► a1TLE'i' + I���F U.o.�• ® W ITN LEt-1S Z7"T/ .J+�3 5 `EL ECTRONJ IL PALL•A- ;ATE Sept. 11, 1996 I"c.o. up To eco"AI ACC81%l&-E eeA-4daw • ~�' •I • 1811fZD RE->r'.fjEPL- PRE�cOLIT� F+ xTi,KF J �NG�fN 1-J >i�A�NN • SUBSCRIPT-LETTERS NEXT TO THE ABOVE SYMDOLS INDICATES DEVICE CONTROLLED k a - p y p FLiJO R, D->N- L ICEi"T '5� 2. 18 FLUOII' R.Er_eSr ,I� #�GFRS is E i5- 2--771/, 5Hr A:, L BY THE SWITCH WITH THE SAME SUBSCRIPT LETTER. WHERE MULTIPLE SUBSCRIPT , •X` EQUIPMENT DESIGw►TED WITH AN `X- IS TO REMAIN. 0 LETTERS APPEAR, EACH SUBSCRIPT DESIGNATES ONE SWITCH OF THE TYPE C--EA A.►-2At�. U�.D 44\/F- E HE Rc?Et)Y INDICATED. t `R- EQUIPMENT DESIGNATED WITH AN `R` IS TO BE REMOVED. 2-77V PSK C EM 611 ROUND FLUOR, _-D L_ PRESCOLIT-F- J SURFACE MOMTED SWITCHES WITH MOUNTING HEIGHT +48` (U.O.N. ) O OD0WNLlG1yT W/ -,1 2 24o F4-JOR REG #cFR{2(I,—+92 V -Z7� •j-EPI DISCONNECT SWITCH WITH OVERCLIRRENT PROTECTION UNLESS OTHERWISE R INDICATES CONDU 1 T AND WIRE TO BE REMOVED. C NOTED WITH `NF` 1 2�7v ® Co'� KO U ND FL Ube', PL_ P i scO L I TE 2 MAGNETIC MOTOR STARTER NEMA SIZE INDICATED INE S O OWNLIC��f";` hl� 2 F�-UDS' (:E� kCF��oO�NPF-37.z-Z7T/ COMB I NAT 1 ON MOTOR STARTER-DISCONNECT DEVICE. WITH OVERCURRENT S►NGL E LLSA R A1�AK i:lAG W Z PROTECTION UNLESS OTHERWISE NOTED. STARTER NEMA SIZE INDICATED. 1 3 9 POUND -FLUOR, REIT - O . PONE_R AND WIRING DISTRIBUTION r ODOW NLlc�HT W/ Co$ 3 Zoo F1_:JOR Pe' -_156=D #�- GFR`��oEL -782 Z7?v Z F —• COMB COMBINATION SW 1 TCH-FUSE: SW I T00OiARD MOUNT 1 NG O �_E�� LZ� c = BRANCH CIRCUIT PANELBOAR2_7_7\/O DISTRIBUTION TRANSFORMER ® SWITCHBOARDS, DISTRIBUTION PANELBOARO OR MOTOR CONTROL CENTER �E-�-oRATIVE �jGC�A J�1 H I T E }�IhJ l5l� .�-��! S� CIRCUIT BREAKER GI SC,O NCE SCS '.a0 17 �L 11(o i`� v v 0 CONDUIT RUN CONCEALED IN CEILING OR WALL (SEE SPECIAL SYSTEMS AND O NimUP4 DEFINITION SYMBOLS FOR RACEWAY CODING) CIRCUIT BREAKER WITH GROUND FAULT PROTECTION -- CONDUIT EXPOSED /�� E�CIT SIGN 1`'JzE Oi_! E i AERC BATTERY - CONDU RUN - FUSE , � � FI �T — CG L I E 2 - PACK �' Q, 1, }••i ) -1J M I N i NC-� L<} Ito-E N I.� U -- ---- CONDUIT RUN IN OR BELOW FLOOR SLAB OR GRADE �� POOIIi � GROUND 11 W A L t INDICATES AN EQUIPMENT GROUND CONDUCTOR 10 SUN rJ '`1E�,A L, ctO HASH MARKS INDICATE THE QUANTITY OF CONDUCTORS REQU I RED. UNLESS MOTOR -05F INSIDE SYMBOL DESIGNATES HP OF MOTOR) Q .�E,a N ID 125 1 100 E`�1l-) RE�ES`II *-91 M 5-1UO H+i FE-NIS C/) V OTHERWISE NOTED, NO HASH MARKS INDICATE 2 /12 AWG (/10 AWG , OI G 4-}7 277V CONDUCTORS INDICATED) . WHERE A NUMBER IS NOT INDICATED, THE U CONDUCTORS ARE #12 AWG (MIN) . �} PT FL.L►O?, F52 GOLU M 15 1 A COi�DU I T SIZE SHALL BE PER CODE AND INSULATION TYPE. FIS AL_ M SYS?�E M �-�---f O I�'LIG HT 37 3;?, T8 N I # I -Ela-171-7ti'. 0 Q 277 V •P3S 8 NEI- INDICATES M---� �"� O -�--�� INDICATES A HOMERUN TO PANEL 2LA, CIRCUITS 1-3-5 WITH SNARED 2LA-1-3-5,71 NEUTRAL AND CIRCUIT 7 WITH DEDICATED NEUTRAL Flt? *� it�i PL;LL �Tp.T10N •{- j" F glf ROLaN1� FLIJQP, PL- i• �SCOL-!T� rI�C"{i� zG�� nK 00III4NUC-IyT- W 31 2 13 FLL.6R; � � cl`R 81 Eg-5 Z-Z77✓ ; Si A%P&p Ute, U � U F E X I BL E CONBU I T ® L� E � E CAIS G�I LI Mou N T E.D IJ•v 0- � C L-F-A R AL , LIAD I ►�tA L.�.• 1-�� �t-�r�. --o CONDUIT BEND UP TQwARD OBSERvER 5U fZ�AG` LE F32 1,4A LL CAL U M 5 i A �E �E-•I,gpED Ci i� C , � � ST Psc ►� ►r GI�I�,�1� I�fOIJ+JT , �.o.u. L ! FLLI0RE!CENr 3. a-71 3z 78 #-w I•+0- E5A-277v- IN3, --E —♦ CA i CONDUIT BEND DOWN AWAY FROM OBSERVER Y E M_ O I 1 1 i'3SI SUQFAC.E ' T Pte= ZOUTLET� ? �/i�J►ON s`�ST�M 4FT, FLL91:•'• ��it ULUM01A r �� M s;,J w/ 7 1 ; �� 51+I�FA�.F _ � ,!�, - "77V- ?wGT;-.,,-i� YMBOLS LIST, UNLESS OTHERWISE NOTED 8Y SPECIFIC MOUNTING HEIGHTS AS INDICATED ON S �N-I 'rl�l.E�5 i4f� �U�.�7 MOU hl'�I X16 NE I bI�T t!a" U,D.IBJ• y�l 31:.:= G I..�Ai�;v � 1 ��1� LOCAT ION I N PLANS �-�� x w/ I G, ��i NG �Tv f.'�ATr- ��� GO�I�Tzqr r' - � :•; �s 1 ._. -- U _ - � q (WALL MOUNTED INDICATED; +18' AFF U.O.N. ) OrNERAI POKR OUTLETS • N-0 DQ N•I G . wALLFrc:K I�5 ! i l!J�) 1 MEtaa_ wgl,LJUNCTION BOX tiAl i G c Qi SINGLE RECEPTACLE; NEMA 5-20R (U.O.N. ) C;) �.I. P. j � , KI f-I Lam, :. i►I`,7T�i�..� rt1 i I-- Ex � ,, v �'L•1 roH'T" I� I 70 1+f+�'A.-i �6C,IS��G, sy�� -L��' - y.. ��+ ;�(J -� � ..••-•=-f`-r ,�,'� FIJI DUPE RECEPTACLE; NEW S-20R (U.O.N.) I • DUPLEX RECEPTACLE; NEMA 5-20R k. � (U.O.N. ) •GFI- ADJACENT INDICATES GF l U I �I- iN._``��GOUNF a_F'1_ CTW 1iAA10e M_"_.2_7.._7 �U SPECIAL RECEPTACLE OF THE TYPE INDICATED - � o W o SLASH AND BRACKET DESIGNATES UNIT TO BE MOUNTED ON WALL �-1._ _-- _�__. ___..1--.-_-_..__._. ___. _.__.___..._ ._• .-- _-_._.___._ _� - - a I ABOVE COUNTER TOP, CABINET OR SHELF - W H U fI1lE_24IIGNTINS 14ANQAjQFY MEASURES I DUPLEX RECEPTACLE, NEMA 5-20R (U.O.N. ) FLOOR MOUNTED • o T ► q (� 1.191LNG_�T-.QF F « G�r� �K� � U o a . T� / / _! ,J ) HINING LDLfG11TNJf, SHUT fKr SYS TF Ad IS (OFJTR(11Iff1 RY AN AIIIr1b1At1( 1NA1 `:YNlrll Q I — a Z 00 a O o 0 2 DARER Lo N�LKHj1N_,SHV T-Of F ermE gAt LIGHTING (FOR FIXTURE. TYPES MOUNTING. SEE FIXTURE SCHEDULE. SHADED OVERRIDE SW ICHES ARE PRO\IDfD FOR 1-041111 SHUT (x i 'JF 1 ua 111NC I'l AN S1fEF T E 5 FOR 1Nf(N?MAncNI UNITS INDICATE CONNECTION TO A STANDBY POWER SOURCE) • I � � p• = (> 0. r •I rJ• ! •. 3 �U . 101r1ATIC QQN.iRQL_DLVI��$_CI:RiIFILD • • 5 A, ALI AU TDMA TIC CON TROI IN\ICF S SrF(:IF NFD ARF CF R 1K if D _ a a INCANDESCENT OR COMPACT FLUORESCENT FIXTURE - � . SURFACE PENDANT, WALL OR CHAIN MOUNTED - BRACKET INDICATES WALL MOUNTED '•• I �- 4..�'t111 LSSLN_RALLA�T AND LUMINARIES--CER lit IED U s O • f •� } I• �,p��5 i. �XiTURF SCHFOUtEfONi91EFT FRES f(MIfl1 ARF fFRfIfIFIi Rf11R I(1 111( IH:IIUNr. w � �• ••) •� •, 0 INCANDESCENT OR COMPACT FLUORESCENT_OO NIL IGHT FIXTURE - RECESSED MOUNTED ! •' 1 �— • • 5 1.11`N_QIiMI_ RIND F�.Q-LAME' JLA IASi_S l-. L~ o U Ih✓OCA i `✓ FIxTuf?_E L417H EME�aF_NC-f �A"+-EBt`S PP.tri< ; I I, i �• fjr'�✓�-u `' ALL THREE LAMP FLUORESCFNT FIXTURES ARE SPECIFIED W1111 FIFCIRONIC RAINASI `' Z O COMPACT FLUORESCENT WALL WASHER- RECESSED MOUNTED. , AND ARC. EXEMPT FROM TANDEM WIRING REQUIREMENTS W v a C" Q/77 77 co tY Q INCANDESCENT OR COMPACT FLUORESCENT DQMAL IGHT FIXTURE - SURFACE MOUNTED -�! F �IV1pSJ�RQ�M1/AREA._ TR9L� • I / EACH AND SEF1Hf LIGROOMHIN TING rlAN1S EOUIrPED Will A SfrARAli SNA FORI('H t--I� FLUORESCENT FIXTURE - OPEN STRIP 5w NoTe J#b sIFG&1' 7 UNIt.ORM RL IQNN_EQRN91V9SJA1-R 5 JNSULTANI FLUORESCENT FIXTURE - WALL MOUNTED iI, I' Ef 3 hR Iaff�TIOIJ i • ! I AL1. ROOMS AND ARF A$ GREATER IRAN TDO $QUARE rfEi ANO MilF7f THAN 1 7 ® FLUORESCENT FIXTURE - RECESSED OR SURFACE (PENDANT) MOUNTED 1I i SW IC PER $QUARE FOOT Of si fiNG LOAD ARF rROVfDrD wlni DI►A1 1►Vf1 &� MEdHAN10/\L . I-':' SIN ff,1HNC Sf f LIGHTING rt AN 511E F I f � SHADED SYMBOL I ND I CATES FI xTvCE II MIM F-M F_R�F-t Y i#.TTERY PSK / A DAA IIT �►RLA �1RQL ENG 1 N E E R S EXIT FIXTURE - CEILING MOUtdTEO ITL ALL L041INC IN DAYLIT AREAS 14AVF SFrARATE CONTRA$ FROM tiff NON , ® - � p,..�IEA„ IM" DArtIT AK AS 310EAST ARCADAOCALIFORNIASUITE 0o61� EXIT FIXTURE - WALL MOUNTED 9 QONTR_% q�---EXTLR� L�91138 _5 TEL:818-930-13•FAX:818-930-1385 SHADING INDICATES QUANTITY AND LOCATION OF LETTERED FACES. FXIFRfOR 11041ING CONTROLIfD RY AlliOMATIC TIME (IOCK AND 1`1111 ell ARDIRECTION SHOWN, I ON S� EASTROWS INDICATE THAT DIRECTIONAL ARROWS ARE REQUIRED IN THE . (TYPICAL FOR ALL EXIT FIXTURES•) OF WCHO CUCAMONGA INDICATES A REFERENCE TO THE FIXTURE SCHEDULE; O TYPE `A` FIXTURE INDICATED. _ I `f / � RE001111iQIDm Br: / � APPROVED BY: • •4. .•` �.4 I• CITY ENGINEER RCE: A k I 14 SLOSE CMN 3 5 ��r, �,.., _ CW PRMW SWEET 1 I Bulletin No. 6 .2/12/97I DY W DNE 3�- 1 .00 E err L.• '("�� l..-,��I REVISiON DESCRIPTION DEEM C" DRAW" "0' I ' 1`j'l'�•P-ISG NoF-.1� ' DMOMEER iIrM10VE•D a, 1 J583 .- -.....- �.. ......` i.. _. _.... .-..+ .._� • ��.`_.._. k p ARC i v 611446 REX f' r { SHEE7 NO ►`E�: 9 x r� OF CA \� � OR pR p — - — - - - - R O 12E MOVE SI.JI TG�-I C=SJ AND RE PLACE Irl IT•H x NEW 5f-,IIiGW�ES�. REUSE- EXISTING RAX R R AND C-ONDUIT(`�) UP T-o CEILING SPACE , 95091 T CLOcK O UTLE +7'-6c" . l ExTEND CONDUITS A5 RECWiKEC). REf=ER Sept. 11' 1996 TO LIGt-I , INCA PLAN FOR NEIN S�11TCH(ES). 0 0 o O o 0 0 O R >z o - x x X� Q REP'10VE EXISTING SOFFIT 1''IOUNTED R PLAN rdR Ar D W FIXTu+�SSI�EI�LIE N � ING _ E 5 R it R R c�ocK EXJ'-)TiG CON D U IT, ILA ® X I R OR R O4< x OR O R '� RQ OR P, R x F-E^'IOvE EKIS T INc9 FI x7-Ljpa AND x I� R R �E PLP.CE �.i I''H NEW AS St-IO W Irl ON Q LIGHTINr-q PLAN_ REUSE BOX. W R � `� � 1 I EXI tT. MAIN x XO R O O O O O I S I.-i �7c'-r1�o,�k D x RR R R R R / �Q R �O ® PATc+-I f.IJ� SEAL a X 151'"1 N G J �o)c 1I M� �+ x K X t T R R R R�R S�RINK`ER xF-T `� R to i -r x R R R P, R R g4 � Q� � EXI T N�. A r0 2E MA i E?Q,)7, PN L,'AA'' TO QE I"IA I N - - - --t M�1 UO I ®OR F F, K R = O U Ct C n 15T_ TEL K EKE). O R X.m x I-.-____—� R Q� v) V © R O R x. G L.OG IG R R l�-� U = U Q)F, R R X R --i - - - - - - - - - - OF� �""I A '�5 Q) Qx EXH- FAN R R RZ x X R R R C LOC-K X� – EXH- FAN R `� � CC3 DUCt wEATER r FSI Oax x I~ ENNNNNI K R ~ I R �- R R R x R R - - R f y' M R R R - R �� R R1 1 1 1 _ _ � Q r t 71�NNE 51 �N� CO N D L.!I TS L-I N I C H A I:C Ta �',� - `1AIN ALL- WIRINGS 5HALL 5F_- - < PC- MO\lED AND RCEPL.ACED W I H NE W- aw imp, UNLEep`) NOTED 07HERI41`JE I,JI-I` 2E r _ - < < � WIRING DEVICES A 5H0 1,, N A5 r ' E�CIS T► NG '� fZEI`1AIN -THC _ R R R R k o G`�N 7RAC'<n R S*-I A L L FZ F_ M Ou E 1-N E _ < . R R R R ° EX15 T INC] l.4l !-'INca [)avlCE AND _ a �EPL.ACE IT' IN THE EXl STI NCS 50X W ;T H ANEW 1-JIFZ1N DEuICE, — - 2-4 � X CC o � o x X X n � � • � � & MEOH/ANIO..L LEOTFi 10/ L CONSI,JLT1Np ENGINEERS 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:8184930-1385 s CITY OF PMCHO CUCAAMONGA APPROVED BY: ��/ ,/ RECOMMDM rr: CITY ENGINEER , RCE: A ELECTRICAL DEMOLITION PLAN � ELECTRICAL DEMOI- i ION PLAN susswmw 3"m or Q Bulletin No. 6 2/12/9 wCKc,•T i1+EET V WE V WE 33 or y � ORMWO 0 REVISION DESCRIPTION Dam c" E-2 / ss3 q 1� • �SED ARCy�T J.P/ ' v * G114" See Bulletin No. 4 and 6 for RM . . i Lighting Revisions in Rm. 101. 9�, ��,N� I OF C . O II 11 E O NL INDICATES NIGHT LIGHT (TYPICAL). ,>B ^%( 95091 Q 12c IOa 1 �b IDG I CNP 10) NOT L ,5 CD- Sept. 11, 1996 1,10UNT t;IWITC E IN E.XISTI RECESSED OX• 9EU5-= 5 C- 4 E s E 4 �-E 5 E 4 ZE O ExiSTINCa CONDU ►TS lJ ' l-�NGEILING-I 5PA g . EX�"Etip - CONDUITS TO ARIPPoPRiAT E PANEL P ,�E NE4J E1�,R��+✓u b IZb lam (Zb ,1 E 3b EXI5TING� PANEL-- IIA TO REMAIN- ' � - F G;� 1< Q EXITING PANEL- (D ' Ate' TZ) REMAIN. r ' Is's AL010. K 2"� ► ® r lO U N T STRI-*� LIC-�I-4 TS I N TJQ o>` CAS I N ET, C%JO p IN AT l_OCAT ION Bb _ ' z Coc �� I NL J �b IOa IZb ARCH I i KT PRIOR TD RO!JG h -IN AA-1,5 \ �a i �'J --7 1 7r� E INZ)ICATF-S EXISTING CONDIJiT Td REMAIN. REMOVE r- O ►t' O �� 3b \ e7 I F S IW O 1 Cob 2a Cob 1a (T fill 3t` ,1a L L EXI�GINC� GOtvD11C ;Oo25 IN J �A�L N _hl /�S HO N �I I 112 ( YFI A�) ' I II rte+ � INTEI;CF�T SSI INC C-ON31! I T INSTALL J - 130X IN ACC-7-18LE CF ILINGq SPACE. �XTE N D NEW CONDi ' IT � �1�, a la 1� z laC% Cj TYF 3J I� ,z ,z 1 _ 11� .moi G �_ ' s I I ll � I I � I 2a Gb 2a 1a LIGATING CONTROL PANEL LGP SEE D`TA L E_ 1"IoUN I PANE To cJ,27 25,2"� Izt ! 3 O FLU�N IN y,IALL, all fill lilt I I 1 1 Irk � • r+1 l L to C�1�(P 1 o a i 25,2 � l a R J U TE HO I"I` K IJ N TO PAN I-L A A V I A TH E L I GI H 71 N C9 CO N TRO L A-25,27 , 1a 11 ' � Aa.-lo,l2 �'ANEL LGP SEE DETAIL- i E E � Np II O � c � �a c IOC U _ . tae ' IZb IOa. 12c. IDS. 11 PROVIDE 811xS" x`tl' JUNCTION BOX IN ACCESSIBLE CEILINGS Wi- 3 �u ®STMp lad -PAY /A ARRA (TYR) SPAGc. Q A r--� � ;- L ~ till ALL- �I�IIT�-H _5 IN AGTIV11y 1200M5 '5HAL gE KEY SNITCHES O A IZb ,�. 12c, �I C (TYPw) , `L � Zb � 13 (�) 3/4"C.- 4�k I O EA. 'r0 f�A N E L. "AA i l r C - 2 # 12 TO PAN=L h-T-II - AA 13 - G i' t2 12 I V i=2 t FY W I R 11 1 2 O 1a I o ,I I �. �o L NT L.I 11-fi-I "LCP" IW I R I NCS D I AG 2A M p R I O R To C� (71- f'2) N G B (nP�� PULLING GONDLC 70 KS, O 1 I 104 to ,},p � • to- - O • / �� Ia • �►'� ..1�- 1 ® ISI,X �t� LE�r 4- t.^MP . FLUo�ExE►J T �I X'(L1 R E v�1 t v 1 C fill (Tf P lo) I I K logo fill - Ic Pill ICAII (1J ( OMP IANCI I iylelifly full i of 2 I IG 1 1 U W I �� , Ion is -- 126 1Oa 1-b 1 rRei1C1 N.1rt 0.IF I IONS CUTAMI/Nl I Y Lt N It k Ib 96 Moss(I NH)NE 55 / / L NL \ I� I O 9(91 'Uk:itt6i L1t1t kUAll kAN(.110 CIILAAI(NJ(;A PRxKN'A1 PF 4Ci/CR IIGII fINC NIFI'NON( /'�'�/ KEVIN KE YI AOA It 818 950 I S8 5 ®` I I nauwNiAntir+ Aunrot+ [Ii.�Ntxu a..a e,/uol. t 818 931 I SHS , 3� `. 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"empllon to Dort." o S of 11, Iona, and holt-000s Code by sel hon 'J'JS/2 of (.� the BllsNless,and 1'lufesAlio, (-.ode to v1n Ihr do,uo„•nl u, it., .n, 1 . u SoAc 1„I ds ,euxobon. and 101 I Orn n W = hrensed rruthn(-lot pl rp(x my d,x unlrnls 101 w.nl Ibnl Lbuv, ,n,l,n 11,1 1., pr11o1 n1 ' 4 C o U 1 I nllum Ihol I um ebylhle undw Ilu' r.rinpllrNl L, hlvrAoo 1 I Il„ it u,r�,•, uod I'1,rlrv,uN,s lode by Se(11(x1 eI Z � � of Ihr Cudr I,1 ....pl 1111 ,In,uulrnl m, the pe1sIN1 Ir'sl,(Hlslbte ICH 115 W . (TY P�(P) (TM /� � 1 r ) (xep(xoh(xl, (old 101 the Idluwlny lrutiuu a Q 25,2] a. Q co Ck 25,27 (� �� I , PRINCIPAL L1(dIlINO OFSIG,Ifk NAME s1(AIA I,NtI LIC No NA IF Kt VIN KE YF AUVE H I k I Sl):)/ I 8 15 9ti (O b MANDATORY I�EAZURE S Q 111610i�,16 h,du olr lot ohuo on pions of Note Hlor k hN Mondulol y Me... ee I E 1 I -•��� �' `� IIJ511211('IIOI`JS 10 API'I ICAN is S &K lo, drlodcA nsl,ur lours oo the use of La ."1 dl t.-Cly IIl.reply Shmd,.ds „xulxxxnN hNu,sIA.•a+r ,rlr, In IhrE II �, EI phby Ibe C,Ado mt Ineeyy Ca......n.N, a 11, 1 IG I Rey,ul eJ a, peons 1(x uN hie,gyfloss(o x1 ! mny br N rN p,.olr4 x ,1 he,klb•s 1N1 ph.,•. OONSIJLTINQ 4 5 1 IG d Req-ed sub....ttds E N G I N E S Ft S F . 1 IG S Op I.N,rr1 I)se only.1 oy111.1q C-11o1 c,e,Als i.e loosen 1 If, 4 bphooul lose only d loaaed Method 1s used Potts 1 (x,d 1 used ,.dy 11 ( 3) 310 EAST FOOTHILL BLVD.,SUITE 100 t Norlr.s.d nl,d Canpllonc.1- .,Ixy 1995 _ ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1385 I 1, Td .►+ITe�.-ruRP.� v�•�l1►. . EST CRY OF RANCHO CUCAMONGA L,IIX�Io►� � WC�Nr FI r�'NF��. APPROVED 9Y: / � W.- CITY : CITY ENGINEER '' '`�" • RCE: weetmmm LIGi-IT- INS PLAN N ® Bulletin No. 6 />z/9T LIGHTING PLkN 111411w �r E Qj Arp�ENDUM � � •Kos / j BY WE enr or►TE or I C a� - 0 REVISION DESCRIPTION ccom My AMU IwIovw Q 'k- vob f �SE0 ARCyi J. v JH`~T NOTES" G11"15 1 EX-ISTIN� IJNDEtZGpROUND GONDuIT, PULL NC-l-J s K Q CONDUC i OK5 TO ALL OIJTLF=TS dN T�4E G►iZGU 175 I ,•��,0 Ni INDCA T Ep F CAI• o ­�'i Jj E r75 LJ P 7co 7 21 ( i 95091 " 15rU5 TELEPHONE CONDUITS UP TO Sept. 11, 1996 Iq 7 GEILING� SPACE, I SAW CUT FLOOR TO INSTALL. NEW CON DtJ ►TGj• , ' - ► 23 J � O F'OII i Co N J IJ I T S I N S; D E GAS C I,Jo K C1JD(2D i NA--E I.,11 T-14J 18 __ -- ► C 1 A R.0 H. RIoR T~o 2ouGH - IN. CooRDI NATE Cx.ACT r , / T I ` I i r, . 1 F - F LOCATION OF STL J - UPS IN CASE WORK PK►0R TZ F I R'0 U CA H I Irl -Irl I i -- - F z ® SAt CL.1 I=L00R TO INTE RCFP - EXI5;ING� UNDFRG��OUN1� r IS ; I :_ ' CON J u IT � E X T-E N D 70 N E bJ I-IA LL AND � P TO P FGF_PTAGLE A6�vE N"-E IZ AS SNOJ^l PULL NEW GOND CTOR 21 �U I N U S To LLP F J� TO ALL OUTLETS A5 S40"N- Q . IS - lv , _ 0 ;_xls T I N tJNDE2�20U►�1i7 C-OND�lITS_ aLtLL NEIN EX15T. MAIN ` ``f ICo ¢ A 32 �- rl`1 21 , I 23 CONDUCTORS W ---� ! SW,TGHL30ARD L � U � f GU , FLOOR 4 ,1NTEKCEPT EXIST►NC� UNDE12�ROLIND U ,�/ Go N TRoL-L F R r 7 ,�-2,'�, 21 � � � C.O N D U I Tr--?, !_XTI� N.rJ CO N D u I T-5 TO NEW W ALL AND LI P I� � I Ta N ►=W J - C>oX IN ACCESSI 5L E f-EILIN� SPACE . PULL ice- A-►j,�517 �� �I Ipl� 4 U z W I� T F NEw GONDUCTOR'5 AS SHOWN . u�wa.H•tJulT _ � iy / Q 3 2 �° ►�I I.lF-W T-5TAT OUTI._T I'_ r<OOTE 3/4`G4 Ti! 700E GAMP�(< ►uM��N. 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W 39 8 �M . P(Zo�/ID6 1'L1t.l�jcC�� '' X !o'') w I` A-�`� IF I''1�RE "(I�v►N (3) °IUB P�ErJDS ��E FL�G7UIR�, 27 IO K /� , SIIJGL.E PI••I�.SE , EVEGTRoSTi°TIG SHIEt.D�D "MI�11 �, c o v 000RDI�T� w/ GTE PoWaR- zowrz W I rH (10) 1 - Poles I�REAK�I� . ` �E "D" w en Z 3 7 it MPZp 10540FI5 .Mouwr XFM(ZoJ 6.IAI.1.A1 NEIGH-r pIR��T�D o. Q F �' 39 _� ��( o WN�R , SEcu Ie E -1'O MAS N FzY ►, Ip•�..�. WITH EX PAtJS►D�.I W - I �.NC l�otzs, co►►Nr T �Z'IG- I GJD TO �7�ISTI �J l tplrJv 1 i rMocw / PGi I lI " �.�Io -moo yJ�►1'GR �I 39 Cr, ��1 24 (Tl 3 i r.� 1NSuLTANI rjr M tONI\N.O..L_ mai ANN T V2'� - I It g �a ID "ro I N l> +L.C>I W& & ELEQTfi10AL t{! eCON9lJLTINQ } a - 2`1 I IJ"�TER�-�P'i" Bx15TI►JC� 21� N��►I�l TF.�.E I'HcaJE s��►GE c,�►.IVU I ENGINEERS • L.L. �'P�/dGI�5 W I T'N I�+ (O Fr• I'I �) �J 6� " X ''�(( • u,r��( 310 EAST FOOTHILL BLVD.,SUITE 100 1 ARCADIA, CALIFORNIA 91006 TEL:818-930-1383• FAX:818-930-1385 5ov R•CE SHAM � av F I . CITY OF RANCHO CUCAMONGA APPROVED BY: W. W L= IZ AND 5I q N A L PLAN CITY ENGINEE RCE: A � P•LF' 1 /S"=1 '-0" ` - �GW t= RAND S 1GNAL_ P�N x,s�craN r of Q Bulletin No. 6 2�>2�9 3S � �� 5 BY DATE IN WE 0 REVISION DESCRIPTION Do" off ,� EA TI-O An l— 11446 VOLTAGE I� 34. 4w. PANEL � LOCATION 4dOA EXIG.T_MAIN ✓✓J!iG�+ �',,' II MSIi / t--X1 ✓ TOP FEED O SURFACE MTG.O ,_ 1 _ _ I ' 11AW BR AKE ER O Ar. AT. `� L TI iV C-�•� RE►TITi►R�icFEED ■ FLUSH ►ITC ■ 277 '�r"C W - 4CX��+ - _. LUGS ONLY O Or DESCRIPTION VOLT-AMPS C OUTLETS C K 8US K C OUTLETS C VOLT-AMPS DESCRIPTION r5 A I, 5OA 1 125A / pM� y \ \ A B C L L R AA B T A 8 C I T ' 8 L R M L A B C IF (� �- p _- G Ar�►> t 2 7 ++a 8 + o �. JOB NO 9509 I r I ►� ' i T t, -+ ♦ ,2 ;ATE Sept. 11, 1996 II 'EwST3/4"L. ,3; t 11 �itt(�GRA kEW 3#b I -, _ T- t7 +++ t f"' )i1AI�V1�1 r -• �` i 20� c CEF R R K A t 124 Y Y , u, °^ 25 26 ,a ..- ! xl , 33 rt 34 • AI-I-1 - 3 - T ;39, 7 42 EX, t i4, SUB TOTALS SUB TOTALS . CONN. PHASE TOTAL A 4Q B �C .�L�_. CONN. PANEL TOTAL _1c �6O VA; MAXI CONN LINE CURRENT AMPS O (KVA) PANEL TOTAL r2— + LC-L (.25) 2+62 —KVA; BALANCED CURRENT__0 AMPS, DESIGN LOAD KVA4 I LL (-/15'5 AkE r_X15 J-4-d• r • O A r 5I\NG�. �I N F �i AGFA N p P"VID5 WI-W 41 F HATGN EX►Sr N T.4A h+h A,40,- w C / r• -T- - I I BUST AMPS � aw. TOP FEED O c SURF MTG.O PANEL LOCATION ^T '^ {� _ _ `l , ,o,NEL BOTTOM FEED O FLUSH MTG. ■ V L _ \I�RAv�✓ ' �i_1.�Jt i MG�.� p ' MAMI BREAKERO AF. A T. © — ct L c� Tw� s�-1'Tc >"�% f=1 xT a!2�S N AME P IATe �T`(F� Go NrRo:. PAt�►1=LI D �,� M cwi p� uUcs ONLY a REMARKS �j ^� DESCRIPTION VOLT-AMPS L OUTLETS C K BUS K C OUTLETS L VOLT-AMPS DESCRIPTION U 'vrTH Loi �'AN= t- aK 2E`A`f , AND F I xTL; ES r � GG'�N I AG i D Raj M v U F�: T� M - -7 B C : R M B i ABC 2 8 L R M L A B C ►� '� o _ I { O O 1 G ��l< IN PANEL. Z - _ I 7 G 2 �� �� • 3 4 • o-2 µR 3Y PA�6 TI m E P, (7') • 6 'a - t ZZ!-1 8 r--� t 10 - -- C) PA t� 8Y flA.f7 P, � FIXTuR�.•5 FL`J�H _ovER __.__ 3 — t2 I '-G ���i C'-:EG � t3 �to 1 T� t 5 16 con �'�-t "-' A A-� I pC?Ec ICS L K N t _ O 19! 20' O H A PI L-OT `I c�NrC-^«}--- O �i H•o.a,, 51�I : u-+ 2t �+ 22 G'_-"' r------ 23 ��} 24 O 25 t + 26' —i AA:I� C��Zgi�G I 27i 28 28 (~� TG1 E..� 29 ,-t+ 30: 31t� 32! �� S1.I ITGNE,;i (=! xrL'- ESS � 33'�1� 34'. 37 38 41 42 - A �- 4 ro -I,,IT,:-- E:.P FixT�r�S N L 39 40 ' G Z N.T.S► I SUB TOTALS 1 2 SUB TOTALS CONN. PHASE TOTAL: A 8 C ; CONN. PANEL TOTAL ? VA; MAX. CONN UNE CURRENT AMPS 'r > �� KVA; BALANCED CURRENT-!;!!--AMPS. DESIGN LOAD KVA O AA--4 ��DGk�M N�. �.-�- 36,S-3 D.o.`( M �-- k, . P�cOv Ii�E �o PRGci SAM`, MIN (KVA) PANEL TOTAL ZZ. t LC.L (.25) — t TI � GI.OGK SHALL p�� G-E.G. G �R'1" t FI ED- � o -I .� 1XT�", ` 2 ; Y - D 'PP-o\/,DE N=k r !3 TD mATGH EK! o I T 1= � � GONTr�I< 2E�A cTYP� `- ,. ALL _ISH-.NG-j G L;I TyS S H AL �E �'N"ZL -4 G }3`1' LGA < U z A�a-� ( ELD U ct f�-71 Go�''aG.�Ui-Z W!T�-� �J�I LI I�►RY W DOUR 2'f PAs TIMETR SrIITGH i"�UNT' ON PANTL C-4v��. �TYP� cn r) Cn > n 23-I I Q `roc a T -� Md U NT- O N PANEL j�E R . TYP)c,S N N E= 1 v f BENCHMARK ELEV: 1389.28 SEo ARC,yi � No. A-219 CHISELED SQUARE ON SOUTH RETURN �� SER�•P� Tt� S.W. CORNER OF LION ST. do BASELINE ROAD v C-11"6 AC PVMNT CC CURB ail REN. 4 AC PVMNT ff9� OQ a\Q' 2 , PCC CURB I 3'x3'--- AC PVMNT 1 1 — 7.5' 12' MISC. PCC OF CA��F AC PVMNT /• r 1 _ h 2 _ PCC CURB -- '�J` LOCATE PER IRRIGATION PLAN d"d w' ,. CONSTRUCTION NOTES 14'- v 091 _. - -- - - -- �, ,_ �� - �- , � � _ _ �' JOB NO 95 ' O1 -- SAWCUT AND REMOVE r 2 REMOVE DATE Sept. 11, 1996 _ �� _ TMP 711 't s i O. �' �-�-� Q 13 -- RELOCATE (REF. CONSTRUCTION PLAN FOR NEW LOCATION)i r - EXISTING TREE TO BE REMOVED TO SATISIFACTION OF THE CITYS INSPECTOR DRAWN C S B 55 CLEAR AND GRUB PROTECT IN PLACE 5' 2 / 2 / � y LiJ BUSHES BUSHES J8'_g• PCC CURB AND SIDEWALK 3 2 �; 7� I : Z lc' PCC WALKS J — � - LLJ (10i T PROTECT IN PLACE-- M PCC PAD �' �� misc.� / - �. ii � • PCC LIONS EAST AC PVMNT / 2 PCC CURB 6 =t W U 2 pI,OCK WALLS _ -- • z 6 45' 2 (TYP) PCC WALKS z 5Zv� aO a� 2 2ct PCC WALK — � ct 2 2 ��� � v� I �- 1 A � � I � F .ter .r. ' I � � �` ;•t i � �I .. !1t JLV 7 5 AC PVMNT 1 PCC CURB _ ct _ �. i • __._ __� � , �; : . IRR. VALVE & BOX - � � LEGEND: 6 i \ ✓ ® REMOVE ASPHALT CONCRETE F� � _ 6 _ 1 i J •" AC PVMNT N -- -- — PCC WRB i C �-- 01A � SHEET INDEX SHEET #1 DESCRIPTION atj i; Cl CLEARING, GRUBBING. <y t: 1"=20' AND REMOVAL PLAN - PHASE 1 = w C2 PRECISE GRADING PLAN - PHASE 1 0 •- N •Wdo C3 CONSTRUCTION PLAN - PHASE 1 �, < -p > C4 DETAIL SHEET - CML - PHASE 1 o< C5 DETAIL SHEET - CML - PHASE 1 ~ — ox I, L1 LANDSCAPE PLAN - PHASE 1 a � w o Comm L2 IRRIGATION PLAN - PHASE 1 L.3 DETAIL PLAN - LANDSCAPE - PHASE 1 ~ L4 DETAIL PLAN - LANDSCAPE - PHASE 1 _ w ~ 2" f, w < C j CONSULTANT L I i CITY OF RANCHO CUCAMONGA APPROVED BY `. � !' CITY ENGINEER RCE 24953 DATE: R CLEARING, GRUBBING, AND REMOVAL PLAN FOR THE S' 10N sir LIONS EAST COMMUNITY CENTER C1 OF AllH�; ,;f�,,� IMPROVEMENT PROJECT 37 y ? BY DANBY DAN LOCATED AT THE SOUTHEAST CORNER OPAWM NO. Q REVISION DESCRIPTION o a>rY OF LION STREET AND BASELINE ROADDoomw 5$ 3 �APPROM -03 s 1 V t �� , BENCHMARK ELEV: 1389.28 See nn�ChC,t No. A-219 CHISELED SQUARE ON SOUTH RETURN SSD ARC,y�T ' �. S.W. CORNER OF LION ST. do BASELINE ROAD �i� •SER�•F� FO i; CONSTRUCTION NOTES APPLY FINISH (STUCCO ETC.) PER ARCH. PLANS114-,"0011101011 INSTALL So PVC DRAIN PIPE * G11446 ADJUST TO GRADE �' — 2�— ROL DO TO GRADE CHANGES TO FILL IN MISSING STUCCO ��,�- f I INSTALL BROOKS PRODUCTS CONCRETE CATCH BASIN #M-1212 W/ GOI FRAME AND --- PARKWAY GRATE, I�AOTAR KNOCKOUT CONNECTIONS WITH PVC DRAIN PIPE ` D—D of CA��F I SOILS GENERAL NOTES a% ' ° ° 84 Q 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF JOB NO 95091 O, I I, RANCHO CUCAMONGA STANDARDS AND SPECI FI CATI DNS AND CHAPTER 70 OF THE 8 ° j � � ; O BUI LDI NG CODE, LATEST EDITION. ATE Sept.Se 11 1996 No �* - 2. PRI OR TO START OF GRADI NG ALL EXISTING VEGETATION AND DEBRIS, INCLUDING 7 / - w EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS DRAWN CSB ° vSHALL BE REMOVED FROM THE SI TE TO THE SATI SFACTI ON OF THE SDI LS ENGI NEER. ---- T z `� ' 9� —� 3. AFTER STRI PPI NG THE EXI STI NG DEBRI S, ANY EXI STI NG LOOSE FI LL OR DI STURBED itNATURAL SOILS SHALL BE EXCAVATED TO THE SATI SFACTI ON OF THE SOILS ENGINEER. 82 _ 1 / I GRADE FL w o � , Lli 1 TO DRAIN $19 0�. 4. THE EXPOSED SOILS SHALL THEN BE EVALUATED BY THE SOILS ENGINEER, AND ANY HIGH POINT Q ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS m ENGINEER' S RECOMMENDATIONS AND AS CONTAINED IN THE SOILS REPORT. r $ S GRADE FL LIONS EAST 3 2 '�s ( 5. THE EXPOSED SOI LS SHALL BE SCARI FI ED TO A MI NI MUM DEPTH OF 6 1 NCHES, v BROOKS #L18 1 % C4 a _ � TO DRAIN BROUGHT TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90' � Z 95 F5 FIN. FLR 8tA7 SECTION 2 � S000 POE � _ S COMPACTION. BASED ON THE ASTMD LABORATORY TEST METHOD. C lb., � o i; ,; 6. COMPACTI ON SHALL BE OBTAI NED BY METHODS SPECT FI ED BY THE SOI LS ENGI NEER. cli � Xx�� �° ° • ° 1 ii 7. I F ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURI NG . ° X F • CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CN SOI LS ENGI NEER AND ARCHI TECT PRI OR TO PROCEEDI NG. U QI A—A GRADE FL 5 + C� TO DRAIN B. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND II BUI LDI NG CONSTRUCTION OPERATIONS. 4 cp - — 8� 3 G g1A ° FS 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT = e • + a 3 BROOKS #T12 & L28 ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE H � . SECTIONS MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, • � '� SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON � O PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. w _171 i, 10. PRIOR TO START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE (� ,� FS / f ;i CI TY VI TH CERTI FI CATI ONS FROM THE CI VI L ENGI NEER AND SDI LS ENGI NEER THAT 93 CO) W � Upq ,v �' N a / / �� ° BUI LDI NG PAD SUBGRADES ARE VI THI N 0. 10 FOOT OF THE APPROVED PLANS AND THAT THE / 80.0 F PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. T cz �,� F� ° �� Iti , li 11. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING H Q \ �1 ♦� � 81 GRADING INSPECTOR TWO WORKING DAYS PRIOR TO THE START OF WORK. O � � - 044 ';�� 12. THE SOI LS ENGI NEER SHALL ALSO BE RESPONSI BLE FOR OBSERVING AND TESTING 73. 1 -.s 8° s C UTI LI TY LINE BACKFI LL AND CERTI FY THAT PROPER COMPACTI ON HAS BEEN O1 ° _F B%OKS #L18 3 - OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFI LL I NCLUDI NG, BUT NOT LI MI TED TO SEVERS, WATER LI NES, ELECTRI CAL, S�X.°�°o �� +BROOKS #L18 o 1 _ _ __4 _ - - _ - �h*X' = +; �` '/ GAS AND LANDSCAPE IRRIGATION LINES. - -- 38 7 �'. 3 26 i 13. RESPONSI BI LI TY FOR GRADI NG AND I NSPECTI ON SHALL BE ASSUMED BY THE ENGI NEERS OF O WORK IN ACCORDANCE WITH SECTION 7014 OF THE 'UNI FORM BUI LDI NG CODE'. �,� '�� '° - �• J 14. CERTIFICATE OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUI LDI NG AND 1 SAFETY DI VI SI ON PRIOR TO FINAL BUI LDI NG INSPECTION. (BY THE GENERAL M•••� =8 p37 CONTRACTOR) •o - _ _ - - — - _$ _ l 15. AN 'AS-BUILT' GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID -- __ GRADI NG PLAN I S TO BE SUBMI TTED TO THE BUI LDI NG AND SAFETY DI VI SI ON EXISTING CONTOURS PRI OR TO RELEASE OF GRADI NG BOND AND PRIOR TO FINAL GRADING 1 NSPECTI ON. �I PROPOSED coNTouRs (BY THE GENERAL CONTRACTOR) PROPOSED CONTOURS -- ' 16. ALL SLOPES EXCEEDI NG 5' 1 N VERTI CAL HEI GHT AND EXCEEDI NG 51 1 SLDPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. 010 no 1 •� 17. NO ELEVATI ONS WI LL BE CHANGED DURI NG GRADI NG FOR BALANCE OR ANY OTHER REASON WI TROUT VRI TTEN APPROVAL OF THE BUI LDI NG OFFI CI AL AND CI VI L ENGI NEER OF t Q RECORD. OIL a k 1�s 18. ALL P. C. C. WATER CARRYI NG DEVI CES VI TH MI NI MUM SLOPES LESS THAN 0. 5% WILL BE WATER TESTED PRIOR TO FINAL FI NI SH, cn �,1 l el r'�► W- < WALL IvO+�' ° see cn 19. ALL WALLS REQUIRE SEPARATE PERMITS AND I NSPECTI ON. .� n r PATIO GRADE TO ce� Ct rc, e S�/S '�"re%, = w w 4:1 PROPOSED DRAIN INTO 20. ALL WORKS WITHIN PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS AND - - o Y.�. GRADE DROP INLET WALK Not a SG T►'►•S I NSPECTI ON ISSUED BY THE ENGI NEERI NG DIVISION. a84 <O w w EXISTING VARIES 21. THE UNDERSI GNED CI VI L ENGI NEER VI LL BE RESPONSI BLE FDR PROFESSI ONAL = v Ww 83 - ---- - _ GRADE 3:1 - 5:1 I NSPECTI ONS IN ACCORDANCE WITH SECTION 7014 OF THE 'UNI FORM BUI LDI NG CODE'. ' o • 82 - - - -- 84 81 - - - 83 - - --- -- - 22. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS v = EXISTING -__ - _ - ___ _ ___________-_____ TAKEN TO DETERMINE STRUCTURAL SECTI ONS (PRIOR TO PAVING). = GRADE 3 j WALK - Y- __ 82uj 79 - 81 SOIL ENGINEERING NG INVESTIGATION PREPARED BY, �- z M 2 WALK 78 80 - — w << SLOPE 77 - - 79 _ _._ _. —___-- __ _ _ RMA GROUP RMA JOB NO. 96-044-01 a o 76 -- __ ___-_. _ 78 __ __ — - _ -_- - ----_—__-- -- 10851 EDI SON CT. MARCH 22, 1996 75 _ _._ _ _ ___ 77 RANCHO CUCAMONGA, CA 91730 74 SECTION A—A 7s SECTION C—C (909) 989-1751 PROPOSED THE ABOVE REFERENCED GEOTECHNICAL REPORT IS CONSIDERED A PART OF THESE PLANS. ALL REPORT CONSULTANT GRADE RECOMMENDATIONS SHALL BE FOLLOWED BY ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT. WALK CROSS SECTIONS WALK 4:1 SCALE: HORIZ: 1 "=20' WALK CURB AND GUTTER SLOPE ROCKSCAPE VERT: 1"=5' WALK (EXISTING) (EXISTING) LEGEND: \� 2% CONCRETE HEADER GRADPOSED EXISTING PORTLAND CEMENT CONCRETE GRADE 82 - --- - - ---- — 87Ld _5:1 ---— - ROCKSCAPE cn 81 �X+ST+N6 -- gg TYP. SLOPE DETAIL So -- -- — ----- 85 -- — __ _– _ _ _ _ -_ CITY OF RANCHO CUCAMONGA cn ADJACENT TO WALKS 79 -- --- 84 - — �co�am t - -- % --- _ `_�_ APPROVED BY SCALE: 3/8"=1 ' 78 _EXISTING _ _ -- _-- --_ - -- _- -__-__ CITY ENGINEE RCE 24953 J, nAT 76 GRADE J_ 81 -- i LZ L, 75 - 80 - --- — GRADING PLAN FOR THE s� cnar " cn 74 oF SECTION B—B 79 .__ SECTION D D LIONS EAST COMMUNITY CENTER PI `4 IMPROVEMENT PROJECT Q � ca RY DME er aTE 8 l LOCATED AT THE SOUTHEAST CORNER 0 11 M N 0. Q REVISION DESCRIPTION oEs1oN cxnr OF LION STREET AND BASELINE ROAD /S93 E f0 C 01 C , fp L • w,. v BENCHMARK ELEV. 1389.28 Se " d No. A-219 CHISELED SQUARE ON SOUTH RETURN DA e J� S.W. CORNER OF UON ST. do BASEUNE ROAD I 2491, 7 15' 12' i C-11"15 4-t\ 4 �tk 9' 7 9 10 9 ' 10' 8' c.. 4' L �' _,. 7 �- _ — -- — FS _ — O c> 4.63 t_ c OFC A ° o en dux` CONSTRUCTION NOTES �� \ ►y t ° 0� ©; 4'5' 1�— CONSTRUCT MEANDERING ROCKSCJIPE PER DETAIL 1, SHEET L3 JOB NO 95091 .� I?� �k�G © • `O ! ° ° , • • ° F ( '>X- Q O2 - CONSTRUCT 8' WIDE CONCRETE HEADER PER CITY STD. DETAIL 534 SHEET L4 `0 y ° 5' �s t�/ / ��� h C-) �, Q 3 CONSTRUCT Al-6 CURB PER CITY STD. 104 DATE Sept. 11, 1996 8' ° ° • s 8, .� ,� -. � 13.5' F� F� '�"� � 4� CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD 102 (TYP '`� . �, DRAWN C S B PIROW ,.�,� hti _ _ _ __ - �- y j / °,�'.'� ��P �p 5�— CONSTRUCT 4' THICK PCC WI1tJC. CODE SECTION 17.12. SEE SPEC'S h° ° / / . ,>x W �6 - REI=ATE SIGN PER DEVELOPI NT �30� ) �� 7 7 ( 6 ��i , X 6.4' 17. '�P 52 z 7�— CONSTRUCT 3" AC PAVEMENT 0 ER•M�"/VG-r, vv- 12'/ / 9� ti �'� — 8 CONSTRUCT CURBSIDE DRAIN PER CITY 5TD 107-8 ' - I ' � .. t - � � 9a— PAINT DOUBLE WHITE STRIPE - - C4 3 o I 10' so wPJ W 10 PAINT H.C. STALL MARKINGS PER DEVELOPMENT CODE SECTION 17.12.030 (SEE SPECS) - 11 CONSTRUCT 8"x4'xl6' SLUMP BLOCK WALL W/2' SLUMP CAP PER CITY STD 606. HEIGHT PER o o �e e T ; MATCH UP #� 1PLAN OMIT GROUT FOR EVERY OTHER VERTICLE JOINT ALONG COURSE OF BLOCK tc ; j To ExisTiNc PCC PAD + �x Q AT FINISHED SURFACE OF PATIO - PAINT WALL PER PAINT SCHEDULE04 0�0 es • m . 2 '� 0 l oo s ( 2 `° W 4' LIONS EAST >93 2 C4 6, 5 3 Fs x8' I FW. FUL 81.97 ��.3i • r �g.95 �' I 5.91'_ 7 �o ' �� o �.�� � � /1 .1 ' �' 29.'3' . x - �� 0< N a0 . RE 4' UP4 ct ,., 6x6 SQUARE 8` LOCATE WALK PER i ARCHITECTURAL PLAN 4.4 y3z 2% e ' ti � U it a0 6° f- C4 °W x 3 FS 4 �� P1'x (~� • r) � o O SQ WPJ m e �,. �� co LEGEND: ii o --- iv a "s ° �1 - + - WEAKENED PLAN JOINT �/1 U 6' B �'� s s 3 s 3.6' 0 4' -8- EXPANSION JOINT 6' 44 4 U 5 O N 1.70 FS �jp I+I G FS 2 1 •7 F �` !, 4'x4 x s � O 0 O �1`I ti v ) 'x � s 5' 4.5 2 V +j :0.64'$ d a Q O A r \ �� ' l LEGEND: Fs 8 B ��� , PORTLAND CEMENT CONCRETE 0 L.+ . •'• WASH-OFF FINISH r-� OM _ - _ _ _ - - - 9.7' _ _ - 9• U NEW ASPHALT CONCRETE 5.6' �n '04 ROCKSCAPE � °° r, ►° A ^ MSI (� `t N N N - CF PROJ. U 3+00 E xpp �' _ x�p _ x,�� $ $ - xp0 - - _ _ _.X�`'� - = x�j� X A 3+Op N i r�o N t U FOR SECTION VIEWS A—A & B—B a� SEE DETAIL 1 , SHEET L3 _ 1••20' — w - @N •w A 4>70*7 w t •+ 3. = 4040 ox �<ww � o w <O w w = w 3 W � U Z M) is W <t is I CONSULTANT IL i; i L - CITY OF RANCHO CUCAMONGA fff APPROVED BY � RECOMME� CITY ENGINEER RCE 24953 DATE: JR o • L CONSTRUCTION PLAN FOR THE 10N �r b1 C3 OF N EAST LIONS COMMUNITY CENTER SHM d,. A}- �,�, IMPROVEMENT PROJECT Lql 3 OF LOCATED AT THE SOUTHEAST CORNER DIRAWMa No. 0 REVISION DESCRIPTION DESM cmr R ,,� OF LION STREET AND BASELINE ROAD SS,3 E f0 C U C 3 O L C) • v 7#-2" � ARC,e;,�� CONSTRUCT METAL PROTECTION BARRIER AND HAND RAILING PER �C?�Q�•�E� APWA STD. PLAN 606-0, TYPE "C", AND AS MODIFIED PER THIS PLAN. v TYPICAL DETAIL SHOWN APPLIES FOR RETAINING WALLS "A" AND "B" INSTALL 4" SCH 40 PVC PIPE > cp AG EQ. SPACING DRAIN TO CURB FACE INSTALL 6" DIA. BRASS GRATE -L'� O �v RAMP PER CITY G11446 5 SL OPE: 1/4' PER FT. MIN. AND DROP INLET TO 4" PVC PIPE � J co � o, h � WHEN NEXT SAWCUT .-r� CONSTRUCT C4 To POST (TYP) N f '� n ^�� STD. 102 AND MODIFIED PER REN. I 4 1/2-O.C. 1' CONSTRUCT AC PAVEMENT v; J 12'-6" ) e — THIS PLAN �f9lF ( .) (NP) ; OVER BASE — — �, — — — 80e ,� CONSTRUCT Al OF �'A�' .. A — — -�--- _- _ N 80� ro �'�- CURB PER CITY �e� `� STD. 104 G io 'f"Cr 5 FS �. �C HEIGHT PER PLAN $5 �9' FS JOB NO 95091 4'j(TYP) 1 A CONSTRUCT FL TO DRAIN WATER AWAY + 8.39, y'N 4 PCC a >>8 rC ��+ %� DATE Sept. 11, 1996 s (TYP a� 5" TO CONSTRUCT CURB (SEE DETAIL) N-� oa END OF DRAWN CSB _- l WALL (TYP) SAWCUT AND MATCH EXISTING (TYP) N g. (TYP.) 2' 4' a \ 6 CF 8"CF " N 1 � SC -� r N MOTES. 1 FUTURE AC F5 ee �� � � � � I (1) #3 REBAR 3'LG t} Vim- d t U 1. APPLY ZINC-RICH PRIME COAT AFTER WELDING. • 1" . PIPE END TO BE FLUSH ^ r T t J rSE'd / CLEAN AND GRIND SMOOTH, TOUCH UP PRIME WITH CURB FACE �� �� ��� h+ l COAT. VIEW A_A 2. APPLY 2 COATS SEMI-GLOSS RUST RESISTANT ^� ^�0� O • ENAMEL BY ELECTROSTATIC SPRAY METHOD AFTER o3 ERECTION. COLOR PER PAINT SCHEDULE. I W U U SCALE SCALE SCALE U PROTECTION RAIL AND HAN D RAIL11/4M _ 1 CURB 0 UTLETL1/4 _ » 2 RAMP EOR DISABLED 11/4» _ 1-09813 >.01 - 1 0 1 0 1 a) Uro CONSTRUCT REINFORCED CONCRETE STAIRWAY v� O a, ct PER APWA STD. PLAN 640-0, TYPE "B", T=16", R=6". BACKSIDE OF WALL, BELOW THE PROPOSED FINISHED GRADE OR SURFACE, SHALL BE WATER � V 1 � � V PROP. WALK FS ALONG PROOFED WITH SEALMASTIC DAMPROOFING COMPOUND (OR EQUAL) PER SECTION 3030 OF SPECS. z c BACK OF WALL " I I FF��11 8'-0" CUT BLOCK 13'-4" 1'-11" 6'-8" 9'-8" - 5'-4" 2'-8 2 2 2'-8' _ I 8' 9'-10" O v AT 45' CUT BLOCK 2' 8" EXISTING GRADE �� o 4'-0" 4'-0" 4' 6� �O AT 45' 6 �i J. >� O� 2'-8" 93 $1 26 ZO 09 FS 1,y6 > 8 6 6p 093 TO ,.�6 09 FS 1�6 (O g9 80 > >9 26 TO IY r� - - - _ - • �p 026 $0.26 8O' _ - _: _ _ _ �'> 960 TO 93 TOw Tpw K' STEPS AND WALK N U _ - - , > N r T clq "� >>. 1' / WING WALL '� >7 \ 1, 4> R'S S9 FS >7 d /� V1 6o T EXISTING GRADE _ - o __ Q �I 1 >6 6p -_ >6 4ul S6 TOw I'—I� > FS 9 � E • 0F Li EXISTING GRADE ONE GRADE w z 4:1 PROP. GRADE FRT SID2:1 PROP. O 56 ~� W EAST SIDE OF WALL WING WALL GREST ADE W W Zoz J v J 15' 1 1'-4" 6' 15'-2" ~� O PROFILE OF WALLU 5'-4" 15'-3" 1'-4" 16'-4" 32'-6" c CONSTRUCT 8"x4"x16" SLUMP BLOCK RETAINING WALL WITH 8"x2"x16" SLUMP CAP. TYPE "B", PER APWA STD. PLAN 618-0 COLOR: TAN, RETAINING WALL "A" PROFILE RETAINING WALL "B" PROFILE PAINT PER PAINT SCHEDULE Q F-- con no Li GSCALE _ ,.,.I U) RETAINING WALL PROFILES 4� _ 1 ._0» > a 6' 4' SI EWALK (TYP.) n< z F t — O Y. G �O CL <o 0 SUBGRADE COMPACTED TO W` 90% RELATIVE COMPACTION U = x » co Z o Z 3 N (TYP) i' 8"(TYP) A ~ z M 93 SLIP RESISTANT, CONTRASTING COLOR STRIP W <* �s DENOTING RISER, AS PER ADA REQUIREMENTS 1 " CL a aco 3.,, < C4 2" 6' 5'-4- SIDEWALK RETAINING WALL`J CONSULTANT s rJ REF. CN 4 `�1 �.3s• 4 C4 DETAIL R1 /2" C4 / "A" WALL LAYOUT LINE ►� �,o� \ 0 DOWN cD 3' 6 IT CUT CORN RS 1,- �� �� �� ���� CITY OF RANCHO CUCAMONGA APPROVED BY / BY. CITY ENGINEER RCE 24953 DATE: East 0eja-troN r,�e� �,w►1e'+,`M _. DETAIL SHEET FOR THEDC"0" r "B" WALL LAYOUT LINE 4 C4 of c4 LIONS EAST COMMUNITY CENTER IMPROVEMENT PROJECTOF BY y ? SCALE SCALE °N'E fff LOCATED AT THE SOUTHEAST 'CORNER W. Q REVISION DESCRIPTION + cxr�r OF LION STREET AND BASELINE ROAD HANDRAILS AND RETAINING WALL., 3/116 = 1" ,_0» 5 CONCRETE STEP NOSE 1-1/2 = 1�_�. 6 I S83 a V 1 2"x8"+2 ANCHOR BOLTS 3x10 DOUBLE GRAB BEAM NOTCHED 3x10 DOUBLE GRAB BEAM NOTCHED 13'-44» CAP Q AT ,TOP$WELD DL AND GROUND TUBE. INC. "SM00 OST AT TOP 1 1 PLCS. W NUT WASHER AND AT BOTTOM �x6 TRE4LIS MEMBER � 0 LEVELING WASHER (3 PLCS.) " 10d TOE NAIL C5 sip ARCy�r NOTCH 1-1/2" 6x6 POST �' " GROUT VERTI L i 5"x5" � r © .: � � (4 PLCS) CELL SOLID CHAMFER A-12 6 1/2- NOTCH ! _ _ ------___.. _- ^ __.I * C-11446 LiJ _.r SLUMP BLOCK " I 4 4 1 4"x4 LAG SCREWS \ 7 1/2 x3 x.1/4 L / CAULK BRACKET (8 PLCS) (TYP. E/S) r — — — — — - - r — — — — — — fr • J PAINT SAME AS 6x6 POST 5/8" THRU BOLTS M I I TRELLIS (4 PLCS.) 7 4 PLCS. EACH POST) 4" N I �� I i I CONC. WHEEL GUARD f<<'OF CAL�FQ� SLOTTED THRU HOLE TO ALLOW 8"x4"x16" SLUMP BLOCK ♦ C5 I I ►— I `J 1/4" LATERAL WALL W/8"x2"x16" CAP _ __ _ _-_-_-� ____-- 2" I I O I .1 ( TRASH DISPOSAL BINS ADJUSTMENT COLOR: PER PAINT .; I I LL- I i / SCHEDULE - 1 -- ---- ._ r -- 5/8"x12"+2" I I 0= . I I TO BE PROVIDED BY 1 —3/4" DIA 3-1/2" GALV. STEEL /I ; ANCHOR BOLT O� I I p w I RANCHO DISPOSAL JOB NO 95091 HOLE THRU ON HEAVY DUTY CENTER WITH �--� -" HASP AND STAPLE - � � __�_� _ ;' � � � � (2 PLCS. PER OST) � ANCHOR BOLTS STANLEY P 917 OR o> m / I <� I I I DATE Sept. 11, 1y96 3 PLCS. EQUAL .I I l_ _ ____ d ( I I SLUMP BLOCK WALL N 4 HOR ' #4 VERTICAL ® 32" O.C. I I I I 8x4x 16 D RAW N CSB IZ NTAL CONT. 0 32" 'O.C. GROUT ,S LID ALL CELLS W/STEEL R L — — — — — — -j L — — — JQ TRELLIS DETAIL (2) 1/2». GALV. STEEL (REF) CANE DROP BOLT -�- rr) ( rl — � STANLEY 1009 OR EQUAL N Lv) cam, 00 �- - 7_, z � GATE (2 EACH). 22 SGA C5 6"MIN. CORRUGATED METAL SET POST TOP 1/8- FROM VERTICAL SO THAT i -- / M DECKING IN STEEL $ GATE THE GATES REST IN THE OPEN POSITION GRADE 1-- N 1 R GRADE (4) 4 3"x3"x.188" "L" FRAME, C5 THERMOSET POLYESTER POWDER �, s 6 REBAR CROSS BRACED W/ COAT PAINT, 2.5 MIL NOMINAL F•i� v • "sr - ONT. 2"x1/4" FLAT. THICKNESS NOTES.STEEL 3x3 HEAVY DUTY BUTT CONTRACTOR TO SUBMIT COLOR PER PAINT SCHEDULE �.J °�: `=`- 12 SHOP DRAWINGS FOR HINGE (STANLEY OR EQUAL) 1 COUNTER SINK AND FILL ALL LAG BOLT CONNECTIONS O WELD AND GRIND SMOOTH ALL WOOD TO BE ROUGH SAWN DOUGLAS FIR #1 OR BETTER, EASE ALL f APPROVAL 2 TO POST AND GATE FRAME TYPICAL EACH GATE EDGES, AND PAINT (2 COATS) PER PAINT SCHEDULE SOIL CO TOAC90E%� (3) THREE HINGES PER GATE 3 2"X6" TRELLIS MEMBER: LET-IN 1-1/2"" TO RECEIVE DOUBLE GRAB 3" CLEAR 24" 2'-0 9p-41p 2'-0" � BEAMS AS INDICATED. PROVIDE CONTINUOUS 1/4" CHAMFER AT ENDS. L314- CRUSHED ALTERNATE BENDS u 4 3"00" DOUBLE GRAB BEAM: LET-IN TO RECEIVE POSTS AS INDICATED AGGREGATE IN FOOTING SCALE SCALE SCALE U TRASH ENCLOSURE GATE POST 7 TRASH ENCLOSURE ELEVATION - 8 TRASH ENCLOSURE PLAN VIEW _ 9 Ups ct HALF SIZE 1 2 = 1 -0 3 8 1 -0 � � 3x10 DOUBLE " GRAB BEAM 1 6 EQUALLY SPACED (TYP) (8 PLCS.) BETWEEN UQ POSTS (1'-9" REF) ZC13 U x U O EQUALLY SPACED (TYP) U Q o 100 I E—� 2x6 TRELLIS MEMBER U i N F777777 .• Q �— Oka 10 a 1 r �v ho V �Li. a F SCALE SCALE ` h _TRELLIS PLAN VIEW S_AE_O, 10 DETAIL D ETAI L -� 2" . Wmz 4>77 N I.- z � w• Ox <w w a' <Oww V • W�ss V = O; W = � V A ~ =M� W <� iI CONSULTANT r s a CITY OF RANCHO CUCAMONGA RECOMMENDED BY: APPROVED BY , CITY ENGINEER RCE 24953 TE: �� DETAIL SHEET FOR THE 10N9*ET LIONS EAST COMMUNITY CENTER C5 OF Pi�� = IMPROVEMENT PROJECT y7 er a►1rE er a� SCALE SCALE LOCATED AT THE SOUTHEAST CORNER DETAIL _ • _ • D ETAIL1-1/2 M _ V:0_ o REVISION DESCRIPTION OF LION STREET AND BASELINE ROAD /58 3 2 a V BENCHMARK ELEY: 1389.28 No. A-219 CHISELED SQUARE ON SOUTH RETURN v P� EUI S.W. CORNER OF UON ST. do BASEUNE ROAD � � J. co < n No. 24M Exp. 12-31-97 `g,� CIVI�►��r Or C.M. EXISTING TRENCH EXISTING TRENCH I (� 24"W x 5'D 24"W x 4'D I CLEANOUT r� — — — - — -- _.,.J-- SEE DETAIL :� � TRENCH PER >� -- 7� -� JOB NO 0-.-0 5 DETAIL "A" — _ _ ° - ,• 1 - _ \ 1 ` ' DATE NATIVE BACKFILL 12 • —` / RECENT CRUSHED ROCK BACKFILL 6" MIN. o ° / ALLUVIUM / FILL DRAWN CSB • 6• PvC i 0 84 \ \I I I ( � ' NERUIP o oho o �;$ DEPTH VARIES • —, 7� 1 �� , _ � 1 I � �� Q °°0� SEE PLAN � � — � � � 1 � � cp v 1 I II ^ . , a no°Qdvoav� 6 AM A PERFORATED PVC. 40 - - 1 l I PIPE SLEEVED IN A NYLON SOCK A,q° �7 �� (� v vcov0 OR OTHER APPROVED EQUAL o�°d 4 P C, °� OLDER ' T ° . , / l W a o�� ALLUVIUM �� 2 TRENCH» PER I 9— PVC 1 _ II FILTER FABRIC ENVELOPE °`� ddpDa kbk1� 6 DETAIL 8 L�81' ! !'r (MIRAFI 140 N. SUPAC 5NP, �,°°o°� 04 Q 44 i II 11 / � -- - - - + � II � t_ I , � � � OR APPROVED EQUIVALENT') � o°a e °� � 12" MIN r DROP INLET 82 I 1 I I 00 opo Ij LiJ 8• , i .� \ SEE DETAIL w r, r' IL + � 4 I I 1 z I �^ a \fy� '� I VARIES ' -� LIONS EAST r 12" 2411 12"MIN • 4 . � FLIL $1.97 TRENCH A 77 5 Il ! I I SCALE "-2'-0" • �< .,� : � � • 6• PVC • s-+.ol 00 1 � II • ' ° • I'a EXISTING T NCH \ 1 24"W x 3' } I ° DROP INLET 4 5 I II SEE DETAIL I I 1 NATIVE BACKFILL / I 6 OR 800 PVC, SCH 40 DEPTH VARIES SEE PLAN '� PIPE (SIZE PER PLAN) ism • \\� \` ¢ _ ' _ - ' - %`I\ � �/� I i!% I VARIES _ /^ DROP INLET - - 2�--...�_-- --79 f 1 �y 12'- 24" 3.50 TRENCH B - — — x" \ -( 1 f � ! �( \ l ` /l � *1, -,< !i I I / / SCALE1 =2 -0 --- 8 ' x• � 1 / NOTES: t 7 � I • - - - -- - -�� -- - - - - - -_- - - - -- - - - - - - - - - -- - - - - - - - - - -- --�_. 1 I i I I J. SPECIFICATIONS FOR CRUSH ED ROCK: J F EXISTING CONTOURS / 1 0-20' PROPOSED CONTOURS MINIMUM 3 CUBIC FEET-PER LINEAR FOOT OF 3/4" CRUSHED ROCK PER STANDARD b�1�k PROPOSED CONTOUURs�� ( I I •SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 200-1.2. SIEVE SIZE IN 1. 100 3/4' 90-100 1/2' 0-60 INSTALL, BROOKS PRODUCTS 8 0-20 18 x18 CATCH BASIN NO. CB1818 8" PVC PIPE 4 0-S LOWER SECTION WITH GALV. FRAME (L MAIN LINE AND STEEL GRATE #4 BAR 18-LG 4 PLCS. EQUALLY 2. NATIVE SOIL BACKFILL SHALL BE COMPACTED TO A MINIMUM 90% RELATIVE COMPACTION. SPACED 090'. r• GRADE PLACE AGAINST PVC . GRATE PIPE 1/2" MIN. ° 3" MAX. CONSTRUCTION NOTES VENTED CAP - SIZE TO " 3/4" GRAVEL VARIES TO SUIT I OI ••-- CONSTRUCT DRAIN UNE PER TRENCH DETAIL "A". DEPTH PER PLAN ALLOW REMOVAL FROM CAN _ CONDITIONS BEDDING OF 2 DRAIN UNE PER TRENCH DETAIL OB . DEPTH PER PLAN INLET PIPE 3a--CONSTRUCT JUNCTION STRUCTURE TO EXISTING STORM DRAIN PER DETAIL • ap o� CONSTRUCT DROP INLET PER DETAIL BROOKS PRODUCTS 1 -RT a ° d'� 5/80 HOLES 3" OC ®90r ALL AROUND y ' • .. , 0 4 ROWS - 16 HOLES TOTAL t O5 --CONSTRUCT CLEANOUT PER DETAIL NATIVE BODY (CAN) AND CAST aoo I v tea° A. ALL ABOVE BOTTOM OF CATCH BASIN - O5 - SAWCUT AND REMOVE AG PAVEMENT IN TRENCH ZONE AND REPLACE WITH 4 AC OVER GRADE IRON COVER • 7�--SAWCUT. REMOVE 4' OF EXISTING CURB, AND CONSTRUCT Al-6 (B' PCC CURB PER CITY STD. 104 BACKFILL WITH CONSU420 C-2000 LTANT — — CONCRETE • � I • 6"0 PVC SCH 40 RISER RIS PVC SCH 40 PIPE UNDISTURBED EARTH I RISER B B SECTION A-A A 6 J "T" OR ELBOW PER PLAN (�C 6�.� "T" OR ELBOW PER PLAN ELEVATION 8" _ _ . � ! 'ko F �p � 12"M I STA. Q�AN TR E U CTU R E CITY OF "CHO CUCAMONGA � 4 `�, JUNCTION S �N DETAIL APPROVED BY .�— ° CO pE LAN F� F� CONCRETE COLLAR ._.. CITY ENGIN SCALE: NONE CAST IN PLACE RCE 24 DATE: PVC CONNECTOR PIPE "DRAIN UNE" SUPPLEMENTAL SHEET FOR THE10N >rr�tT T DETAIL DROP INLET DETAIL A C6 o CLEANOUT LIONS EAST COMMUNITY CENTER 1w SCALE: I"-l'-0'p SCALE: 1"=1'-0" 12" /\ � � .�, ,; � ,� ��, =-- IMPROVEMENT PROJECT q�� c� SECTION B-B 01 °"� LOCATED AT THE SOUTHEAST CORNER Dawns m Q REVISION DESCRIPTION o� an OF LION STREET AND BASELINE ROAD SB 3 o�or�e �Pc ,r,Wr,, .._ , :.•rli..:, . < e„ . . .. . `i wra.. .+W:wrax, .:rte y -.n:...` :, owV....r. :x..n..0"aK.'he0 * :. � ••. „. ,,;, ,.,• :,r.. a*•. xt•rr�-. ".« .. .. fir.,, . .,-. •»:: r>a - -« - ,., ,,,,.,: ., .,,-, ,., mw rwkwwi� ,w « . ,.«-..+■.a.w, i.ii•..•w .,, . . ,-...^. ,... ...c . ,.. ... , ., H i i 1 " I i 1 PLANT SUBSTITUTIONS AND/OR QUANTITY ADJUSTMENTS FOR LIO 0 ARC NS EAST c�E PLANTS BEING DELETED REPLACEMENT PLANTS ,l PLANT NAME QTY./SIZE PLANT NAME QTY./SIZE G11446 TAYLOR INUS OFFICINALIS'KEN 82 - 5 GAL. TRACHELOSPERMUM JASMINOIDES 513 CUTTINGS @ 5'O.C. JUNIPERUS SABINA @ T O.C. REN. `TAMAPJSCIFOI.IA' 34 - 5 GAL. LIRIOPE GIGANTEA k 150 - 1 GAL. 30UOF LANTANA MONTEVIDENS[S 44 - I GAL. @ .C. MA PLUMBAGINOIDES 44 - 1 GAL. O O OO .C. e ° -- d � � � C) SALVIA GREGGII (ib 5'O.C. d ° • ° 0 11 - 5 GAL. ° ° ° ° ° ° ° ° G Q O O 0 @ AGAPANTHUS AFRICANUS Q 3'O.C. 16 - 1 GAL. JpB NO 95091 @ 30"O.C. ,° ° ° -}- � ° • � O Q HELICTOTRICHON SEMPRVIRONS , 28 - I GAL. HEMEROCALLIS SP. DATE Sept. 11, 1996 _ LL + � C� I8"O.C. d - 0 0° LAVANDULA ANGUSTIFOLIA DRAWN CSB _° . 0000 W 68 - I GAL. RUMOHRA ADIANTIFORMIS 89- 1 GAL. _ _ _ �• 'L o°o° l @3'O.C. 0 o o Z @ 30"O.C. I CISTUS `SUNSET' ��j o 53 - l GAL. Q Q �— -1 / + 0 00° J @ 5'O.C. RIiAPIOLEPIS INDICA`BALLERINA' 131 - 1 GAL I l J �... ,tr•r '• _ .1 ' ' 1 1 + + V16U(zrium TfNJS IS 21N& , @3O.C. oo II pw2A' Lv BovG2ucT S1bh7 S G , L+ TOTAL 5 GALLON PLANTS DELETED= 127513 Z -40 H. c•+ Yr V) TOTAL I GALLON PLANTS DELETED= 193 TOTAL REPLACEMENT CUTTINGS(FR M FL 5 13+ < TOTAL REPLACEMENT 1 GALLON PLANTS=475ToIA - R�c�S� 7LIONS EAST � o : o d ° / +o o W y XERISCAPE ASSESSMENT SYSTEM SUMMARY U + : o W W s + � W W LANDSCAPE (POINT VALUE) �1 POINTS , + 0 0 00 III CLAIMED o' a ° 14 1. d ° + °d w W W 'I WATER CONSERVING PLANTS ° 20 d ° UP4 M a a 0 TURF LIMITED TO 25% OR LESS 20 yin u I. wJ + PLANTS GROUPED BY WATERING NEED 10 >M0 Ll - e + HARDSCAPE 10 - PERMEABLE PAVING Q °�° d 1 ° ° y �.I� � - VARIETIES �-I • 4 LOW-WATER TURF Pogo MULCH PROVIDED IN NON-GROUND COVER AREAS 5 O t SOIL AMMENDMENTS e ,es TOTAL POINTS CLAIMED: 65 V 1 U I O O + + + + + + + + + + + + + + + 0 0 LIONS EAST 0 o °a00000000 0 � � ° � . � + O U ♦ U ° 00 W � / / + d a k I+ �l O O 0 ° ED-0 � O � o ° o O , o� o o o O O O o � � � Wt�rrF.-ri+�sE '- 'I � _ J Ln Te � ►^r / QO O O O 00�0�0 n0° n � � � tJ,.•I 7 r o 1 1C e � O o - W k !i��•. W Ile / L W W + + + + + + + + + + + _� o W W W / W /°Y� J°W\_ -'W/X � W x °Y W� W\ ��A / W y \ -Nr _ 'W V• .►• -.� Ii I• ' I° 1. d q I O O O O �-W •► ; _ W ► IW _ f W W 7 .V W p�� •v OO4VOGSO�?OO d : _ � � t r I`� - - CL PLANT MATERIALS LEGEND + SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACI NG QTY. a f- CIO "o TREES REFERENCE STANDARD, 501 & 502 6 TOT LANDSCAPING GENERAL NOTES .- Q ae F1.41W it MAGNOLIA GRANDI FL❑RA ' MAJESTIC BEAUTY' MAGNOLIA 15 GAL. 30' o, c, 4 EA 1 . All equipment shall be selected and installed in accordance with the Contract Specifications and 20' Standard Drawings. � = LL, � PLATANUS RACEM❑SA (MULTI ) CALIFORNIA SYCAMORE 24' BOX PER PLAN 2 EA — �.. 2. This design is diagrammatic. All piping, N ~^ g g p p g, valves, etc. shown within sidewalk trail 'areas are for cn �. <W7� SHRUBS REFERENCE STANDARD, 506, 507, & 508 1012 TOT design clarification only, and shall be installed in planting areas whenever possible. >o.: Q MYOP❑RUM PARVI F❑LI UM ' PUTAH CREEK' MYOP❑RUM 1 GAL. 7' O. c, 40 EA _ M al 3. Landscape areas shall receive 4" of coarse-ground shredded chipper mulch under all trees and shrubs. - - 0-'4 <w w o SUS ' SUNSET' NCN 1 GAL. 5' o. c. 53 EA Grading operations shall accommodate the mulch, per City Std. 509. Contractor shall submit a sample for 31:: oww LEGEND: approval prior to purchase and placement. Shredded mulch is available from: _ ... Q DI ETES BICOLOR FORTNIGHT LILY 1 GAL, 3' o. c. 1 64 EA ow -jax ROCKSCAPE Blue Ribbon Nurseries ® HELI CT❑TRI CH❑N SEMPERVI R❑NS BLUE OAT GRASS 1 GAL. 2' o. c. 62 EA (714) 633-3666 Orange, CA ox JUNI PERUS SABINA ' TAMARI SCI F❑LI ATAM JUNIPER 5 GAL. 6' o. c. 66 EA BOULDER LEGEND: L x; 4. No Planting shall be done until all operations in conjunction with the installation of the `'' sae 0-- LANTANA MONTEVI DENSIS TRAILING LANTANA 1 GAL. 5' o. c. 98 EAirrigation system have been completed final grades have been established p g ``'and the planting ~ zM O 2 BOULDER areas have been properly graded and prepared as specified. <+ Q LAVANDULA ANGUSTI F❑LI A ENGLISH LAVENDER 1 GAL. 3' o. c. 77 EA a Q x Ib ® 3' 0 BOULDER 5• For the purpose of weed control the contractor shall make two applications of "round-up" or equivalent. It shall be • NANDI NA D❑MESTI CA HEAVENLY BAMBOO 5 GAL. 30' o, c. 31 EA PP � P q , applied between the planting and irrigation installations so that sufficient watering can be done. The second application • NANDI NA DOMESTI CA ' NANA' DWARF HEAVENLY BAMBOO 1 GAL. 18' o. c. 167 EA shall occur 7-14 days after watering. The pesticide shall include a photosensitive dye that will disappear 2-3 days CONSULTANT E) RHAPHI ❑LEPI S INDICA ' CLARA' NCN 5 GAL, 4' o, c. 64 EA after application. @_- ROSMARINUS ❑FFI CI NALI S ' KEN TAYLOR' ROSEMARY CULTI VAR 5 GAL, 5' o. c. 101 EA ® SALVIA GREGGI I ' SPRING BOUQUET' NCN 5 GAL. 3' o, c. 41 EA @--VIBURNUM TI LNUS ' SPRING BOUQUET' NCN 1 5 GAL. 5' O. C. 50 EA VINES REFERENCE STANDARDS 506 PARTHEN❑CI SSUS TRI CUSPI DATA BOSTON IVY 5GAL. PER PLAN 3 EA ` CITY OF RANCHO CUCAMONGA ` TURF SEE SPECIFICATIONS APPROVED BY REDOMMENDED OY' 45% JAGUAR, W HYDR❑SEED W W 45% APACHE, &107. 5151 SF � CITY ENGINEER RCE 24953 DATE: r W W A-34 BLUEGRASS LANDSCAPE PLAN FOR THE SHM L * NOTE: Quantities shown on the legend are for estimating LIONS EAST COMMUNITY CENTER °F purposes only. Final quantities for plant materials �--- � I � ' `" IMPROVEMENT PROJECT PROJECT sir installed shall be governed by the indicated plant \ BY DAM L43 of q7 spacings, (see planting plans). REVISION DESCRIPTION DEEM cnr LOCATED AT THE SOUTHEAST CORNER DRAWM NO. ENOWEER APPROVED OF LION STREET AND BASELINE ROAD 5S 3 �� v r y 1 PLANT SUBSTITUTIONS AND/OR QUANTITY ADJUSTMENTS FOR LIONS EAST $E0Cti/ PLANTS BEING DELETED01 - REPLACEMENT PLANTS PLANT NAMEi� QTY./SIZE PLANT NAME QTY./SIZE *, 011446 ROSMARINUS OFFICINALIS'KEN 82 - 5 GAL. TRACHELOSPERNium JASMINOIDES 513 CUTTINGS TAYLOR' @ s'O.C. REN @ 2'O.C. -}! I JCINIPERUS SABINA - L. LIRIOPE GIGAN I I,A - 1 TAMARISCIFOLIA' 34 5 GA r . K aoo-000 0 0 _ o � I @ o OFc�t���� xy7 Y LANTANA MONTEVIDENSIS A°A 44 - 1 GAL. CERATOSTIGMA PLUMBAGINOIDES 44 - I GAL. 51 O.C. °.• ° e •° el° 1~ ° Y 0 0 O Q SALVIA GREGGII If - 5 GAL. AGAPANTHUS AFRICANUS95091 16 - 1 GAL, J08 NO • ••i + ° - O O Q @ 3'O.C. @ 30"O.C. 1 . ° + ° ° ° <-> O O HELICTO"IRICfEON SEMPRVIRONS 28 - I GAL. HEMEROCALLIS SP. DATE Sept. 11, 1996 e + + + + + + ♦ ♦ LL (c�2'O C 45 - I GAL. _ + - ° 18"O.C. DRAWN CSB ° ° _aa ° �o 0 0 0 I I LAVANDULA ANGUSTIFOLIA 68 - l GAL. KUMOHEtA ADIANTIFORMIS T ° • + 89- 1 GAL. / ° oo0o w @3'O.C. + ° macO.C. �/ Z_ CISTUS `SUNSET' � @ 30"O C -- L v 53 - I GA ftE EAI IOLEPIS INDICA `BALLERINA' 131 - 1 GAL + ° O , @ 5'O.C. \ i E @3'O.C. 1 VIf3�1(LN�M T�N�!$ seall'4& soVQvsS I�hC- i T, siv '/ ' + + LL.I r Rw,p�otrrc.p,s �Nwca cw�a, ., r �f f•r, ! , --- TOTAL 5 GALLON PLANTS DELETED= 127 t S - =g Z TOTAL REPLACEMENT CUTTINGS FROM f' O W ( L -�, •�I "•� � ' � :.I.. ;; .! �, ° TOTAL I GALLON PLANTS =513 W S DELETED= 193 TOTAL REPLACEMENT I GALLON PLANTS= n / O W Q + T° RE��crv►'cNZ V4LLon► Lg7�,-r `• it �- �� ! �, �/ Q �. �, I i ...•. .... ...._.P S _ _ 7 o - _ LIONS EAST ° ,v •r p p , ��, XERISCAPE ASSESSMENT SYSTEM SUMMARY D / Z U + O W 1 W o ° F ° ,,____ + w LANDSCAPE (POINT VALUE) POINTS - `•..� a , r \ CLAIMED a� , '0 0'0 ��• ° . G O O � w '� W �� I WATER CONSERVING PLANTS 20 ct • °• kµ '° - _ - RF ITE TO 25% OR LESS 20 7U LIMITED D p + PLANTS GROUPED BY WATERING NEED 10 ° + 1 _ : ' < . HARDSCAPE 10 - ��' / •L `' www. :. . _ � O PERMEABLE PAVING F...� U 0 0 'o o • • / + y ° 4 LOW-WATER TURF VARIETIES MULCH PROVIDED IN NON-GROUND COVER AREAS 5 SOIL AMMENDMENTS _� a o • a m_ o oo ' � ° / � .� Wi i �l%� - ' + "`s , _. �°''I TOTAL POINTS CLAIMED: 65 U � o p LIONS EAST oz + + + + + + + + + + + + + + 0 O O I C o ° ° 000000000 �p U • � °' • � O O o 00000 000 0 0 � Q �= �.� � �. ' � ! I {-11 rr^� --� o 0 0 0 o v i Q O O O O O _ -n- - - O a oF1c1 741 O r e Fv, eRr�4 f--9 7a Or- p�•wtpp-•.y,ru/.�. I, ILI n C) O o v o: fi it. a I I �� ° r O W ,I •� W W W W W /•Y W •Y W •Y r W W �' + + + + + + + + + + + W W .r '�•r-- T w �r - i - *' .r .r t'w w / •v v% .v" r• W W W 8 � • •• I I / / I y �- �� -.rte' - _ PLANT MATERIALS LEGEND + SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QTY. _ "�o TREES REFERENCE STANDARD, 501 & 502 6 TOT LANDSCAPING GENERAL NOTES : w A , MAGNOLIA GRANDI FLORA ' MAJESTIC BEAUTY' MAGNOLIA 15 GAL. 30' o. c. 4 EA �� 1 . All e uipment shall be selected and installed in accordance with the Contract Specifications and h t =20 Standard Drawings. PLATANUS RACEM❑SA (MULTI ) CALIFORNIA SYCAMORE 24' BOX PER PLAN 2 EA 2. This design is diagrammatic. All piping, valves, etc. shown within sidewalk/trail areas are for cn <>Ta SHRUBS REFERENCE STANDARD= 506, 507, & 508 1012 TOT design clarification only, and shall be installed in planting areas whenever possible. < o p MYOPORUM PARVI FOLI UM ' PUTAH CREEK' MYOPORUM 1 GAL. 7' o. c• 40 EA - r mulch under all trees and shrubs. ~ — cY 3. Landscape areas shall receive 4 of coarse ground shredded chlppe mu c u < Gradin operations shall accommodate the mulch, per Cit Std. 509. Contractor shall submit a sample for �o CI STUS ' SUNSET' NCN 1 GAL. 5' o. c. 53 EA - 9 P Y P LEGEND: approval prior to purchase and placement. Shredded mulch is available from: 4 Q DI ETES BICOLOR FORTNIGHT LILY 1 GAL. 3' o. c. 164 EA ol-�� H CT TRI CHON EMPERVI RONS BLUE DAT GRASS i GAL. 2' o. c. 62 EA o000o ROCKSCAPE Blue Ribbon Nurseries (714) 633-3666 � o= 6 ELI ❑ S Orange, CA o; ° JUNI PERUS SABI NA ' TAMARI SCI FOLI A' TAM JUNIPER 5 GAL. 6' o. c, 66 EA BOULDER LEGEND: '�' 4. No Planting shall be done until all operations in conjunction with the installation of the r 0-- LANTANA irri ation s stem have been com leted final rades have been established and the lantin ="'MONTEVI DENSI S TRAILING LANTANA 1 GAL. 5 o. c. 98 EA 2' BOULDER g y P g planting areas have been properly graded and prepared as specified. a a �� +; Q LAVANDULA ANGUSTI FOLI A ENGLISH LAVENDER 1 GAL, 3' o. c. 77 EA t ® 3' 0 BOULDER 5• For the purpose of weed control the contractor shall make two applications of "round-up" or equivalent. It shall be NANDI NA DOMESTI CA HEAVENLY BAMBOO 5 GAL. 30' c. c• 31 EA applied between the planting and irrigation installations so that sufficient watering can be done. The second application • NANDI NA DOMESTI CA ' NANA' DWARF HEAVENLY BAMBOO 1 GAL. 18' o. c. 167 EA shall occur 7-14 days after watering. The pesticide shall include a photosensitive dye that will disappear 2-3 days CONSULTANT after application. e RHAPHI ❑LEPI S INDICA ' CLARA' NCN 5 GAL. 4' o, c. 64 EA O ROSMARI NUS OFFI CI NALI S ' KEN TAYLOR' ROSEMARY CULTI VAR 5 GAL. 5' o. c•. 101 EA ® SALVIA GREGGII ' SPRING BOUQUET' NCN 5 GAL. 3' o. c. 41 EA 0-- VIBURNUM T LNUS ' SPRING BOUQUET' NCN 5 GAL. 5' o, c. 50 EA I VINES REFERENCE STANDARD= 506 CMY OF RANCHO CUCAMONGA PARTHENOCI SSUS TRI CUSPI DATA BOSTON IVY 5 GAL. PER PLAN 3 EA TURF SEE SPECIFICATIONS APPROVED BY CITY ENGINEER RCE 24953 DA : �/Q I` 45% JAGUAR, ? HYDROSEED 45% APACHE, &10% 5151 SF �. ' A-34 BLUEGRASS _ LANDSCAPE PLAN FOR THE LIONS EAST COMMUNITY CENTER L1 °` OHM NOTE: Quantities shown on the legend are for estimating �0i�'� purposes only. Final quantities for plant materials S r IMPROVEMENT PROJECT q� y? aF installed shall be governed by the indicated plant °N� °M� LOCATED AT THE SOUTHEAST CORNER oMwr+a �, spacings, (see planting plans). REVISION DESCRIPTION OF UON STREET AND BASEUNE ROAp s 63-L ��.�. .,_ .•+Ari 1 �i AUTOMATIC CONTROLLER ED ARC ONE (1) CALSENSE AUTOMATIC SPRINKLER CONTROLLER "A" MOUNTED WITHIN A STRONG BOX MODEL SB-24SS/120V COMBINATION ELECTRIC METER AND CONTROLLER VANDAL v RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY AND PHONE CAP END CAP END I LINE IN CONDUIT FOR HOOK-UP OF AUTOMATIC CONTROLLER * G111K 9.80 GPM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXACT J �t� 1 • 1 • - - _ - V17 21 GPM) LOCATION TO BE DETERMINED IN THE FIELD BY LANDSCAPE �• V1 15 GPM 1 - - - �- 1 " 590 GPH ARCHITECT AND CITY OF RANCHO CUCAMONGA AUTHORIZED ./ REPRESENTATIVE. INSTALL CONTROLLER PER CITY STANDARD OF CA��EO� 1 " I ° 0 / PLAN #522/SP AND #524/SP. • ° I � T _ •►y I �i l . ° • 7 �• I Q CONTRACTOR JOB NO 95091 • - - - - - - �` � I . 'I SHALL COORDINATE CONTROLLER PROGRAMMING WITH A le • V 1 6 (10 GPM) CALSENSE REPRESENTATIVE AND A STAFF MEMBER OF THE CITY DATE Sept. 11, 1996 - r ° ° MAINTENANCE DEPARTMENT. 20 GPM 6 1 ® D00 1 REMOVED ' DRAWN CSB Z coN1RAcTOR II MAKE CON ECTI0 D °c 1 NOTE: CONTRACTOR TO REMOVE EXISTING INSTALL N 1 INSTALL PHONE & °, O ONE O SPARE ORANGE WIRE ALONG THE ENTIRE ELECTRICAL CONDUIT do - IRRIGATION NOZZLES AND REPLACE WITH LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL 3 GPM V3 ! WIRES FROM BUILDING ..\ `� W MAXI-JET MICRO SPRAY RAINBIRD INSER VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE 1 " I • \ ` II , INTERIOR TO PEDESTAL • I (� PER LEGEND BELOW: AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. ONT ° L044 GR A OBS I RUCTIONS V6 37 GP NOTE:CONTRACTOR TO REMOVE ALL I I V 15 (39 G M) w �•/ Ali WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, E / 1-1/4" n1 HEADS LOCATED WITHIN THIS AREA. J I I 1-t/4" 1164 H TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE j CONTRACTOR TO CAP ALL LATERALS I -C-4 I �I SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE AND RETURN ALL HEADS TO CITY OF22.OG IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER O ° a V7 18 GPM RANCHO CUCAMONGA MAINT DEflflT. I 1 I. ,' o- I • ° SEE SHT.L•4 FOR DRIP DETAIL �� I I �i V 1 4 40 G M) SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE 1 I 1-1/4* 1324 GPH SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS ° I TO PROVIDE PROPER COVERAGE. I 1 �, E E GE. ALL ADJUSTMENTS SHALL BE � U • •• V$ 14 GPM) vi O 9 GPM ° N ° MADE AT NO ADDITIONAL COST TO THE CITY. (TYPICAL) ' • » 1 " U ^ • 1 350 GPH I ■ U _ I ° V1 1122 GPM FLOW SENSOR m • ° 1-1/4" = li 90 DATA INDUSTRIAL MODEL 220P FLOW SENSOR SUPPLIED BY J/ I CALSENSE SHALL BE INSTALLED INLINE, WITH ONE 1 FLOW 13 GPM • / V; 4" (32 G M) SENSOR PER WATER METER. INSTALL WITH TEN (10)) O V4 I °° °� / � ,Z /3 I / 540 DIAMETERS OF SENSOR SIZED PIPE UPSTREAM OF FLOW / V9 38 GPM } I 4 SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED PIPE a O 103 GFA DOWNSTREAM OF FLOW SENSOR. PIPE SHALL BE SAME SIZE ° •, /� V1 2 32 G M) AS FLOW SENSOR AND SHALL BE INSTALLED PER CITY - I ° 1 620 GPH 0 STANDARD PLAN #516. WIRES FROM FLOW SENSOR TO - ;\� CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE (1) MM v` 28 GPM V5 -� `�� _ _ _ _ _ _ _ _ _ _ _ _ _ , , RED STANDARD #14 IRRIGATION VALVE WIRES. FLOW SENSOR h� SHALL BE HOUSED IN A VALVE BOX AS PER IRRIGATION REMOTE MAXIJET LEGEND: » » cz - „ - CONTROL VALVES SPECIFIED ON PLANS AND MARKED F.S. - ° RED BRCRRTF 1/4R. 8' 20GPH FLOW SENSORS AVAILABLE FROM RICH MURRAY FROM CALSENSE H ° 1/2-v ®.0 ®--.�- ® 1_1/4- , _, J _ 1/2R• T' 20GPH LOCATED AT 2075 CORTE DEL NOGAL, SUITE J, CARLSBAD, CA O i 7-0 -®-4 :0 % / *_ GREEN BRCGGTF I/4R. 6 12 GPH 92009. HE MAY BE REACHED AT (714) 458-0129. r 1 =� ��%�/ '® i �► N' I� 1 20- °o / 1/2R. 6' 12 GPH v U -• -��. \ °° I /'w' BLUE BRCUUTF V4R. 4' 6.5GPH � , °ooc o o - - _ - o°o 2R NOTE - / 1/ 4 6.5 GPH V 1 cz •\ 1 / OO°° °° `� ° °°° / N SHRUB AREAS GET A 12" POP-UP SPRINKLER BODY 1812 ' t / • T AND TURF AREAS GET A 6 POP-UP SPRINKLER BODY(1806). 4. 1 1' 2" _-„�p _p p� �- p �l _ i I 1 6� REFERENCE LANDSCAPE PLAN FOR AREA TYPES O 17 l I LEGEND: �--� p U CONTRACTOR TO ADD o o ROCKSCAPE CONCRETE MOWSTRIP / SEE DET.534 SHIT. L-4 8„W GENERAL LEGEND: jjjSYMBOLS DESCRIPTION MANUFACTURER REFERENCE INDICATES CONTRACTOR TO INSTALL ------- ------- CONTRACTOR POINT OF CONNECTION CONTRACTOR POINT OF CONNECTION NEW HEAD WITH MAX I JET NOZZLE '� �' 00 SEE DET.539 MODIFIED,SHT. L-4 QM 1 -1/2m WATERMETER (PER CCWD) CCWD STD. 2 _ no SHALL VERIFY THE STATIC PRESSURE AND METER POINT OF CONNECTION - INSTALL 1-1/2" WATER METER FOR © ELECTRICAL PEDESTAL W/ AUTO. STRONG BOX SB-24SS/120 STD'S 522/SP do v I A HE POINT OF CONNECTION. ANY IRRIGATION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS CONTROLLER, AND PHONE LINE CALSENSE ET1 -36-R 524/SP DEVIATION FROM DESIGN CRITERIA SHALL BE AND PAY ALL COSTS FOR THE INSTALLATION OF NEW WATER _ BROUGHT TO THE ATTENTION OF THE CITY. METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR ��� 1-1/2" BACKFLOW PREVENTION ASSEMBLY AND FEBCO 825Y-BV STD. 517 SP W <y COSTS AND INSTALLATION PROCEDURES. FEES PAID SHALL BE 1-1/2- WYE STRAINER WILKENS YSBR vs ••- PRESSURE CALCULATIONS REIMBURSED BY THE CITY. WATER PRESSURE "W ® 1-1/2- PRESSURE REGULATOR WILKENS 500 SERIES STD. 519 h ~ >7 WATER METER # SIZE 1 -1 /2' EXISTING WATER PRESSURE, 107 P. S. I . INFORMATION OBTAINED FROM CARLOS FIMBRES AT THE WATTS ACV 11 -12 G 1 -1/2 MASTER CONTROL VALVE ENERGIZED 11 CLOSE STD. 516 H _ z a• SYSTEM DESIGN PRESSURE, 85 P. S. I . CUCAMONGA COUNTY WATER DISTRICT (909) 483-7440 ON ow PEAK IRRIGATION DEMAND, 40 G, P. M. 8-6-96. 1 -1/4--B FLOW METER DATA INDUSTRIAL 220P STD. 516 t a OBTAINED FROM CALSENSE Y a t O w� H. 1628-1648 --Q- MAINLINE PVC PIPE, 2" & LARGER CLASS 315 STD. 532 s ELEVATION 1380 2" SERVICE LINE FROM P.O.0 TO METER W ( ) (BY CCWD) CCWD STD. 2A 247 x . 433 = 107 P. S. I . 1-1-�- '� �_.-w• NON-PRESSURE SUPPLY LINES SCH 40 STD. 532 v = REMOTE CONTROL VALVE V15 SIZE 1 -1 /4' 1' PIPE UNLESS OTHERWISE NOTED oc o; MAXIMUM DEMAND 39 G. P. M, ELEVATION 1385 -� SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD. 533 � tea PRESSURE 2 R. C. V, (STATIC) 54 P. S. I . sn REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-B STD. 520 W SIZE ITEM P. S. I . SHRUB TURF c QUICK COUPLING VALVE RAINBIRD 33 DLRC STD. 535 a s aco 1 -112' WATER METER 3. 3 SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM , MFG BODY BODY NOZ. OPTIONS REFERENCE 1 -1 /2, R. P. BACKFLOW DEVICE 12. 0 ° CONTROLLER SEQUENCE/VALVE NUMBER 1 -1 /2' MASTER VALVE 1 . 0 ❑ 360 15 15 STANDARD 30 DEG. TRAJ. 30 3.70 RAINBIRD SAM 1812 - 15F - STD. 537 . '° °P1 GALLONS PER MINUTE ------- -----_-- 1 -1 /4' FLOW METER 2. 1 8 1800 15' 15' STANDARD 30 DEG. TRAJ. 30 1 .85 RAINBIRD SAM 1812 1806 15H - STD. 537 REMOTE CONTROL VALVE SIZE CONSULTANT 2' MAIN LINE LOSS (42 L. F. ) 0. 5 ® 900 15' 15' STANDARD 30 DEG. TRAJ. 30 .93 RAINBIRD SAM 1812 1806 15Q - STD. 537 5 2" RESILIENT WEDGE RING TITE GATE VALVE WATTS 403RT-RW STD. 518 1 -1 /4' REMOTE CONTROL VALVE 8. 0 p 3600 12' 12' LOW GALLONAGE 30 DEG. 30 2.60 RAINBIRD SAM 1812 1806 12F - STD. 537 0 REMOTE CONTROL u4LVE W/DRIP ZONE KIT RAINBIRD PE8 STD.521-DRIP 1 -1 /4' MANUAL VALVE 2. 3 p 180° 12' 12' LOW GALLONAGE 30 DEG. 30 1 .30 RAINBIRD SAM 1812 1806 12H - STD. 537 1 ' - 2' LATERAL LINE 2. 4 O AUTOMATIC FLUSH VALVE NETAFIM- TL050MFV-I DETAIL SHT. L-4 FITTING LOSS 0. 2 p 900 12' 12' LOW GALLONAGE 30 DEG. 30 .65 RAINBIRD SAM 1812 1806 12Q - STD. 537 -------- PRESSURE COMPENSATING DRIPPER-TECHLINE NETAFIM- TLDL9-1210 --------------- 5 FT, ELEVATION CHANGE 2. 2 TOTAL SYSTEM LOSSES 34, 0 0 3600 10' 10' LOW GALLONAGE 30 DEG. 30 1 .75 RAINBIRD SAM 1812 1806 12F PCS-.175 STD. 537 PRESSURE REQUIRED AT HEAD, 30. 0 • 1800 10' 10' LOW GALLONAGE 30 DEG. 30 .90 RAINBIRD SAM 1812 1806 12H PCS-.090 STD. 537 p 90° 10' 10' LOW GALLONAGE 30 DEG. 30 .40 RAINBIRD SAM 1812 1806 12Q PCS-040 STD. 537 �� OF RANCHO CUCAMONGA TOTAL PRESSURE REQUI REDi 59, 8 ■ 180° 8' 8' LOW GALLONAGE 30 DEG. 30 .60 RAINBIRD SAM 1812 1806 12H PCS-060 STD. 537 STATIC PRESSURE AVAI LABLEi 107, 0 O 90° 8' 8' LOW GALLONAGE 30 DEG. 30 .30 RAINBIRD SAM 1812 1806 12Q PCS-030 STD. 537 APPROVED BY /JI or. 6 1800 6' 6' LOW ANGLE 15 DEG. 30 .30 RAINBIRD SAM 1812 - 10H PCS-030 STD. 537 C� ENGINEER RCE 24953 REG, PRESSURE AVAILABLE (PRE-SET) >�r RESIDUAL WATER PRESSURE, 85. 0 ® 90° 5' 5' LOW ANGLE 15 DEG. 30 .20 RAINBIRD SAM 1812 - 100 PCS-020 STD. 537 IRRIGATION PLAN FOR THE sumemmm CITY RESIDUAL WATER ® 1800 4'X30' 4'X15' STRIP SERIES 30 1 .21 RAINBIRD SAM - 1806 15CST - STD. 537 L2 w m 90° 4'X15' 4'X15' STRIP SERIES 30 .61 RAINBIRD SAM - 1806 15EST - STD. 537 /,\ CITY REQUESTED CHANGES, ADD DRIPPER LINE, CHC. AROMRw► LIONS EAST COMMUNITY CENTER �o�c.T •+ter PRESSURE REQUESTED 22 P. S. I . y NOZZL TO MAXI-JET MICRO SPRAY IMPROVEMENT PROJECT Q - OF 1 • 90/180 4�-8' LOW GALLONAGE-MAX1dET 30 RAINBIRD SAM 1812 STD. MODIF. - °r 01'�� � � LOCATED AT THE SOUTHEAST CORNER . 0 REVISION DESCRIPTION oe Cmr �or,�e NwOF LION STREET AND BASELINE ROAD s� .wLM.: ' AUTOMATIC CONTROLLER sE° . • ONE (1 ) CALSENSE AUTOMATIC SPRINKLER CONTROLLER "A" AR�yi�� MOUNTED WITHIN A STRONG BOX MODEL SB-24SS/120V II COMBINATION ELECTRIC METER AND CONTROLLER VANDAL v _ CAP ENDI RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY AND PHONE CAP END LINE IN CONDUIT FOR HOOK-UP OF AUTOMATIC CONTROLLER * G11446 * ' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXACT • J I 15 GPM I • ' • _ - �_ - - V17 21 GPM LCATION TO BE DETERMINED IN THE FIELD BY LANDSCAPE ° V 1 ARCHITECT AND CITY OF RANCHO CUCAMONGA AUTHORIZED 1 » I REPRESENTATIVE. INSTALL CONTROLLER PER CITY STANDARD • _ � i PLAN #522/SP AND #524/SP. Of CAt�� ° d d ° I �. ■ CONTRACTOR • . •d / • ° �° • a • ' 7/ -7a I I Q ' 95091 JOB NO .• •, . • I. 0 SHALL COORDINATE CONTROLLER PROGRAMMING WITH A CALSENSE REPRESENTATIVE ANSept. 1� le V 1 6 10 GPMCr- D A STAFF MEMBER OF THE CITY DATE Sep , 1996 �■- ■_ _ � MAINTENANCE DEPARTMENT. 20 GPM V2 T / / .° ° • T� / 6 I ° 1 " 1 " / / ® J W DRAWN CSB . �' -7T z c CONTRACTOR MAKE CONN`ECT(ONS AND � ( o°' / o^ INSTALL PHONE & I -� INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE e� J LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL � � � � � %ELECTRICAL CONDUIT & �,^ k _ i 3 GPM V3 \a _ -1 \ _ . W WIRES FROM BUILDING I .. VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE 1 " INTERIOR TO PEDESTAL V) AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. • /1 / M m ONS EAST � '' ,j � ''� i oessTRucnoNs - V6 37 GPM I V1 5 39 GPM h+•1 \./ WHEN VERTICAL OBSTRUCTIONS FIRE HYDRANTS, STREET LIGHTS, W E / / / t-t/4' I r t-t/4' TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE I�1 ~ • ° d ' ' I r ( I SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE TH 4 I I7 IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER E O d • •r / V7 18 GPM � • i V 1 4 40 GPM SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE d z ° 1 SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS - • :�, '•j •' / I I t-t/4` TO PROVIDEPROPER COVERA • V 1 Q 9 GPM ' ■ J, GE. ALL ADJUSTMENTS SHALL BE U d • ' _ •• °I• •� / VS 14 GPM I N ' • MADE AT NO ADDITIONAL COST TO THE CITY. (TYPICAL) • " � " FLOW SENSOR �I u U 22 GPM I I r� m li r _ • t-t/4' N N DATA INDUSTRIAL MODEL 220P FLOW SENSOR SUPPLIED BY • V 1 3 32 GPM CALSENSE SHALL BE INSTALLED INLINE, WITH ONE (1) FLOW r 1 O I, I I / / i I SENSOR PER WATER METER. INSTALL WITH TEN (10) [_, v 13 GPM V4 t�� I o,� �' �_.G �t ' t-t/� DIAMETERS OF SENSOR SIZED PIPE UPSTREAM OF FLOW [� """� I / '\ _ . i•° d V9 38 GPM. • � � SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED PIPE t-t/4" / �1 I'' �' 3 DOWNSTREAM OF FLOW SENSOR. PIPE SHALL BE SAME SIZE V1 2 ' 32 G M AS FLOW SENSOR AND SHALL BE INSTALLED PER CITY C� V • 1-1/4' STANDARD PLAN #516. WIRES FROM FLOW SENSOR TO m /-r �� t_t/4. ■ CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE (1) Z _ 28 GPM V5 `�� _ _ _ _ _ _ _ _ _ _ _ _ _ , RED STANDARD #14 IRRIGATION VALVE WIRES. FLOW SENSOR t-t/4" 9 a Tom- 2" ' u = SHALL BE HOUSED IN A VALVE BOX AS PER IRRIGATION REMOTE Q - _ CONTROL VALVES SPECIFIED ON PLANS AND MARKED "F.S." z e-� \ / - 1� • FLOW W o 10 SENSORS AVAILABLE F - LABLE ROM RICH MURRAY FROM CALSENSE O 't _ ® �® ® t_t/4- LOCATED AT 2075 CORTE DEL NODAL, SUITE J, CARLSBAD, CA • �\� '7-0 111. --- -- - U 92009. HE MAY BE REACHED AT (714) 458-0129. '�1 i - ' I I NOTE - - �. ° - ,c / • D N SHRUB AREAS GET A 1 " POP- UP ' ...... 2 "0 UP SPRINKLER BODY (1812) AND TURF AREAS GET A 6 POP-UP SPRINKLER BODY 1806 . z _� t / _ i t-t/4• I - t_,/y. 1 _•�_p_�_p \ �_ }. �, �' 1 6 REFERENCE LANDSCAPE PLAN FOR AREA TYPES BODY( ) �.0 AP END �� � � �r �t�1/4 l . ' LEGEND: - � � 1'; j ������ � � _ � _ i• � _ ' � _ i � � � I � � °o°o° ROCKSCAPE � „ GENERAL LEGEND: 1'. SYMBOLS DESCRIPTION MANUFACTURER REFERENCE P.0 CONTRACTOR O.C. POINT OF CONNECTION ------- ------- CONTRACTOR � CONNECTION �M 1 -1/2" WATERMETER (PER CCWD) CCWD STD. 2 SHALL VERIFY THE STATIC PRESSURE AND METER POINT OF CONNECTION - INSTALL 1-1/2" WATER METER FOR © ELECTRICAL PEDESTAL W/ AUTO. STRONG BOX SB- 0 STD'S 522/SP & t Cj CONTROLLER, AND PHONE LINE a SIZE AT THE POINT OF CONNECTION. ANY IRRIGATION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS CALSENSE ET - F3� 524/SP DEVIATION FROM DESIGN CRITERIA SHALL BE AND PAY ALL COSTS FOR THE INSTALLATION OF NEW WATER BROUGHT TO THE ATTENTION OF THE CITY. METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR 1 w20 1-1/2" BACKFLOW PREVENTION ASSEMBLY AND FEBCO 825 STD. 517 SP W <y COSTS AND INSTALLATION PROCEDURES. FEES PAID SHALL BE 1-1/2" WYE STRAINER WILKENS YSBR / N o PRESSURE CALCULATIONS REIMBURSED BY THE CITY. MATER PRESSURE ® 1-1/2" PRESSURE REGULATOR WILKENS 500 SERIES STD. 519 I. WATER METER SI ZE 1 -1 /2' EXISTING WATER PRESSURE; 107 P. S. I . INFORMATION OBTAINED FROM CARLOS FIMBRES AT THE " WATTS ACV t t -t2 G 1-1/2 MASTER CONTROL VALVE ENERGIZED TO CLOSE STD. 516 1- _ = w w SYSTEM DESIGN PRESSURE; 85 P, S. I . CUCAMONGA COUNTY WATER DISTRICT (909) 483-7440 ON DATA INDUSTRIAL 220P Y H. G. L. 1628-1648 PEAK IRRIGATION DEMAND; 40 G. P. M. 8-6-96. 1 -1/4"-B FLOW METER OBTAINED FROM CALSENSE 22 ONLY STD. 516 o<w --{�- CL MAINLINE PVC PIPE, 2" & LARGER CLASS 315 STD. 532 tOw.w. { ELEVATION 1380 �� = v • W J 2 SERVICE LINE (FROM P.O.0 TO METER) (BY CCWD) CCWD STD. 2A z�W w 247 x . 433 = 107 P. S. 1 . � o-rte t-t_ /2' NON-PRESSURE SUPPLY LINES SCH 40 STD. 532 v o= ' REMOTE CONTROL VALVE V15 SIZE 1 -1 /4' t" PIPE UNLESS OTHERWISE NOTED � � MAXIMUM DEMAND 39 G. P, M. W ELEVATION 1385 SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD. 533 oA - PRESSURE e R. C. V. (STATIC) 54 P. S. I . � zM REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-B STD. 520 W « SIZE ITEM P. S. I . SHRUB TURF 4D QUICK COUPLING VALVE RAINBIRD 33 DLRC STD. 535 a cc 40 1 -1 /2' WATER METER 3. 3 SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM MFG BODY BODY NOZ. OPTIONS REFERENCE CONTROLLER SEQUENCE/VALVE NUMBER 1 -112, R. P, BACKFLOW DEVICE 12. 0 /V C 1 -112' MASTER VALVE 1� 0 ❑ 360° 15' 15' STANDARD 30 DEG. TRAJ. 30 3.70 RAINBIRD SAM 1812 - 15F - STD. 537 ffivi `8 °PAIGALLONS PER MINUTE ------- -------1 -1 /4' FLOW METER 2. 18 180° 15' 15' STANDARD 30 DEG. TRAJ. 30 1 .85 RAINBIRD SAM 1812 1806 15H - STD. 537 REMOTE CONTROL VALVE SIZE CONSULTANT 2' MAIN LINE LOSS C 42 L. F. 0, 5 ® 900 15' 15' STANDARD 30 DEG. TRAJ. 30 .93 RAINBIRD SAM 1812 1806 15Q - STD. 537 �4 2" RESILIENT WEDGE RING TITE GATE VALVE WATTS 403RT-RW STD. 518 1 -1 /4' REMOTE CONTROL VALVE 8. 0 v 360° 12' 12' LOW GALLONAGE 30 DEG. 30 2.60 RAINBIRD SAM 1812 1806 12F - STD. 537UNA 1 -1 /4' MANUAL VALVE 2. 3 1 ' - 2' LATERAL LINE 2. 4 0 1800 12' 12' LOW GALLONAGE 30 DEG. 30 1.30 RAINBIRD SAM 1812 1806 12H - STD. 537 FITTING LOSS 0. 2 900 12' 12' LOW GALLONAGE 30 DEG. 30 .65 RAINBIRD SAM 1812 1806 12Q - STD. 537 5 FT. ELEVATION CHANGE 2. 2 TOTAL SYSTEM LOSSES 34, 0 ® 3600 10' 10' LOW GALLONAGE 30 DEG. 30 1.75 RAINBIRD SAM 1812 1806 12F PCS-.175 STD. 537 C' PRESSURE REQUIRED AT HEAD; 30. 0 i 1800 10' 10' LOW GALLONAGE 30 DEC. 30 .90 RAINBIRD SAM 1812 1806 12H PCS-.090 STD. 537 90° 10' 10' LOW GALLONAGE 30 DEG. 30 .40 RAINBIRD SAM 1812 1806 12Q PCS-040 STD. 537 CITY OF - RANCHO TOTAL PRESSURE REQUIRED; 59. 8 ■ 1800 8' 8' LOW GALLONAGE 30 DEG. 30 .60 RAINBIRD SAM 1812 1806 12H PCS-060 STD. 537 CUCAMONGA O 90° 8' 8' LOW GALLONAGE 30 DEG. 30 .30 RAINBIRD SAM 1812 1806 12Q PCS-030 STD. 537 AppRONED BY r4mo�m ti STATIC PRESSURE AVAILABLE, 107, 0 � 6 1800 6' 6' LOW ANGLE 15 DEG. 30 .30 RAINBIRD SAM 1812 - 10H PCS-030 STD. 537 • CITY ENGINEER RCE 24953 19k REG. PRESSURE AVAILABLE CPRE-SET) RESIDUAL WATER PRESSURE; 85,. 0 0 90° 5' 5' LOW ANGLE 15 DEG. 30 .20 RAINBIRD SAM 1812 - 10Q PCS-020 STD. 537 IRRIGATION PLAN FOR THE 1 3HW ® 180° 4'X30' 4'X15' STRIP SERIES 30 1.21 RAINBIRD SAM - - 1806 15CST - STD. 537 LIONS EAST COMMUNITY CENTER OF CITY RESIDUAL WATER 0 90° 4'X15' 4'X15' STRIP SERIES 30 .61 RAINBIRD SAM - 1806 15EST - STD. 537 / , n�oc.Tr PRESSURE REQUESTED; 22 P. S. I . � r ,', � �•� IMPROVEMENT PROJECT y."OF y 7 DiA7E °M� LOCATED AT THE SOUTHEAST CORNER oma No. REVISION DESCRIPTION DO= an OF UON STREET AND BASEUNE ROAD 15-93 -L A - 6`x8" CONC. MOW STRIP WHERE OCCURS BOULDERS LOCATED PER PLAN 2/3 c FINISH GRADE SEE BOULDER PLACEMENT DETAIL 1/3 !' ,•P �� BOULDER PLAICOE]IIT DETAIL 0 ARao Ch V CONSTRUCWN NOM 1.cn 1 - - h 2 0 34 BOULDERS LOCATED PER PLAN C-11,146 BOULDERS AND COBBLESTONES SHALL BE GREY ROUNDED RIVER BED TYPE REN. • VARIES 1'-3' BOULDERS TO BE PLACED PRIOR TO INSTALLATION OF CONCRETE MOW STRIP AND PLANTING DRAINAGE COURSE \ -FLOWLINE EXITS ROCKSCAPE (SEE CONSTRUCTION PLAN) HAND PLACE DRAINAGE COURSE COBBLESTONES IN 3-1/2" MIN. DEPTH CONCRETE BED C (500-C-2500) WITH FLATTER SIDES UP TO FORM A UNIFORM SURFACE WITHIN THE DRAINAGE COURSE. CONCAVE SECWN PER GRADE PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE (1'0 TO 3'0)FOR PLACEMENT --PCO ..� IN PERIMETER AREA OUTSIDE OF THE DRAINAGE COURSE. JO �® 95091 I'LOWLINE 2R MIN. TO 0 J 2/3 EMBEDMENT FOR STONES < 12"0 1/3 EMBEDMENT FOR STONES > 12"0 3' VATS Sept. 11, 1996 g'= COMPACT SUBGRADE TO 95% REL. COMP. 500-C-2500 CONCRETE CITY INSPECTOR SHALL APPROVE SELECTION OF STONES AND PLACEMENT BEFORE FINAL SETTING DRAWN CSB 3 1/2' MIN. THE PERIMETER COBBLE SHOULD HAVE AN IRREGULAR, NATURAL APPEARING EDGE. THE SIDE WALLS OF THE PERIMETER AREAS SHALL HAVE ADEQUATE VARIATION SO MEANDERING (4'-8') VARIABLE WIDTH AS NOT TO APPEAR ENGINEERED. COBBLE INLAY. LOCATION SECTION VIEW B-B VARIES WITHIN THE ROCKSCAPE LOCATION PER PLAN NOTE THE OCCASIONAL OVERSIZED STONE AND THE VARIATION IN WIDTH. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO INSTALL THIS DRAINAGE COURSE AS A �$T NATURAL STREAM BOTTOM. 4 --mile ` GRADUATED SIZES OF LOCAL, RIVER RUN STONES CONSIST OF 500-C-2500 CONCRETE A DRAINAGE COURSE WITH 4"0 TO 6"0 COBBLESTONES. "PERIMETER" AREA WITH 7'0 TO 12"0 STONES AND INCLUDES A RANDOM SETTING OF �•j�� THE 1' TO 3' STONES COBBLESTONE SIZE SCHEDULE Z 3 1/2" MIN. � TOTAL SIZE, PERCENTAGE MEANDERING (4'-8') VARIABLE WIDTH 4'0-6'0 607 DRAINAGE COURSE COBBLE INLAY. LOCATION SECTION VIEW A-A 7'0-12 0 207 PERIMETER COURSE VARIES WITHIN THE ROCKSCAPE LOCATION PER PLAN 110-210 10% PERIMETER COURSE 2' 0-3' 0 10% PERIMETER COURSE MEANDERING ROCKSCAPE SCALE NONE � � / CCj NOTES: �y STORM DRAIN/UNDERGROUND ^ � 1 REypvt; NURSERY STAKES UTILITIES7 R ( Y 1 2. STAKES To 9E PLUMS AND �..� / PARRALLEL. O 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. U r-IN N �., w SIDEWALK uTIL,iY ^ �J W j � 4U� I j S.L. f S CURB AND GUTTE METER 10' : S' �, TOP TIE To BE PLACED AS * MIN. MIN. LOW AS POSSIBLE ON THE \� TRUNK TO OW wNp ONE 4iALF OF SPACING FLEXING OF THE TREE. BUT TOP OF STAKES BELOW all NOT 50 LOW AS TO tA�� HEAD OF TREE WHERE . SUPPORT T DROP. !-'' SPECIES GROWTH HABIT PERMITS. LIMIT OF PLANTER AREA REQUIREMENT 4" Of COMPACTED WOOD CHIP THE HEAP TO DROP. � MAIN TRUNK � TIGHTLY COMPACTED 1' BERM TO FORM MULCH. DEPRESSED WATERING BASIN. HARDSCAPING CONCRETE HEADER, FINISH GRADE R (2) SETS OF CINCH TIES SPACED 24' �� ( ~/ MART. ATTACH WITH GALVANIZED TOP OF ROOTBAL.. TO 4' WOOD CHIP MULCH. tii CURB h GUTTER. SIDEWALK. ETC.) I .SIDEWALK -"' SCREWS TO E' LODGE POLES. R �E TOP OF ROOTBALL TO EXTEND 2' EXTEND ADM FINISH GRADEDRNE S.L. WITH DIA LODGE POLE TWE STAKES FWfSH ORK)MiAI � C 1 1 GREATER THAN DIAMETER. /- 12' 1 APPROACH � r� ��---�� � f/ W(1'H W000 PRESERVATIVE SINN. NATIVE BACKFNi WITH NO ROCKS � w j ORAE A MMNMUM OF fi' INTO V1l ct CURB AND GUTTER 'V� STAKES OUISIOE ROOT BLL. JJJ 3' BERM TIGHTLY COMPACTED w UNDISTURBED SO4L AND POSITION PLACE 70 FORM WATIERWC BASIN. , O 5, * i• M, I FRONT YARDS. IN TURF AREAS AND 1 Y. MIN. MIN. � z TOP OF ROOTBALL TO EXTEND 2' UNDERGROUND - Z STRUCTURE eg. ABOVE F GRADE. CATCH BASIN - TIGHTLY COMPACTED 3" BERM TO FORM WFOR X1-1 1 I 1 I F--1 - � TRANSFORMER VAULT. I � wATeRc BASIN ASIN REStoENrw BALL AND ROOT BA _ �I cRouNo COVER Pv.. IN ,_ATxs. LOCATE � ROOT BALL OUTSIDE Of PLANT PIT. BERMS M -I NOTES' I AREAS TO BE RECITYlIOVEp PRIOR TO CRY -�;. PLANT PIT TO BE (2) T }1t ,1 F jjt, -1yt ITRES THE -_ _- SHOVEL CUT EDGE COMPACTED ACCEPTANCE WIDTH OF THE ROOT BALL -` - PLANT PIT TO BE (2) TIMES THE NATIVE SOIL « 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER �L�L iL1-, u r i,k 3� -1 T WIDTH OF THE ROO BALL TUI 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO JNE.OF.SIGHT 11r Lic-plrlt-�� i� 1 1 CRITERIA AS APPROVED BY TRAFFIC ENGINEER.Q R 3. AT ALL LOCAL RESIDENTIAL/LOCA4 RESIDENTIAL INTERSECTIONS PLACE lot PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. - V - ,-_! M=I NOTE: 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND -� / 5A �!` ROCKS ITER WITH THAN r3' ������III I- I I 1 �L I- 1. ALS SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL OWNEDIES. E ADDITION MAINTAIN t0' FROM CENTER OF TREE TO ALL UTILITY OWNtTER SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NOTES: OWNED WATER do SEWER LATERAL LINES. e NATTvE BACKFNI WITH NO PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. Y / n ^. ROCKS GREATER THAN 3' DA. UNOISTURBED NATNE SOIL 1. UNDISTURBED NMYNE 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 5. TREES SMALL NOT BE LOCATED ON PROPERTY ONES. ` SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL -au �u -� t �,.. - �t SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND ENGINEERING OSHALL SOIL FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES R GROUND COVER AREAS. --su•- 'v:+,.'v�+r^r�k-atl--a...c x.r=�a.v 7. STREET TREES SHALL BE PLANTED AND SYNCED ACCORDING TO THE CITY 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES: I. UNTANGLE MATTED ROOTS BY LOOSEN" ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. STANDARD PLANS. TWICE ROOT BALL Wpm OF ROOT BNL. DO NOT CRACK ROOT BALL OF ROOT BILL. DO NOT CRACK ROOT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. r LEGEND ARE ESTIMATES ONLY. Q Ir- O h f w)O _ n O TREE PLACEMENT ALE 50 DOUBLE GAL ST 24D gpX SCALE 532 �- n SCALE CONTAINER PLANTING SCALE SHRUB AND GROUND SCALE ~ NONE NONE ONTAINER PLA��TIN� NONE 506 ON SLOPE 507 COVER PLANTING500% ; SCALE NONE NONE ,�LCH I�ISTALLATiON NONE cn •�- Ms Q �'►<o� w� BACKFLOW PREVENTER I Z w w ASSEMBLY _ - OBACKFLOW PROTECTION BOX NIPPLE - TYPICAL Z STRONG BOX #SBBC 45ALI CIL <ow ow (4) PLACES 5 m <O w w S vv t 0 Z 5 SCM 00 PVC UNION ° ] ROUND PLASTIC VALVE BOX elN W `r3 1 a COVER ETCHED 'IRRIGATION GATE' ; I Q4 ROUND PLASTIC PRESS BOE h •7 /- NIPPLE � Z (CARSON OR EQUAL) �l0 COVER ETCHED 'PRESSURE REGULATOR' a (CARSON OR EQUAL) U _•- BL WHITE 6' THICK X 12' WIDE < r FINISH GRADE i,a FINISH GRADE O; BLUE CONCRETE PAD (LENGTH VARIES / BRASS WYSTRAINER PER SIZE/MANUFACTURER) SNAP WITH 60 MESH m SLOPE TO DRAIN AT MINIMUM ­_7�p�- 6 REWATERPROOFWATERPROOFCONNECTOR OR EQUAL Lam'E" WATERPROOF MONEL SCREEN 2X FINISH GRADE L� � �_-� _P)UNION W _ IBALL VALVE - 1 1/2' OR SMALLER WITH BLACK ` PVC SLEEVE STAINLESS STEEL HANDLE PIG TAIL EXPANSION \ _ /tRINZATION CONTROLLER IADP (MIN.24' LONG) -� r v c- . Y . �, REQUIRED FOR IRESILIENT WEDGE - 2' OR LARGER WITH r'� PIPE THROUGH - ,,.-^ GATE VALVE 2' OPERATING Alli f1 �'� � --a Lc-�ai PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL I 1jLc p' CONCRETE PAD uL '•EPOxY COATED EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS ' ut.:.. - =7i I " z .1.i.-.�. -+ PRESSURE REGULATOR LOCKING UD. PLACE AT GRADE IN AS PER STD. " _a l' NIPPLE - TYPICAL ;LE b ✓- i.c -VALVE ^ TURF AREAS MIO 3" ABOVE IN DETAIL 520 ,� Z -FROM WATER SOURC L ' r / 2 PLACES PLANT BED. ( ) m _ - ° •++. "I^ ` -- SCH 40 PVC MALE '`x � = ITE FROM RPE TO BA CKFLOW PIG TAIL EXPANSION 3' PRVETO90% COMPACTINd ADAPTORN CONSULTANT LOOP (MIN.24" IANC) '` nc W�y�7� 4 REQUIRED N Lu i 3- (C0IAMON) I I -L /= Y .,�.., L��ccc ,ir_c �- "x---- i.t r,,","y FLOW TOBLUE METER -y -' J - 'R f I.t=s.i- uF 14 WIRES UNE TO SYSTEMS Gi RED CONCRETE THRUST BLOCK ELBOW MASTER CONTROL PER CCWD STANDARDS TYPICAL (4) PLACES Z �j�o oP BLACK VALVEGO PIPE AND RELATED FITTINGS SHALL BE PERo I% CUCAMONGA COUNTY WATER DISTRICT STANDARDS. = �'� ` „� FLOW METER CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO DIAMETER SAME NOTES: CONSTRUCTION. 1rF ^ SIZE AS FLOW METER SIZE 1. INSTALL PER LOCAL CODES. 3/4' WASHED CRUSHED DIAMETER SAME SIZE IZ 2. EQUIPMENT TO BE INSTALLED AT MINIMUM OF 24' FROM ANY AGGREGATE Sk% AS FLOW METER SIZE 3/4" WASHED CRUSHED H+ 4 I STRUCTURES OR HARDSCAPING. AGGREGATE BASE ,� 3. WHEN UNIT IS NEXT O A STRUCTURE (IE. WALL, BUILDING, ETC.) �` � V MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SLOE. NOTES: MINIMUM DISTANCE DOWNSTREAM OF 4. ORIENT UNIT PARALLEL TO STREET. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: UNINTERRUPTED PIPE (5X DIAMETER 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. Qi LeZ` A� 9Y. OF FLOW METER SIZE) 3. INSTAL- VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 1. INSTALS CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. APPROVED BY I MINIMUM DISTANCE UPSTREAM OF 6. DISIMiLA FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. p � OF FLOW PIPE (tOx DIAMETER VALVE METALS. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. CITY ENGINEER RCE 24953 DAA; K /� OF FLOW METER SIZE) 7. VALVE PER STD. 5i8 REQUIRED BEFORE BACKFLOW PRESENTER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. WHEN MAINLINE IS 3' OR LARGER. VALVE NUMBER. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. LANDSCAPE/IRRIGATION DETAIL SHEET SUesEcraNSIHE T FOR THE EAST L3 OF �3l S CENTER IKENOVATIONS PROrJEC'I' 9 EL FLOW METER SCALE q INSTALLATION 516 REDUCED PRESSURE SCALE �'�_� � SCALE E �� SCALE � `�'� � °�'� ' LOCATED AT THE SOUTHEAST CORNERNONE BACKFLOW PRESENTER NONE VALVE 3 OR SMALLER NONE PRSSURE REGULATOR VALE 519 0 REVISION DESCRIPTION DAN OF D NO. O N E NONE ENGINEER APPROVEDLION STREET AND BASELINE N E ROAD I s� 3 -�- 1 I r • � + ��5�0 ARC,y�T� 24' sTRome Bsox =� NE WITH 9TAND ALOCONTROLLER ANTENNA TO SPRINKLER - ANGLE PIPE TO ECIFIED DEPTH WITH 45' ELLS H 40 PVC MALE ADAPTOR SCH 80 PVC UNION '"�NAp ��' �RpRppF *. G1141b BRASS OONNECTORSWAOR EOIJA1 UNam HARDSCAPING(SEE NOTE 4) 22 ELECTRIC CONTROL VALVE ENCLOSURE TO BE GROUNDED PER CALSENSE CONTROLLER LOCAL CODE. GROUND ROD TO BE MODEL NO. PER PLANS S ENCLOSURE. ON PLASTIC VALVE BOX ED CONTROLLERINSIDE E mmm MARKED "IRRIGATION RCV' � - � \� R UAL _ - - - (CARSON 0 EQUAL) - - - _ - CONCRETE HEADER - ,/2• RADIUS �` OF ETCHED WITH CONTROLLER = = I I I I I-III �I-I. v AND VALVE SEQUENCE 120 VOLT DUPLEX_i �' CALSENSE HARIESS EXPOSED EDGES AND FINISH PER PLAN MIN, FINISI� OUTLET (GFCI) ^ I-III I I-III-III- I III I 1• INS (M1ST�) GRADE LEVEL AT SINN E FMMSH GRADE II II AND LOCKING SWITCH a _ _ II-II C � � GRADEI I I I TERMINAL STRIPS TO I I - I I I-I I I '( FINISH GRADE 3'-6' X 3'-6' X 6' CONCRETE MATCH CONTROLLER I I-III III I I �_ 6" OR B" N, 1 i i I FOOTING INSTALL A MINIMUM OF SIZE. ATTACH IRRIGATION I ILO - !._ _ _ 95091 CLEAN BACKFILL - SEE JOB B N O REMOTE PI GTAI L. MFG. I � I I SPECS. FOR MATERIAL. r.ryr 2X 3' ABOVE GRADE AND SLOPE PER PLANS a'rtr. SIDEWALK 3 II .. TOP TO DRAM AT MINI" OF 29< MOISTURE 1° y. f ' x {. /O N SPECS._-I = CLEAN BACKFlLL - SEE I t07f COMPACTK�I REQUIRED T -� - �+ SENSORWHERE b I _ FIELD WIRES I ( 9OX COMPACTION REQUIRED N - I I I I- I Sept. 11, 1996 N REQUIRED oq"""D" ""RE��ROL I� IN N =I I PROVIDE 6' MIN, OF SAND ,..,. _ DATE p 3' SCH.40 PVC COInI IT. I12 SI I (- - BEDDING AND SMNADDING 1111LINLESS oT>NERwISE INSTRUCTED) DRAWN C S B PIG TAIL IXPANSION 1 _ 3 RE-BAR CONTINUOUS 3' LOOP (MIN. 24' LONG) I I NON-PRESSURE LATERAL LINE: - FLOW ^ BRASS ANGLE IO CONDUIT tTT WE OF 90' ( ELL h -'1 ENCLOaIJRE MOUNT b -III I I- TRENCH SNAKE PIPE IN y I-I . . . . . . .. . . . . . . . . . . ' ' ' 120 WIRE _ _ 1 I 111 ( VALVE W/UNION = I I -III I I-I b 3 - 3/4• WASHED III= CONTROL WIRE SLEEVE - . Pyp _ -RUSHED AGGREGATE '� _III NOTM -III PRESSURE SUPPLY UNE: I I I I I I . . . . - SIZE PER PLAN INSTALL ?? ��• _ _ SCH. 40/CL 315 SNAKE HEAVY DUTY WEATHER - RESISTANT I I-I PIPE IN TRENCH �T( pQ PHOTO ELECTRIC SMIRCHFG•FOR SECURITY 1. INSTALL CONTROLLER PER MPRINTED I NSTRUCTI DNS AND PER LOCAL I���ILLLVIII I-I I III- I I I ADJACENT TO PRESSURE {d,'"p,•l io ' �' 4 LIGHT COMAl10L AS RMURM PER CODES, LOCA7I ON TO BE APPROVED IN FIELD BY THE CITY INSPECTOR j _ _�I SUPPLY LINE SCH 80 PVC NIPPLEPLANS, ® PRIOR TO COISTRUCTIO4 . . . - - =I =-CONTROL WIRES - BUNDLE III - - - - _ _ CONTROL k COMMON WIRES B CONTROL VI RE SEQUENCE TO CORRESPOND TO THE PLAN'S DESI GN I III + - AND TAPE AT 15' O.C. AND - PRESSURE SUPPLY LINE T TO CALSENSE CONTROLLER MODEL NO. SEQUENCE OF REMOTE CONTROL VALVES. III - I ( III PRESSURE ESSUPPLY LINE I III-III III I I I�I I I_ SLEEVE - SIZE TWICE PER PUNS SUPPLY OF PRESSURE REFER TO CONTROLLER 3 RUN ONE EXTRA MIRE (COLOR+ ORANGE) TO FARTHEST RCV ON EACH I- I I I -ITT I I I I- i I I�I I � SUPPLY LINE PWN.LAnON SM. 524 BRANCH OF THE MAINLINE FOR FUTURE USE, PIGTAIL EACH ORANGE I -CJI 8" ' MIRE AT THE ENCLOSURE. 6' TMP. PROVIDE 8 NMN" D SAND BEDDING AND SMNADDMNG NON-PRESSURE LATERAL BRASS NIPPLE FINISH4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. UNE SLEEVE - SIZE TWICE GRADE I I 6 GROUND ROD s, NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE NOTES: DIAMETER OF NON-PRESSURE NOTES: SCM 40 PVC SXSXT TEE P SUPPLY LINE R' 9CH 40 CONDUIT I. I( I I I I CONTROL VALVES, FOR SECURITY LIOIrt MIN. 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL UNE 1. PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/8' EXPANSION O FOR S 2 120 VOLT WIRE MI RR)ID JOINTS AT 20'-0' O.C. NOTES:1.INSTALL CONTROL VALVES A MINMIUM OF 12' FROM STRUCTURES OR HARDSCAPING. :v �, ':� '° .,, STEEL LT WIRE IN 6• ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF AT BOTH ENDS. 2. 8' WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND • 2.INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SOEWALKS. ;:•, LOCAL CODE) NOTE: 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANCES IN DIRECTION' 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CRY PRIVATELY-MAINTAINED AREAS. 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPMNG. INSTALLATION OF VALVE BOX. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18' MIN. DEPTH STD. NO. 120 (24• MMI. TO 36" MAIL DEPTH TO TOP OF PIPE BELOW 3. CONCRETE TO BE 520-C-2500 MIN. 3' AND LARGER 24" MIN. DEPTH .PLACE AGGREGATE PRIOR TO INSTALLATIONW V 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND • VALVE NUMIXR. u n SCALE !�/� UP4 � GALE SCALE SCALE 534 SCALE CONTROLLER ENCLOSURE SCALE _ CONTROLLER ASSEMBLY S SZ�� ACHING 532 TYPICAL SLEEVING NONE 533 CONCRETE HEADER NONE REMOTE CONTROL VALVE WITH 5� � INSTALLATION - TYPE A NE TYPICAL TRE NONE �:) 4) SHUT-OFF VALVE do UNION NONE 520 TYPE B NONE NO u $:�0 P-04o AUTO DRAIN VALVE POP-UP TURF HEAD BODY SET TO 1/4" ABOVE FINISH GRADE H-POP SHRUB HEAD BODY SET TO -TYPICAL LATERAL LINE SPACING � Z U FINISH GRADE 1/4- ABOVE FINISH GRADE 24 = u FINISH GRADE cz j o RAIN BIRD 33 DNP WITH PURPLE - RUBBER CAP - SUPPLY ONE KEY - - - _ _ `e PER 12 QCV'S INCLUDING HOSE I - - -- -- �� v, SNIVELS. HARDSCAPINGr - =1 CONNECTOR OR EQUAL - -- -- r l (� 6�r I III I I - II II __ U �., FINISH GRADE - INSTALL w ENOUGH WIRE TO EXTEND WIRE- - WIRE SERVICE LOOP (LOOP U -- -- -- PLANTER BED ONLY ..� 91 _ -- _ V-17 ;I 1- • MAxwM I BUNDLE 6" ABOVE GRADE) -_ - - -_ �I i' >•:i i yi:i.J.s SPLICE BOX COVER D " . � ►:. ..:► SCH 60 PVC NIPPLE � I I LOCKING TOP ETCHED •s.e' V-16 O �/ 3/411 SCH.40 PVC HEADER _ i REMOVE �,i•� - �.. w ...a.. .. . (MINIMUM 2" LANE) I _- - �• AT GRADE IN LAWN AREAS PIPE I ' O .� SCH 40 BRASS NIPPLE 12' �- SCH 80 NIPPLE - 6' LONG SCH 40 PVC SCH 40 BRASS 91 ELL T X T 90' ELL L� r SCH 40 BRASS 9(f STREET ELL STAINLESS STEEL MARLEX QO STREET Ell _F SCH 40 BRASS NIPPLE - SCREW CLAMP � MINIUM (3) PLACES 24" LANG u SCH N10 PVC 9O STREET ELL 4 REBAR STAKE ELL BOX.X 1CARSON OR E QUAD METER t24' LANG) MARLEX 90' W STREET ELL �o +,\ NON-PRESSURE MARLEX 90' STREET ELL V LATERAL FITTING -PRESSURE MAN" 90' STREET ELL LATERAL FITTING I - NON-PRESSURE LATERAL LINE NON-PRESSURE LATERAL LINE C8 AL (PVC NIPPLE PLACES O ANTI-DRAIN VALVE AS REQUIRED NOTE. AUTO DRAIN VALV E--" , 1. LOCATE HEAD 2" TO 6' FROM WALKS. CURBS, NAR(WAPMNG. MOW STRIPS, NOTE: I11 PVC SLEEVES I 'I STRIPS AND EDGES OF LAWN. 1. LOCATE HEAD 2' TO 6' FROM WALKS, CURBS, HARDSCAPING. MOW AND EDGES OF LAWN. PRESSURE SUPPLY 2. USE TEFLON TAPE ON ALL MALE THREADS. 2. USE TEFLON TAPE ON ALL MALE THREADS. 24 VOLT WIRES. TAPED AND LINE FITTING 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE BUNDLED AT 15 FT. INTERVALS I O h ING FEATURE AS PER THE IRRIGATION PLAN. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. �_ PRESSURE SUPPLY LINE 2 CU. FT. PEA GRAVEL _ O COMPENSATING 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. -- CONTRACTOR TO USE NETAFIM DRIP UNE i i/ EXISTING SLEEVE f`J 1211 DRIPPER SPACING V O k i I i � ' SCALE / - W �Ia SCALE _ SCALE 540 LIONS COMMUNITY CENTER QUICK COUPLING VALVE WITH METAL SCALE SPRAY HEAD 537 HIGH POP UP SPRAY HEAD 539 24 VOLT SPLICE BOX '- STAKE - FOR NON TURF AREAS NONE 535 POP-UP NONE NONE NONE L.• t M<e• Z 3I I II V-15 CL t_.. i II i V-14 = v W�� 1 RAOORD-MAXUET MICRO HI-POP SHRUB HEAD BODY SET TO I 0 3"IN PLANT BEDS 3 ' SPRAY INSERT.SEE LEGEND 1/4•ABOVE FINISH GRADE FOR SPPAY PATTERN MULCH AT GRACE IN LAWN AREAS 2 I 3 FINISH GRADE 1 I a r-� AUTO DRAIN VALVE � v z M a - V-8 V-13 j zv III a 1* V-12 MVP NOTE: 3. 2 SEE SHEET L-2 FOR EXISTING IRRIGATION SYSTEM AND VALVE LOCATION. CONSULTANT �- 7 I Q BRASS ANGLE VALVE WITH UNION•SAME SIZE AS FICV 6 • �D ®PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN SCH 40 PVC STREAM PRESSURE GAUGE.(ORIENT GAUGE SUCH THAT ITS READABLE) j MARLEX W°STREE L 90°STREET ELL Qi NETAFIM DRIP SYSTEM AROUND BUILDING SALCO DYSFG-PLAN SIZED 3 REMOTE CONTROL VALVE-RAIN BIRD SERIES-PLAN SIZED MARLEX 901 STREET ELL SCALE: LATERAL FITTING SlA•'�..G• 111�2CI1 4 SCH.80 CLOSE NIPPLE-SAME SIZE AS RCV 5 FIXED P.S.I.REGULATOR-LINE SIZED NON-PRESSURE LATERAL LINE TYPICAL 12)PLACES 6 SCH.40 PVC SXSXTTEE AN 7 PRESSURE SUPPLY LINE TI-DRAIN VALVE AS REQUIRED SCH.80 PVC NIPPLE-SAME SIZE AS RCV LEGEND: NOTE: CITY OF RANCHO CUCAMONGA 9 SCH 40 PVC FITTING 1.LOCATE HEAD 2*TOFFROMWALKS.CURBS.HAROSCAPMNG.MOWSTRIP: 1. 3/4"DIAMETER DRIP TUBE. PLASTIC VALVE BOX AND LOCKING COVER ETCHED"IRRIGATION AND EDGES OFUWN 2. AUTOMATIC DRAIN VALVE,NETAFIM MOD.NO.TL050MFV-1 W. CONTROL VALVE"(CARSON OR EQUAL) 2.USE TEFLON TAPE ON ALL MALE THREADS. 3. 9'DIAMETER PLASTIC VALVE BOX. , p�� 1 SOLENOID WIRES.PIG-TAIL EACH 36"LONG 3.WSTALLHEADSWITHINTERNALCHECKVALVEANDPRESSURECOMPENSATMIG 4. 6"CRUSHED GRAVEL. �PttV��R.i FROOMME�� ���pp �/4� AGGREGATE NEER `/ CRASHED G N 11 1 EW NEER WA$I-NEO FEATURE AS PER THE IRRIGATION PU C 53 RCE 249 DA ,�: NOTES: 1. INSTALL CONTROL VALVES A MINIMUM OF T2"FROM STRUCTURES OR HAROSCAPING. �.HEAD CONNECTION AT BOTTOM INLET DNLV SHW 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. A,t 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. L�11,DSCAPE/IRRIGATION DETAIL HE KAoF ON 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. �� ' FOR THE EAST CITY OF RANCHO CUCAMONGA, CALIFORNIA ,rumwe.c ru:� ,>PPROVFDBY. STANDAROPUN Q CITY REQUESTED CHANGES, ADD DRIPPER LINE, DRIP TER� LIONS CENTER RENO VATIONS OF REMOTE CONTROL VALVE VALVE 12 PCPUP W/MAXIJET NOZZLES AUTO DRAIN \ALVE JAF s-I - - SHRUB SPRAY-MODIFIED I _ FOR DRIP IRRIGATION 521 HI POPS 539 f1�7� ..'- 'E'•'h u+cn„c..:ec .r. nr:e.. �e v�r�n „i_. n.-rvo-: , I tiIYENGINLLP DATE a SE WITH STANDARD SPF ICAT IONS FOR PUBLIC WORKS CONSTRUC TION ` n SHEET, x, ��/�Q1M���� �./� p LOCATED AT THE SOUTHEAST CORNER ORNA o NM .24953 nr .. r „s HC RGVIJw�� DESCRIPTION DEg10N1 CRY AUTOMATIC FLUSH VALVE O OF LION STREET AND BASELINE ROAD l5 3 • • S�0 ARC,y/r ' A 24• �, swNDNa N�24ss/tai STAND ALONE CONTROLLER HATH ANTENNA TO SPRINKLER -ANGLE PIK TO ECIFIED DEPTH WITH 45' ELLS H 40 PVC MALE ADAPTOR ,* C-11446 * „ `? SCH 80 PVC UNION BRASS OR,�VC�MPPLE DONNE"_.'S ITER QPROOF ❑ N _ FyRDSC�Ip1NG(SEE NOTE 4) ELECTRIC CONTROLOR EVALVE ENCLOSURE TO BE GROUNDED PER LOCAL CODE. GROUND ROD TO BE CALSENSE CONTROLLERS—� S PLASTIC VALVE BOX • INSTALLED INSIDE flICLONN>E MODEL N0. PER PLANS '� \ sm MARKED 'IRRIGATION RCV• - — — _ O` � (CARSON OR EQUAL) I CONCRETE HEADER - 1/2• RADIUS ETCHED WITH CONTROLLER — L— _ _ EXPOSED EDGES AND FINISH PER PLAN AND VALVE,SEQUENCE CALSENSE HARNESS = — I� I I I II I I I I I�I LIFO VOLT DUPLEX----I' � ��+IIIIII INSTALL A; GRADE LEVEL AT SWA1E Z_ IN PLANT tft MAIN OUTLET (GFCI> 0 _ _FIF, I ' rl 1• Ml LAWNNFI ISH GRADE GRADE AND LOCKI NG SWI TCH TERMINAL STRIPS TO " 1I I —� I _ I 3'-6" x 3'-6' x i•CONCREZE MATCn CONTROLLER !1 - 6. OR 8• MIN. I i I i FOOTING *IS'TALL A WOOMUM OF SIZE. ATTACH IRRIGATION III �_ FINISH GRADE f , 3'MOVE GRADE MIO SLOPE REMOTE PIGTAIL. MFG. 3 !11 — = CLEAN B OR Mok — SEE JOB NO95091 — SPECS. FOR MATERtAI.. y• ,PER PLANS 90% COMPACTION REQUIRED�.,,_.J 10► TO DIMII AT IMIUY OF 2fi. }ySIOEWNJ( Z ( I � o jX _ _ MOISTURE '! � f '. — SENSOR -, •.r FI ELD WI RES - _ CLEAN BACKFILL - SEE PECS FOR MATERIAL • I I i -u WHERE ;, i i ♦ — SpOX COMPACTION REQUIRED I L- p REQUIRED / '"'� w N 1 I I I " _� ►_ ' ` I' DATE Sept. 11, 1996 k w Q 3• DCK40 IIIC — I I I ; PROVIDE 6• ANN. OF SAND 3• PIG TAIL EXPANSION �- -� I I— 1 BEDDING AND SHADD04G , LOOP (MIN. 24• LONG) 120 VOLT WIRE IN RIGID STEEL 6• ( I I NON-PRESSURE LATERAL LINE: _ — — . . . . . . 3 RE-BAR CONTINUOUS p/� ANGLEOry DO• � ELLCONOW =III SCH. 40 SNAKE PIPE IN " I—I' RUNLESS OTHERWISE INSTRUCTED) D f«1W N C S B FLOW " ( V�W/UUMON 1O P0I147t�E a G1MEt ENCLOSURE MOUNT p —I 1—� TRENCH =- 0 3 -34• WASHER _ n -III i— PRESSURE SUPPLY LITE: _ I I+ I III'' _ ChUSHED AGGREGATE L — �� HEAVY 011Tr WEATHER - RE515TANT NOTES, _ - SCH. 40/CL 315 SNAKE I I i� CONTROL WIRE SLEEVE ",d.°o•P ap .�:L'P ~4• PHOT 0 MSL SWITCH ILEO FOR PER 1. INSTALL CONTROLLER PER IFG PRI NTED I NSTRLICTI ONS AND PER LOCAL I I— --i I l- PIPE IN TRENCH _ �► . . I i SIZE PER PLAN INSTALL _ _ - ADJACENT TO PRESSURE �•' U CODES. LOCATION TO BE APPROVED IN FIELD RY THE CITY INSPECTOR — II � :. —II • _ SCH 80 PVC NIPPLE ® PRIOR TO CONSTRUCTION I I I I SUPPLY UNE o • I—I �_:• / G __,_+ 7=—CONTROL. WIRES - BUNDLE I I I - CONTROL k COMMON WIRES 2 CONTROL WI RE SEQUENCE TO CORRESPOND TT] THE PLAN S DESA GIN I I .xky y�. �f 4 AND TAPE AT 15' O.C. AND -I — PRESSURE SUPPLY UNE CA-SENSE OONIRDLLJi7t YODEL N0. SEQUENCE OF REMOTE CQNTROL VALVES. ,� III INSTALL ADJACENT TO = SLEEVE - SIZE TWICE REFER A CONTROLLER 3 RUN ONE EXTRA WIRE (COLOR ORANGE) TO FARTHEST RCV ON EACH —I 1 i NII i ;I SUPPLYPRESSURE II—LINE III I1 I III—I(I- DIAMETER OF PRESSURE --1 I —I�I I ~I SUPPLY LINE fWALLATION SID. $24 DRANCH OF THE MAI NLI HE FOR FUTURE USE. PIGTAIL EACH ORANGE I I— 6" TVP. �I� 6• �' WIRE AT THE ENCLOSURE. I� PROVIDE 6• AHI. OF SAND BRASS RIPPLL FINISH 4. COMMON VI RE TO BE W I TE AND CONTROL WI RE TO LIE RED I N COLOR. BEDDING AND ~ LINE SLEEVE -NON-PRESSURE ITERAL GRADE 8' GFAXM ROD TE DIAMETER OF NON-PRESSURE NOTES: - Z SCM 40 PVC SXSXT TEE PRESSURE SUPPLY LINE Y SCH 40 CO/OINT S NO SPLICES SHALL IE MADE BETWEEN CONTROLLER AND RENO NOTES: FOR SECURITY OUTTIGHT LAIN. I 11 I I CONTROL VALVES. 1 ALL SLEEVES TO BE SCH 40 PVC. LA �'L' UNE 1. PROVIDE SCORE JOINTS AT 10' 0. O.C. AND 3/8 EXPANSION O NOTES: FORWIRIS 120 VOLT WIRE IN RIGID 4, � ., ,: N;, ALL ELECTRICAL DEVI CES SHALL 1E GROLN/DED PER LOCAL CODE. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF NARDSCAPIWG AT BOTH ENDS. JOINTS AT 20'-0. O.C. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR FiARDSCAPING. ,. l (PER 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. �; , : PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. 8• WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND W GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HAROS IDEWA. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY PRIVATELY-MAINTAINED AREAS. 2. PRESSURE SUPPLY LITE 2 1/2' ANo SMALLER 18• ANP. DEPTH STD. N0. 120 (24• MIN. TO 36- MAX DEPTH TO TOP OF PAPE BELOW 3. CONCRETE TO BE 520-0-2500 MW. 4.PLACE.ur"EGATE PRIOR TO INSTALLATION OF VALVE BOX. 3• AND LARGER 24• ANN. DEPTH � ) S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. U U SCALE SCALE SCALE CONTROLLER ASSEMBLY SCALE SCALEHEADER 534 REfrIOTE CONTROL VALVE WITH SCALE CONTROLLER ENCLOSURE 5 ►+ �� _ 524-SP TYPICAL TRENCHING 532 TYPICAL SLEEVING NONE 533 CONCRETE NONE VALVE & UNION 520 TYPE B NONE INSTALLATION TYPE A NONE NONE SHUT—OFFNONE r l � O V 1 043ct POP-UP TURF HEAD BODY SET TO 1/4 ABOVE FINISH GRADE FINISH GRADE III-POP SHRUB HEAD BOOP SET TO W Z u 1/4• N3E FWLSN GRADE W uFlWSH GRARADE �J O RAIN BIRD 33 DNP WITH PURPLE I I I ^ /� RUBBER CAP - SUPPLY ONE KEY I I — — _ v , PER 12 OCV'S INCLUDING HOSE _ TITE" WATERPROOF SWIVELS. �N� _ III CONNECTOR OR EQUAL r�I A - , uv Z FINISH GRADE - WALL W I I I I I I WIRE SERVICE LOOP (LOOP i PUNTER BED ONLY �i '� — —_ pCfiEN u18• MAXIMUM ENOUGH WIRE TO D WIRE - _ BUNDLE 6• ABOVE GRADE) . ro f� . SPLICE BOX COVER WITH con N •SCH 80 PVC NIPPLE LOCKING TOP ETCHED •S B.• O " I 7-7 11 (MINIMUM 2• LONG) AT GRADE IN LAWN AREAS • SCH 40 BRASS NIPPLE 12' I I SCH 80 NIPPLE - 6• LONG SCH 40 PVC �W PLANTER BEDS SCH 40 BRASS 90' ELL T X T 90' ELL SCH 40 BRASS W STREET ELL STAINLESS STEEL MARLS X 90' STREET ELL u SCREW CLAMP SCH 40 BRASS NIPPLE - MINIMUM (3) PLACES 24• LONG SCH N!0 PVC 90 STREET ELL 4 REBAR STAKE 12• X 18 GREEN PLASTIC METER R24� LANG) MARLEX 90' ELL SCH 40 PVC u W BOX. CARSON OR EQUAL LRESSURE ATERAL FITTING -PRESSURE WELL 90 STREET ELL Sc LATERAL FITTING MARLDX 90 STREET ELL x NON-PRESSURE LATERAL LINE 0 NON-PRESSURE LITERAL LINE SCH BO PVC NIPPLE TYPICAL (2) PLACES ANTI-DRAIN VALVE AS REQUIRED NOTE: 1. LOCATE HEAD 2' TO 6• FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, NOTE: AND EDGES OF LAWN. 1. LOCATE HEAD 2• TO 6• FROM WALKS, CURBS. HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. PRESSURE SUPPLY 2. USE TEFLON TAPE ON ALL MALE THREADS. 2. USE TEFLON TAPE ON ALL MALE THREADS. 24 VOLT WIRES. TAPED AND UNE FITTING 3, WALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE BUNDLED AT 1 S FT. INTERVALS COMPENSATING FEATURE AS PER THION E IRRIGATION PURI. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. G 0 PRESSURE SUPPLY UNE 4. HEAD CONNECTION AT BOTTOM INLET ONLY. � 4. HEAD CONNECTION AT BOTTOM INLET ONLY- ow CU. FT. PEA GRAVELG t V � ww 1- ' SCALE SCALE QUICK COLFUNG VALVE WITH FETAL SCALE SCALE 537 HIGH POP-UP SPRAY HEAD 539 24 VOLT SPLICE BOX 540 535 POP-UP SPRAY HEAD NONE NONE N STAKE FOR NON TURF AREAS NONE NON E � w w t w w t O w w = V w W w V- U = O; W = � V a CONSULTANT r• _ CITY OF RANCHO CUCAMONGA PEDOMMEM= W. APPROVED BY CIN ENGINEER RCE 24953 jK DATE: 1Z WIrIA LANDSCAPE/IRRIGATION DETAIL &AEO alloW'0N SW FOR THE EAST L4 of ' IONS CENTER RENOVATIONS�. y of y BY WE BY MAR LIONS AT THE SOUTHEAST CORNER oRawlNc Na Q REVISION DESCRIPTION �+ qTM OF LION STREET AND BASEUNE ROAD • ,, I st3-L .. 1