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Lions Community Center East
E f w 1 - ARSHEET INDEX v LIONS COMMtJNITY CENTER * G11446 i REN. OF CA Architectural .Plumbing T-1 Title Sheet P-1 Symbols & Legends A-1 Site Plan P-2 Plumbing Plan J o B NO 95091 A-2 Demolition Plan DATE Sept. 11, 1996 A-3 Floor Plan DRAWN s A-4 Enlarged Plans, Sections _ A-5 Tile Layout Plan I A-6 Tile Patterns Electrical EAST LIONS PARK . Plan E-1 A-7 Reflec C g Symbols & SchedulesCITY OF RANCHO CUCAMONGA E-2 Demolition Plan W z A-8 Roof Plan � C)A-9 Ext. Elevations E-3 Lighting Plan Z C ' � ase ine • A-10 Door & Window Sch. E-4 Power Plan W , U Single 9191 B I Rd A-11 Finish Schedule E-5 S 9le Line & Panels � A-12 Int. ElevationRancho uca 0 a , Ca . s C g • U A-13 Int. Elevations H p A-14 Int. Elevations T� STANDARD SYMBOLS AND ABBREVIATIONS A-15 Int. Elevations � A-16 Int. Elevations Civil ABBI�E'1/IATIONS SYMBOLS A-17 Int. Elevations C- 1 Clearing, Grubbing, U AB. ANCHOR BOLT EQ. EQUAL JAN. JANITOR RAD. RADIUS 4 CENTER LINE DATUM POINT O �� ABV. ABOVE EXH. EXHAUST JB. JAMB R.D. ROOF DRAIN 0 DIAMETER /� A/C AIR CONDITIONING NF EXIST. EXI5TIN6 JST. JOIST REINF. REINFORCED L ANGLE A-18 Details and Removal Plan O "I AGOl15T. ACOUSTIC (Al� EXP. EXPOSED READ. REQUIRED 4 AND I ADD'L ADDITIONAL EXT. EXTERIOR K.P. KING POST W. ROOF I AT A-19 Details C-2 Precise Grading Plan V ADJ. ADJUST RM. ROOM ' _ � ALT. ALTERNATE FD. FLOOR DRAIN LAM. LAMINATE R.R ROOF RAFTER ' NGH A � — MATCH LINE / GRID LINE ALUM. ALUMINUM FON. FOUNDATION LAV. LAVATORY R.5. ROUE3Fi SAWN �� OR A-20 Details C-3 Construction Plan ANOD. ANODIZED F.E.G. FIRE EXTINGUISHER CABINET LB. POUND F.F. FIN15H FLOOR LOW. LOUVER S.G. SOLID GORE ENLARGE PLAN / DETAIL NO. W. BOARD F.S. FINISH GRADE , FIXED GLAss LTwT. LIGHT INE16FiT 50-r-D. SCHEDULE A-21 Accessibility Notes C-4 Detail Sheet—Civil BLDG• BUILDING FIN. FINISH SEG. SECTION SHEET NO. j BLK. BLOCK (IN6) FIXT. FIXTURE MAS. MASONRY SHT. SHEET C-5 Detail Sheet-Civil O r BM. BEAM FLR, FLOOR MATL. MATERIAL SHT6. SHEATHING { BLDG. SECTION LETTER B.N. BOUNDRY NAILING FLUOR FLUORESCENT MAX. MAXIMUM SIM. 51MILAR BOT. BOTTOM F.OB. FACE OF BLOCK MB. MACHINE BOLT SPEC. SPECIFICATION (5) SHEET NO. � BTWN. BETV�EEN F.O.S. FADE OF STUD MECH. MECHANICAL I� F.O.W. FACE OF WALL MED. MEDIUM 5TD. STANDARD GAB. CABINET FR. FRAME MFR. MANUFACTURE (R) (INS) 5TL. STEEL WALL SECTION NO. `\ GER. GERAMIG FRM6. FRAMING MIN. MINIMUM STOR, STORASE J G.I. CAST IRON FT. FEET M15G. MISCELLANEOUS 5TRl1GT. STRUCTURE (AL) SHEET NO. GLR. CLEAR FTG. FOOTING (5) MTD. MOUNTED Structural < -01-6. GEILIN6 Ta- T TEMPERED �— ELEVATION ORIENTATION / NO. GNC MU CONCRETE MASONRY UNIT &A. &AU6E TEL. TELEPHONE SO.1 Plans, Details, & Notes O C.O.F. CENTER OF FRAME &ALV. GALVANIZE (D) N.I.G. NOT IN CONTRACT THK. THICK SHEET NO. COL. COLUMN &B. 6YP5UM BOARD NO. NUMBER TAB. TOP OF BEAM COMP, COMPACT 6.1. GALVANIZED IRON N.T.S. NOT TO SCALE T.O.G. TOP OF CONCRETE SO.2 Details Landscape GONG, CONCRETE &LB. &LUE LAMINATED BEAM T.O.F. TOP OF FRAME El— ELEVATION / SECTION / in 0 CONN. CONNECTION GYP. SYPrSUM O.G. ON CENTER T.O.L. TOP OF LEDGER CONST. CONSTRUCTION OPN6. OPENING T.O.P. TOP OF PARAPET FCR. PLAN NOTE No. L-1 Landscape Plan o DONT. CONTINUOUS HB. HOSE BIBB OPP. OPP051TE T.O.S. TOP OF SHEATHING G.T. CERAMIC, TILE H.G. HOLLOW GORE 05A. OUT5IDE AIR T.O.W. TOP OF WALL �-- SCHTDMNO• EsSORY L-2 Irrigation Plan d U HDR. HEADER OV. OVER TYP. TYPICAL D L. DRIN6 FOUNTAIN HDBD. HANDICAPPEDSOARD P. P05T U.N.O UNLESS NOTED OTWRK15E M L-3 Detail Plan-Landscape NAME - U DIA. DIAMETER H6R. HANGER (5) P.A. PUBLIC ADDRE55 UR URINAL W N DIM. DIMENSION H.M. HOLLOW METAL P.G.G. PORTLAND GEMENT GONG. DOOR SCHEDULE L-4 Detail Plan-Landscape DN, DOWN HORIZ. HORIZONTAL P.J. PANEL JOINT V.G.T. VINYL COMPOSITION TILE '� '� :! 00 DP. DEEP HOUR HR. PL. PLATE VERT. VERTICAL COLOR SCHEDULE NO. U MLO DDOOR HEISHT PLAS. PLASTER HVAC, HEATIN6 / VENTILATION PLN. PLAN (5) PV WITH Mechanical d z 0 D..S5. DOWNSPOUT DWS. DRAWING (5) AIR CONDITIONING PLYW'D PLYHOOD W.G. WATER GL05ET REVISION NO. PNL. PANEL WD. P4000 M-1 Schedules & Legends E- _ Y 0 °' EA. EACH INFO. INFORMATION PR. PAIR W.H. WATER HEATER '— ' ELEC. ELECTRIC (AL) INSUL. INSULATION P.S.I. POUNDS / SWARE INCH W/O WITHOUT Q ELEV. ELEVATION OR ELEVATOR INT. INTERIOR W.R. WATER RESISTANT nU REVISEDAREA M-2 Demo Plan-Meeh. _ 0) Pr--)CT. WAINSCOT M-3 Remodel Plan-Meeh. = W _j I M-4 Sections, Details a = o VICINITY MAP =TANTSCONSULAB CATION � Details w U - Control D a & ` � M 5 Co g H � C, -�+� w •- air Z 11 1•L/ARKI M04A O .i AVE w !' THIS PROJECT SHALL COMPLY WITH TITLE 24 ARCHITECT PETER J. PITASSI, A.I.A. L —RZ—9 a 1. RANCHO PETER J. PITASSI, ARCHI'T'ECT 909/980-1391 1 AND THE 1994 U.B.C.,U.P.C.,U.M.C.AND THE 1993 NE.0 t 7 ■lfRE su. � p. Q ao � 8439 WHITE OAK AVE. SUITE lOS (Fax)909/944-5814 nIZT a HEATHER 5 CUCAMONGA ` 19TH ■v o z cww6oio j RANCHO CUCAMONGA,CA. 91730 (Email) pjpa� (a,p -- OCCUPANCY: A3 is rimenet.com St �� STRUCTURAL ENGINEER RICK BYRD, S.E. t oow Av w oW hEr.AV _ 'IG 9300 � 8 O100 CONSULTANT I BYRD AND ASSOCIATES 909/483-0200ST r o_ g___ W r 20 W TYPE OF CONSTRUCTION: TYPE V. NON RATED 10134 SIXTH ST., SUITE A (Fax)909/483-0205 ` Ty 62 OCE w ST I S j PARK RANCHO CUCAMONGA,CA. 91730 �s* BASIC ALLOWABLE FLOOR AREA 6.000 sq. fl. ,.. v 18TH Sr r" ' ' Y aAHo,Ha t a ` T zICTORIA MECH.,PLUMB.,ELECT. ENGINEER KEVIN KEYFAUVER P.E. 9. LA < ,r < < Per U.B.C. Table S-b S&K ENGINEERS 818/930-1383 �'�A 7�� �► RMQKM , S ►< ►101+' '�A" 1 ` r 4 310 E. FOOTHILL BLVD., SUITE 100 (Fax)818/930-1385 ' o n 4 s'C Alta' d s, >V !— ALLOWABLE FLOOR AREA INCREASE: 38'-0" to West Property Line ARCADIA, CA. 91006 '1. VIN ' — > Per U.B.C. Section 505.1.3 38'-0" -20'-0" 18'-0" r1 LA G2 n u vtnf ST Loma u vH sT o INTERIOR FINISH CONSULTANT BETTY NOLL WOOD, ASID f" S PRONG A Z ST Po _V 18 x 5 = 90%Increase DESIGN WEST 909/899-7128 fC�fT1f < E W ; At TA CT 6000 x 1.9 = 11,400 sq. ft. 11 ANNANDALE LANE ( Fax)909/899-7129 � ; SA �►+ � u R RANCHO CUCAMONGA, CA. 91739 �� °R AW Lou i < D1 Ahs '~ ACTUAL BUILDING FLOOR AREA: 11, 384 sq. fl. LANDSCAPE ARCHITECT LAURA BONACCORSI _ Mf CH. ROBES - 5T Lofn� R .fn �w CITY OF RANCHO CUCAMONGA �tfx ST • BASE LINF $ 1 CITY OF RANCHO CUCAMONGA 909/477-2740, ttwA. -BASE LINE c. or c.l p v fM RD Pip v�oo 10 200 Pf IOMM ENGINEERING DEPARTMENT U MM _ _ I �� � � RECO ENDED BY- ENGINEERING REQUIRED- LIONS EAST: - 11,384 + 250 45 10500 CIVIC CENTER DRIVE _ a RED Hlll 5 a AbCT' gJ J n !' J :illONw000 V� 1 per 250 gross square feet P.O. BOX 807 x _ — cA A«Ao,�` WE' D Af"� ST APPROVED BY: 1^ RANCHO CUCAMONGA, CA. f1ALM ST � �� � CITY ENGINEER RCE. DATE. PARKING REQUIRED-LIONS WEST: 9,871 + 250 = 39 l Munn �° ►Ali Kro �* _ "► ; `; =r� CIVIL ENGINEER JOE O'NEIL, C.E. °.�l = `�� I I "I 5""' ' SUBSECTION SHEET 1 per 250 gross square feet CITY OF RANCHO CUCAMONGA 909/477-2740 l '* f " V17 3 as A#OWA °�� s ` Total Spaces Required 84 ENGINEERING DEPARTMENT RED „ pro Z OF- JW NCH W UHo 2 Plan Check Comments /�/ 10500 CIVIC CENTER DRIVE NIL = /`�/ ,�-� ,�. It IA0O1 J rfwsT W 10o STANDARD P.O. sox 807 o �u_ = o �;. I< }, < < 0 1 Addendum No. 2 9/ss/9S PROJECT SHEET PARKING PROVIDED: RANCHO CUCAMONGA, CA. p _ VIA .. c� ,, s W OF - 6 H.C. `�- ' v o~ DRAWING N0. 'd 2 VAN < �'w aAu`T''y*�'�`- *• owx W n - 1 BY DATE 9Y DATE 108 Total Spaces c _ _ ` A a. T-1 Q 1 �. REVISION DESCRIPTION DESIGN CITY ENGINEER APPROVED i i .1 —E To — — — — — SEO ARC'y/�. SITE PLAN NOTES C-11446 �. ElEXISTING BUILDING J+ REI. OF C D - I 4� NEW RETAINING WALL 5❑ NEW STAIRS JOB N 0 95091 i © _ DATE Sept. 11, 1996 NEW WALK DRAWN g� NEW CURBS NOT A PART - SEE ALT PARKING DRAWINGS I REMOVE EXISTING WALL I 10 NEW TRASH ENCLOSURE --- I D r 11 REMOVE EXISTING WALK I 12 NEW CURB RAMP P4 j I I 13 NEW STRIPING PER CITY STANDARDS I H.C. STRIPING AND SYMBOL PER CALIF. BUILDING CODE. 14 FLAGPOLE NO.1 - 20'-0" HIGH I I o I I • L--- ( 15 FLAGPOLE NO.2 - 25'-0" HIGH Z 16 BENCH, SEE SPECIFICATIONS LIONS WEST BIKE RACK U NOT A PART - SEE LIONS WEST DRAWINGS PROVIDE 3 1' AND 2 2" DIAMETER CONDUIT WITH PULL ROPES. CAP Al 18 AT WEST SIDE OF PARKING AREA PER CITIES DIRECTION. RUN TO 14SIDE W.J t OF MECHANICAL ROOM AND TERMINATE PER CITIES DIRECTION. PATCH AND SEAL EXISTING A.C. PAVV� ONCRETE PAVIMG AS REQLiIRED. G.) r p� , 1 I r--------, 19 H.CO.VKING251GNOVER UNDER v _ • �.j O I n , I I I ©0 H.C. PARKING SYMBOL � ^ O ct I ©1 H.C. ENTRANCE SIGN V I I ©2 CONC. FINISH: WOT = WASH OFF TEXTURE � W Z U I BF = BROOM FINISH I + 23 3 EXISTING FIRE HYDRANT O Z r� ® © M--� 0 z O — — — — — — I — — — — NOT A PART - SEE ALT PARKING DRAWINGS— r , tJ 20 2 DENOTES LIMITS 0 WORK yl I 18 TMP 13 - TYP SEE CIVIL DRAWIN FOR I ADDITIONAL INFOR TION. V 1 _�J 14 I '18 � GENERAL NOTES: 0-0-� I 1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. O I 12 15 F B G=_ DEMOLITION PLAN KEY NOTES: ARCy/T v 29. REMOVE EXISTING FLOOR TILE AND BASE COMPLETE. REPAIR AND FILL FLOOR ,* C-11446 SURFACE TO RECEIVE NEW FLOOR FINISH MATERIAL. REN. 30. EXISTING STEEL COLUMN TO REMAIN. REMOVE EXISTING 2X6 WOOD TRIM AND S4" ff �Q► DIAMETER BOLTS. q�OF C 31. REMOVE EXISTING CARPET COMPLETE. REPAIR FLOOR SURFACE TO RECEIVE NEW j--- ---- -` FLOOR FINISH MATERIAL. ' 32. REMOVE EXISTING DRINKING FOUNTAIN. JOB NO 95091 2q I I 45 33. REMOVE EXISTING T-BAR CEILING,LIGHT FIXTURES AND EQUIPMENT COMPLETE. )ATE Sept. 11, 1996 34. EXISTING LOAD BEARING WALLS SHALL HAVE LOAD ADEQUATELY SHORED AND I BRACED PRIOR TO DEMOLITION. CONTRACTOR TO PROVIDE ENGINEERED SHORING )RA`JVN i I - - AS REQUIRED. G3 -- r"� 34 35. REMOVE EXISTING PAIR OF CONT DOORS TO ALLOW FOR NEW SINGLE LEAF DOOR AND STOREFRONT. I 36. PRIOR TO REMOVING EXISTING STEEL COLUMN AND GLU-LAM BEAMS, LOAD SHALL �4�7 BE ADEQUATELY SHORED AND BRACED. CONT ACTOR TO PROVIDE ENCANEERED 1` SHORING AS REQUIRED. 37. ALL EXISTING BOOK RACK ANCHOR BOLTS IN THE CONCRETE FLOOR SLAB SHALL BE �, 48 � CUT FLUSH WITH THE CONCRETE FLOOR SURFACE AND GROUND SMOOTH,TO [� 34 t 48 29 1 i V-- --- - _=-=--= -- - _ _ =� RECEIVE NEW FLOOR FINISH MATERIAL. ^r Fa 1 60 32 Go 61 I 38. REMOVE EXISTING ROOF RAFTERS AND SHEATHING TO ALLOW FOR NEW SKYLIGHT. • 9-41 - - - ,. �. I I Z c� - - - __ _ , .� SEE STRUCTURAL PLANS. - - 34 I 39. REMOVE EXISTING BASE CABINET, SINK,COOKTOP,UPPER CABINETS, AND STORAGE • I - ---- ---- - � I UNIT. U I fi -� U 49 I � 40. REMOVE EXISTING CARPET COMPLETE AND RUBBER TOP SET BASE. REPAIR FLOOR SURFACE TO RECEIVE NEW FLOOR FINISH MATERIAL. 41. REMOVE EXISTING VINYL TILE AND TOPSET BASE AND REPAIR FLOOR SURFACE TO RECEIVE NEW FLOOR FINISH MATERIAL. F'�� • O 42. REMOVE EXISTING LUMINOUS CEILING,LIGHT FIXTURES AND EQUIPMENT,SOFFIT V 1 O FRAMING,WOOD TRIM COMPLETE. �/1 43. REMOVE EXISTING 2' X 2'GRID INTEGRATED LUMINOUS CEILING,LIGHT FIXTURES 5 I ( I I AND EQUIPMENT COMPLETE. SLOPED AND VERTICAL FRAMING AND GYPSUM r T 35 _ 38 � I � I I I I BOARD AT UNDERSIDE OF ROOF RAFTERS SHALL.BE REMOVED AS NOTED ON THE 31 � � -- - - --- - - - 1 I� I I STRUCTURALPLANS. :52II I 44. REMOVE EXISTING 2' X 2' GRID INTEGRATED LUMINOUS CEILING.LIGHT FIXTURES A O AND EQUIPMENT COMPLETE. VERTICAL AND HORIZONTAL FRAMING SHALL BE V (,1 rl at / I REMOVED AS NOTED ON THE STRUCTURAL PLANS. r-� -- - --4 I i I I 45. REMOVE EXISTING T-BAR CEILING,LIGHT FIXTURES AND EQUIPMENT,SLOPED AND 1 29 I PLASTER SOFFIT FRAMING,COMPLETE. ct I II � ' ' I 46. REMOVE EXISTING ACCORDION DOOR,HARDWARE,JAMBS COMPLETE. O 40 I 47. REMOVE EXISTING PLASTER CEILING TO ALLOW FOR NEW GYPSUM BOARD CEILING. c kI{ 33 l: 48. ![REMOVE EXISTING TRACK LIGHT FIXTURES. IL 49. REMOVE EXISTING COUNTER ,� U€ � 30. REMOVE EXISTING ROLL-UP GRILLE AND HARDWARE COMPLETE. 34 31. REMOVE EXISTING CHARGE DESK FIXTURE. 32. REMOVE EXISTING CERAMIC WALL TILE AND REPAIR WALL SURFACE TO RECEIVE 43 NEW FINISH. I I I 33. REMOVE EXISTING HORIZONTAL WOOD RAIL,LOUVER DRAPES, AND HARDWARE QREMOVE EXISTING DRYWALL COMPLETE I �- - - - -� I I COMPLETE. < INSTALL INSULATION AAD NEW ' I I I I I 34. REMOVE EXISTING STOREFRONT AS REQUIRED TO ALLOW FOR NEW DOOR. < 6/8" GYP.W. AT ENTM WALL 3-7 SS. REMOVE EXISTING GLU-LAM BEAMS. SEE STRUCTURAL PLANS FOR HARDWARE TO W P I I I REMAIN. - w N a I I 36. REMOVE EXISTING STEEL COLUMN LEVEL WITH FLOOR. cn -0 CD } 34 S7. REMOVE EXISTING ATTIC ACCESS AND LADDER COMPLETE. < a z m �EG_END al - - - - - - - ---- - - - - I - L M O P P 0 58. REMOVE EXISTING FIRE EXTINGUISHER,BRACKETS,AND CABINETS COMPLETE. .� a P P 00 OaPP REMOVE EXISTING DOOR(S)AND, IF NOTED ON DOOR FRAIE COM.ETE 59. REMOVE EXISTING TROPHY CASE AND FORWARD TO THE CITY OF RANCHO U CUCAMONGA FOR THEIR USE AND STORAGE. DO NOT DAMAGE. a REMOVE EXISTING WALL COMPLETE INCLUDING TOP AND BOTTOM 60 REMOVE TACKBOARD AND HARDWARE aG U Z O PLATES. ' 61. REMOVE PROJECTION SCREEN AND HARDWARE. Lv P U EXISTING WALL TO REMAIN. 33 � z 53 I s4 62. REMOVE EXISTING PLASTIC LAMINATE FROM FRAME OF CABINET AND COUNTER ►� v REMOVE PORTION OF EXISTING WALL TO ALLOW FOR NEW WINDOW TOP. p., Q OR DOOR(SEE INTERIOR ELEVATIONS AND FLOOR PLAN). 63. REMOVE QUARRY TILE W DISPLAY CASE. REPAIR SURFACES AND INSTALL GYPSUM BOARD FINISH. ONSULTANI NOTE: SEE STRUCTURAL, MECHANICAL, PLUMBING, AND _ ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION. NOTE: SEE FLOOR PLAN FOR LOCATION OF CUT OUTS IN MASONRY WALLS. L Lno rt CRY OF RANCHO cucm " APPROVED BY: r I&DOY,IEMM W. CITY ENGINEER RCE: - ° SUN= 1011 sir of 6 1 Addendum No. 2 now a+W �-. cw c sr WE sr WE ,�8.= ..DEMOLITION FLOOR PLAN pMwq NoA-z Q WALL LEGEND: NOTE ALL NEW INTERIOR WALLS TO RECEIVE It-I I 6" 22 GAUGE METAL STUDS AT 24" O.C. WITH 5/8" TYPE "X" GYPSUM FLOOR PLAN KEY NOTES: Eo ARC ' INSULATION U.N.O.. WALLBOARD EACH SIDE RUN WALL TO ROOF STRUCTURE ABOVE UNLESS t1�✓ J. P y�T NOTED OTHERWISE. CONSTRUCT AS INDICATED FOR ONE-HOUR v�Qt,'�E� �C�A ASSEMBLY PER 1994 U.B.C. TABLE 7-13 ITEM NO. 16-1. 1. 41V91; TD 8t-, I• c• �,o. RP�vw. EXISTING GYPSUM LATII AND PLASTER ON 2X STUDS AT IG O.C.. 1 II-011 2-0 I t1-01 65. 24" DI:1:1� I>I.AS'I'1(' I,AMINA'1'1;1) 13ASL?('AIIINI,"l'. S{?I? IN'I'I':RIOR I':I.I{NA'T'IONS I(Nt G11446 ,a,•_ 6"22 GAUGE METAL STUDS AT 16"O.C. WITH 5/8"GYPSUM WALLBOARD ------- 10ADDITIONAL INFORMATION. 77 _ I?XISTING SLUMP BLOCK. EACH SIDE. RUN WALL TO +6" ABOVE CEILING UNLESS NOTED /�PR01��0. d 66. 12" DEEP PLASTIC LAMINATED UPPER CABINET. SEE INTERIOR ELEVATIONS FOR REN. OTHERWISE. BRACE AS DETAILED. 5TvV5 TO $G 1-0,00. $4 ADDITIONAL INFORMATION. `rf'1�. 3,777-77,777-_ - _ - - EXISTING C.M.U. WALL. c 67. STAINLESS STEEL SINK. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. ' 3-5/8" 25 GAUGE METAL STUDS AT 24"O.C. WITH 5/8"GYPSUM WALLBOARD 1 HOUR RATED CORRDOR EACH SIDE. RUN WALL TO +6" ABOVE CEILING UNLESS NOTED 20 68. _SKYLIGHT SHAFT ABOVE. OTHERWISE. BRACE AS DETAILED. ewrov5 T/ so (,o.P6. RDY*G, S7 69. DISPLAY CASE WITH CLEAR,TEMPERED GLASS SHELVES AND SLIDING DOORS. SEE 95091 ,� INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. JOB NO ' 3-5/8" 22 GAUGE METAL STUDS AT 24"O.C. WITH 5/8" TYPE "X"GYPSUM B' H�' �T --�N WALLBOARD EACH SIDE. RUN WALL TO ROOF STRUCTURE ABOVE - ' - C •0 - ! 70. STORAGE; CABINF"T. SEE IN'T'ERIOR ELE=VATIONS FOR ADDI'T'IONAL INFORMA'T'ION. )ATE Sept. 11, 1996 UNLESS NOTED OTHERWISE. CONSTRUCT AS INDICATED FOR ONE-HOUR \ ASSEMBLY PER 1994 U.B.C. TABLE 7-13, ITEM NO. 16-1.1. IsTUP5 TO $t I. &.P.O. > 0yev. --" _ i l� 71. STORE FRON3'FRAME AND GLAZING TO MATCH EXISTING. 1 , I � 72. HIGH/LOW DRINKING FOUNTAIN. SEE INTERIOR ELE=VATIONS AND PLUMBING PLAN s ! - '�`- i 1 FOR ADDITIONAL INFORMATION. 73. PLASTIC LAMINATED STAFF SERVICE COUNTER. SEE INTERIOR ELEVATIONS FOR I4m 0 7S -I: `+ �ivt.�►V + t _ _ ADDITIONAL INFORMATION. D w * A ( ( aq ! 74. EXISTING ATTIC ACCESS LADDER AND ROOF HATCH ABOVE. :.. _ o 3 N i 75. WATER HEATER. SEE MECHANICAL T LANS F OR AUUI'I'TONAI, INFORMATION. 5 , > �� A 14 q 3O' � I� 100 11 O A-14 ( 76. MOP SINK. SEE INTERIOR ELEVATIONS AND PLUMBIN(, PLANS FOR ADUI"fIONAI, G �t r _,_�'4' 5 - = xN INFORMATION. in (( i 77. URINAL. SEE INTERIOR ELEVATIONS AND PLUMBING PLANS FOR ADDITIONAL • 2 I� 8-0 / 9- 0 ± 5-g I?Vs AN: axl,5Ti1 & C� _I 2 ! 3 - {-�At` IN1'I�-tom _► INFORMATION. ` 1 69 J --- 7 HITH SoN To ti W N - O ! I. ,7G �)(� N6. j 78. WATER CLOSET. SEE INTERIOR ELEVA'T'IONS AND PLUMBING PLANS FOR A-16 =y- - - - - �I` _-- i, ADDITIONAL INFORMATION. U ^ ' •d• N i �- � -- U � 79. LAVATORY. SEE INTERIOR ELEVATIONS AND PLUMBING PLANS FOR ADDITIONAL - L'_J -� INFORMATION. r 37 _� 3-411 1014`( cp A-12 O _ 2 G T7 Jc 80. SOLID COMPOSITION TOILET PARTITIONS. SEE INTERIOR ELEVATIONS AND A-I = W �r � �' 7 SPECIFICATIONS FOR ADDITIONAL INFORMATION.36 7 p i n I$ - 6 81. REFRIGERATOR. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.I If 72 1 �j$ -- -AG E �✓ j. O ' I _ `� I r r q C� 82. STAINLESS STEEL SINK WITH DISPOSAL. SEE PLUMBING PLANS FOR ADDITIONAL `. Y ��ANIvAL F�vOIVI � { � I INFORMATION. o o ii _ 1 �� � i W..• .--- �� ---- w N ' 83. 24" DEEP PLASTIC LAMINATED PANTRY. SEE INTERIOR ELEVATIONS FOR U = U R 13 $1 ACTIVITY POO +.X _ ADDI'T'IONAL INFORMATION- 18-0 O �� W -r-:✓^ _ _1 X15 84. SOLID COMPOSITION URINAL SCREEN. SEE INTERIOR ELEVATIONS AND REi3Of� i;�l g �._._x�,E w.: 3 -- M n { S - '�b * A-¢ I it y �,: a 12 1- n T r-� v SPECIFICATIONS FOR ADDITIONAL INFORMATION. 1 '•• .J 1 A-I �� w - 4 6f 4 5 r--I r `;�` t • I , N 85. 45 MIN. FIRE RATED GLASS BLOCK ON RADIUS. LABELED AND INSTALLED IN U V _ ACCORDANCE WITH MANUFACTURER'S LISTING. SEE INTERIOR ELEVATIONS FOR - - L � '� 12 - ADDITIONAL INFORMATION. 17 \ _ =61 I �5 71 j _i� ( GE fC -�} 8(i. 2'-0" X 2'-0"OPENING WITH 12" X 12" GLASS BLOCK. �. ►i RAGE Z N w/ - - �` 1 I� �G� ~ 87. PROVIDE 4' X G' CONFERENCE UNIT SURFACE MOUNTED WITH TOP AT 6'-0- ABOVE 31 !( � 651 �- _-- v FINISH FLOOR(U.N.O.). � - 1 � � '� � 'I 5 I � - ® � '�� � I 1 � � FSI 1+ / I 'I� ''� aO 1_ q 1 11 I q �� N 88. REMOVE MASONRY PILASTER END AND SACK EDGE TO FINISHED APPEARANCE. PAINT AS MASONRY. - td W (p5 I' ,DSA O I 1 =,� 89. EXISTING GATES. U J N N 4i 3u 01� 16124 _ 211 �'-3w �A 90. DISABLED ACCESS SYMBOLI �o Xao II s N 30 n 3(� �N �'; ,I$ /�f� �/ ^� ; - 9L VINYL LETTERS ON GLASS TO READ"REGISTRATION") 3'I HIGH, - A 4 1 V i i' T 1�i V W = N 10 �`�. _ GOl.1J y,, - - 92. FULLY RECESSED FIRE EXTINGUISHER CABINET WITH 2A-1(113- (' FIRE: EX"1'INGIIISI ll?R. 4 , 93. SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH 2A-TOB, (' FIRE EXTINGUISHER. �- c co q o � ~� 94, SURFACE MOUNTED FIRE EXTINGUISHER CABINET WITH 2A-1013_ C FIRE -- M ( + --- _ E ` EXTINGUISHER. 4 (� - 1 � __ ° ~ - 1� �x, ( i I {Q to I ¢ ;� ' Q 95. WALL PLAQUE SIGNS(COPY BY ARCHITECT). IBS ; N N i 2y A4 / 24- DEEP a 9(i. PROVIDE FIXED SHELVES 24" DEEP AND I8"O.C. FLOOR 'F'O CEILING (4 SHELVES). U-i Ln < v cn o < CD o0 '^ 'T� -rt l9 ( 97. PROVIDE SHELVES AS NOTED. SEE INTERIOR ELEVATIONS. cn ,- v� X05 6G �O _ - j 98. PLASTIC LAMINATE COMPUTER WORK CABINETS WITI 14 S'TA'TIONS, PULL.OUT � - a z 0.0. a 1 I 1 1 Y U O - _ 26 ��� 2.01 w ,I X00 u 5 ' { I �, t q . 8 29i-au 17 _ _M SECURITY DOORS AND COUNTERTOP. P P o I / � 3 \ _ - 00 _ - �O yy, PROVIDE MIRRORS TO 6'-0" HIGH FROM FLOOR. PROVIDE STRETCHING BARS. SEF. 0. _ U a P_ sN -- - l o 100 ® - - - - T - - - - - - _ - _� - - INTERIOR ELEVATIONS. W U x - - - -- - --- 4 I 19 / - - w a ,�-j ! t o Ilk O i - r - 65 1 22 TOR ..,�� � IOO.PROVIDE LOW LEVEL EXIT SIGNS AS MANUFACTURED BY ACTIVE SAFETY, (8O))G57- Q 65 W r I / ep p __-_ .�. ---- -`+'" W- 7 6324,MODEL NO. 16.(x)0 IN WHITE BRUSHED ALUMINUM FRAME. MOUNT SIGNS IN U S U ~ LL Tfr. 12 ; 1211 r T COMPLIANCE WITH SECTION 1013.5a OF THE U.B.C.. 3 U II I l n l n I u ( 4-2 3-�0 5 -o ' I(X)A. PROVIDE EXIT PATH MARKING AS MANUFACTURED I3Y ACTIVE SAFETY. C P U Q � , O (800)657-6324, MODEL NO. 1100 LA IN 3" WIDTH. MOUNT IN ACCORDANCE. WITH m z w Q a 0 7I _1 j SECTION 1013.5.la OF THE U.B.C.. 25 ,. � ;00p N , r I a Q Oi-Y ROOM I I(X)B. PROVIDE KNOX BOX PER RANCHO CUCAMONGA FIRE PROTECTION DISTRICT F REQUIREMENTS. f 2 ;ONSULTANI 1000. (4)18"D�SHELVES O 18-O.C.FRW FLOOR 1000. ww 12"DUw&T 3i CLACK AT•T-w NOTES 1. � CORNER GUARDS. OCCUPANT LOADS 2. INSULATION NOTES nort ACTIVITY ROOM 101 ......56 OCC. R-38 AT ALL ATTIC SPACE. ACTIVITY ROOM 107.......55 OCC. R-I I AT ALL INTERIOR WALLS. �- C17Y OF RANCHO CUCAMONGA ACTIVITY ROOM 11 I......127 OCC. R-19 AT EXTERIOR SOUTH WALL OF ROOM 100, 116, AND 117. ` r�� -� ,/' RECOMI�ao�O ft ACTIVITY ROOM 115.......34 OCC. � • APPROVED BY: ' ACTIVITY ROOM 116.......34 OCC. L2 ��`� CITY ENGINEER RCE: DATE: 3. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILNGS AND ACTIVITY ROOM 117.......44 OCC. ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN U.B.0 su >oN �� Plan Check Comments m�22� SECTIONS 709 AND 710. 2 OF E 4. �� VERTICAL LOUVER BLINDS. 1 Addendum No 2 9/25' X96 PMQJW (sHM .� CP C 71 Br DATE By M%IT FLOOR PLAN 1�8%T-0.. 1 o REVISION DESCRIPTION DOM par ~NO N0'A_3 a I 1 Z . 241-0� 11 1 11 I a - LIONS COMMUNITY CENTER EAST 24!-e WASHROOM ACCESSORIES SCHEDULE �yEo ARVol �y,T -- - - - `O�Q��E � �BOJ► J. = v - SYMBOL MODEL NO. DESCRIPTION G11446 O B-3944 SEMI-RECESSED PAPER TOWEL \ DISPENSER AND WASTE ' 6 N RECEPTACLE. ��' O _ \ OF C ). t X �. �." � \, l' �.'l i IK!`Mi �V��Ji°Ii�-F'"i�,/�Uir.w $ W " � 2. B-5806 X 36" 1-1/4" DIAMETER GRAB BAR. _ _ - \ 1 3 4 a0 3 I 3. B-5806 X 42" 1-1/4"DIAMETER GRAB BAR. JOB I• $ W.C. 95091 w _ No - t 8 �10 O "- `� �• 4. B-3574 RECESSED COMBINATION UNIT, . N 9 , J 2 i - `a,0Z■ 1 WOMEN. DATE Sept. 11, 1996 io -'Q 5. B-3479 j 11 a0 �7 82 6 -- 6 +30 = SURFACE'MOUNTED COMBINATION j(1A`JVN AXIS - Dl 78 - ►i 83 81 11 -- - I p I UNIT, MEN. (� cwz-) 7 cis TO u1w.�. 5�I I 5 _j — M (05 •1 -- 6. B-357 PARTITION MOUNTED COMBINATION N, � a — 80 ___ 18 3-O 3.3 5 3 + 18� 1 ,O N UNIT, WOMEN. - - 7. B-4112 SURFACE MOUNTED SOAP 0 _ i 1 �MOdl; �Xl � ----'�- TL i __ _ 41_311 DISPENSER. `Ce 1''r w.c. U 77 84 Ext O -4v 8. B-2888 SURFACE MOUNTED TOILET T TISSUE DISPENSER. 0 o��-. ACTIVITY ROOM-1 007 {�AL41 ` (00 � ��� ' WAS tNl� 9. B-270 SURFACE MOUNTED NAPKIN Z C� �" OFF��`�= -, DISPOSAL. C, F ICE 10. B-262 SURFACE MOUNTED PAPER 2/ TOWEL DISPENSER. CA i NSW sl. ��. , t 1} _. P � �►T p �� � 'i �' _ O I O r- - � ��. �N +ISL 78 � -- ` 8 PESTROO s ► u a 1� 1l. B-8221 COUNTERTOP MOUNTED ALL 7o MA7r, ( } I.AY� �Av F; 12�,1Y. G,�a� �,►v. WiTHG M NR'1 'rb _ wc. 3-o I (o . � � _I r MPT N �xlsT. - J 24 3. ,, -� I -N PURPOSE SOAP DISPENSER. � � ..�� • t�Xi`f(INd N j �A 3 P1 7 ' - --- ---- - - -�---- ic>�1>i 12. B-224 X 36" MOP RACK WITH SHELF. / - - STAFT SIERVICE uO N EiR 13. B-221 SURFACE MOUNTED SEAT-COVER V 1 O _ I'-9'1 <v-4" q.'_cl,� �_ r�.. ��_,�u STORAGE R 6 j v n, rn-:""7 'k" "y P'r /� U = U CO 10 $u $I_ II 6�3" -- a�---- NOTES: O x �i nort 1. ALL ACCESSORIES LISTED ABOVE ARE MANUFACTURED BY r U _ - BOBRICK. 76 — — Cis A� 1 , � ! � V. 2. ALL EQUIPMENT SHOWN WHICH IS NOT DIMENSIONED TO THE v �^ MOUNTING HEIGHT SHOULD BE MOUNTED AT THE HEIGHTS O Ta� ,a+ to REQUIRED BY CALIFORNIA ADMINISTRATIVE CODE TITLE 24. _ 72 �' 65 67 - - 1/4" = T-0.. ENLARGED PARTIAL FLOOR PLAN c ACTIVITY ROOM `I SECTION KEY NOTES 4 I Hort 101. P 22 GAUGE METAL STUDS AT 26'O C.WITH 513"TYPE•'X"GYPSUM .111. 3-SM"22 GAUGE METAL STUDS AT_Y O C SUSPENDED FROM WALLBOARD EACH SIDE. ONE HOUR ASSEMBLY PER TABLE ROOF RAFTERS ABOVE SEE STRUCTURAL PLANS FOR IO 74,ITEM NO.161.1. ADDITIONAL INFORMATION -'- 102 3-5/r 22 GAUGE METAL STUDS AT 26-O C WITH 512-TYPE••X" 112. 3-54"22 GAUGE METAL STUD CERL\G XHSTS AT 26"OC GYPSUM WALLBOARD EACH SIDE CONSTRUCT FOR ONE HOUR ASSEMBLY PER TABLE 7-0,ITEM NO 16-1.1 113 SUSPENDED T-BMR CEILING GRID 103 2 LAYERS OF TYPE"X"GYPSUM WALLBOARD AT UNDERSIDE OF 116. DOORS AND FRAME PER SCHEDULE K5� •I� <' f"' LA O ROOF RAFTERS CONSTRUCT FOR ONE HOUR ASSEMBLY PER U B C I' y 115 O M TABLE 7{.ITEM NO.21.1.1. T " 0 _ 101. EXISTING ROOF STRUCTURE. M. R�6 BATTBTION 105 EXISTING 2X6 BRACING STAGGERED AT 4'4"0 C.. log N? ENLARGED PARTIAL FLOOR PLAN " Ir 1/4 � 1-0 106 EJOSTBdGGLU-LAMINATED BEAM , _ \ �� — 107 EXISTING 2X6 S 1 UDS AT 16"O C L107] 2 IDIwf•XS'SKYLWAfr SEE STRUCTURAL PLANS FOR ROOF FRAMING I O b3 AT OPENING 103 t to W Q M ac0 ICf1 109 1 104 cn �- 1011 SEE STRUCTURAL PLANS FOR SOFFIT IND CEILING FRAME IO S I 1 O 4j5& O ` ' , 110 SA"TYPE"X'GYPSUM WALLBOARD ; / 4 j7 1 O a z `o c — P 01 C 10 t a, �... Q � O o 106 / I0(o 0. 0 (> r,� --- -- - --- " x I! 113 101 _-- 10l 11113 2Mi c� ZO _. Y Z O fl 110 0 s _ _ 107 107 10? -' I! I l9 z 103 ( O - - a0 r 1 w 110 IID 105 ,!Ca. Q 103 l05 ! ACTIVITY ROOM , 117Y GALLERY EAST � - �- ! ACTIVITY;ROOM 111 III i III '� 112 ------ - - - --- -- j ONSULTANI t 13 t2 419 113 110 l03 11101 113 _ _ - - _ SECTION AT GALLERY EAST 1/4�- -0 4 O _ 0 101 � _0 (0CITY OF RANCHO CUCAMON" f GALLERY EAST r� ACTIVITYAPPROVED BY: - RECUMENDED Br: 1 CITY ENGINEER RCE: ATE: - - I'M- 15— RCE: sueBMTaN SHM Plan Check Comments .,$ r s� o , er DAN err M%M DPASECTION AT GALLERY EAST 1/4-- _ -0-- 3 o REVISION DESCRIPTION � A-4 V, Q1 SEp ARC,�,� J. v 011446 REN. F CAL or I 0B NO 95091 w; . ,ATE Sept. 11, 1996 v XGAWN ITI - i VINYL I�'ATTERN T P 2- 0 TP2 144N` L_ TTr%RN 5 TILE PA•TT E RN 3 o ( 14 p 40 Ile u ct I a 1 . � 1� wzU TP 2 / ;i vl N YL Parr�RN 2 O O — — — - - - 07-1 V � 1 Q � VINYL f ATTERN 2. _�_ _�T; '� -� t 4 - - W i -►- o ... W N VINYL PATTERN Q M ac r � � -4 �- — - - - a < ' ( < Z GO a i. 1 0, 0. --- _ _ I - - - - - - -- - -- - - - a = o � oo NOTE. v I W �� x H W 4c FLOOR TILE LAYOUT IS SHOWN AS A 2'-0" x 2'-0" GRID FOR CLARITY. °G `J Z O FLOOR TILE SIZE IS 12"x 12"SEE SHEET A-6 FOR MORE DETAIL OF TILE PATTERN. w 3 = V I [� ~ en z W v Q CL Q co ofV VINYL PATTERN 3 'VINYL- PATTERN 3 v JNSULTANI 1f I P I nort M OF RANCHO CUCAMONGA r APPROVED BY: NCOOMMEMM CITY ENGINEER E; 24953 r'1 ------wN !HEFT OF PrAw sww sir WE ssssY arse a TILE LAY v8 = r-0•• o REVISION DE�I�N Dom M y OUT PLAN 1 ,w 1 � , I k ARCy/r i * x11446 ylr EK OF C J po__� �1.�• 9 a 1vW h JOB NO 95091 JVJ 6 VV JU VJV iiiQll_AIN SATESept. 11, 1996 x UJ fJVV Jvw.V iv _ "Jvv k' JVv;vVv IJJu" �u'VU��, Of JJv •X r.�'! WVv Nv JWU J JJ �i v�fJ JU -;fes V Sf �VVv r w�,JNJ :rWU 'JWP !vv ;Jvv J ,,,W DRA`JVN _tiff .'l JNv � f ��VV�! 1 V vu vvv '.� iI 1 uV W_v SIJ V111! /VJ JUN! VL vvljv GVW NNW !JJ �-JJv !J -JLn NL JJ WrJv JVVV' wo " JJ J� VINYL PATTERN 2 VINYL PATTERN 3 uu�:�� vv rw: r, L,^ ❑ V1 El V5 ❑ V1 Im V5 VINYL PATTERN 4 =x �.ti r V3 SCALE 1/4 "=:� ' -0" V4 SCALE 1/4 "=1 ' -0" ❑ V1 V4 V3 SCALE 1/4 ''=1 ' -O" O W . 0 U � `� Uro VINYL PATTERN 1 Oa� ct ❑ V1 ®V5 (t Z u u V3 SCALE 1/4 "=1 ' —0" TILE PATTERN 1 TILE PATTERN 2 H o ' F-I T1 ® T3 RESTROOM FLOOR U GROUT G2 ��--^^ V1 ® T 6 3% O M+1 T2 TILES 4 " X 4 " T4 Z k ❑ T5 97% O 2 X 2 OVERALL PATTERN GROUT 1 ( , O I -�11pC ALL PATTERNS MASTER-SET 12" X 24" SHEETS 1 I� t Y VINYL PATTERN 6 < ❑ V1 SCALE 1/4 "= 1 ' -0" V3 < U I P ,. �-DIS ewo rig-H IN FirLq) c1- � ,M, " 4 r r i N VnJW �i WV �. vv I co q _ Y &vV vVJJ JJ 1r �VNf IW J 0. - v ,;Ju vJ vWv J1N JVVV "Vv nN S~ O o I vw v vvNIAA (Wv r rvv ',,wv Jv v w Niv YV v' ALU uwv �Wv N N, v-JVv VVV Nv vVv rJJJ JJ Nvu J rvv w w N:n 0. Q < o j v J vw vv vv = W U --—• I ��rJv �nrvv ivw new { u WW rJ itiW /1 _j x W I fv ,U �7Nv N V \ ►•�, u (v i ti pG O IL 3 w = • �h NZ +I 'Z 0. 0 CARPET TILE PATTERN 1 w aQ _t bL A. Q co of CTI CT3 CONSULTANI ❑ cT2 SCALE 1/4" = 1'-0" VINYL PATTERN 5 TILE PATTERN 3 nort El V 1 EM V3 ❑ T7 T8 CITY OF RANCHO CUCI� MONGA • El V2 SCALE 1/4 ' =1 ' -0" ® V5 GROUT, 3 ' APPROVED BY: CCG( IlEomo ENOm Kt CRY ENGINEER RCE: �E �aN � of PQodEL'T omw K OATS K OATS TILE PATTERNS1 o REVISION DESCRIPTION �,cowmqn No. _ . t I 1 I. i I REFLECTED CEILING PLAN KEY NOTES: 5E0 ARCy/l i v � 121. NEW 5/8"TYPE"X"GYPSUM BOARD CEILING AT+8'-6"OVER 3-5/8" 22 GAUGE METAL * C-11446 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 sf9� METAL CEILING JOISTS AT 16"O.C.. OF CA�\F� 123. NEW 5/8"TYPE"X"GYPSUM BOARD CEILING SLOPED AT 45 DEGREES FROM +1 1'40" I 133 I3$ TO+15'-0"OVER 3-5/8" 22 GAUGE METAL CEILING JOISTS AT 16"O.C.. _ 124. NEW 5/8"TYPE"X"GYPSUM BOARD CEILING SLOPED AT 45 DEGREES FROM 19'4)" TO 95091 13O j +10'-0"OVER 3-5/8" 22 GAUGE METAL CEILING JOIST'S AT 16"O.C.. JOB NO /Ol - 125. NEW 5/8"TYPE"X" GYPSUM BOARD WALL FROM +10'40"TO SKYLIGHT ABOVE OVER L)ATE Sept. 11, 1996 `I 3-5/8" 22 GAUGE METAL STUDS AT 16"O.C.. r r N �.1 126. NEW 5/8"TYPE"X"GYPSUM BOARD WALL FROM +l5'-0"TO SKYLIGHTABOVE OVER ( � VOl t ��i � 135 3-5/8" 22 GAUGE METAL.STUDS AT 16'O.C.. 7�-�Oq _ _ 127. EXISTING GYPSUM BOARD CEILING A'P+8'-0"TO REMAIN. REMOVE RECESSED` \ CEILING FIXTURE,PATCH AND SEAL CEILING. . . i l0 1� �� i �i I i u 3-O 3-0 3-ou 13L�l I -} 128. OMIT. E TE R � 129. EXISTING +8'-ll" PLASTER SOFFIT TO REMAIN. Q4 r►00, N'ff 130. NEW 5/8" GYPSUM BOARD SOFFIT AT 8'-0"OVER 3-_5/8 25 GAUGE,METAL.CEILING JOISTS AT 16"O.C.. \J 131. OMIT. i (a, r l Chir �1 132. SUSPENDED T-BAR CEILING GRID AT+9'-0" WITH 2X2 TEGULAR ACOUSTICAL TILE.. 133. EXISTING EXTERIOR PLASTER SOFFITS TO REMAIN. TYPICAL. PATCH AND SEA[. AS • t U , 1 �h ��4 REQUIRED AT LIGHT FIXTURE LOCATIONS. � { e GE NT E 130 , 134. SUSPENDED T-BAR CEILING GRID AT+9'�i' WITH 2X2 TEGULAR ACOUST'ICAI,•PILI:. I lQ) Col @-'i \moi ® �' 135. SUSPENDED T-BAR CEILING GRID AT+10'-0" WITH 2X2 TEGULAR ACOUSTICAL.,TILE. 1�1 136. NEW 5/8"TYPE"X"GYPSUM BOARD CEILING AT+9'-0"OVER 3-5/8" 22 GAUGE METAL O POO CEILING JOISTS AT 16"O.C.. r ♦� 115 It'll O' ®� - 137. SUSPENDED T-BAR CEILING GRID AT+8'-(i"WITH 2X2 TEGULAR ACOUSTICAL TILE. � ' l t - I ARD CEILING AT+8'-6"OVER G' 25 GAUGE METAL CEILING U A-iI �Oi _ �Oi 138. NEW 5/8"GYPSUM BO GENTER _iwj I JOISTS AT 16"O.C. W4zU U r C.li r R 02 139. NEW 5/8" GYPSUM BOARD SOFFIT AT+7'-(i"OVER 3-5/8" 22 GAUGE METAL CEILING O ]GISTS AT 16"O.C.. v` 127 OJ \�\ (21 -` Eck. � 140. NEW 5'-0"X 5' 0" SKYLIGHT. r� l I 141. NEW 8'-0" X 8'-0" SKYLIGHT. U V EQUA1. E4 ►• 142. NEW 5/8" GYPSUM BOARD SOFFIT AT 7'-G"OVER 3-5/8" 25 GAUGE METAL CEILING [� vi••••• A�••► i• • ct r••1••o**1.1*• rn••*1• 'gar.. V1 ` t----� JOISTS AT IG .. _ 143. SUSPENDED T-BAR CEILING GRID AT'9%0" WITH 2X2 TEGULAR ACOUSTIC TILE. z 130 0 j 144. $'-4"TO BOTTOM MASONRY OPENING. (1) - I� -- - - - 13 J t 7�4 n�o__ cc-) 123 ¢ F- O t:.NT R �O� \ 122 10,11 --+ - 1 ¢ U t_ 126 1 __y W U1 U (''� 1LEGEN 4 Go (r' jl r 9 •G u -� ? f t I 2' X 4' RECESSED FLUORESCENT LIGHT FIXTURE. Q 4' cc qo 0. \ A E MOUNTED FLUORESCENT LIGHT FIXTURE WITH -- - 130 13O �O� �4 _ _ �+ 1' X 4' SURF C T FlX LENS. Y t Q � oo `�� RECESSED DOWNLIGHT. a, = o a P NEW FIXTURE IN POSITION OF EXISTING FIXTURE. # WALL MOUNTED FIXTURE. w 3 = NOTES: P 0 a ti ATTIC DRAFT STOP BETWEEN CEILING AND ROOF STRUCTURE ABOVE ['" � z (®1 130 1. SUSPENDED CEILINGS SHALL COMPLY WITH U.R.C. TABLE 25A, SHALL COMPLY WI"1'11 SECTION 708.3 OF Tf 1E 1994 U.R.C. USING ONE LAYER w Q Q I®1 - OF '/�"GYPSUM WALLBOARD ON 3-5/8" 25 GAUGE STEEL STUDS AT 16" O.('.. a. Q 00 cy G N E G N ER 16-0, AND 16-B. 2. ABOVE GALLERY EAST, PROVIDE 2 LAYERS OF 5/8"'TYPE"X" GYPSUM •-••-'•• EXISTING AT'"f'lC DRAFTSTOP. WALLBOARD AT UNDERSIDE OF ROOF RAFTERS. CONSTRUCT AS ONSULTANI INDICATED FOR ONE-HOUR ASSEMBLY PER 1994 U.B.C. TABLE 7-C, ITEM NO 21-1.1. �� -rYri Cly 5. a.•J: ca:i I.I Iia >' �+�I N`•• •�� Hort • CRY OF RANCHO CUCIAMON" 135 F 5g n135 _ RECOMMENDED By' APPROVED BY: ,/� , CITY ENGINEER RCE: qTE; r-t A M€ SUBSEC•I10N SHEET of PROJECT SHEET 1 Addendum No 2 9/25/96 : j sr D11iE IEK DATE DRNMNC NO. Q I REFLECTED CEILING P 1/8" " Y-0" 1 0 REVISION DESCRIPTION DEMON C" IF I ROOF PLAN KEY NOTES: SSD AR J. Q��� v *, C•11446 _ 160. EXISTING ROOF HATCH TO REMAIN. h - 161. NEW 5' X 5' SKYLIGHT WITH FLASHING AND CRICKET. 9'c'0f CA { . 162. NEW 8' X 8' SKYLIGHT WITH FLASHING AND CRICKET. 163. EXISTING EXHAUST FAN TO BL' REMOVED. Boa No 95091 164. EXISTING ROOF DRAIN AND OVF,RFLOW DRAIN. O DATE Sept. 11, 1996 165. EXISTING A'TT'IC VENTILATOR. EXAMINE: AND RENOVATE: TO WORKING CONDITION. )11P,`JVN 166. EXISTING GRAVITY VENT. �6 I 167. REMOVE EXISTING UNDERLAYMENT AND DISPOSE PER SPECIFICATIONS. EXISTING CLAY ROOFING TILES SHALL BE i \, no J REMOVED COMPLETE. REMOVE EXISTING FLASHING SYSTEMS AND INSTALL NEW 24 GA. G.I. FLASHING AT ALL ROOF TO WALL Q' INTERSECTIONS. INSTALL NEW UNDERLAYMENT OVER THE ^/ r M"'► EXISTING PLYWOOD SHEATHING. INSTALL CONCRETE TILE PER F•L� v THE COLOR SCHEDULE AND SPECIFICATIONS. TILE INSTALLATION SHALL BE IN COMPLIANCE WITH THE CITY OF RANCHO CUCAMONGA'S HIGH WIND ROOF INSTALLATION ORDINANCE. O 164 168. REMOVE ALL SPRAY FOAM AND COATING FROM FLAT DECKS. c� O o i(16 REMOVE ALL FLASHING SYSTEMS AND REPLACE WITH 24 GA. G.I. U I 161 FLASHING AND COPING AS REQUIRED. PROVIDE NEW ROOFING SYSTEM. SEE SPECIFICATIONS. Eol 1 NOTE: AT ITEM NO 167. AND 168., PROVIDE $3,000.00 ALLOWANCE FOR D O ' REPLACEMENT OF DRYROTTED ROOF SHEATHING RAFTERS 160 I FASCIA OR SIMILAR ROOF FRAMING MEMBERS DISCOVERED TO BE o DAMAGED. F� -e4 0 ' �� 161 � ✓� z � � Oa� w � U o� O 165 r^ 1 V1 O 168 cid O u w , r j� 162 U w N U Oa co O 164 i cn O � 164 < zcc O _ P P x O �-. a P P O O = O a P P W U - X � w Q - U LL W � F- Lv a U Z W Qa p. Q co C)NSULTAN I nort C17Y OF RANCHO CUCAMON" Br: APPROVED BY: RECOAIYENDED C11Y ENGINEER R E; IM053 SUBSE ON SHEET OF PROJECT SHEET _ of 1/8".1'-0"' Q REVISION DESCRIPTION DOM �cmr ROOF PLAN 1 °` "� "°�A-8 181 Igo EXTERIOR ELEVATION KEY NOTES: Ep ARCy� J. TF 180. NEW 5' X 5' SKYLIGHT. * G11"115 n fr nnnn^�r.nnn�.�.n .i^"'Ll`-^ nr. nnnr�nrt n �i n`r���{�:�i r�r•►ri.�.i i•i r�r�ni:r�n nft�fr{}�r:r:r�i n�+n rr r� REN' �► r►r.T'.•.n ri win i�i�.�f�►i:.i.+'inn r►r��i n en n n n n r!h- r�r+.�r: - ^ n :.: r► .�ti. -r.i� 181. NEW 8' X 8' S K Y L I G I IT. •• -':r�n w'�fin ii r�i r�'r�^i� ii'�!'r�r+r+r�i n'S•:n►`n�'[r�r� ��fi n��r�:�ri r�`►�n rr`r��n'Y�ri n i�n nr1"r►ni+- r: 0I r% r: iLnni�r�.� n.�'n`r: i+� ��•rr �•���r� nig^ ��n` ^r�wisnn ,`.:...:1"ow m e%PI n n::.;.rn astir.:.:, nw.:.:n .:.:.:.1.;.ti,.r ti ;a .r .:..:, - �k, --- __ _ _ - - — 182 NEW GLASS K GLAZED AREA 2 X 2 SQ ARE WITH c �n �r�r��.��r�rr `►� r�r�n'r.rn`Gti �r� '{•i'�n i. is r�tin - ►d1�'1��:nr1 rf'ti r� - -_ --- S B LOC ' ' U OF C - ------- -- __ - - - - - 12" X 12" BLOCK. -__ ----- I 183. NEW STUD MOUNTED METAL SIGNAGE. - - - --T - -- - - -- - OTTER EAST -- - _ - -- i - JOB NO 184. NEW HOLLOW METAL DOOR WITH STEEL FRAME. 9rJO 1 ----- - IATE Sept. 11, 1996 185. NEW ALUMINUM STOREFRONT WITH GLAZING. MATCH EXISTING -�- - - — -- GLASS TYPE AND FINISH, AND EXISTING ALUMINUM STOREFRONT ?ANN SIZE AND FINISH. USE TEMPERED GLASS. 182 183 187 $ 19I .1 186. NEW ALUMINUM STOREFRONT DOOR. MATCH EXISTING West GLASS TYPE AND FINISH, AND EXISTING ALUMINUM STOREFRONT SIZE AND FINISH. 187. NEW ALUMINUM HORIZONTAL BAR AT 1/3 POIN'T'S, MOUNTED ON INSIDE OF STOREFRONT FRAME. rP4 (� T� ip. 180 f 81 188. REPLACE EXISTING SPANDRAL GLASS WITH VISION GLASS. I Ty r 189. ADDRESS NUMERALS, STUD MOUNTED METAL. �j D • n r. n.n ^nn nr+�nnn nn.�^n n ^n n7 P%rq r% r. U r�:n"r+n" n ri r1 n-►�`r�rf1��.:ii ri ri r�r��1'�r�n n`n"F�1'n"ri � •� ^`ice ntrii+}.if'�ii.•►rr • 4..:.; t{r1'� n'.►rf'r:�+'.�r+.�^i.::r�^�.�n1�i.'S�A �+'.���+n�:�n�f r •+�n-.+'lam�.-�►�►n i��: -���.ii s�r.ri►i�r+'�^i�:�r:r�n f.�^'1►� L,r EXTERIOR COLOR SCHEDULE r l r1ii r�ri �n'Yr�:nr r1 r.�i:n`f•�n'n 1..::�:.�':r�i:.:..f.i�ni:.:.:r:.:..i:..irr�.:.:r n n n.i�..i:ri i+�+is r.i�.:r��'.:r:is .�i�.:.:i+'ri n i►`n.r:rr ri^`r:.: i• V f� ni+n`n��+�+i�_}•�i+`�i rl'n n f�r:n ri.� 'h:•:.•:r�ri ri�i^"ii _r•i ri i►r� i�i�r�n'4+'n n i�i�r�ri�{•i r•i.+- w�ii.-:r�r:n�i n•�+ .:rr r�n i� .:�� n i�iJ" "{.:n n f n \� ^r��v�ni��+ri�►`i.fr�riiir+r:iwnri .�nivi►ni%AAAAA•ir%n.r_'r�i+iiri:.i►:r�n�r:n"gni•i�ir:r+nti. -ii.i►n�i. �:►�.�nnn"1�-�^i�r'��:�in UP4 ii- : wn-.:s:ri r+i�:i+J'.i rJ"ri r+r:r.i-` - iiii - i� • ` - iis - h n ROOFING LIFETILE"ESPANA"MISSION TILE __--._-___ _ _. _ __-•- -- _ _ — - - - #142 MISSION SIERRA MADRE. ' U- - - ---- -- -- EXTERIOR PLASTER: TO MATCH LA HABRA X-12"CHABLIS". - - - - - - ---- 1 ' EXTERIOR WOOD. FRAZEE#180 SAND DUNE". ct SLUMP BLOCK MASONRY: FRAZEE#7782W"PEACH BEIGE". METAL LOUVER GRILLE AND W.I. GATE: FRAZEE#8055D"POSEIDON". 1�1 U � 186 185 -- — I87 I86 i � 184 [ii]7 O EXTERIOR METAL DOORS South 5>� �� A P� g « � AND FRAMES; PAINT TO MATCH ADJACENT WALL � P��° •I •� A•11 $ � SURFACE. O ~ j bill U C w 180 181 EXTERIOR ELEVATION GENERAL NOTES 1. CLEAN ALL EXISTING STOREFRONT FRAMES, GLAZING AND NEW O J. SPANDREL GLAZING AT CONCLUSION OF PROJECT. 1� r nn nn^r�nn n nnn s.nn►-n^^n!�n r 2. REPAIR ALL BROKEN OR MISALIGNED CLAY ROOFING TILES. REPAIR 1�) w .:.��i .is n-,:a:.�.•�..iii:r - HIP AND RIDGE TILES PER CITY OF RANCHO CUCAMONGA STANDARDS „„..,..:. ..-.,.. ,-, �-.,, .:.: „,.:. .;r•^;, ��ii FOR HIGH WIND AREA. � ^r:r. i+ii��.:r►r+ri r.i�^��ri i•1.1'� rrr ^'bai►.i r•i v�.::�r+i+.:i+-.�"�+�'•.::.-r�i.-;�'•^-,•►��'r:�.��-1..i�`.r i�+i�s:r:r-n+'��.� - --- —-----y-- __- __ -- ------ ------ -- �ri�r���� n`rYn"5.i r:ri s�r�nr►�i�n r.� i�i�n�r��ii�rJ�'^��.�r:�if'.�•e-�: 'i+:�� a r:�r::�-i�n i��'r.'�•i i����:�'. �� - '.. -'�-^._- '--- ----- --- 3. ALL FASCIA, EXPOSED WOOD, PLASTER, AND MASONRY SHALL BE PAINTED. KEY NOTES CONT. � o _-:------ ------__- _ ____ - -- - -- 190. NEW CONCRETE TILE ROOFING. o M 191. NEW EXPANSION JOINT TO MATCH EXISTING. PATCH AND REPAIR U o EXTERIOR PLASTER AS REQUIRED. FINISH PLASTER TO MATCH EXISTING TEXTURE. Ln < East192. REMOVE EXISTING EXPANSION JOINT. PATCH EXTERIOR PLASTER AS NOTED ABOVE. '- > GLASS LEGEND - Y 5 ; ;7 o O O 181 180 a, = 0to0 2 3 EXISTING VISION GLASS TO REMAIN. ` < r--" EXISTING VISION GLASS TO BE REMOVED AND REPLACED WITH a o �• finr►ri r�r��nti ` i / i�ri�i `1•+ni+r+� "r+�inrtn nrh�►.�r+:rn L n''r��rr�}vi�►�rtii�r+�r:rr�.tr�►irn�-nn`1Y�+`�r+`rr�:ti rti�r���r!`� n- n ^n.��.�i�::rnl'�n��+.'}^�f n rn.'�ni TEMPERED SPANDREL GLASS (SEE SPECIFICATIONS). Ar% n rn �L 014 nor w _ i r► �n1•+4:r�r•: r� r15: n►�n r i n n Y+c 'Y� 1 w r+rti�r i n`r lf►`r i r�'►�►r }�"� i+ �`r+rriti�nd 0-% ��+'^ A•n ~ n Z r+'rf"J'����n r�r�n n n� n r►r►�n r� iu i+r►�n "n �� - i►rn•� n "1 rr+rtr�n n��n� n 'Y��+ n n�'n'�-1"+� n r l+n�n`r�r+'.I�l_rlr1 �•^ W _-�� ----=_..---• ----- ------�-----=.�._-�_ - __._-- — ---•-- -� =_� 183 - --- 0NSU.TAN1 I - -- - --- ---- - - _ I — - - -- _ - - - - --- — _ - o 186 187 1p 186 182 North UIT OF RANCAM MCMAOINA • - l�uoortsnoea oftAPPROVED BY: !«fit CITY ENGINEER �E, �urccrnow s�aT a Pna= OHM a /f MTE nr DATE VATI „8" = 1-o" 10KMSM DEsc�aP� M � � O.A_9 EXTERIOR ELEONS � ,� O I � AD ORSCHEDULE WINDOW SCHEDULE Door Door Door Frame Details Details * C•11446 No. Size Type MatMatHead Jamb Sill HdWr• Remarks Sym Size Matt. Type Head Jamb Jamb SAGlass Remarks � REN. I 11 ' 11 I PR 3'-0" x 7'-0" �. AL AL I P A 4-0 % 4 -o MTI-. L=IXED "�" A11 14 Iq 11 Iq '�4 TK. GLK.wIRE GL. G 9�OF apt\FO�� 2 3'-oY x 7'-o" I✓ SG MTL i3 ( 3 I •� R H S 8 3�-O" x 4'- 8" 5TL �uN� 15 Alq 7 +/4�TK GER. WIRE GL. N ( � 3 3' 0" x 7'-o" 5G MTS +3 2 K H 5 I I 4 31-0" x 71- o" SG MTL. 13rig3 R S j'OB NO 95091 _ FXISTIN� NEW jR 3-0" 7`-o MTL SATE Sept. 11, 1996 STORE F ROKT i sTa> F Rat'i' J 9'foKEF iZG+htT R _ i q lv 3�-o" x 7' -o" L H M HM 17 IS 5 P -r FRA,Me: T=RAMS FtZAM& ! s 7 PR 2-Com"x `- O't 13 AI 13 I u i ` SG MTL 6 6 3'-0" x -7 o" 3 (� (3 7 U - q 3°-ox 7' -o" s� MTL. 3 I I I U A c !O 3'- 0 7'-0" g, AL AL �' IVAI S P T PR31- 0 11 11- O" p S G MTL 3 I� 16 UAlq 12 3 -O x 7 - O �1 SC ,moi TL °3 7 U I __ � a ,. 3 13 W r--� T- - _ � l3 PR 3-o x ? -o 191 5C. MTL P R S I v L O New 5.6 JAR. I �-tll� _ N - NSW N.M. VOOK 14 Z �__ J �__� Mme. FRAME �- F+.M. FRa.MG 3°_p�, x ?'_ on D 5G ATL I� 13 U f5 PR A19 I W . � M>✓N 5 ot< t i3 13 ^ H6M�sr S ((o �R, 3-O x 7-o D SG MTL I 6 U A to RjA-r 7 3'-0" x 71-O" F HM H M ( �' I� P T U �/ i3 v 2 16 PFZ 3�-0" x 71-0 �1 SC MTL i3Il 13 11 + P R S �/ D D1 E C,1 F 9 3'-0" x ,'-o" �I Sc MTL I 13 1 to P R s (SEE NOTE 8) (SEE NOTE 8) 20 3'-0" x 7'-0" AL AL I`1 5 6 I g P T ~ -o,� i oto Sc MTL �'� 13 3 U O Q� X N E;W .G. Fl 1C,1� 21 3, r � u � � I 13 (� I TT�� Cl1 >% (STING 5 G 5 X 2Z 3 -O x 7 -O 5G MTL 11 U V1 ct U ' FIXED PANEL PANEL I AI� 23 3'-0" $ 7'-O" SC Mt TL 13 All 13 I 1 AM u g U I 2L}- 3'-D" x 'l'-o" C,1 5G MTL 11 13 14 P R S O j O EXISTING �,G. I - NEW 5,C. gooR 5 a t u ~ r RAMC, 2. 3 -o Y 7 -o G AL AL I°1 P 0 O � � � � O2. � I+.M• i O �. NSE F � � V FRAME --� O 2& 3t-0" x 7'-0" p H M 4M I I I� 5 P T U FrovlDs UwISt;X , �t 5 � -.h SYMt3o s 27 31-011 '7 -0 8 AL AL I I�.. P ct 2.6 3'-o" x 7'-o" �, AL A L 4" AIS '� (� P %I I Z O r! 29 FK 3'-00 % 7t-o" pl SG MTL I 19 13 Al P R 5 ,S0 3'-0" ,� ,'-o" � SC MTL /3 Al {� 13 u f 31- o li x 7'-0" � 5 G MTL r~l 0" ), 71-o" M s c HM c � NF-w H. M. —Nr�-W 5.G. 33 3'-O" x 7'-0 H SG H M IS F - FIXE12 PANEL 1=1x�n NtiL I ,� ffl-.A 84 3 -o" x - -o J SG MTL (� I 16 US t, 1-00 r1Ew N.M. DR NF-W MET. vR. 35 3 _a x 7 -o M 5G H M _ IORAME NEAR _ a i 3,( 4`-O'` x ?'-O" K �},t�. H M 1 7 I 17 T N ' EXtS?TNG H.M. � p _ t f FFZAM E: - ° I NEW N.M. DR. - 37 PR S-0 x 7'-p" G S G HM I$ F t 1 t:XtSTINd H.M. ^R�� G- 32S � 3'•13 X7 -D `� SG. HTL. A Js Q U F=R M P W d K L nll � d � co DOOR SCHEDULE REMARKS LEGEND WINDOW SCHEDULE REMARKS o d z � Q P = PROVIDE PANIC HARDWARE. " O o P DOORS NOTES G = FIXED WINDOW FRAMED WITH GLAZING SHALL BE LISTED AND _ d P P LABELED '/, HOUR FIRE PROTECTION RA'T'ING. TIMELY METAL00 1. ALL NEW DOORS AND FIXED PANELS SHALL BE 1-3/4" THICK. R = APPROVED LABELED 20 MIN. DOOR, FRAME AND HARDWARE FIRE FRAME, WITH 1/4" WIRE GLASS. p = 0 .,:c d o 0 ASSEMBLY. PROVIDE SELF-CLOSING DEVISE. W _ x _ SoLID GoR�' 2. ALL NEW SOLID CORE DOORS AND FIXED PANELS SHALL HAVE OAK H = VERTICAL SLIDING WINDOW FRAME WITH GLAZING SHALL BE ~ u LL p �I - L-p Pop-9 VENEER AT BOTH FACES. U =UNDERCUT DOOR I". LISTED AND LABELED '/, HOUR FIRE PRO'T'ECTION RATING WITH � U = o IT 1 I.AA��L FUSIBLE LINK AND AUTOMATIC CLOSING ASSEMBLY. w 3 = 3. METAL DOOR FRAMES SHALL BE TIMLEY PREFINISHED ST'EFL DOOR T = NEW ALUMINUM THRESHOLD. P FRAMES. ~ z z F = EXISTING DOOR AND FRAME TO BE REPAIN'T'ED. NEW (OR REPLACED) GLAZING 1N THE FOLLOWING LOCATIONS SHOULD w Q d - 4. NEW STOREFRONTDOOR GLASS SHALL Bl�. '/,"TI llCK 'lT'MI1FRFD GLASS. BE OF SAFETY GLAZING MATERIAL IN ACCORDANCE WIT(l SEC'T'ION 2406.4: a Q a0 a FRAME FINISH AND COLOR TO MATCH EXIS'T'ING STOREFRONT. S = PROVIDE: WALL SIGN PLAQUE ADJACENTTO DOOR. SEE PLAN FOR N LOCATION. COPY SHALL BE AS FOLLOWS: a) FIXED AND SLIDING PANELS OF SLIDING DOOR ASSF.MB1,11 S AND t 5. ALL EXITS ARE TO BE OPENABLE FROM THE INSIDE wrn lour THE USE PANELS IN SWINGING DOORS. ONSULTANI OF A KEY OR SPECIAL_ KNOWLEDGE. DR. 2 WOMEN b) FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THF: DR 3 MEN NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF 6. ALL ROOM SIGNS SHALL BE MOUNTED ON THE WALL ADJACENTTO DR. 4 JANITOR EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSI'T'ION AND THE DOORS LATCH SIDE. CONFIRM LOCATION WITH ARCHITECT. DR. 5 ACTIVITY ROOM I WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 DR. 13 ACTIVITY ROOM 2 INCHES ABOVE ]'HE WALKING SURFACE. 7. DOOR HARDWARE SHALL BE LEVER TYPE AT PASSAGE DOORS. SEE DR. 18 ACTIVITY ROOM 3 SPECIFICATION SECTION 08710 FOR HARDWARE SPECIFICATIONS. DR. 19 ACTIVITY ROOM 4 DR. 24 ACTIVITY ROOM 5 8. AT DOOR TYPE D1 AND EI, PROVIDE, GLAZED VISION PANFI. OF DR. 29 ACTIVITY ROOM 6 MAXIMUM 1,296 SQUARE. INCITES IN EACII LEAF. GLAZING SHALL BE DR. 32 STAFF CITY OF RANCHO CUCAMON(A CLEAR AND COMPLY WITH U.B.C. SECTION 713. DR. 34 RESTROOM MEN, WOMEN APPROVED BY: RECOYIIENDEU 81f: CITY ENGINEER RCE: DATE: H = PROVIDE DISABLED ACCESS RESTROOM DOOR SIGN. suesocraN sNEEr B =WALL BUMPER FOR MASONRY WALL. PROJECT SHEET A= FIELD RATE EXISTING FRAME FOR COMPLIANCE, WITH 20 MIN. OF ASSEMBLY. SUBMIT REPORT FROM APPROVED TESTING AGENCY BY DTE DRWNG SUCH AS WARNOCK-HERSEY. O REVISION DESCRIPTION OEM cffy Dowdmt Mi"Wai i 5E0 AACh'jI, `��Q�,�ER�.P,q FINISHSCHEDULE G11446 Ceiling Room Base Walls Ceiling Height Remarks sr REN. Number Room Floor )- OF 0 -� w u� a _j1= JOB No 95091 d ~ :17- d a SATE Sept. 11, 1996 E I- ,L► d) UA Z UJI Z Z )Rh;JVN E- �- 2 100 GALLtRY LAST ('3 G I GTP I V P� 2 P4 �Z p 0 ✓,� Itl NOTE �-, 3 . 'ROOM FINISH LEGEND B3 Ip = + NOTE 2 KEY MATERIAL MANUFACTURE PATTERN COLOR SIZE REMARKS 1p 1 AGTlV ITY KQO1 A 14 P5 31 P2 �z � (o S CARPET INTERFACE MARRAKESH 1622260000 1717 MOORISH 6 FT. !GLUE DOWN,2602. � TPItiDTE 2 3 SEMI GLo55 CTI CARPET TILE INTERFACE MARRAKESH 1622260000 1717 MOORISH 18 X 18' GLUE DOWN,26 OZ. G P 2 F-4- T-4- Cl i f r CT2 CARPET TILE INTERFACE NOTES 1360200000 5631 PARROT 18'X 18' GLUE DOWN,28 OZ. 1011 MEN/ T3 CARPET TILE INTERFACE NOTES 1360200000 5617 RUSTY NAIL 18"X 18" IGLUE DOWN,28 OZ. TPI g Y oTE 2 3 S EMI C,t-�55 VI VINYL TILE TARKETT SIGNALS-THRU CHIP 3837 NAT.BEIGE 12 X 12 X 1/8" 103 W O M f;N 5 P2 Y 4 t 4" KETT KEYSTONE-THRU CHIP 4415 COPPER 12 X 12 X 1/8' F,2- g AI T A,,4$y HT_ V2 VINYL TILE TAR ;`'2 �.� W • V3 VINYL TILE TARKETT_ COLLAGE-THRU CHIP 5212 TEAL 12 X 12 X 118' v I 31 Z V4 VINYL TILE TARKETT KEYSTONE-THRU CHIP 4420 BLUE SEREN. 12 X 12 X 118' 104- J AN I TO TARKETT SIGNALS-THRU CHIP 4849 BUR_GANDY S VS VINYL TILE4- B-1 V I j Z 2 W B1 TOP SET BASE BURKE 154- CHARDO_NNAY 4' ;USE WITH VINYL TILE B2 TOP SET BASE JOHNSONITE C888 NASSAU SEA 4- IUSE WITH C1 CARPET 105 5 TO KA.G� ,L� ' \ • 63 QUARRY TILE BASE AMER.GLEAN Q23 SUNRISE 4'X 12' UNGLAZED I°2 i U _ CERAMIC TILE DAL TILE D69 DENIUM 4-114 X 4-114 GLOSS I Oro 510 RAG E V I I ,Lct T2 CERAMIC TILE DAL TILE DM12 MUSTARD 4-114 X 4-114 GLOSS O (p - GRAPE 4-114 X 4-114 GLOSS 2 S JOT E Z UP4 T3 CERAMIC TILE DAL TILE D57 HELL h1/4 X 41/4 MATTE OD V P2. I 2 T4 CERAMIC TILE DAL TILE D727 S A C T I V I T�( M K27OATMEAL 2 X 2 MATTE I O TS MOSAIC TILE DAL TILE DK23 COBALT BLUE 2 X 2 MATTE2- 10 8 `+� T6 MOSAIC TILE DAL TILE DK23A ��- ?2 .4!� U T7 QUARRY TILE AMER.GLEAN 023 SUNRISE 8 X 8 UNGLAZED 101 c TO{� S- _ QUARRY TILE AMER.OLEAN NT59 8 X 8 GLAZED -7 FY�C7 (p 1�.� r T8 D 915 LIGHT SMOKE 1/8'JOINT EPDXYP2 G1 GROUT TEC TA470 902 IVORY 1/8'JOINT UNSANDED loci 51ro 1 1b%G1"11 I p� ` • G2 GROUT TEC TA610 ^ � HYDROMENT COPPER CANYON 3/8'JOINT SANDED ? G3 GROUT S_S1 SOLID SURFACE DUPONT CORIAN SAPPHIRE 3/4' UMNATPOLISHED I I O 5TO KAG� v 1 3 2 L1 LAMINATE WILSONART LAGOON D419 6 ATT Q (� L2 1 v 1 V LAMINATE FORMICA DUSTY JADE GRAFIX 505 TAPIOCA :SUEDE -1 L3 LAMINATE PIONITE ST613 IMATTE I I I ALT I V I T Y K O O M Y P I i 2 875 CORDOVAN W Z U L4 LAMINATE I FORMICA WARKLE FINISH m L5 LAMINATE FORMICA BEIGE GRAFIX 506 8 U L6 FRP LINER PANEL SEQUENTIA STRUCTOGLAS 001_WHITE LRV88 6 BEIGE 1 ` I Z _ _ — RESTROOMS USE SEMI-GLOSS P1 PAINT FRAZEE 66, P2 PAINT FRAZEE 8721 CLAY BEIGE LRV67 P3 PAINT FRAZEE AC128N BURGANDY LRV 9 LOW HIDE v I 1 P Z P4 PAINT FRAZEE 8046 MUTINY LRV 11 113 ;TRADEWIND X40 p WP WALL PROTECT. IPC v( r' A� TP TOILET PARTITION ;SANTANA POLY-MAR HD NAVY BLUE 290 I I A 5 TO 2 A G a' NOTES: NASSAU SEA; 41' N�T E �' N N40 ci:3 n( 1. TRANSITION AT ALL MATERIAL THRESHOLD JOHNSONITE CTA-XX-C JR. CARPET TO RESILLIENT ;ADAPTOR/88 I f�j ACT Iv ITY I�oo M VP3 O CCA-XX CARPET TO CERAMIC ADAPTOR Or-B-33 ADOBE PEACH t O T 2. SEE FLOOR PLAN FOR FLOOR PATTERN. VP3 B( P 2 pZ O O (� 3. SEE ELEVATION FOR DETAIL DON ELEVATIONS. 1 1 � ACTIVITY Roots V G 4. RESTROOM DOOR CASINGS(INSIDE)P3 SATIN FINISH.ALL OTHER DOOR CASINGS P4 SATIN FINISH AS NOTE O I Q �IO.1-1: 2 5. NEW HOLLOW METAL DOORS TO PAINT P2 SATIN Y P2 a I �^ O f 17 ACTIVITY Roots , r ?2 8 6 I---I -4.1 - 118 5TOK*GE vl I P2 A I I -_Ila= r"A III[droul 11 Ire mezm=ml P ?2 8 u • DATE 11 3TOKAG F I I ` DATE PROJECT NAME LIONS PARK COMMUNITY CENTER - EAST 9-16-96 a � U PROJECT NAME RK COMMUNITY CENTER - EAST 9-16-96 X20 o�F IGS GI `�2 PZ �2 LIONS PA ,� •�.ro +ws •-*fkVt-r. j r 4 r¢ j 8 E 2 y`y�rnt GL-055 ` PROJECT ADDRESS G 9191 BASELINE RD. RANCHO CUCAMONGA, CA 1{+` y • ' ` •� TELEPHCNE �5. # c ±R 9E'"u'rtt ASSEMBLY NAME INSUALTION R-VALUE• CONSTRUCTION TYPE LOCATION/COMMENTS: hIME"TO w PRINCIPAL DESIGNER-ENVELOPE PETER J. PITASSI 9 +'` M ` 1 O (909, x0-1361 ;. i; (eg Wall-1, Floor-1) (eg. R-Ig, R-22, etc.) (eg. ©lock, Wood, Metol) (eg. Suspended Ceiling. Demising, etc.) FIELD `/1,2 TAF F TELEPHONE �sv 9M, BLOCK ka ''._% l+ DOCUMENTATION AUTHOR A�,t?t'c 'Uad WALL-1 R-1.6 O P 11 12 3 M E GH AAN LGA L TSD M WALL-2 R-1y �� LATH bC PLASTER SOUTH ONLY _ ~ DATE OF PLANS TU ILDING CONDITIONED FLOOR AREA CLIMATE ZONE BUILT-UP 9/11/96 10,920 SQ.ET. 14 ROOF-1 R- 3 5• 6 _ CJ NONRESIDENTIAL HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM �OC�t- -2 R- »• 6 CC�niCRE i E 111x 1 — BUILDING TYPE ❑X ❑ a PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION a ALTERA?ICN ❑ UNCONDITIONED (File Afridovil) i�._ - - - .-. W N U PERFORMANCE 1-I' p' METHOD OF ENVELOPE COMPONENT ® OVERALL ENVELOPE ❑ — fir,.! IN Q COMPLIANCE ± --- Q � oo Ul) > n • • ' �9 if:11 ¢ Q Z cc o e This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, _ ^ ;. .,i. Y o Ports 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. a;S1 �' P o c o ALL INTERIOR FINISHES MUST COMPLY WITH CHAPTER 8 OF THE U.Q.C. a, The documentation preparer hereby certifies that the documen on s ,rat a d S�mpiele. = r / WITH CLASS 11I FLAME SPREAD RATING (MINIMUM) FOR A-3 W � � x wQ • DOCUMENTATION AUTHOR LGN E OCCUPANCIES. PETER J. PITASSI DATE/10 WINDOW NAME N0. OF U-VALUE FRAME TYPE EXTERIOR OVERHANG GALZING TYPE t7pT '';ir3 _T U LL Wood, Meld, etc.) SHADE? CREDIT? (eg. Cleor, T4-ited) IIELU ! U 3 U (eq. Window-1) PANES leg d r'-' The Principal Envelope Designer hereby certifies that the proposed building design re_-re;eared in this set of construction WINDOW-1 1 1.1 METAL NO YES SOL. BRONZE , w docurnents is consistent with the other cornplionce forms and worksheets, with the . pec licolions, and with any other NO NO GLASS BLOCK ~ o U calculations submitted with this permit application. The proposed building has been es coed to meet the envelope WINDOW-2 N 1 0.51 /A r7 z in sections 110, 116 through 118, and 140, 142, 143 or 149 pf Title 24, part 6. M w co Of a Q requirements containedJ a" Q -=N-=- AR Please check one: _ X I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this _)NSUJAN1 document as the person responsible for its preparation; and that I am a civil ena:neer or architect. - (� I offirm that I am eligible under the exemption to Division 3 of the Business ane �'ofessions Code by Section 5537.2 of (tie Business and Professions Code to sign this docurnent us the person respor_- e for its preparation; and that I am a J., licensed contractor preparing documents for work that I hove contracted to pe",crm Mks 4`•-�. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business i-.. =-efessions Code by Section of the Code docume-. :z_ 'he person responsible for its I preparation; and for the following reason: / SKYLIGHT NAME N0. OF U-VALUE FRAME TYPE SKYLIGHT MATERIAL GALZING TYPE f 6tE, ITO, FAKES (eq. Wood, Metol, etc.) (eq. Gloss, Plastic, etc.) (eq. Clear, etc.) I;tEl�l MY 0 " RANCHO CUON� PRINCIPAL ENVELOPE DESIGNER - NAME SIGN RE i I UC. N0. DATE (eg Sky-1) PETER J. PITASSI G 'l/ SKY-1 0.29 METAL al °�` LOW-E i RECOMMENDED BY: APPROVED 8Y: rr • • . • 077 CITY ENGINEER RCE• DATE. , If fvt Indicate location on plans of Note Block for Mandatory Measures I —t • �eSECTION � • e • • '' 2 Plan Check Comments °F E PROJECT SHEET M For detailed instructions on the use of this and oil Energy Efficiency Slondords compliance :!ease refer to the Nonres dentioi _ _ Aff�den / mmision • • " Manual published by the California Energy Co , - T _ ��� incor orated in schedules - ��� 1 2 rn P t n for all submittals. Por may be - - - - _.,.._ rr.... • .•. Required on plans -- - ENV-1: e .. _ µ depending on method of en <� o .rrolonce .._.:..,,. �. . _ . . LL— e -_ a ro rote version dep g ,•„ „ Q NV-2. Used for all submittals, choose pp p -...--... . r v , ; ^,.. . , ::,,, . ...., BY DATE BY 191f1TE NO/� ENV-3: Optional. Use if default lJ-values are not used. Choose oppropiote version for osse^ Giv U-vuiue to be calculated -' REVISION DESCRIPTIO Nonresidenliol Compliance Form.. December 1991 M' � July 1995 ____ ___ - Nonresrdenriol complionce Form -- ri INTERIOR ELEVATION KEY NOTES: p ARCy� J.P/q TQC• 00 5/8" THICK GYPSUM BOARD. SEE FINISH SCHEDULE v 210 225 FOR PAINT COLORS. * G11446 201. OMIT REN. _S 202. PLASTIC LAMINATED STAFF SERVICE COUN'T'ER. SEE 0F FLOOR PLAN FOR DEPTH. ® P3 TO 11441VE 203. HIGH/LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. JOB NO 95091 204. SOLID SURFACE COUNTERTOP WITH 2" SOLID SURFACE )ATE Sept. 11, 1996 P3 P¢ POOK 4 w1NLow p¢ F ! BULLNOSE DETAIL. ---- -- -- - ----- ---- 4 To IN�iit FRAMES PAINT ' i i 4- >RA`JdN P2 BoTN SIDES TO .r} 205. PLASTIC LAMINATED COUNTERTOP WITH 2" SOLID SURFACE i - - -- INCLUDE KK 107 , BULLNOSE DETAIL. 1 - - 206. 24" DEEP FULL-HEIGHT PLASTIC LAMINATED CABINET WITH P2 FIXED SHELVES AND LOCKABLE DOORS. Q P3 N P2 TO GoRNtR 207. EXISTING DISPLAY CASE. _ - - - - - -- - - -- - 81 BI ..� 208. DISPLAY CASE. T I 209. ADJUSTABLE CLEAR, TEMPERED GLASS SHELVES. p�-uM�l�lb �� NORTH O • P2 83 25 �� 3 PLANS 224 0° 27 "'1 230 210. SLIDING TEMPERED GLASS PANELS WITH LOCKS. 211. KNEE SPACE. ^ • RMm 1GALLERY EAST 212. 24"DEEP FULL-HEIGHT PLASTIC LAMINATED CABINET WITH ADJUSTABLE SHELVES. U � 213. 24 DEEP PLASTIC LAMINATED BASE CABINET WITH PLASTIC LAMINATED COUNTERTOP, SPLASH. I� [� v • P2 -Q PLASTIC LAMINATED 214. 24" DEEP [� + _ S C BASE CABINET WITH PLASTIC � O LAMINATED COUNTERTOP, SPLASH AND RETURN, AND LOCKABLE DOORS AND DRAWERS. ct V 215. 12 DEEP PLASTIC LAMINATED UPPER CABINETS WITH FIXED U = U (jam2. SHELVES. 10 216. 12" DEEP PLASTIC LAMINATED UPPER CABINETS WITH FIXED O SHELVES AND LOCKABLE CABINET DOORS. V _ 217. DRAWER, TYPICAL. -O 218. FIXED SHELF _ ® Z O 219. 4"TOE SPACE.IT T O P3 IZ _ -� _✓ 220. FIXED DRAWER FRONT AT SINK. ~ I-I r` 221. WATER CLOSET, TYPICAL. SEE PLUMBING PLANS FOR r \ P2 �� ADDITIONAL INFORMATION. v 222. URINAL, TYPICAL. SEE PLUMBING PLANS FOR ADDITIONAL / \ iINFORMATION / sO 051 223. LAVATORY. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION.r22� NORTH CONT'D. FL2� EAST 25 224. "TIMELY"FIRE-RATED DOOR FRAME AND WOOD DOOR. 225. "TIMELY"FIRE-RATED WINDOW FRAME. Q U W RMm 1EASTw226. REFRIGERATOR. SEE SPECIFICATIONS. 227. ; NICHE FOR VENDING MACHINE. a c > � . 228. EXISTING STOREFRONT. ¢ a z co Iq 0 _ P P F~ x o _ P2 229. 12"X 12"GLASS BLOCK. .� P P a co �} a, = OaoP W 230. WALL MOUNTED CLOCK. (I 511 P IAt�Mr )- _ x 235 231. MIRROR. = o _� 125 P2 225 232. PLASTIC LAMINATED GATE. N o U Z 233. FIXED HOLLOW METAL PANEL ABOVE DOOR. `'' Q a To P3 TRN�° C4!14750-C4!14750- °N ARS al. Q co u c � i�51t� P3 234. 4" RUBBER TOPSET BASE. '� �� - +_ t - 235. LIGHT FIXTURE. JNSUL i AN 1 I P2 236. EXISTING SLUMP BLOCK WALL PAINTED. / 237. FIRE-RATED SINGLE HUNG WINDOW. 00 CITY OF RANCHO CUCAMONGA APPROVED BY: RECOMMENDM W. i c CITY ENGINEER RCE: DATE: V11, 2 I 2 234. U O EAST suesE>Cr sHEEr OF ' PROJECT SHEET of RM. 100GALLERY EAT °��0 REVISION DESCRIPTION o� qiY MWO4 Er+or+t�e �n�o�c Nh_1 � F�7INTERIOR ELEVATION KEY NOTES s�o ARcy,T �� J.P/ 0 cm) I—x 8 vU E 8X 8 DECO" * C-11446 nr, WHEIzE —5iJOWN RM a 235 238. 1IORILONTAL MUNTIN MA'TCII EXIS'T'ING S'TORFI RON'T. �7�O F C Al P2 211). CI{ItAMIC TILL, N i 240. EXISTING WASTE FthCEI�'I"1'ACI.I',.SSED PAPER 'fOW1:1. UISPI:NSI?R AND 95091 - JOB NO c o 241. 8" X 8" FIRE-RATED GLASS BLOCK ON RADIUS. SEE FLOOR )ATE Sept. 11, 1996 PLAN FOR ADDITIONAL INFORMATION. CA ` � D �DD(Z � i � �� ►NA :)RAWN PAINT APJAGENT WP,tir 242. OMIT. _ � � I _� O \P�} �, I 243. EXISTING ELECTRICAL PANELS. SEE ELECTRICAL PLANS. _ �I NWT zX MIS C P2 = 244. NEW 6" FURRING EXTENDED FROM EXIS'T'ING ELECTRICAL PANELS TO WITHIN 18" OF DOOR JAMB. 245. SOLID COMPOSITION TOILET PARTITIONS. PUTA>IDS 246. SOLID COMPOSITION URINAL SCREEN. 231 Ilk SOUTH 247. FIXED WOOD PANEL ABOVE DOOR. O • O !? I R 234- 25 1 Z 2�}1 2l 2 215 22S RA _ AI 248. PLASTIC LAMINATED COUNTER. W U 249. OMIT. u ^ RY EAST " U RMm 1 GALLE ER I X2 FURRING AT 16 O.C. MIRRORS OVER 250. PROVIDE WALL MOUNTED M IN 4'-0" WIDE PANELS, TO 6'-0" HIGH. PROVIDE 2 OAK 1-1/2" DIAMETER BALANCE BARS WITH WALL BRACKETS A 112" I IIGH AND 42" HIGH. I� v 251. 5/8 GYPSUM BOARD FINISH OVER NEW OR EXISTING FRAMING. � O 252. NEW SLUMP BLOCK WALL TO MATCH EXISTING. PAT44i SEAT. trX I s'n Nb I-+--I Z U �OG� OUT�T 253. PROVIDE "'TRAP WRAP" BY BROCAR PRODUCT'S, INC. TO DItAIN, �' l 247 3 [2,311HOT AND COLD WATER SUPPLY LINES AND VALVES. O 7 �•/ A 15 Al 254. FIRE EXTINGUISHER CABINET. SEE SPECIFICATIONS. P4 O l 255. WALL PLAQUE. V 256. CONFERENCE UNIT. SEE FLOOR PLAN. Ct �. Z O 257. LOW LEVEL EXIT SIGN. SEE FLOOR PLAN NOTES. P4� 258. LOW LEVEL EXIT PATH MARKING. SEE FLOOR PLAN NOTES. o =l9 h g2 gr cwrr.- TLt t 13� Ar �aR!Pf:T �3, 1 N 11 It 0 Cl o 248 SOUTH, CONT-D. � 202 236 Q U P W RMm 100 GALLERY EAST = w N u.. � 7 � Qcnco u') ' - , moa C Z ao v O p O p () < 0- 0- 0 ) QPOo w 3T Lv 0, 0 Z W c Q NOTES: a. Q m a 1. ALL ACTIVITY ROOMS SHALL HAVE LOCKABLE DOORS AND DRAWERS ON ALL CABINETS. �)NSULTANI s U) I u► CITY OF RANCHO CUCAMONGA I T / APPROVED BY: REODMMENM 8Y: \L CITY ENGINEER RCE: DATE: f . ' SU8SEC M SHEET 23s ZZa z WEST of PROJECT sHEET Of gr o� er or►T>E 3/8"" = 1"-0"" DE" 1-131 0 REVISION DESCRIPTION ptt M. 100 GALLERY EAST R 1 I r ' j) AR 011446 $ V6 10 33 _ OF CCL JOB NO 95091 — �— — - \ SATE Sept. 11, 1996 ,\ P2 M `JVN P4 P )fly aQ L l L2 NAX. . - __ 101, ol 2 334- el z 1.4 2 I I z 19 SOUTH z3q I. NORTH c� W . 0 , v � 1 3/8" _ T-0.' C� RM. 101 ACTIVITY ROOM 1 RM. 102 MENS RESTROOM U � Uro oum O z 235 2ir 3 77 co I� o �2� 2 EAST �z 2 5 ZZt 13 2 SOUTH 221 g 3 WEST 22t J t3 245 ¢ NORTH o P w RM. 102 MRESTROOM 1 3/8" = T-0" 121 RM. 103 WOMEN RESTROOM w Qr) Q C o Z ao c _ P P P O p A+ = OQvo w U v — U ~ x U LL r w 3 O 231 235 Z W v Q p. Q ao UNSULTANI T4 f00 T4 :T _ cmr OF RANCHO CUCAMONGA RECOMMENDED BY: APPROVED BY: CITY ENGINEER RCE: DATE: �'> �F i wesEctaN sriEEr 22 F2.213 EAST SOUTH WEST 22� OF I 3 8 PROJECT sir 9Y DATE er DATE of RMm 1WOMENS RESTROOM 3/8" T= -0" 3 o REVISION DESCRIPTION DESIGN CITY �r 'h—l� _ 1 0 ARCy/ v *, C•11446 REN. u S19� 216 10 HC-H 1? t;q'MeTwI'� OF C A1. _ JOB NO 95091 SATE Sept. 11, 1996 551 SRAWN p� 202 205 2 _� P2 L?- Z / OOL-4- W u l O 217 219 2Z L I 2► 2 WEST SOUTH Z C� W • � RM. 107 ACTIVITY ROOM 3/8.. = 1 RM. 100 S S OU TAEE ERVICE C NTERU M blo H Uro 0 75 � U O ►—� as, o ir O 1 { ffli EAST NORTH WEST WEST c O M P RM. 100 STAFFSERVICEOU C NTER 3/8„ = T-0.. Q — QCnao > U (� V,Q ZQ _ O p Y O _ 00 W U v U -10 LL V O W C o U � z Wc Q 0.. Q 00 t — + ONSULTAN 1 T4 �P4; T 4 23i M __.00 - 71 d +f \ I CITY OF RANCHO CUCAMONGA m APPROVED BY: `. J REC0111tEliDED 81r: J. J 7T CITY ENGINEER CE; -4953 DATE: NORTH I3EAST 221 , 2 Rz� SOUTH WEST w� SHM 8 2 � - cw PROJECT SHEET W WE ffr M%M of RMm 121 RESTROOM 3/8" = 1.-0.. 3 o REVISION DESCRIPTION DESM MY 0RA NG EHON�R ,IPMOAIED Nh— Q 5E0 AACy/T I F �U Q�c.� i �J► v G11446 REK I 236RR 247 247 215 I-I I 200 7 OF 23l ao -- _ JOB NO 95091 PZ Sept. 11 1996 - - ,_.)ATE P � e-7� O 7 L s 6I N ! [�] > > c1 - _ 2I 213 LI 21t 23 NORTH I s�3 No, EAST C� l F�� 243 W • U RM. 122 STAFF W R K ROOM 3/8. = T-0- 1 U ct � � Uro � u = u� 200 19 2 ct 0 con — - — ' P4 — �— 04 = _ _� _ P4 CP2-) F--� ILI O o L L 7Fc —4) " 'm Q �— o 21l I_I ZI F-,-�, eta 225 22 2 WEST � _ �I NORTH _ Q U O W MV)3�8.. = rte.. RM 111 A TIVITY R00 — < � co � ` Q RM. 116ACTIVITY ROOM C o Q C Z � v P P � P P 0 0 0 <c (> Z� AIS 0 — W = O C-, Z Q Q ONSULTANI Ix > 7- — — O Q—jr,7-V WEST F lxr09 t L Q 3/8.. T-0- 1 77 1 RM. 122 STAFF WORK ROOM � CITY 0r RANCHO CUCAMONGA APPROVED BY: 1/ RECOMMENDED BY. \ i - I CITY ENGINEER R DATE: , . �; -- suesE�.TaN SHEET EAST o� LI X18 1�� zl4 L I L� C PROJECT S or rr DATE er DATE R M. 111 ACTIVITY ROOM REVISION DESCRIPTION an Af) _1 1 j) ARC r✓t,o��. +$'- 6 r * C-11446 I +7 L,6 n 215 10 216 t2. r%se- 20o REN. OF 0 -N OO N � P2 LI JOB NO 95091 — — — — I )ATE Sept. 11, 1996 BRAWN �- I _� f -T1 I _ = N o rTl O • zz4 bl 23 2 214 219 SOUTH F?-n 22 II 214' LI WEST � W , U U C RM. 111 ACTIVITY ROOM c RM. 117 ACTIVITY ROOM H r O Oa� c 22 216 236 25 (1) Ig11 mef FIx0-p t US�i'cl.V E's F+•� _ oz � 10 P2 i C� Al - - — W _ — — 0 P4 .-_, � QL1 I F� c k \ r 4 ! \ U P4 P4 p w =N - I ` 00 BI { BI 221 200 2 I 217 21 21g WEST NORTH Q - o o � L( F214 217 219 23 Ll I Q U -- P W RM. 115 ACTIVITY ROOM 3/8" = r-0. 1 RM. 117 ACTIVITY ROOM3/8" T-0- 2 w N Q - > 0 MSYP. OR SofFIT _� ¢ ` Z co - P P x O _ __ . < 0, 0 0 fV,VT-ic- LAMItJ LI ;D a = o Q P o FA C-W _ e sTvftArp4--- loz , 5m rL H p(�&S- I 1- *M-P pugtJ M* Tim �AM It Ale �,; I o putt,-ouT HINErEO / I Gbo �j\$,,r, 1, O = � _ Pz I� � � P I - jig �� -- — — �- 26,t4 1 I� ! Y i ! Q �4 ck pLA9rIG LAM I HATe I I L2 / I ( \ I a Q °° � GoUN I I( '/ I; u WIC _ UNSULTANI M. 116 ;4 ' N EAST RM. 117 ACTIVITY ROOM Pa. - _ _ -_ C17Y Off' RANCHO CUCAMONGA I -'p 61 �, APPROVED BY: �` i/ �� RECOMMENDED 6Y: t ' , CITY ENGINEER RCE: ATE; r 2 � SHEET WEST suesocraN OF PROJECT SHEET of RM. 111 ACTIVITY ROOM °sis•� = r-o�� 3 DRAMANC 0 REVISION DESCRIPTION oEs1oN cRY �_1 �IorMEE1e ��ieo�rEo 1 MANUFACTURED ^!—IPR.EFINISHED STEEL EXISTING ROOF 2 #5 0 16" O.G. FOR ADDITIONAL INFORMATION. 5KYLI6HT /_5EE KNOGK-DOWN FRAME DETAIL SHEATHING p ARC EXISTING 5" 50. 1/2" METAL FURRING E EXISTING 2 X ROOF 2 X 4 BLOCKING NOTE: INSTALL 5KYL16HT T.S. COL. 5EE 5TRUGT. AS REQUIRED. R J. 3 5/6" 22 GA. MTL. STUDS RAFTERS I6" O.G. W/ A34 AT � �E PER MANUFAGTURERS p'` 1 0 24" O.G. W/ 5/6" TYPE FOR LOCATION EA. END INSTRUCTIONS. b'' 22 GA. MTL. STUDS "X" GYP. BD. EA. SIDE ® 24" O.G. W/ 5/5" I G11446 .* EXTEND ROOFING FLA5HIN6 BY TYPE "X" GYP. BD. TAPERED ALUM. UNDER FLASHING SKYLIGHT MFGR. EA. SIDE. I POLE. SEE 51 TE PLAN REN. LEVEL FOR EX15TIN6 5" 50. I !!GG LOCATION HEIGHT AND �O T.S. COL. SEE STRUGT. FCA z I/2 PLY WD 11 FOR LOCATION I _ 7_ _ I_ ANT R CRICKET � 1/2 5/6" TYPE "X" GYP. � G O G G QJ SEE ROOF PLAN 2 LAYERS I/2" "X" OF TO UNDERSIDE 2 X b B 16" O.G. I/2" METAL FURRING GLASS BLOCK GYP. BD. OF ROOF 5HT6. JOB N 5 III) ROOFING AND A5 REQUIRED. SEE DETAIL 1 CONT 20 GA. FLASH COLLAR DATE Sept. 11, 1996 BASE FLASHING b" 22 GA. MTL. STUDS TRACK W/1 #6 Q 5/5" "X" GYP. BD. 24" O.G. W/ 5/6" 5GREW EA. SIDE FILL W/ CAULKING TYPE "X" GYP. BD. 22 6A. MTL. STUDS, OF EA. STUD. TYP. I WOOD D6E5 DRAWN 3 5/6 22 GA. MTL. E. SIDE. SEE WALL LEGEND, " STUDS e 8 O.G., AT W/ 5/6" TYPE "X" SLOPE I GYP. BD. BOTH SIDES SEE PLAN FOR RADIUS, W/ 5/6" "X° a AND W/ R-II BATT = SKYLIGHT GYP.BD. EA. SIDE �` �� _ _ _ _ SEE STRUGT. DW65. SIZE �� 0 INSUL. BET. STUDS. FOR FRAMING \ I —I I —I I I— 4 = _—I�I-I I-HR. RATED NON RATED -III—III—III a I—I I—I I- NOTE: PATCH AND REPAIR EXI5TIN6 I =1 I—I I—I I - I- ROOFING AS REQUIRED. III—III I ° a III—I 1- SCALE: SCALE: SCALE: SCALE: —III=1 a 1-7 SCALE: / n— r n_ r n I—III d Q a I I1= SKYLIGHT 311-114, 14 PARTITION C COL. 12 _, _0 10 PARTITION C COL. 1/2"=l'—0 6 PARTITION @ CLG. , —, —0 3 =,i,—, TAMPED WITH I—III a ° 1. SEE 5PEG5 FOR CAULKING \ �ENED DRY I I II I II I d a I DEXISTING ROOF I—I I ° � T►� 2. SUBMIT FOR APPROVAL �� 0� SHEATHING 4 a ° ° v 10 DATA AND SAMPLES OF 3 5/6" 22 GA. MTL. GLASS BLOCK a r T 1 CAULKING. EX15TINO 2 X ROOF Ib GA. 6ALV. I w Z STUDS ® 24 O.G. DONT. GYP. BD. ABOVE GEILIN6 RAFTERS a° d � SETBACK I/6 1/4" DEEP MIN. ( 6 O.G. WHERE CORRUGATED CURVED SOFFIT SLEEVE a O OCCURS ) ATTACH EXISTING 5" SQ. a T.S. COL. SEE STRUGT. �7, �V AND BRAGS TO �0 z 2 X DONT. SOLID a a v STRUCTURE ABOVE FOR LOCATION BLOCKING STEEL CENTERING _I c I d° WEDGES 4, AS REQUIRED. LINE OF L z 3 5/6 22 6A. MTL. • Q STUDS ® 6" O.G., AT 2 #6 ® I6O.G. I I u SUSPENDED v CEILING W RADIUS, EAS SIDE III a 4 I a ° a J I 5/6" TYPE "X" GYP. IIII — — W w 1/2" METAL FURRING BD. TO UNDERSIDE $ v AS REQUIRED. 2 LAYERS 1/2" "X° OF ROOF SHTG. ___j I\ GYP. BD. PL. 1/2" X I6" 5Q. U ..I _ • rl 1 GONT 20 GA. 22 GA. MTL. STUDS, PL 1/2" X 6" SQ. SIE " b" 22 GA. MTL. STUDS SEE WALL LEGEND, O 5/6 GYP. BD. TRACK W/I #6 IN z (� � 24" O.G. W/ 5/6" W/ 5/6" TYPE "Xr. FINISH PER SCHEDULE TYPE "X" GYP. BD. 5GREW EA. 51DE GYP. BD. BOTH 510L (, EA. SIDE. OF EA. STUD. TYP. AND W/ R-II BATT RR ESTER SPIKE� LIGHTNING NOTE: THIS DETAIL APPLIES ARRr--t TO ALL CAULKING OF DOORS INSUL. BET. STUDS. 7 [� U WINDOWS 5KYLIGHT5, STORE � FRONTS, LTG. I-HR. RATED ED NON RATDIMENSIONS PER MANUFAG APPROVED STRUGT. CALCULATIOLATIO NS TYP. CAULKING NOASCALE 1 SOFFIT SCALE: 11 PARTITION @COL. 1 1/2-,r—o 7 PARTITION @CLGw SCALE: 4 FLAGPOLE FTG. SCALE:on 1 � \ 3 5/6" 22 GA. MTL. CHANNEL BRAGS o STUDS ® 24" O.G. (2) 3 5/5" 22 GA. MTL. STUDS 6'-0" O.G. 5TA66ERED O 1� ( 6" O.G. WHERE ® 24" O.G. W/ 5/6" TYPEAND ANCHORED TO CURVED SOFFIT "X" GYP. BD. EA. SIDE I 6" 22 GA. MTL. STUDS C OCCURS ) ATTACH ® 24" O.G. W/ 5/6" STRUCTURE ABV. AND BRAGS TO TYPE "X" GYP. BD. INT. FIN15H 5EE WALL SLUMP BLOCK i STRUCTURE ABOVE EA. SIDE. SCHEDULE LAY IN TIG TILE OR GYP.. DOBD.. CEILING. u A5 REQUIRED. SEE REF. CLG. PLAN r- MTL. STUD, SEE WALL 5GHEDULE W/ R PROVIDE 24 GA. -II BATT INSULATION G.I. FLASHING = DRIP ® HEAD MTL WALL.ALL. SEE ONLY I WALL LEGEND FOR 51ZE AND GYP. BD. I I CONT. BOTT. TRACK W/ FINISH. Q I- #6 SCREW EA. SIDE OF � d I- ul o _ b" H.M. FRAME W/ GONG. SLAB 5TUD. PROVIDE R-II BATT �, o N IN50LATION AT ALL �-MASONRY EXPANSION JO z Q rn EXISTING 5„ 50. WALL5 U.N.O. v CAULK ANCHORS 6LA55 BLOCK T.S. COL. SEE 5TRUGT. SLI U uj Q J VARIES SEE DETAIL FOR LOCATION METAL TRACK ANCHORED d gp ►LI 2” MIN. °. ° ° W/ .145 DIA. POWER DRIVEN CL < Lu W N V) c� H.M. DOOR SEE �l ° SHOT PINS 32" O.G. Q `~ SCHEDULE 5/6" GYP. BD. AS REQUIRED. RING IMBEPMENT INTO GONG. :p Q FLOOR SHALL BE I I/6" Li `►_2° 20 FINISH PER 5GHEDULE /e, MIN. I- > O gyp_ meg„ 3 5/6 22 GA. MTL. HILTI "X-DNI" Z I / STUDS a 5" O.C., AT SHOT PIN. I I/6" MIN. Y 00 rn RADIUS, W/ 5/6 X, EMBEDMENT ® 32" O.G. E-, _ 0 o M EXT. INT. / GYP.BD. EA. 51DE IGBO #2368 a O Q 00 V SCALE: 16 SOFFIT SCALE: 12 PARTITION C«� COL. SCALE:_, 0 8 PARTITION C FLOOR S;AL�:_1 o rJ PARTITION SCA;E:o 2 = W HEAD / JAMB SIM. " ' n 1"=V-0" n 1/2"= n r / " r n r " JX U = M 12 6P.. Y WIRE BRJIGIN6 �+ 3 0= STRUT IN PLANE EA6H RNN UER VERT.L= RE6REES � W EXISTING 5" 50. E- rn V T.5. GOL. 5EE 5TRUGT. Z (2) 3 5/5" 22 GA. MTL. 5TUD5 FOR LOCATION W Q o ® 24" O.G. W/ 5/6" TYPE p� Q 00 w "X" GYP. BD. EA. 51DE VINYL DOOR SHOE +' WEATHER5TR I PP I N6 :;ONSULTANT AT BOT. OF DOOR ALUM. THRESHOLD SEE HDWR. SPECS. SEE HARDWARE 5PEG5. EXTERIOR CONC. b MAIN RUNNEIZ TOP OF INTERIOR GONG. X = I � r ° NOTE AT L16HT FIXTURE5 4 DIFFUSER5 .d INSTALL(2)*1 6A.WIRES PER FIXTURE I d v PERIMETER TRJM, LOC-^TFO AT DIAGONALLY OPPOSITE CITY OF RANCHO CUCAMONGA ° . n ° d Soc _H TO STUDS AND WITHIN'S'OF FIXTURE BRACING: WHERE DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZ. RESTRAINT SHALL BE EFFECTED APPROVED BY: V RECOMMENDED BY: NOTES: BY (4) N 12 GA. WIRES SECURED TO MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTER- CITY ENGINEER SECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES RCE: 94953 DATE: KH I. PROVIDE WEATHERSTRIPPING FROM THE PLANE OF TH'. CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 SUBSECTION SHEET FEET O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT 4 FEET FROM EACH WALL. ATTACHMENT OF AT HEAD, JAMBS 4 SILL THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. b" .22 GA. MTL. STUDS 2. THRESHOLD AND GHANGE IN FLOOR STRUTS: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE 24" O.G. W 5/6" OF LEVEL TO COMPLY WITH T-24 STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST TYPE "X" GYP. BD. THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. STRUTS SHALL BE PLACED 12 FEET PROJECT SHEET SEG. 2.3303 (1) O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET FROM EACH WALL. EA. SIDE. S.A.T. CEILINGS SHALL BE INSTALLED PER ASTM C635 & ASTM C636 & LATEST U.B.C. STANDARDS- ffy DATE EN DATE OF SILL SCALE: -on 117 S.A.T. BRACING SCALE: n 13 PARTITION COL. SCALE:- 9 Q REVISION DESCRIPTION �DGNGN �P y DRAWING N0. o �/2 —� 0 7 18 ° FLOUR. Ll 6HT FIXTURE 00 PLASTER TOxMRAETGH EXTERIOR S(�D ARC,y�T EXI5TIN6 PLASTER GYP.BD. METAL STUD WALL � 1/4 6LA55 TYP. EXI5TIN6 SLUMP BLOCK 5/8" "X" GYP. BD. 2 X HEADER AS PLYWOOD WHERE CONT. SOLID �- v G REQUIRED OCCURS, SEE FRAMING, SEE G11446 BLOCKIN STRUCTURAL STRUCTURAL 1/2" GYP.BD. ON INTR. 1 3/4" X 4 1/2" ALUM. REN.__ OF CABINET TYP. FRAME TYP. PROVIDE 24 GA. � SHING _ CORK COVERED I/47 " TEMP. GL. DRIP BAHEAD f9� 0 SEALANT TYP. EA. FCA` i I SIDE 10" SHELVES ADJ. ONLY CAULK TYP. PANEL ANCHOR j STEEL WINDOW FRAME I EXPAN51ON STRIP ALUM. d LEXAN 2" WIDE NARROW ff _ JOB NO 95091 12" 5Q. &LASS BLK. I DISPLAY CASE STILE STOREFRONT Sept. 11, 1996 45 MIN. FIRE RATIN& I DOOR TO MATCH UNITS W/ GROUTED I EXISTING DOOR W/ 1/4" TEMP. CAULK DATE _ JOINTS I 6LA55 I I Wiu H.M. FRAME 14, GUH• WIDTH AS R EQD DRAWN I/4" HIRE 6LA55 FBANE T0MAT H.M. DOOR SEE EXISTING w v SCHEDULE SLUMP STONE TO NOTES: 1/2" Y' CN I. DOOR STILES I RAILS TO BE FINISHED THE REQUIREMENTS OFA 3/4 HOUR NOTE: 6LA55 BLOCK SHALL MEET 2 X FRA IN6 lC MATCH EXISTING TO MATCH ALUM. STOREFRONT. ASSEMBLY. NOTE: MATCH EXISTING ADJAGENT 015PLAY i CABINETS. 2. PROVIDE WEATHERSTRIPPING SCALE: SCALE: SCALE: SCALE: SCALE: HEAD 3"=1'_0" 15 HEAD / SILL SIM. 3"=1'_0" 11 DISPLAY CABINET 11/2"=1'_0 7 HEAD 3"=1'_0" 4 HEAD / JAMB SIM. 3"=1'_0" 1 SEALANT TYP. EA. k—z METAL STUD WALL SIDE 1/4" TEMPERED 2" WIDE NARROW 5/8' "X" GYP. BD. 12 50. GLASS BLK. GLASS ( PER STILE DOOR T 1R/4E'FRON UNITS W/ GROUTED ELEVATIONS ) JOINT5 GLASS EXISTING EXISTING SLUMP 8 X 4 X Ib G.M.U. O BLOCKr/ j PANEL SEE EXT. ELEVATIONS. • CONT. SOLID 1/4" GLA55 TYP. ANCHOR BLOCKING 13/4 X 13/4 II HORIZ. ALUM. r � TUBE. oE SEALANT TYP. EA. v 51DE U CAULK TYP. I I I I 1 12" SQ. GLASS BLK. ��•.--11 I I STEEL WEXPANSION STRIP WINDOW FRAME UNITS W/ GROUTED � j" � 45 MIN. FIRE RATIN& HORIZ. PANEL j JOINT5 �� v O j REINFORCING I I PANEL ANCHOR 1 3/4" X 4 1/2" ALUM. ALUM. THRESHOLD 1/4" WIRE 6LA55 I I FRAME TYP. BELOW V EXPANSION STRIP T c NOTES: ] h+1 �I U I. DOOR STILES d RAIL5 TO BE FINISHED U NOTE: GLASS BLOCK SHALL MEET TO MATCH ALUM. STOREFRONT. O THE REQUIREMENTS OF A 3/4 HOUR NOTE: MATCH EXISTING D D O ASSEMBLY. WHERE OCCURS. 2. PROVIDE WEATHERSTRIPPING O SCALE: SCALE: 112 HORIZ. MULLION SCALE: 8 JAMB SCALE: 5 HEAD / SILL SIM. SCALE: 2 U JAMB 3"=1' 1 0• 6 JAMB 3"=1' o" 3"=1'-0" 3"=1' o" 3"=1' o" � �+ ct Q, BASE GABINET ® ADJ. RM. O ^/ 1/4" WIRE GLASSEXT. � 13/4" X 13/4" HORIZ. BAR I/4" TEMP 6LA55 SEALANT TYP. EA. 12" SQ. GLASS BLK. O �► GYP. BD. ON METAL BETWEEN VERT. MULLIONS. SIDE UNITS W/ GROUTED W STEEL WINDOW FRAME I �—5TUDS. SEE WALL SEE EXTERIOR ELEVATIONS. JOINTS 45 MIN. FIRE RATING I SCHEDULE RE I NFORG I N6 V k; PLASTIC LAMINATE COUNTER TOP OVERSTOREFRONT DOOR B — BUILT-UP PLY'WD. I CJZ-5EE PREFINI5HED STEEL W/ 10" BOTTOM RAILy', KNOCK-DOWN FRAME. y _ DOOR SCHEDULE. II ( 20 MIN. ASSEMBLY II HORIZ. PANEL WHERE NOTED ) ALUM. THRESHOLD ---- - JJ� REINFORGIN6 EXTERIOR GONG. j TOP OF INTERIOR GONG. j I ' DOOR. 5EE DOOR o � 1/2" m EXFIAN51ON ANCHORS I I I I I o 08" O.G. STAGGEREDI I I SCHEDULE. PANEL d � U LJ U ;! i', ANCHOR Q N w " ° EXPAN510145TRIP44 r EXISTING SLUMP i j ' 1 3/4" X 4 1/2" ALUM. 1/4" 6LA55 TYP. a . . BLOCK FRAME TYP. ° EXISTING w Q � NOTES: >8 X 4 X I6 G.M.U. O :n I. DOOR STILES d RAIL5 TO BE FINISHED SEE EXT. ELEVATIONS. d ¢ z 0 TO MATCH ALUM. STOREFRONT. H O rn rn INT. Y 2. PROVIDE WEATHERSTRIPPING p., Q Q 00 O U / COUNTER TO SCALE: 17 HEAD / JAMB SIM. SCALE: 13 VERT. MULLION SCALE: g SILL 3CAl'-O 6 JAMB 3CA1E:0 3 w WSILL3"=1' 0" 3"=1'-0" 3"=1: 0" "_ : " "_ . " �, ~ U PLASTIC LAMINATED 2" DIA. 1/2-ROUND SOLID U = O COUNTERTOP FINISH SURFACE BULLNOSE and 3 FLUSH W/ TOP FACE EDGE TRIM CONTINUOUS W U OF SOLID SURFACE a EDGE, SEE INTERIOR E-+ ! ELEVATIONS GYP. BD. ON METAL M Z 1 STUDS. SEE WALL W Q 1/2" 1" SCHEDULE0 I/4" 6LA55 TYP. a Q CONSULTANT PREFINISHED STEEL KNOCK-DOWN FRAME. m SEE WINDOW SCHEDULE. ( 45 MIN. ASSEMBLY cV WHERE NOTED ) 13/4" X 4 1/2" ALUM. ALUM. FLASHING SET FRAME TYP. IN MASTIC AND ATTACHED TO GONG.. 1/4" WIRE GLASS PAINT TO MATCH STOREFRONT TOP OF INTERIOR GORE MATERIAL I GONG. CITY OF RANCHO CUCAMONGA AS SPECIFIED BY PLASTIC LAMINATE I EXTERIOR GONG. RECOMMENDED BY: • VERTICAL FACE APPROVED BY: SEE INTERIOR ELEV5. CITY ENGINEER RCE: DATE: a SUBSECTION SHEET e G OF PROJECT SHEET BY DATE BY DATE OF SCALE: SCALE: SCALE: 0 REVISION DESCRIPTION DESIGN Cmr DRAWING NO. BULLNOSE DET. HALF SIZE 118 HEAD/JAMB/SILL 3"=1'-0" 14 SILL 3"=11_0" 10 ENGINEER APPROVED A-19-- AR *, G11446 STUDS TO UNDER5IDE OF Unouthorized "shlo" ATTACH 0 TOP CONST. ABOVE '*C:Uib' .on 4 BOTTOM --� O not displaying� ATTACH o TOP OF C p�\F a license plates �� = OM issued for penwns : with disobl11e.e may BLANK SPACES TO BE BLOCK'& W/ UNPUNGHED -� a eownrs expalw FILLED IN WITH APPRO- -i METAL STUDS To reclaimed niclesma PRIATE INFORMATION 516N LAYOUT SIZE A5 A PERMANENT � AL P13L CALIF. JOB NO 95091 a by telephoning BUILDING MODE. PART OF THE 516N. . TMh d «pip« rte- SATE Sept. 11, 1996 II II DRAWN T-GRID CLG MET. JO15T5 16" O.G. WHERE OG 6ALVANIZED P05T � GALVANIZED POST W/ 5/8" TYPE "X" GYP. GYP. BD. 50 F I T BD. BOTH SIDES. k4HERE I I 1 I I I I I I I 1 1 = II 3' STEEL PIPE I I 3' STEEL PIPE 3 5/8" MET. STUDS B 24" _ I �W1 GONG. FILL I I - —Wl COW,. FILL I I O.G. W/ 5/8" TYPE "X" I I I I GYP. BD. 80TH �iIDES I SLOPE 1/2" I I _i SLOPE 1/2" I I I I I I I I I I I I I I I I I 1 1 II II CORRIDOR III ° . SIDE VIER I ° SIDE VIER III II I-HR. = I I P05T BELOH = I P05T BELOW i t i I I rT, 6" MET. STUDS a 24° O.G. W/ 5/8" TYPE "X" 6YP. BD. BOTH SIDES INSULATION PER = - I I t>1 SCHEDULE - II—III—III III i - II—III—III III , [�] �F--II r 1VN i 10 ITOP VIEW 0 1AMETI� TOP VIEW o DIAMETER DI v CHANNEL P05T CHANNEL P05T UP4 >-, �4 `^ N.T.5. N.T5. QJ,) E-� U o e NOTES: NOTES: NOTE. SEE STRUCTURAL DRAWINGS 516N 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 V 1 O I-HR. WALL5 PER 'q4 UB.C. TABLE 1-8 ECT. SHALL CONFORM TO SECTION 112gI3.5 OF THE TO PARKING SPACE TO COMFORM TO SECTION 1129B.5 V ITEM * 16-1.3 CALIFORNIA BUILDING CODE. OF THE CALIFORNIA BUILDING CODE. z U cz 1-HR. CORRIDOR SCALE: SCALE: SCALE: � M� V ,/2°=,'_O° 5 H.C. ENTRANCE SIGNI3/4N-l'-O° 3 H.C. STALL SIGN 3/4"=,'_O" 1 0� 1 N � O 3-O O 4 U O m d F- Lr) 0 0 r- 0)rn w Q NOTES: 5YMB0L TO BE PAINTED ON EACH HG. PARKING SPACE W cn EMBLEM SIZE, COLOR AND EXACT LOCATION WITHIN co PARKING SPACE TO GOMFORM TO SECTION 112gB.5 i,i Q OF THE CALIFORNIA BUILDIN6 CODE. > U U ~ I I d a Z 0 E- 0 rn rn Y Q rnrn p, Q 0 U rn rn H.C. STALL SYMBOL 3�4LE�,'-ON 2 F- JX - U Fw- lai U = 0 a 3 = W E- rn U M Z W -ta 0.1 Q ao cr CONSULTANT CITY OF RANCHO CUCAMONGA APPROVED BY: f RECOMMENDED BY: CITY ENGINEER CE: ATE: SUBSECTION SHEET OF PROJECT SHEET BY DATE BY DATE OF REVISION DESCRIPTION DESIGN CITY DRAWING NO. ENGINEER APPROVED -A-20 V • ENTRANCES AND CIRCULATION NOTE: DOORS SHALL NOT ENCROACH, PER SECTION ii `v Q�� � ) HAS AN OPERATING FORCE OF <5#. d) IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY MAY v 0 ARcy��F - -- 1115B.7.1.1. 1. ENTRANCES, AND EXTERIOR GROUND LEVEL EXITS SHALL BE d) IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OVERHANG THE CLEAR FLOOR SPACE REQUIRED. Gi1446 ACCESSIBLE PER, SECTION 111413.1.3. OPEN FOR >10 SE *' _ CONDS. e) IF ENCLOSURES PROTRUDE INTO WALLS, HALLS. l 0. AT LEAST ONE WATER CLOSET FIXTURE, LOCATED INA CORRIDORS OR AISLES, THE CORD FROM THE HANDSET REN. 2. AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO COMPARTMENT, SHALL PROVIDE THE FOLLOWING, PER l6. GRAB BARS SHALL COMPLY WITH THE FOLLOWING, PER SHALL BE >29" LONG. SECTION 1 l 15B.7.1.2: SECTION 111513.8: THE HIGHEST OPERABLE PART OFT OF Op`�FO� ALL PORTIONS OF THE BUILDING TO ACCESSIBLE BUILDING2:28HE TELEPHONE SHALL - ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC a) SPA CLEAR SPACE FROM A FIXTURE (OR >32" CLEAR a) GRAB BARS SHALL BE LOCATED ON EACH SIDE OR ONE BE <48". 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 1 l 148.1.2. b) CLEAR SPACE IN FRONT OF THE WATER CLOSET SHALL BE: Q 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 DOOR. - DATE Sept. 11, 1996 ii) >60 FLOOR, AND PARALLEL. h) TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT 3. PROVIDE A LEVEL FLOOR OR LANDING ON EACH SIDE OF ALL " IS REQUIRED FOR SIDE OPENING DOORS. NOTE: WHERE A TANK-TYPE TOILET IS USED WHICH GENERATES A MAGNETIC FIELD IN THE AREA OF THE c) GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THE �)«'°I OBSTRUCTS PLACEMENT AT 33", THE GRAB BAR MAY BE RECEIVER CAP. DOORS. THE FLOOR OR LANDING IS TO BE <1/2" LOWER THAN CLEAR SPACES INDICATED. THE DOORWAY THRESHOLD, PER SECTION 1133B.2.4.I I. INSTALLED AS HIGH AS 36". NOTE: IF BANKS OF PUBLIC PHONES ARE PROVIDED, THEN 11 c) GRAB BARS AT THE SIDE SHALL BE LOCATED: >25% SHALL BE EQUIPPED WITH A VOLUME CONTROL 4. ALL HAND-ACTIVATED DOOR OPENING HARDWARE SHALL . SECTION 11158.7.1.3 REQUIRES THAT THE DOORS TO THE i) 15" TO 16-1/2" (±1") FROM THE CENTER LINE OF THE WHICH PRODUCES >12 dbA BUT <18 dbA ABOVE NORMAL, MEET THE FOLLOWING REQUIREMENTS, PER SECTION ACCESSIBLE WATER CLOSET COMPARTMENT BE EQUIPPED WATER CLOSET STOOL. WITH MINIMUM OF 1 PER BANK WITH ASELF-CLOSING DEVICE WITH: ii} BE >42" LONG WITH THE FRONT END POSITIONED 24" IN i) PUBLIC TELEPHONES WITH VOLUME 1133B.2.2.4: CONTROL, SHALL BE a) IS TO BE CENTERED >30" BUT <44" ABOVE FLOOR. a) CO�32CLEARANCE WHEN LOCATED AT THE END OF THE FRONT OF THE STOOL. HEARING AID COMPATIBLE AND BE IDENTIFIED BY A SIGN b) LATCHING OR LOCKING DOORS 1N A PATH OF TRAVEL COMPARTMENT. iii) TOTAL LENGTH OF BARS AT THE BACK SHALL BE >36". CONTAINING A DEPICTION OF A TELEPHONE HANDSET ' b) >34" CLEARANCE WHEN LOCATED AT THE SIDE OF THE W Z ARE OPERATED WITH A SINGLE EFFORT BY: d) THE DIAMETER, OR WIDTH, OF THE GRAB BAR GRIPPING WITH RADIATING SOUND WAVES. i) LEVER TYPE HARDWARE. COMPARTMENT. SURFACE IS >l-1/4"BUT <1-1/2", OR THE SHAPE SHALL O . ii) PANIC BARS. Z • PROVIDE AN EQUIVALENT GRIPPING SURFACE. c� 12. IF STANDARD COMPARTMENT DOORS ARE USED, THE e) IF MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN � r l iii) PUSH-PULL ACTIVATING BARS. FOLLOWING WILL BE PROVIDED, PER SECTION 1115B.7.1.3: W U iv) OR OTHER HARDWARE DESIGNED TO PROVIDE THE WALL AND THE GRAB BAR SHALL BE 1-1/2". rr ll • PASSAGE WITHOUT THE REQUIREMENT TO GRASP THE a) >9" CLEARANCE FOR FOOTRESTS UNDERNEATH.b) ASELF CLOSING DEVICEf) BE DESIGNED TO SUPPORT 250#. V . U c jHARDWARE. 17. A MAXIMUM 40" MOUNTING HEIGHT SHALL BE PROVIDED uo FOR:, IF NON-STANDARD COMPARTMENT DOORS ARE USED �:) Q� = 5. THE LOWER 10" OF ALL DOORS SHALL COMPLY WITH �..� rr ll CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION a) THE OPERABLE PARTS OF AT LEAST l: H V SECTION 1133B.2.6. AS FOLLOWS: • a) TO BE SMOOTH AND UNINTERRUPTED, TO ALLOW THE 1004.9.2.2 IS REQUIRED. i) PAPER TOWEL DISPENSER. + � � � O Q� DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, RESTROOM FIXTURES AND ACCESSORIES ii) SANITARY NAPKIN DISPENSER. � WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. iii) WASTE PAPER DISPOSAL. 1/1 V b) NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH 13. THE ACCESSIBLE WATER CLOSETS SHALL MEET THE iv) OTHER SIMILAR DISPENSING AND/OR DISPOSAL �T� ct PANEL ON THE PUSH SIDE OF THE DOOR. FIXTURES. i�-�I Z FOLLOWING REQUIREMENTS OF THE CALIFORNIA PLUMBING b THE BOTTOM EDGE OF MIRRORS. CODE: N--I 6. THE MINIMUM STRIKE EDGE DISTANCES SHALL BE PROVIDED AT THE LEVEL AREA ON THE SIDE TO WHICH A DOOR ORA a) THE SEAT IS TO BE >17"BUT<19" IN HEIGHT. ( 18. TOILET TISSUE DISPENSERS SHALL BE LOCATED <12" FROM O 0111) --� GATE) SWINGS, PER SECTION 11338.2.4.3: b) THE CONTROLS ARE: THE FRONT EDGE OF THE WATER CLOSET STOOL, PER u � � V a) >12" ON THE PUSH SIDE, IF THE DOOR HAS BOTH A LATCH i) OPERABLE WITH ONE HAND. SECTION 11158.9.3. v1 AND A CLOSER. ii) DO NOT REQUIRE TIGHT GRASPING, PINCHING OR = TWISTING OF THE WRIST. O 19. IF PROVIDED, >1% OF LOCKERS SHALL BE ACCESSIBLE, PER 0. c} THE CONTROLS FOR FLUSH VALVES SHALL BE: SECTION 111513.6.4 FOR EITHER: 7. THE MAXIMUM EFFORT TO OPERATE DOORS, APPLIED AT RIGHT ANGLES TO HINGED DOORS OR AT CENTER PLANE AT i) MOUNTED ON THE SIDE OF THE TOILET AREA. a) THE PUBLIC. O ii) BE <44" ABOVE THE FLOOR. b) CLIENTS. �--� SLIDING DOORS, PER SECTION 11338.2.5.1 SHALL BE: d) THE FORCE TO ACTIVATE THE CONTROLS SHALL BE <5# OF E- a) <8-1/2# AT EXTERIOR DOORS. c) EMPLOYEES I--� b) <5# FOR INTERIOR DOORS. FORCE. d) MEMBERS OR PARTICIPANTS o c) <l 5# WHERE FIRE DOORS ARE REQUIRED. U 14. ACCESSIBLE URINALS SHALL MEET THE FOLLOWING e) A PATH OF TRAVEL >36" IN CLEAR WIDTH SHALL BE REQUIREMENTS, PER SECTION 111513.9.4 AND THE PROVIDED TO THOSE LOCKERS. SANITARY FACILITIES CALIFORNIA PLUMBING CODE: 8. THE DOORWAYS LEADING TO SANITARY FACILITIES SHALL a) THE RIM OF AT LEAST ONE URINAL SHALL: DRINKING FOUNTAINS BE IDENTIFIED, PER SECTION 111513.5, AS FOLLOWS: i) PROJECT 14" FROM THE WALL. 20. WATER DRINKING FOUNTAINS SHALL COMPLY WITH a) AN EQUILATERAL TRIANGLE '%4" THICK WITH EDGES 12" ii) BE <]7" ABOVE THE FLOOR. SECTION 11178.1 AS EITHER: < '- o <5# FLUSH VALVE SHALL BE o LONG AND A VORTEX POINTING UPWARD AT MEN'S b) THE FORCE TO ACTIVATE THE - a) LOCATED COMPLETELY IN AN VE, >32" IN WIDTH '- RESTROOMS. FORCE. AND >18" IN DEPTH. < (� > » c) THE CONTROL MECHANISM IS TO BE LOCATED <44"ABOVE b) A CIRCLE /+ THICK, 12 IN DIAMETER AT WOMEN S - b) POSITIONED TO NOT ENCROACH INTO ACCESSIBLE w RESTROOMS. THE FLOOR. ^ Q PEDESTRIAN WAYS. � w H � c) A 12"' DIAMETER CIRCLE WITH A TRIANGLE SUPERIMPOSED d) >30" X 48" CLEAR FLOOR SPACE IS PROVIDED IN FRONT OF N ON THE CIRCLE AND WITHIN THE 12" DIAMETER AT THE ACCESSIBLE URINAL. TELEPHONEScn w Q M 40 UNISEX RESTROOMS. > o o d) THE REQUIRED SYMBOLS SHALL BE CENTERED ON THE 15. ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE 21. PUBLIC TELEPHONES (OR PUBLIC PAY PHONES) SHALL �, _ Y-KZ P DOOR AT A HEIGHT OF 60". FOLLOWING, PER SECTION 11 l 513.9.1 AND THE CALIFORNIA COMPLY WITH THE FOLLOWING, PER SECTION 1117B.2.: -- °< o 0 PLUMBING CODE: a) PROVIDE A CLEAR SPACE >30" X 48" ALLOWING EITHER a s ` o 0 e) SIGNAGE SHALL ALSO BE LOCATED ON THE WALL a) >30" X 48" CLEAR SPACE IS PROVIDED IN FRONT FOR w V ADJACENT TO THE LATCH OUTSIDE OF THE DOORWAYS FORWARD OR PARALLEL APPROACH. x FORWARD APPROACH. THE CLEAR SPACE MAY INCLUDE w Q LEADING TO THE SANITARY FACILITIES, PER SECTION NOTE: CLEAR FOOT SPACE MAY BE PART OF THE KNEE KNEE AND TOE SPACE BENEATH THE FIXTURE. U 11178.5.9. SPACE REQUIRED UNDER SOME OBJECTS. o i) >29" HIGH X 30" WIDE X 8" DEEP AT THE TOP. b) ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR SPACE �" 3 ii) >9" HIGH X 30" WIDE AND 17" DEEP AT THE BOTTOM. P MULTIPLE ACCOMMODATION SANITARY FACILITIES SHALL ADJOIN ANOTHER CLEAR SPACE. � iii) THE COUNTERTOP IS <34" MAXIMUM ABOVE THE ZNOTE: IF THE CLEAR SPACE IS LOCATED 1N AN ALCOVE, "' Q a FLOOR. a Q W a 9. ACCESSIBLE RESTROOMS SHALL BE PROVIDED WITH EITHER: b HOT WATER PIPES A OR CONFINED ON ALL OR PART OF THREE SIDES, a) A 60" MINIMUM DIAMETER CLEAR SPACE MEASURED ) AND DRAIN LINES SHALL BE ADDITIONAL MANEUVERING CLEARANCES SHALL BE FROM THE FLOOR TO A HEIGHT OF 27". INSULATED. PROVIDED. b) A CLEAR SPACE 56" X 63" IN SIZE. c THE FAUCET CONTROLS AND OPERATING MECHANISMS c) BASES, ENCLOSURES AND FIXED SEATS SHALL NOT CONSULTANI SHALL BE: IMPEDE APPROACHES TO TELEPHONES. i) THE TYPE WHICH DO NOT REQUIRE TIGHT GRASPING, ACCESSIBILITY NOTES PINCHING OR TWISTING OF THE WRIST. CITY OF PMCHO CUGI� MONG� APPROVED ' CITY ENGINEER RCE: 4 777 Ltr w�wcnow 3"Err or K WE BY WE or 0 REVISION DESCRIPTION cam CRY ►Ip. 2 ROWS OF EN. (E) 2X BLKS. 6BNB2AL: Y TO REMAIN I• Al GOMSTRUGTION SHALL COMPLY WITH THE 1944 UNIFORM BUILDIN6 CODE AND 51MP50N L5TA24 0 4b"O.G. GUT AS, REQD. ALL APPLICABLE ORDINANCES. r4 (N) 3Xb 5/Ib' PLT. DONT. 2. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN OR INDICATED SHALL BE QRST S�O,y n W/ 1/21041) G.B. 8 4b" OL. - - - - - - - FRAMED 51MILAR TO DETAILS SHOWN FOR THE RESPECTIVE MATERIALS OR 2X4 FLAT X 5TA66. A 2' X 2'OPEi�IINCf� IN(Ea I'-4" 4-Ibd GOPbITiONS. Rick �LByrd Z� W/ (F.) 2X12 TO REMAIN 3. GONTRAGTORSHALL BE ' FOR VERIFYING ALL DIMENSIONS No. S3350 k MASONRY WALL 3 ;w TOP OF BEFORE 5TARTIN6 WORK AND REPORT ANY DISCREPANCIES TO THE ARGHITECT. m s u (TYP.l PLG5) _ (N) 51MP50N U26 HPI6R. E PLT. 4, WITHOUT EXCLUSION OF ANY REFERENCE IN THE CONSTRUCTION DOCUMENTS 70 Ezp. 3/98 (N) 2X6 BLK6. I ANY RULE OR RE6ULATION,THE STRUCTURAL ENC-ANEER 15 NOT A55UMIN6 ANY k, = 5HORIM6 REQUIRED PROVISIONS OF 5UP82VISION OF CONSTRUCTION METHODS OR PROCESSES. slgT�TRUCTOF F � SIMPSON U210 W/ DBL 2X8 EA SIDE 8'm M.B. ® 24" O.G. �' - r � - -- ' 0 2X BUILT IF PLT'S. TO BE REMOVED i S _ I. THE MINIMUM STRENGTH OF CONCRETE AT END OF 28 DAYS SHALL BE: SFIORIN6REQUI D - - 0 2XIb TO AIN � � INSTALL H W 18 X 40 FOOTIN65 - - - - - - - - - - - - - - - - - - - - -2500 P51 -150 PGF (K) MA50PRY INFILL JOB NO. gSOgl 2. REINFORGIPI6 REINFORGINI6 STEEL= ASTM A$15 ` _._.._..�..:..:......--, :. � �� _ .a � WALL PERI' 1 ........ ... .. TYPICAL REIKEORGINI6: GRADE 60 �5 AND L � ; € , •t - - - - DATE Sept. 11, 1996 CEILING GRADE 40( 4 AND SMALLER) i� G. THE FOLLOWING MINIMUM CONCRETE G0VERA6E5 SHALL BE MAINTAINED r� IN6 ( I UNL5L NOTED OTHERWISE= REMOVE 7615 PORTION �4 OF WALL FOR(N)OPEN REMOVE THIS PORTION DRAWN M.S. .__^ REMOVE � 6LB---+ I 1 I. SLABS ON GRADE - - - - - - - - - - - - - - - - - - - -CENTER OF SLAB 1A SAW GUT PER �- OF WALL FOR(N) OPENING s �- - J 2. CAST AGAINST AND EXPOSED TO EARTH - - - - - - - - - -3' i 3 ti FORM®,EXP05ED TO EARTH AND WEATHE3R SAW GU7 PER 3 w> _ _ _ • #6AND L I' #5 AND SMALLER - - - - - - - -1 1n' 4. NOT EXPOSED TO WEATHER 4' >v w,. >��� :• --- ----- _� s Wx BEAM SII AND SMALLER 3/ 3. GEMENT: PORTLAND GEMENT TYPE I OR II LOW ALKALI;A5TM G-150-I In' `r _ 4. A66RE6AT�E5: NATURAL ROCK AND SAND: A5TM G-33 ..___... (E) MASONRY BEARING ® - 5. DOWELS,ANCHOR BOLTS, INSERTS,ETC.,SHALL BE SECURELY TIED IN PLACE WALL c'Sjig tiUSED. W PRIOR TO POURING OF CONCRETE OR GROUT. �. PIPES,PES,,DUCTTS,OR CONDUIT RE PLACED BE CONCRETE UNLESS i X 5,-0. : (w 5'-Om 5KYLI6HT PER " (w 2X14 Wl Ibd • 12 DG.STAGGERED TO(E) JST. 2- 3/lb' X 2 In' X SPECIFICALLY DETAILED OR NOTED. I ARGHITEGTURAL DW65. �' 8. RGKI6FEN AND GLEAN CONSTRUCTION JOINTS PER 2606 (c). - b I n L6. (EA END) 2XI4 W/2- In'� M.B. I PROVIDE METAL STUD STRUCTURAL STEEL- PROVIDE TEEL: FRAMING A7 SKYLIGHT �rX2XI4 ry 2X14 " 6 X P057 f SHAFT AS,REQUIRED. � -�c, � 51hP�,�ON U210-2 TYP. I. 5Tff15hiALL GG�hIPLY WITH THE REQUIREi'EN15 OF THE FOLL04dIN6 AS.T.M. __.... ARCH.DW65. FOR D 51TRUG ITURAL E A - - - - - c __5HAFT GONFI6 MZATION. -� (Nl 2X14 W/Ibd 0 12' O.G. 5TA66EREP TO (E)J5T. ��� SHAPES PL TES, ASTM A 36 4 b� BOLTS - - - - - - - - - - - - - - - - - - ASTM A-301 PRO10DE 8-Ibd WITHIN y SHOP _ s ' ` LAST 160 OF 2X14 DOUBLER REVIEW,OF�`` `� 2. No STRllGTURAt_STEEL SHALL BE FABRICATED OR ERECTED PRIOR TO TYPICAL 4 PLACES N 'r bN6613Y THE STRUCTURAL EN&NEER. ' 3. ALL ERECTION AND FABRICATION SH GOI'IPLY THE LATEST EDITION OF Q ® _ THE A15G. �.••� • r--I x 4 _ BY ALL SHOP 61B. - WELDIN6 SHALL 8E DOPE I SHOP OF AN TIFIAPPROVED FABRICATOR ^^ _ .._..._...... _._.._.._._....._.-_.._. .........._...._....._ ___ ..z - - _... -_ __......_... - __ - ....._ 7... ......._.. __ _... '-; I'-0' MAX. FAGS OF WALL OR BM. TO END OF r� r y 5. NO FIELD GUTTING OR BURNING OF STRUCTURAL STEL WILL BE PERMITTED � (NQ JOIST WITHOUT WRITTEN GON5ENT OF THE STRUCTURAL EN61tE£R V # ` w WALL OR SLAB z U .. J I. ALL STRUCTURAL LUMBER SHALL 13E DOU6LA5 FIR LARCH 545 OF THE 6RADE5 INDICATED U i ',-s UNLESS OTHERH15E NOTED:A z ' 51LL PLATE5: DOU6LA5 FIR PRESSURE TREATEDco MO. 2) -4 � I `y STRUCTURAL FRAMING: �� 0 b _ 2" - 4' THICK 2" - 4' WIDE NO. 2 O � � WHEN 5AWGUTTIN5 NEW OPENING 2' - 4' THICK 5' AND WIDER NO. 1 U DO NOT OVERCIT CORNERS AS, 2X JOIST AND RAFTERS NO. I C� { 4 FT6. y SHOWN GU7 FROM EACH SIDE 4X BEAMS AND P05T NO. I .., 502 (E) 61B. AND COL. a \ AND CHIP OUT REMAINDER. 6X AND LAR6ER BEAMS AND POSTS SELECT STRUCTURAL 2 TO BE REMOVED 2. ALL STRUCTURAL LUMBER SHALL BE GRADED IN AG(,ORDANIGE WITH THE V 1 L7 _ STANDARDS OF THE WEST COAST LUMBER ItNPEGTION BUREAU. O (E) 5 I/b' X 25 In" 6LB _ _ _ I50N�TR�G OUTLINED 3. ALL WOOD BEARING ON MASONRY OR CONCRETE SHALL BE PRESSURE TREATED DOU6LA5 FIR AS,- _ 0 4. PLYWOOD ROOF AND SHEAR HALL SNEATHIN625HALL BE 6RADE MARKED O XI I ' O N ' `� 5TRUCTURAL I OR II (PER PLAN5) P5 1-63, _ g x 3 5. BOLTS SHALL BE A5TM A-301. PROVIDE STANDARD C)TT WASHER BETWEEN 2 X 12 _ x - = BOLT HEADS AND NUT5 AND THE WOOD. WHERE BOLTS ARE IN TEN51ON PROVIDE v MALLEABLE IRON WASHERS. :. b. STRUCTURAL LUMBER MEMBERS SHALL NOT BE GUT OR NOTGHED FOR PIPES OR 2 CONDUITS ETC,.UNLE55 SPECIFICALLY DETAILED OR NOTED. WALL '' A 1. 2' SOLID BLOCKING OR TJI BLOCKING AT TJI'S SHALL BE PROVIDED BETWEEN x x CN X 4 FT6. TYPICAL SAtWGUT OPENIN6 IN Il/" LL � SLAB � JOISTS, AND RAFTERS AT ALL BEARING 5UPPORT5. I w N N dJ _ o`r FILE:MA516 RFV.DATE: 11/1894 SCALE: N T.s. 8. NOTGH, AS,REQUIRED, ALL JOISTS, AND RAFTER�� TO PROVIDE LEVEL, { a I f FULL BF.•ARIN6 AT J015TS HAN6ER5,PLATE5 AND SUPPORTS. 2 2 X 12 (NU POST q. BORE HOLES FOR BOLTS I/Ib' LAR6ER THAN TUE NOMINAL BOLT DIAMETER. s , C 4:4 10. BORED HOLES EXC.EI=DING OPE THIRD OF THE WIDTH OF THE MEMBER BEING OFFSET FOOTING .: N 5IMP50H GB PENETRATED SHALL NOT BE PLACED IN 5TU05 UNLE FULLY DETAILED ON THE i INTENTIONIALLY APPROVED PLAN5. HOLES NOT EXGEEDIN6 OIEE THIRD OF THE WIDTH SHALL BE 1 (E) 5 I/ ' X 25 B NEATLY BORED AND SHALL BE LOCATED IN THE GENTER OF THE MEMBER BEINI6 PENETRATED. 0 - 4 AND MAKING THE BOLTED `+ I- - . SLAB TO COVERING �0 v (� GOP RETI6HTEN ALL BOLTS PRIOR GOWEGTION INAGGE5515LE. w r• - - - € x x 12. ALL NAILS ARE TO BE COMMON NAIL5 AND ARE TO BE GALVANIZED WHEN � s ; 5IMP50N L5TA24 0 EA. x x EXP05ED. CORNER OF OPENING W/ b I- - - N " "T 13. SCHEDULE OF ALLOWABLE GEILIPIG JOIST SPANS: u� a „ 1 2X BLK:6. BELOW f f MAX SPAN tu J015T 6YP. BOARD FINISH v� > co r' 2X4 0 Ib'o.c. 10'-0' C1) - - 2xb 0 Ib'oL. " 3-*5 EA (P� FOOTlN6 2x8 0 lb'OL. 20-0 �., Q 0 � i WAY f{ NAILING SC EDULE= a" = Q o 0 v 0 4 r -IOd w 0 _.. .. .. _...... ._ ......_...._._ _._.._....- .. . ..__ __.._._........... %. . 1,fr�� -- - o a ........_._..__...... .... _.... _.._ ..... _ ..- ..-- .. _ 2 1 ►-, d I JOISTS AND RAFTERS TO BEARIN165-TOENAIL EA 51 �I 2. STUDS, TO 51LL PLATE OR BEARING-TOENAIL EA 51DE Od 3. LOWER DOUBLE TOP PLATE TO STUDS-- 2-I6d FOUNDATION PLAN AND ROOF FRAMING PLAN r. f !.� _ 1 F 3' m 4. UPPER DOUBLE TOP PLATE TO LOWER PLATE ---2-Ibd = 3-Ibd �+ 0 x 5. TOP PLATES-ENDS AND INTERSEGTI W = u Q b. BLOGKIN6 BETWEEN STUDS- EA END FAGENAIL OR TOENAIL----- 2-Ibd 1. BLOGKIN IG BETWEEN J015T5 OR RAFTERS EA. END FAGENAIL OR TOENAIL 2-Ibd E-� 00 -----Ibd 0 12' O.G. 0)z - ' �U �` 9. BUILT-(UP BEAM5--8. MULTIPLE - -� - Ibd 0 12' O.G.EACH 51� W a STEEL BEAM -- 0. 10. BUILT-UP CORNER 5TiD5--- Ibd 0 12' O G. Q °o I/4' MIN. FULL HT. bd 11. LET IN BRAGIN6 EA END--IXb- - -- 3- 5571 SFFEIER PLATE I XB- - _ 4-8d 8 GONG. BLOCK W/ MASONRY WALL AT INMATE STUDS--- I Xb----- - 2-� 4 0 24 O.G.VERT. VERTICAL 3-bd CON 5 U L.T A N T REIIE.6815 6RouTED ONLY PLAT REMAIN PLT TO 12. RIBBONS TO STUDS-- '2X RIIBBON-- 2 1 BYRD AND ASSOCIATES i Consulting Structural Engineers 1 - - - 3/Ib'- OW HALF WEB I/4' FILLET AT (E) REINS. IN 6ROUTED CELL RAN SIXTH IC 40INISURG A ---- -r* ( HEIGHT NS,. t FS, 3�■ 3/Ib' FL�AN6TMEISG� IP15PEiGT10N= RANCHO cx1CAMONC3A.CA.9v3o i -- _.__ ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY AN INSPECTOR (9W)483-0200 FAX(908)483-0205 i �2't APPROVED BY THE OWNER l 5 jOB No. 80-14 ... .____ (� PLT. THRU I _. ...._. ._..__._ A7 OF (E) 6LB - t / 5/b14) ITW RAM5ET REDHEAD _ CITY OF RANCHO c�AMONG _ MABOLT SLEEVE ANCHOR W/3 1/4' b,�. MIN. EMBEDMENT, LOCATE AT _ -'-�' . �, ,». ,- L_ - - OF VERTICALLY REINFORCE[? CELL. - - - - -- / RECOMMENDED BY APPROVED BY: ' � ''` 7'-2'/4" I I FIELD VERIFY PRIOR TO DRILLING CITY ENGINEER �� 24953 DATE 8t 7A b'-fi" HOLES IN BENT PLATE. SUBSECTION SHEEP 1 (F,) 61B. REMOVE (E) 6LB u.6.at 7 10 1° 5AWAn(PI) OPEIN5 IN (E)---�I I/4' BENT PLATE b'� CONT. TO . EDGE OF (NSU OPENIN6 MASGMIRY WALL PER PROJECT SHE OF BY DATE BY DATE DRAW NO. I 6 A A REVISION DESCRIPTION DESIGN CITY 'TYP. 5T1 PLATE DETAIL ENGINEER APPROVED . 8 � �uF sTl3 REV DarE ne9a Scr�E r�T s. I ALq Ib, Ig96 _ 12.06 21 E.WB\80-14�SOIE I q pFESS/D,�IF c2 Rick M.Byrd No. S3350 m rn U3 L16HT 5KY L16HT >'x s >`t SEE ARCH. 5EE ARCH. 2 X BL.OGKIN6 W/ 2 X 12 0 24' O.G. �f�T<'OF cwF K-E.N. N. 5IMP50N A35 EACH END 5TA66ERED (N) 4-2 X 12 LAP EACH - (N)2-2 X 12 W/ = r 51MP50N U210-2 (� 2 X 12 0 24' O.G. I I I W/Ibd 0 12' O.G. 3" MIN. BEARIN6 EACH END EACH END � � JOB NO Q50g1 . . I (N) 2 X 4 HANOER5 1 _ 2 X 4 HAN6ER I I "� _ t 0 16" OL. H/4-lbd _ --------- -- -- -- - --- _ _ _ - -- ---------- -- - ---- - - 16" L. - ----- - - -- -- - --- - --- - -- - — - - - - - -- --- - -- --- -- - -- DATE _ ° �2-tbd fN) 2 x 4• Ib OL. t � EAAr,I�E� � Sept �1, 996 (N) 2 X 4 CONT. I(E) RAFTERS (N) 2 X 6 CONT. W/2-Ibd EW "L5 DRAWN M.S. 51MP50N A34 0 Ib' O.G. 3-Ibd I i 3-Ibd (NU 2 X 6 o I6' OL. 3-I6d \4-Ibd ( ( 4-Ibd FFRAMIINN6 TO BE I (NI) 2 X 4 0 Ib' O.G. i REMOVED I t 2 X 4 0 Ib' O.G. - - \ pp 15 --(E) 2 X 4 0 Ib' OL. r \ \ (K) 2 X 4 0 Ib' OL. \\y \ \\\\ \\ 3-Ibd EXI5TIN6 SOFFIT \\\ \ T U \\ \ �- FRAMING TO BE 2 X DONT.SHAPED \ � REMOVED EXI5TIN6 5OFFIT - 3-Ibd i -- FRAMING TO BE } REMOVED --_ (E) 61B. (N) 2 X 4 0 Ib' OL. o ct 3-Ibd PR'06RE55IVE BLK6. � Q PER C Q z o 16 5CALE. 3/4"=1'- 0" V 56ALE: 3/4'=1'-O' b Q FOR OVERHEAD APPLIGATION5 U5E AMEtRIGAN 3000 NON 5A661N5 EPDXY 6ROUT OR { (NU ( MASONRY EQUIVALENT. OR GONGRETE ( GONG. OR MA50NRY } a� C. REMOVE FACE SHELL A5 WD. BM. OR LED6ER 24" 4" L / n •* ,n l RECD. FOR 6ROvnN6. DRYPA.GK REMAINDER / SOLID. 3/4'm HOLE, BLOW GLEAN W/ / O GOMPRE%M AIR. FILL WITH MASONRY INFILL PANEL TO MATCH THICKNESS W/NONSHRINK EPDXY 6ROUT ~ AND INSERT DOWEL. / OF (Fa MA5ONRY OR CONCRETE HALL. O LE�• W/3-Ibd o / PROVIDE #5 0 24' OL. EA TYPIGAL 0 � #5 41 24' O I WAIL CENTERLINE. CJ w n O MAT (M) (ZONT 2 X 4 CEILIN6 J015T W/ W& I GINE #5 0 ALL E06E5 OF (N) MA5ONtRY. 2-1bd TO BLK6. N o / U5E OPENED END UNITS ADJACENT TO FADE a OF EX15TIN15 MASONRY. DOhEI-5 AND DOVEL 5PAGIN6 TO MATCH N !- > 00 / K HORIZONTAL AND VERTICAL REINFOIRGIN6 Q 0 INFILL PANEL. j Z 0 MA50NRYED6E5 OFTYPTYP. . DOWEL 0 a 0 " / - DETAIL a 0 -" a4 WU 00 17 13 TYPICAL (ICU 00Ya TO MA50NW 9 TYPICAL MA5OWf IWILL WALL 6 TYPIG& PR06RESNVE E.OcK1% FILE: MA518 REV.DATE: MbIg4 56ALE:KT.5 FILE:MA519 REV.DATE: IIMM4 SCALE: Iy.T.5. FILE:iV25 REV DATE: 11/12/14 5CALE: KT.5 -O J X W S W Q 0U i--IL cn Z a � Q CONSULTANT BYRD AND ASSOCIATES Consulting Structural Engineers 10134 SIXTH ST. SUITE A RANCHO CUCAL"KIA,CA.91730 (900)483-0200 FAX(909)483-0205 JOB NO. 80-14 CITY OF RANCHO CLICAMONGA APPROVED BY: RECOMMENDED BY: CITY ENGINEER RCE: 24953 DATE ., SUBSECTION SHEET OF PROJECT SHEET i BY DATE BY DATE OF 18 14 14 Q REVISION DESCRIPTION DESIGN CITY DRAWING NO. ENGINEER APPROVED SO.Z Aug 16, 1996 _ 12:11:50 S02E . .. _... ___ �... . _.-.ter... ...-� �.�_-.. .._.._.._. ... � ._._ .... �_ _.._ .� __� _'�'��F�-' ._-___. ...�..T�..,.,. ---.. ..�-.._... �--.�..�_.._ ._- ..___•- _ _ _. _. _J _ ...--...�- __ _.._._.._... _�-_. ...._ .. _ .. -_ _ ... -_.. .-�_ -. �..- -r- ...--1s-� �-�+ I' MULTIZONE AIR HANDLING UNIT SCHEDULE SUPPLY FAN DX COIL HEATING SECTION I FILTER OPERATING SYMBOL MAKE MODEL CLASS LOCATION CFM RPM SP TYPE HP ROWS EDB EWB LDB LWB FUEL I/P.CAP. O/P. CAP. VENT SZ. POWER SECTION WEIGHT REMARKS 3.5" FC 20 (5 $Q 5 55 53.5 NAT.GAS 400 MBH l0 MBH (2) - 12" 480-60-3 T�zo V`l AwAte{ 2,4 D BL.OVJ E.W. W 1 T H 1 N TC 2 NAL 150 LATO RS 011446 AH AIR FAN GMZ-222H I MECHANICAL 54QQ. _ p q (o DIA. Z 1 ROOM - REK OF AIR COOLED CONDENSING UNIT SNEWU SYMBOL ABBRE- IDENTIFICATION a VIATION ELECTRICAL - SYMBOL I MAKE MODEL LOCATION AMB. AIR MAX. CFM COOLIN3 COMPRESSOR COND. FAN MOTOR POWER E (Z, OPERATING REMARKS JOB NO 95091 POD POINT OF DISCONNECTION DB WB CAPACITY QTY LRA FLA C,,rY HP VOLTS PHASE HZ WT. LBS. - .�. DATE Sept. 11, 1996 ACC CARRIER 38AH054-6 JUTSIDE 105 67 35,000 4G3• MBH 1 223 13.6 4 1 460 3 60 �p 3600 R-22 YI ® POC POINT OF CONNECTION )RA WN 1 ?7 8 34.5 i SAD SUPPLY AIR DUCT RAD RETURN AIR DUCT EXHAUST FAN SCHEDULE OAD OUTSIDE AIR DUCT SYMBOL MAKE MODEL SERVICE CAPACITY S.P. H.P POWER RPM TIP OPERATING REMARKS CFM SPEED WT. (LBS.) EAD EXHAUST AIR DUCT O EF COOK 12oG38 RESTROOM gpp 3/4 INCH. 11+¢ 120-60-1 (43� 4-5 D6 150 PROVIDE BACK DRAFT DAMPER AND ROOF CURB Sr SUPPLY Z 1 W . 0 GA GALVANIZED U `� U � RG RETURN GRILLE Ile U iS3 �"�` EG EXHAUST GRILLE jdlH • '--t PROJECT NAME DATE C LIONS PA P� RCT ADDRESS CO[rA9UNITY �]'I�2, EAST 3/1/96 I - _ REGISTER AND GRILLE SCHEDULE 9191 E. BASELINE R WidirMVD MANUAL VOLUME DAMPER �gPermBI R G S � -MECHANICAL TELEPHONE U PRINCIPAL DESIGNER CHANDRA SHINDE (909) 598-1980 SYMBOL MAKE MODEL OBD REMARKS - —� BD BACK DRAFT DAMPER DOCUMENTATION AUTHOR TELEPHONE C oked I O Z K. C. PATEL (909) 598-1980 Entaroo,,.,,t�•„�u�. I r� SG TITUS PAS-AA WITH NO WITH PERFORATED PANEL O 24"X24" PANEL SEE PLANS FOR SIZES —_ _ ALD ACOUSTICALLY LINED DUCT O H t� L6= DATE OF PLANS BUILDING CONDITIONED FLOOR AREA I U 3/11/96 10920 FT 2 RG TITUS 245X24 PIANEL NO WITH PLA SRFOR S ZES L X NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST RCCM I O THERMOSTAT ct BUILDING TYPE ❑ ❑ C ct PHASE OF CONSTRUCTION I NEW CONSTRUCTION ADDITION ALTERATION ; EG TITUS 50P YES WITH PERFORATED PANEL V 1 C ❑ SEE PLANS FOR SIZES METHOD OF MECHANICAL � 1 PRESCRIPTIVE PERFORMANCE f T; DEMOLISH OR RELOCATE THERMOSTAT COMPLIANCE 11 O `l PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT ❑ ENVELOPE COMPLIANCE-ATTACHE? I TG TITUS 50P NO WITH PERFORATED PANEL O SEE PLANS FOR SIZES - � FIRE DAMPER � IThis Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. U FC FLEXIBLE CONNECTION i � � U The Principal Mechanical Designer hereby cef'gies that the proposed buildingdesign represented in this set of construcicn K. � g y p p° g p SYMBOL ABBRE- IDENTIFICATION documents is consistent with the other cnmpiiance forms and worksheets, with the specifications, and with any other EF EXHAUST FAN icalculations submitted with this per.-..it application. The proposed building has been designed to mee:the mechanicai I VI"Tll'y I O lrP-•-irements container: in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. p t_ DOOR LOUVER Please check one: I (E) EXISTING I I hereby affirm that 1 am eligibi� under the provisions of Division 3 of the Business and Professions Code to sign t~is ; EXISTING DUCTWORK TO REMAIN C~ C) e - - --� oCD I document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or arcr,ii :. i (N) NEW -- ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Ccde by Section ES_ .2 cf ��7`�� EXISTING DUCTWORK TO BE REMOVED U u01 the Business and Professions Code to sign this document as the person responsible for its preparation; and that t am a DRI DOWN Q j licensed contractor preparing documents for work that I have contracted to perform. ❑ 1 affirm that 1 am eligible under the exemption to Division 3 of the Business and Professions Code by Saction EA EACH - SINGLE LINE DUCTWORK, NEW N Q. of the Code to sign this document as the person responsibie for 1s W preparation;and for the following reason: Cn ~ STRAINER Q Q Z C LNCPRINCIPAL MECHANICAL DESIGNER-NAM SiGNATU y3 Y OO P 1/96J ( hQ P O oQFILTER DRIER P 5 771 or- a - - _ U v Indicate location on plans of Note Block for Mandatory Measures M-1 I LISlE OF MECHANICAL DRAWINGS - EAST BUILDING W x EV EXPANSION VALVE t. M-1 SCHEDULES AND LEGEND ❑ 3 For detailed instructions on the use of this and all Energy Efficiency Standards complianca forms, please rfer to the Nonr?si•'an:izlW 0- 0 'anuai published by the Cali':mla energy Commission. SV SOLENOID VALVE C AECH i s Required on plans ftr ail submittals. Farts 2 & 3 may be incorporated in scheduies on plans. ~ z MECH-2: Required for all submittais;choose a^^ropriate version depending on method cf mechanical complianca. M-2 DEMOLITION PLAN - MECHANICAL w OD OUTSIDE DIAMETER MECH-3 and ME'-'H-4: Required for all submittals. Nonrosidar,0al cxrpliancs Form C�c�r.t:r J�SiI M-3 REMODEL PLAN - MECHANICAL VTR VENT THRU ROOF :ONSULTANI M-4 SECTIONS AND DETAILS ME01-II►NIOAL CFM CUBIC FEET PER MINUTE CONSl.1LTIN0 M-5 CONTROL WIRING DIAGRAMS AND DETAILS E N G I N E E R S TYP. TYPICAL 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1385 CITY OF RANCHO CUCAMONGA �+ APPROVED BYRECOMMENDED BY- CITY �� �� G. CITY ENGINEER( RCE: w95IM71a+ SHW OF SCHEDULES AND LEGEND-EAST. ow ffy DME BY DATE REVISION DESCRIPTION DIESION CRY �M N0. M-1 DWAM APPWm 1 ' NOTES p ARCti�I 1. REMOVE (E) S.G�.. SEE RENOVATION PLAN FOR NEW LOCATION. REMOVE(E) BRANCH DUCT AS REQUIRED. v 2. REMOVE (E) THERMOSTAT. SEE RENOVATION PLAN FOR NEW LOCATION AND * G11446 NEW THERMOSTAT. EXTEND 24VOLT WIRING AS REQUIRED. 3. REMOVE (E) THERMOSTAT. SEE RENOVATION PLAN FOR NEW LOCATION ANDRM1 NEW THERMOSTAT. EXTEND 24VOLT WIRING AS REQUIRED. OF C p�\E 4. REMOVE (E) EXHAUST FAN ON ROOF, ArSOCIATED DUCTWORK SERVING THE of — REST ROOM AND JANITORS CLOSET. 7I 5. REMOVE (E) 46"X22"RG. SEE RENOVATION PLAN FOR NEW LOCATION. REMOVE 95091 (E) BRANCH DUCT AS REQUIRED. 7)66�,N6. REMOVE (E)AIR COOLED CONDENSING UNIT AND ASSOCIATED PIPING. ept. 11, 1996 7. REMOVE (E)AIR HANDLING UNIT AND RELATED DUCTWORK AS REQUIRED. CONTRACTOR TO VERIFY EXACT CLEARANCES REQUIRED FOR THE APPROVED 2 EQUIPMENT. 8. REMOVE (E) Sy . - �{, 9.; REMOVE(E) RG. 10. REMOVE (E) EG. W 1 ' 8 + 11. REMOVE (E) SAR. REMOVE(E) BRANCH nUCT AS REQUIRED. I2-, F-XHAuST F=A14-7--ro- ZeMA 1 c4 © -'� to ► IIS W U M v T) 4 '� tl �, ► U 'Q �..� U04 Uro CP—MR0 cl� El t2 I I U . I I zU = U A. o o s 1 I S S I•� O ct Al o o o a O •gyp i I I a ® < c a Q c o c Z C v O01 — 0 0 0 0 0. = 0. 0, J 0 J x ® � U � � o w L� 0 U Z 4LO u' v a tie )N&jLTANl • S&K C�NSULTIN� ENQINEERS 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CA LIFORMA 91006 TEL:818-930.1383•FAX:818-930-1385 I� ii I r C" OF RANCHO CUCAMONGA APPROVEDl: IY� N CITY ENGINE RCE: i sumocnow SHEIEr OF A DEMOLITION PLAN - MECHANICAL s N .► oliu>< rr EAST or Q REVISION DESCRIPTION Dom c" N0' M-2 Gcawsm A* • �SEp ARC,y�T • NOTES *. 011446 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'f' ISN. R 3. INSTALL NEW SG'S AT THE NEW CEILING. EXTEND THE BRANCH DUCTS AS OF REQUIRED. 4. INSTALL NEW SG AT NEW CEILING, EXTEND SUPPLY DUCT AS REQUIRED • ' 129 C.0 CSF N` 5. INSTALL NEW RG AT NEW CEILING, EXTEND RETURN DUCT AS REQUIRED SOB NO 95091 • O '2a'rt"L4• k� —� G. INSTALL NEW EG AT THE NEW CEILING, EXTEND EXHAUST DUCT AS REQUIRED Sept. 11, 1996 7. M EXHAUST FAN TO REMAIN SATE x M + � �q•[� �A) a. NEW LOCATION OF NEW THERMOSTAT. EXTEND 24 VOLT WIRING. BEE CONTROLN�—► `` DIAGRAM ON THE DRAWING M-5 ®4Q O GI'M ��c2)12"Ix 12�I lr--•G OI cr M 9. NEW THERMOSTAT. SEE CONTROL DIAGRAM ON DRAWING M-5 10. INSTALL NEW RG AT NEW CEILING. EXTEND BRANCH DUCT AS REQUIRED. 1150 GFM , �. -- _ -� •� -r`r�i l y'1•'�tz_,__.___.- - '._ 11. 14'X12'TRANSFER GRILLE WITH TRANSFER DUCT, SEE DETAIL NUMBER 5 ON I DRAWING V. I 464 UW& AeoYE NOW- FIRE. �P �KE,P�� U t N C , fWTEA FSI I%L I41 3 DUe CT M&Y g USED PT cosTKA-c, {-is DiscRi✓TIoN. P4 - 15 o a c F r� t2 j 4 +—� T� 1�•� ! � �„�►�� I� "�' _ r ° �.—,,,N I �3, -!wt c.Eu..uicy+ A5c74 E F I RE {zA'�'�D ��+5 �U�Twoiz 1� sr-PAUL P� F-+-�1 _ ® 1 oUQ GF M caA`voNlzarD sk�Er ME�A�� THtckI.iF54 �11uirWM �CoG .IG.E. �__;___-1 L ,c 1� MIWNWM T}{1cMtN�S ►�.1- ft4z UW'f ;,Rl — — —,�— — — of IA. C,owT}: To c �•� FY ���ITY v FANIN 4 Q C p'�c 1 I �1 to. SA T14E ,Flrw.p AW9 To Cee 6f v N- V, • � U �=—r - •, l� " I � � U 0 4 I v x 1 ,, F= - UP4 --� _ 4 P N � CFH iJ IX U � �� 9.4 725Gf M 150 GFM S - - I 44, A* 145 f��C�;�C� i 8� AF--► � V 1 � � V �� 44zu 33 MM c ` A ti . C) z 44) 9 - ct 5 2 C-FM a l. Iglu, + I Ih' ro'Is c� I S Uv ,cFtA Z 2Svct=^� tic) o G M `14 24"x KG 24 Gt -O , - - - - r,. •r-30r�& 30xCo- I ►-� k � 5 0 0 GF M , 3 K 1 I � .r-ICox.CA ICox co ` r � l i r M 4D Gtr-rv\ �,a. ! 4 3 a Z Q _ 20 0 cr-Ian ( o 0 -- — — -- I I 124' 12x IZ ��Csr ~ t � F U J W U CE)Ibc� Iq 1� . IrL.EK . 1 'p ; clLAN 4 w 700GFM EAL _ - - — — --� — �-� — CE�141I�+ p„ Q woc I ��2)141x14"Z4 � � I 12DD GSM o5 Z ux14 Z t4Rc-% I0 _UNSULTANI I ,J & ME��-1/ NIOAL 4'J ELE07-�10/ L 1400 GFM �-� CON8l.JLTINQ 24''x�4 �i ENGINEERS T 310 EAST FOOTHILL BLVD.,SUITE 100 1 Y ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1385 CITY OF RMCHO CUCAMONGA rscom 16]IIDIm BK: APPRI7NED eY: CRY ENGINEER RICE. 24253 DATE: 3 Bulletin NO. 6 111'21 su.,ocI Dw >� QI AD0E>j0uM #k 2— ----of NIOdEt.T >i11W D j _ - ���.���. � - �- � ni -----• - REMODEL PLAN - MECHANICAL car— By WR ffy oa EAST awlwa wa -°�. Q REVISION DESCRIPTION DEEM CRY M-3 a w Tl �rI - ST RA 1 N EFZ (TYP) f F1 LTra P, viz I E 1z (T`s'P v. - -- D R L.1 N r='_ S { O.1TII.R 14�1D1GATDR: 'r' 'P G11446 1 SPANSa C)R V� �TYF RENT. 9�Of C 2 JOB NO 95091 7 , DATE Sept. 11, 1996 , T gg p - • COO c� ? l 3f �_m p. ro I �• 00 �.M . - - x:15-- � O . \L uct ILI NOTES FOR SECTION THROUGH THE MULTIZONE UNIT 1. EXISTING FIRE DAMPER AND MANUAL DAMPER I Q; U � o 2. EXISTING 8"DIAMETER CHIMNEY I I I I ~ • �"1 ala .S CALL a 3. 28"X16 OUTSIDE AIR DUCT DX COIL PIPING DIAGRAM _. _ 4. EXISTING 32"X25" RETURN AIR DUCT V 1 V 5. NEW 32"X25" RETURN AIR DUCT Z m= 6. BLOWER SECTION u r z r---4 EXNp.US FAN 7. FILTER BOX SECTION O 13 �2 M� O T � o� � 8. DX COOLING COIL SECTION. CONNECT REFRIGERANT PIPING AND CONDENSATE O �..� r= DRAIN PIPING TO THIS SECTION 9. FURNACE SECTION �--I 10. DISCHARGE DUCT WITH COOLING, HEATING, AND BYPASS DIVIDER. - O cdu r�TE2 _ f Z F LAS}-11 N C; 11. TRIPLE DECK CONTROL DAMPER SECTION. t :ASHINc CANT STRIP-— O 12. NEW DISCHARGE DUCTWORK. FABRICATE AFTER THE AIR HANDLING UNIT IS IN f >* _m_c_fz E __..:.____-- PLACE. I I a ~ - 13_ ANCHOR AIR HANDLING UNIT TO THE EXISTING PAD WITH EIGHT (8) 1/2" BOLTS. W I f 14. BLOWER DISCHARGE SECTION. - U- 15. NEW FLUE CHIMNEY(TYPE B). X lAJNQ\S T --U U C"_� , � SECTION THROUGH MULTIZONE UN!T _fib .SGAL�. 4 � EXHAUST FAN MOUNTING DETAIL NOTES FOR THE EQUIPMENT ROOM PLAN 1. NEW LOCATION OF THE TELEPHONE PANEL U o W _AGGrall 5'C"1 CAL.L`( LI blE Q 2. NEW 7-DAY PROGRAMMABLE TIME CLOCK ZONE TAKE OFF SCHEDULE uja 3. NEW RELAY. Q • •oma ZONE AREA SERVED CFM NUMBER OFv, W a M Go 4. NEW DISCONNECT SWITCH FOR THE AIR HANDLING UNIT. - -- - 5. EXTEND FLUE CHIMNEY ZONE BLADES ' Z o a (TYPE B)TO EXISTING 8" DIAMETER CHIMNEY. Y o a o. 1 STAFF WORK ROOM 1250 2 - 8. BLANK-OFF UNUSED FILTER SECTION OPENING WITH 20 GA GALV. SHEET METAL. '` a 0 0 2 LOBBY AND SERVICE COUNTER 1850 3 p, = O a o 0 - -- T. CONNECT 36"X25" RETURN AIR DUCT TO FILTER SECTION. 18. CONNECT 28"X16" OUTSIDE AIR DUCT TO THE FILTER SECTION. 3 ACTIVITY ROOM NO-1 O 1 2000 4 W a -. - U ~ LL 9. CONNECT 36"X20" RETURN AIR DUCT TO THE FILTER SECTION. 4 ACTIVITY ROOM NO- 10 7 1340 2 h _ lzANsT'1=T2 ��S�ER _ 3 0 lLL-e - 10. TRIPLE DECK DISCHARGE SECTION WITH CONTROL DAMPER MOTORS. 5 ACTIVITY ROOM NO- ,I 11 2000 3 "a = CONTRACTOR TO INSTALL DISCHARGE DUCTWORK FROM THIS SECTION TO (E) F_ C P U ---------- SUPPLY DUCT WORK AS REQUIRED. (TYPICAL FOR ALL THE TEN ZONES) 6 ACTIVITY ROOM NO- 1 I 1 1000 2 w Q a C� p-, Q co a 11. (E) FIR^DAMPER AND MANUAL`GLUME DAMPER (TYP. FOR ALL THE ZONES) 7 __CnA LLQ R`f EAST 1650 3 - 12. (E) TRANSFORMER. 8 ACTIVITY ROOM NO-115 1200 2 40 13. (E) MOTOR CONTROL CENTER. !:-'ONSULTAN1 9 ACTIVITY ROOM NO- 111 1700 3 14. NEW AIR COOLED CONDENSING UNIT. ANCHOR UNIT TO THE EXISTING SLAB WITH r* &K MEOHANIOAL ELE07-RIOAL 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 IG 1400 2 CON8ULTINO LINES TO THE UNIT. �1 1 t1 E N G I N E E R S { p SGAL� 15. BLOWER MOTOR WITH BELT GUARD. [� L.. 't 4/ 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 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. C���H+c�H -r�qp� MECHANICAL EQUIPMENT ROOM LAY-OUT 17. SEE DX-COIL PIPING DIAGRAM DETAIL NUMBER-3. 18. NEW REFRIGERANT PIPING THROUGH WALL NEAR ROOF OF MECHANICAL CITY OF RANCHO CUCAMONGA '. EQUIPMENT ROOM. N 19. NEW VOLUME DAMPER. APPROVEDBY: �" 4 RECWiMf]rl•OED BY' ' CITY ENGINEER RCE: A of SECTIONS AND DETAILS-EAST er Drat: er or►h of 0 REVISION DESCRIPTION DESIGN cmr WAWM two. M-4 wowEEe APED w i USED ARCy�� 6D ti - -Aso �a0^'� 3 XzOU•� (5O^'I--3 � �' SQ�.J_fa.0 ^'.t �� * Gllaa6 i i � REIr. P T T OF CA``�0��� MUT -DobK Am V©L_vAlcx . DI'S CONNEc-r JOB NO 95091 -:pDATE Sept. 11, 1996 I MACa : STAR.TMR 0i) A\NN i 27 BV1zNER pbbR'S V E t=rzos-T- _ STA*T . : (J) H OT PL:E 1R WA - �00R :sw(TcN i lscoNNE:CT - Tj W Z s�`� Com. �d•F -- � T-1 _ A�� W , U Qc IKTROL PAt,ICL) _ aONE: AMPmR ^ pTo_R W I T 7 E o LE c-r R,c =0 o"('H EIZ - f 13 i� I]u c-1 N sAT>~R U _Cd LD -PLC--NUM F P4 2� VoL.'TS r Loh1j"RoL- _. -- I I LCL --VAI t Fz1 N � -- _----- --- --__ I _ -M Tt 7_ ---AH_UN IT I - - .4666 ---- C2L� ALvr__5 "� V a M - �-T-,�_r T - -- � WEU _. 1..1G2u1D l-.1NE w _ --- _ _ _ �E�•Ess utz�. sv�l�� LK - A�T ori M- ct cau'T'RoL h1TER.�,c��.0 `t"t� 13= _ M--r �-Rc7�tlDEL? I3`( __5(�8E �uVlizaIJ, ME�TAL _. I � _�oNTCZbL.S c Q SCALE _ CONTROL DIAGRAM o � Q U W P i 1 - Q i W U SIEBE ENVIRONMENTAL CONTROLS DMS 3500 I : INPUT / OUTPUT POINT SUMMARY U-j W CoQ EQUIPMENT POINT POINT _ a Z co v FIRE RATED WALL CONTINUE RATED ENCLOSURE o P PROVIDE 'CLEARANCE OF AROUND SLEEVE DESCRIPTION TYPE Q � o a. = o < (> 1/8-/FT. OF DIMENSION ON AIR HANDLING UNIT SUPPLY FAN START I STOP CO - EXPAND DUCT SO THAT FIRE w ALL SIDES FOR EXPANSION DAMPER DOES NOT REDUCE AREA SUPPLY FAN STATUS CI LL FASTEN; DUCT TO SLEEVE W/ OF DUCT (EXPANSION IN WIDTH IS O "S" SLIP ON TOP & BOTTOM ACCEPTABLE) CONTRACTOR CAN SUPPLY AIR TEMPERATURE Al = 0 & DRIVE SLIP ON SIDES, USE FACTORY INSTALLED SLEEVERETURN AIR TEMPERATURE Alw 3 SLEEVE .NOT TO EXTEND MORE TO KEEP BLADES OUT OF AIR 0- 0 THAN 6" OUTSIDE OF WALL. STREAM Z HOT DECK TEMPERATURE Al w Q Q FIRE DAMPER ACCESS DOOR COLD DECK TEMPERATURE AI 16" GAGE GALV. -- ' — — ———— AT FUSIBLE LINK. FOR ROUND a. � STEELSLEEVE C`UCT APPLICATION PROVIDE DX COOLING COMPRESSOR START / STOP CO FIRE DAMPER W/ 0 0 CURVED DOORS. PROVIDE FUSIBLE LINK CONT. HINGE & CAMLOCKS COMPRESSOR STATUS CI :ONSULTANI SO AS TO MAKE ACCESS MEOH/►NIO/►L ELE07-f'iIOAL DUCTWORK 0 0 POSS. W/OUT ANY SPECIAL GAS HEATING FURNACE ENABLE / DISABLE CO &� C�NE3ULTINQ TOOLS. PROVIDE 24"x24" - E N G I N E E R S 2"x2"x1/8" GALVANIZED ANGLES ACCESS PANEL IN CEILING OUTSIDE AIR TEMPERATURE Al SECURED TO SLEEVE W/GALV. FOR ALL INACCESSIBLE 310 EAST FOOTHILL BLVD.,SUITE 100 06 SHEET METAL SCREWS AT 4"fb-1-- LOCATIONS. AR 8-930-ADIA, CALIFORNIA 910-1 TEL:818-930-1383•FAX:81&930-1385 ALL AROUND. ANGLE SHALL OVERLAP MINIMUM OF 1-1/2- ON ALL FOUR SIDE; 1. FIRE DAMPER SHALL BE U.L. LISTED. INSTALLATION TO COMPLY WITH SMACNA CITY OF RANCHO CUCAMONGA STANDARDS AS DESCRIBED IN NFPA 90A. MANUF. TO BE RUSKIN TYPE B OR C OR APPROVED BY: Cj RECOMMENDED VY' EQUIV. STATE OF CALIFORNIA, FIRE MARSHALL APPROVAL NO.: 3225-245: 005. CITY ENGINEER RCE: -24953 DATE: 2. SEAL EXPANSION CLEARANCE MTH NONE HARDNING RESILIENT CAULKING COMPOUND r SUBSMTM SHEET AROUND FIRE DAMPER ON B01H SIDES OF WALL. CONTROL WIRING DIAGRAMS � AND DETAILS-EAST pmm O 2 sr MAN e� o,►h or FIRE DAMPER DETAIL _ Q REVISION DESCRIPTION DESIGN am ORMING NO. M-5 ENGIINEElt APPF40WED i I I t GENERAL SYMLi'LS SPECIAL SYS,"IS RACi'hAY COLS i by I • I 4"C. U.O.N.NOTES: 1 } Mounting heights noted ore distances measured from the device F FIRE ALARM do DETECTION SYSTEM CONDUIT RUN, 3� - centerline to the Finish floor or finish grade, unless otherwise S SECURITY SYSTEM CNDUIT RUN, 1 "C. U.O.N. �C,�D ARCjy� I' noted. T TELEPHONE SYSTEM CONDUIT RUN, T = 3/4C. , TT - 1 "C. , T2 11/4"C. I � note on the -'"_- E EMERGENCY POWER CONDUIT RUN. L� GF iTtNl.7 �1 /� 11� � S�� � �UULE �V Q�' ��� { 2) An oval with a number inside refers to a special drowing where it is indicated. TEL- EPHONE ATA SYSTEM I * C11446 TELEPHONE OR DATA TERMINAL BACKBOARD 3 4" THICK PLYWOOD U.O.N, , !INPUT' �AMr�s ' MANU1 A'7URER I sWITS:rtEs wfTH MOUNTING HEIGHTS +48" (U.O.N. ) / SYMBOL TYPE ' DLESCRIPT!OIvM VA -� -- OUNTING CATH .OG NO. REMARKS ._ I NO. WATTS', S SINGLE POLE SWITCH H TELEPHONE OUTLET; MOUNTING HEIGHT +18" U.O.N. PROVIDE 3/4-C.O. UP TO +6" ABOVE ACCESSIBLE CEILING. i �F CA�1�O 1 S 2 TWO POLE SWITCH " 2.1X'41 RE>��ED + } F3Z iC-0L-UTV ,515 (xT11QESHOGL J".J� 10i TELEPHONE OUTLET WALL TYPE , MOUNTING HEIGHT +48 AFF 0 � FLIM. PARAALr_ 107 Z 8:2 TS R * P4 2.43C-��3�3-I-E$- H'�D R E S 3 THREE WAY SWITCH W PROVIDE 3/4-C.O. UP TO +6" ABOVE ACCESS+BLE CEILING. j f f HALL }-SAVE EMER:q-'. , TROFFER 2�T/ �SP35 z7N(ELEc.T 5LAMP$AL•) ,gA4T _1R.Y..�_A�K.T S `} FOUR hlA`( SWITCH COMB I NATION TELEPHONE/DATA OUTLET, +18"AFF U.O,N. 1'A+ 5LI{Zf=ACE + J- ,F32 `.__-__.___.__ CO LU M 3-- -- --- I,� JOB NO 95091 DOOR sw i T cH ACTIVATED 3Y DOOR POSITION D PROVIDE 1 I •"C.O. Ur' ;V 76" AjCVc ACC:SS;sLE CEiLiNc:. ® ' FL-L-O----z--E-�cE--h--T• {_ 71 �. 2 # 3•Z �T6 i SLI R FACE , - A W N ?_'+0-A-;2-77V-E=-5 P3S ° MPUTW no-x-r^ cx1TLar � + 3'A.FF WITH LEfS 277 / CELECTRDN►<_- &ALLA-55T) , SATESept. 119 1996 -rFO`/IM ( C40- UPTO +•lo'AMOVE AGC6561&_E =eiLjPCi I II r � � { t BY THE SwiTCH WITH THE SAME SUBSCRIPT LETTER. WHERE MULTIPLE SUBSCRIPT + " " FLUOR, , I "A:-27WG _ 1 SUBSCRIPT LETTERS NEXT TO THE ABOVE SYMBOLS I' DICATES DEVICE CONTROLLEDret- 8 ROUND R E`.�EU PL PRE �L{T� F1XJ1P_E,, S1-lolJN �J f�RA'Mv I - T04 Dt�l• L I�HT 3h 2 18 Fl-1-10 ' R.E{-� f�EU #�G �818 E - SHAv�D�lRr SHA LETTERS "X EOij,P sr.N1 or.SIGNATED WITH AN X IS TO RFMAIN Lr. i ERS APPEAR, EACH SUBSCR i PT DESIGNATES ONE SW i TCH OF Tlk" TYPE C t I{-{A, 0 GI-EAS. At.�A►� , \/E EMERUEW_`( ' I t INDICATED "R" EOU I PMENT DESIGNATED WITH AN "R" IS TO BE REMOVED EM� j 8 ROUND FLUOR, 'L __ - --- ' P RESCO L I T� ----r- - $ 1t.i � ►.�r� i _wT.�H .S wlTr� MC�NTING HI~ 1GF;T +a8' (u.c.N ) L�WNLIC� `�`}' 2 2� FL1Jc-F R INDICATES CO'�DU i T APvJ W I RE TO BE RE► OVED 0 OD NT L.1/ RIEGE P Re2G E B-9'92-Z7-N i ( U i�CONN LCT SWI T(7H W i i m OVER(_'uRi E-NT PRO TEC f I ON L)Ni.ESS 0THVRW SE: GI-E�R �Lz�°•I� ;QUAD 277V I NOTED WITH `NF" ® 2 MAGNETIC MOTOR STARTER NEMA ` IZE INDICATED Co" W°L 1�LD FLL16 '� ` i PI- PRGDLITE - Ib I t-�T W q . F UOR, KFC 55E C-FR�o09 PF 72 27T/ �•/ SINGLE LINE SYM_60L.S 0 O r "-�T D, N 3 ' COMBINATION MOTOR STARTER--01. _ONNECT DEVICE. WITH OVERCURRENT EAR- AI.�AK ; tLl,gp, j PROTECTION UNLESS OTHERWISE P )TED. STARTER NEMA SIZE INDICATED. _ �_ _ Y__ - 3 ROUND FLuOJZ, PL F-RE-t�LITE O POWER AND_W.i3 NG. D 1 R{.54i.T_! `! yy��,, COMBINATION SWITCH-FUSE; SWITCHBOARD MOONT iNG O � DOWNL1c�� �r/ Cog 3 � 2� iFL1�R ge'-�D' 0- 6F .6E5 -762- ' CLEC ALZAI u ErIAN' r C i:2Cli I T PANE LBOARG _ DISTRIBUTION TRANSFORMER _-_ 27.7Y ,__ _ SWITCHBOARDS, DISTRIBUTION PA ELBOARD OR MOTOR CON,ROL CENTER CYTY1 RAT{\/� I.,CAI•L} _ . A WHITE FxIfJI�H r-. �c'rO NGS � F � �Miy7 ���� M CONDUIT RUN CONCEALED IN CE{� NG OR WALL (SEE SPECIAL SYSTEMS AND CIRCUIT BREAKER � UP4 DEFINITION SYMBOLS FOR RACEWA CODING) CIRCUIT BREAKER WITH GROUND FAULT PROTECTION � - -- -- - - - --._- -- -- CONDUIT RUN EXPOSED 1~�IT SIGN �RE� OLIVE EHERcl, 504 TEP`' -{��- FUSE E-EC-TTPa-LIMINI25r� - C15-IL-114 #-EL.42_j&-EN-W PAC j O --IH ---- CONDUIT RUN IN OR BELOW FLOOR SLAG OR GRADE O 10 GROUND _ ; i 1 1,eAp L- f M� INDICATES AN EQUIPMENT GROUNC CONDUCTOR 3 MOTOR f i 10 II iznuND I MEAL• PRrESCOLITE (ZEC-DRESSED 4) Ct HASH MARKS INDICATE CATE TFiE QUANT TY OF CONDUCTORS REC>U i RED, UNLESS NUMBER INSIDE SYMBOL DESIGNATES HP OF MOTOR Z ;{LEGE F� H(D 2S i0O ;HALIDE REGES�SED GI M Jr'100 M� f✓ -1yS PRI5HATIC LE S 1 ( ) O N OTHERWISE NOTED, NO HASH MARK INDICATE 2 /12 AWG (#10 AWG �,�NLIGHT z77✓ CONDui"TORS INDICATED) , WHERE A NUMBER IS NOT INDICATED, THE _._.._ �--------_--------�-. - CONDUCTORS ARE #12 AWG (MIN) . M •�}--�T' FLUoI?, - � . F32 �QLU M�I w � v , IRE ALA 4ZH 5Y6T'E M iiSTR 1- I = U CONDUIT SIZE SHALL BE PER COC, AND INSULATION TYPE. ("'-� O I (� �T• 7 3 . T8 I N c6 I-{'0 E5-)o7 v: cz277 V f i 5P3 ABI NST � -Tin 11 INDICATES A HOMERUN TO PANEL 'ILA,TCIRCUITS 1-3-5 WITH SHARED F A _ 5 I SLE -h ~�.D �u0#� ' 1 P �I� O ~ O NEUTRAL AND CiRCufT 7 WITH CE iCA,ED NEUTRAL " OLIN FL �- 6C-O j I � 'silpkl•1W �...� FIKE LARM PULL 1_Xn0W + s F ��•.•..�II "LLA-1-3-5,7 I �1 O �K 001,4 N LI G NT- W 3.4 F 2. 13 'FLUOR *G F - -2 H U �8►3 �g 57z 7N � ��e >�� � . _ U .� 1--Ire � -,re- `( �. '1=.A,Y-erz }.ICS MaUNTED U.v.IJ. GL .R �°•t...7.� � . .. 1QUAD I L.�-. I-lA �M � FLEXIBLE CONDUIT GEII„I __. l / I $ 1 � o CONDUIT BEND UP TOWARD 06SERV R - ---� T'Ro�E_ UW Ir GC•rIwoa HOUQlTzl tJlAw. t 5U1Z�AC.E L- ,W t , C� t� I X32 , j4ALL ; �LLIMBIA SHADED CII�IfE O FLLIORE NT' 37 1 32. T8 I.,I Imo- Ems.-277V-* INDICA�5 EMI~ Z ------♦ CONDUIT BEND DOWN AWAY FROM C SERVER � �, 41 A 6dPZFACE ' S~P35' f '5&%TT'E ice' P�Ik QQTLETS 'reL-ev15IDIJ S`f4T6H _ 4FT, FL Ib K' F3�L }-----1 5T'F,Ip W/ 71 2. 32 TF 50RFA E #G52•�v- 277V-''4WGA-6519 ~ MOUNTING HEIGHTS AS I ND i CATED ON SYMBOLS LIST , UNLESS OTHERWISE NOTED BY SPECIFIC '1� �/I5100 GX.I'n T ', MDU WTI0 b HGI&HT +I6" U.a•IJ• O `'I,il I I..E GUAKV C �•••� LOCATION IN PLANSI �s 150 w/ 1611 RING STV PLATS W,,/ 40Qk&lroKJL - wr�w MotJ+�T M�vc,��T �WN ITSe IJ SH GEN RA' POWER OUTLET S (WALL MOUNTED INDICATED, +18" AFF U.O.N. ) �) .o r-0 O H-1-D , WALI.PACI< 115 1 100 META. WALL. F�'-f Y►- J UNCTION BOX (O E SINGLE RECEPTACLE: NEMA 5-20R (U.O.N. ) G�Er� 1-I.I.D. KIM u, L., a sTEo WET f'LI!aH'Y' ion I 70 M2`I'W,. ►Z6G�t�GD f-LL F ,&p-70�N 12v -� L,ocA."'i`Io o ) FIIJ I5H DUPLEX RECEPTACLE_; Na`h�A 5-20R (U.�D.N. ) _ htAI.IpE ;L.�TEv I=Y AgC44 M DUPLEX RECEPTACLE ; NEMA 5-20R (U.O.N. ) ; "GFI " ADJACENT INDICATES GFI GROUND FAULT INTERRUPTING TYPE � II Q6�tJo UrL-I&HT i SPECIAL RECEPTACLE Or THE TYPE INDICATED ® W/ ��T QEF `' ✓O I (�O ('IG •ICX�NI H27'7 P SLASH AND BRACKET DESIGNATES UNIT TO BE MOUNTED ON WALL W ABOVE COUNTER TOP, CABINET OR SHELF .CJLE__24LIp1TING MMATptY_MEASURES. '"" w " U DUF'iEX RECFPTA,:i.F , NFMA 5-20R (U.O.N. ) FLOOR MOUNTED � Q �p �` V.0.1J• 1. I�U�.41T'�-!I 1 i1N9-�I IU i-: F F > eh ? Q BUILDING L1p1TM1G 9111.11 OFF SYSIFM IS CONIROIIFO Rr AN AT►InMnnC. TIMI SwIIrr1 < o a 0. __ GENERAL 1 1 T l (FOR FIXTURE. TYPES & MOUNTING, SEE FIXTURE SCHEDULE. SHADED Y. OVERRIDE SW-WILDING LICHTIN�FOR LI II (-, - Y O P � OVERRIDE SNATCHES ARE PROV10ED FOR LIp1INVG S{IU1 F)ff -SFF INIIIMN: PIAN ,._, � � P o UNITS INDICATE CONNECTION TO A STANDBY POWER SOURCE) SI IEE I E-5 FOR MIF ORMA 110N. 0. 0 Q 00 P P ! r. . �• • 3. AUTOMATIC CONTROL DENQE�URTIF IED WU �(ai INCANDESCENT OR COMPACT FLUORESCENT FIXTURE ALL AU TOMA TIC CONTROT DENCES SPFCIFIED ARE TTRIKKDSURFACE, PENDANT, WALL OR CiiAIN MOUNTED - BRACKET INDICATES WALL LL'MOUNTED • '•• fi.4 f1d1WE�N�ALt.�LANQ.L�AMNARIES 9)RTIFIED U04 =IAL1_ FLUORESCENT FIXTURES SPFCIfWl) ARE CFRIIftFO RfFfR 10 TIN INJIIINt: O INCANDESCENT OR COMPACT FLUORESCENT DOWNLIGHT FIXTURE - RECESSED MOUNTED �• •• i •I ' �A"5 0 �NpDED GIRGL E INQIC.ATES FIXTURE WITH EMERCaENGY k�ATTER`( PACK FIXTURE WIRSCIING T O-LA E 1 w = • 5. TANOEM WIRMFt; FOR TWO-LA i� C o z C.OMPAC r;_UCrKE_Si.L°vT WALE WASHLR ",^ESSED MOON T ED. • • • . ALL THREE LAMP FLUORESCENT FIXTURES ARE SPECIFIED 1M111 FIECIRONI(. RAI I ASI w `� Z C1 • / AND ARE EXEMPT FROM TANDf M WIRING REQUIREMENTS v Q INCANuE�SCENT OR COMPACT FLUORESCENT OOWNLIGHT FIXTURE - SURFACE f�DUNTED 1 .• �• a i 6 It��1►184�/A.REl� � T►�R9L5 EACH ROOM AND AREA IN THIS PROJECT IS EOUIPPED Mill A SFPARAII SNAICII F-0--i FLUORESCENT FIXTURE - OPEN STRIP / FOR EACH AREA. SEE INF L.IGIIIING PI AN FLUORESCENT F I XTURf - WALL MOvNTED 5� No'te b s1+r�T ' 1. IIFQRM REDUCTION fQR. IVI��IA�_RQOM� CONSULTANI r� F..-3 00R (��R1`1�T101� ALL ROOMS AND AREAS GREA IF R IIIAN 100 SOUARE FEET AND MORE MAN 1 7 �J FLUORESCENT FIXTURE - RECESSED OR SURFACE (PENDANT] MOUNT WATTS PER SQUARE FOOT OF IIG1111NG IOAD ARF PROVIDFII Will DNIAI IFVTI MEONAN�OP►L i SHADED SYMBOL I ND I CATES FI XTIJCE WITH EM ERC_,Et C` EaATERY PACK ._.. . ._.__.._ _. - $WITCHING SEF LIGHTING PI AN SIN F I F J K OON6ULTINO A. QAVI I T AR-LA TRQE ENGIN E E F�S FIS✓ EXIT FIXTURE - C£I L 1 NG MCIUNTEO I / ALL 004TING IN DAYLIT AREAS HAVE SEPARATE CONTROLS FROM THE NON 1 ---�sr• p�►►.fEL �/w�" DAYLIT AREAS. EXIT FIXTURE - WALL MOilNTEO 310 EAST FOOTHILL BLVD.,SUITE 100 9 CQNTRQ_9F�XTE.RI9R119115 AR 8-930- CALIFORNIA 910-1 TEL:818-930-1383•FAX:818-930-1385 SHADING 1 NU i CATES QUANTITY AND LOCATION OF LETTERED FACES. FXIFRIOR 110ITING CONTROI I F0 RY AI110MAUC. TIME CIOCK AND P11010F'F11 ARR�NS INDICATE THAT DIRECTIONAL ARROWS ARE REOUiRED IN THE DIRECTION SHOWIN LIONS--'EAST (TYP i CAE. FQ� Ai..',_ CX; T F !xTURFS CITY OF RANCHO CUCAMONGA I ND i CATES A REF EREtv�E .O THE F I XTU�RE SCHEDULE; + .; f TYPE "A` FIXTURE IN5iCATED. APPROVED BY: ' c BY: - -t- CITY ENGINEER RCE: ' F summminow on, • OF - +v,►IT �- GYM BOL_S LIST AND FIX-fL RG, • _ ow N6W W^U. - H E D U LE 1 __. 0 Bulletin No. 6 2i12i If+ieoror.T s NW 8K DIKE By WE REVISION DESCRIPTION DOW a" NWNG No. ��- o� AIr� E-1 W 5Ep AR Cyi .V Q� r► cii"6 , . . X sr �x S E T N0 `E S OF CO O O ' WIT MOVE G- <E5AND REPLACE WITH T H R NEW ti,-4i rIGH(E5). FEU�E ExI5TING WX C-LOck O 11TLET +7'-(0" AND GO N D u I TCS L.1 P -FO CEILING 5PACE, 95091 ExTEND CONDUITS AS REQUIRED. RErEK Sept. 11, 1996 �O O O O O O Q t TO 1-16iHTING PLAN FOR NEi,4 oL41TCH(E5). 0 � Iz R 0 . — X � x R � j R n,� x x N REP'IO\/E ExISTI NCS SOFFIT MOUNTED O O O R� - - — _ __`� PZECESSED DOWN LICaNT�. SEE LIGNTINC-� ,y PLAN FOR NEI•.I FlxTuiRES. REUSE cLOC-K I R � EXI 5T►N Cq GO N D U IT, x O O R® O x K R O1� R R O X R I? K Z -0 OR p- X ® REMOVE EXISTING FI XTL. Pa AND -- - R — R &K 1 L IRE PL.AGE WITH NEW AS SHd W N ON ® O 1R R 1R I R K LIGHT1NCa PLAN_ iZELJ16E .BOX. W M �( ■ z ExI�T. MAIN x 0 O O R O O O I R ' SW ITCH 5 A,9L0 X R R R R R RO O ® PATCH A.4C> SEAQ. 5X151-IrJG J-�o�c �j • x f-+ CC3 X z rTl S�RINKL X 1 T R R R K R V R I W • CONTROLL.E — X R I t — -- — — — — — © X S R R I RI - - 7 UP4 M x R R I 1 R R R j EXI-5T P N L-. A TO RE MA 1 R � .., EjVST. PNL..�AA'' TO REMAIN — — — I x R OR x Ri EA15T TEL. 13K BKO. O R L ® —� ® I � m R K I R 1 ! i Q; � v W M`t R OR x. cLoc.K ; R I R U 3 X R XF C) F-+- I Q 4� 1 , x �--� U (3%N ExF+. FAN R R RLOCK X F1\1 I �XH N X X A4 DUCT WEKER R R EA. R O O lox w ISI - U 3 I R � R r - - - -- - - - - -- - - X IZ i xl R R R E I I I - hm 0 R 1 I R I R,00 P, � x I IN ExiST INS CONDUIT5 L-IHICH kRE7) I O X X ?.ErIAIN ALL. WIP-,I Ny PSE.SHALL - R RE Md�IED AND REPLACED W ITN NEW_ ` _ © R L R UNLET NOTED 07HERI.,115E WHEEZE `r - ► WIRING D E\4/I CE S A IZE 5 HO I,. N A5 0 RSR - - - - aC1571NG TO REMAIN .THE < ` = o R K R o CONTRACTOR SHALL- REMOVE T-HE ~_ ; R R R ° EXISTIN t41RiNcj DC- /ICE AND - < G 00 F,EPL,AGE IT IN T H E EX►ST► N 50A c < O O HITH A NEW 1..1Ir�1Nc-� DEVICE, � � W X - OR O ® C�--T-1 [— Q IY, 'nz W v < O 4a xx x a. Q O I x x x O O & MEOHI\NIOAL K LOTRIp/ L I �iCON84JLTINO ,I ENGINEERS 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 91006 ,!I TEL:818-930-1383•FAX:818-93D-1385 I� CITY OF RANQ40 CUCAMONGA „I APPROVED BY: FAMAMEMNED K: CITY ENGINEER RCE: `r ELECTRICAL DEMOLITION PLAN ELECTRIC-A.L. DEMOLITION PLAN SU§MW10N "'M QBulletin No. 6 21121W PrAkw amw IN WE fr WE of O o "°. REVISION DESCRIPTION �, c" E--22 � W ARCy�T C� G11446 See Bulletin' No. 4 and 6 for Lighting Revisions in Rm. 101. ,,y. R— OF C OC Q(TY -�1 SHEET NOT•E5. E I i2� 1Oo` 126 10 11 N L11 IN D I GATE5 NIC-;HT LIGHT (7-f F ICAI_). ;08 NO 95091 I (TYP 10) Q NOT L15 ED_ Se t. 11 19 i 15 ,n;r P 96 4 5 4 s g L I 03 MOUNT 51,.117cHE5 IN =x1571NCa PECE55ED 1130X. REU5E �XI�TI NG C0N DU IT5 UP TO CEILING, SPACE . E SAY- CONDUITS TO APPROPRIATE PANEL .P�;-De NEW . E►`+�►R��+y K lam 11x 5 4 3b 3b � b 3b iTT f Z� i�b loa 12b I SWPSA T E- II II T T N � ; O ® EX151ING PANEL-_ A Td REMAIN- -�-- �(TYP 7� I _ �'./ I I 11 N f ANLL A� l� REMAIN. jut rm J 2� - z ® r 10 U INT ST RI-P LIC-I I-�T5 I N TOr` O F CAR I N C P,P � �. ET, I N ATS LOC�Q 110 N G` b - �- IOa Izb �cQ h:TH ARCH , ) EST PRIOR To KoI c:;, ,j 1G(T-yF>q) ®r- -E— INZ)jC_A7F-- 6 —32 a Ccb 1c. \ ExIS � INC-q CONDUIT Ta REMAIN. REMOvE E--� �k, 3b' EX INTI N CO DUCTO G7 ( � � ��� , �TY�' � 1a ; L 12� � R� �- I N � �A L L N E hJ AS S HO LJ N_ GAS) I I cG cF�T Ex 15 ► N '- 'T NOTA �� J - I N I ' INTER i �O O . �. I 130X . I ;, A ESSIBL_ CEILING SPACE, EX ND NEW CONDUIT I t to AA-2, n G x \ I 1 a C j 1 a 1 Z 10." 1' 3� � 12 � i2 I AS �Ho LN IN _ U � ' 2 r I• _2 �-� 9 LIGE I CONTROL PANEL LG . it h-I _2 5, 25,2'i � IZ B O � P P 5EE DETAIL 1''IDUN � PANEL- N 2 D, l lot 3 - FLU5F1 0 A 13 la (1YP 5� _2 rl - — - I O a f _ .� �. 25 2 U Ll T � ''A ,&," _ I 4 m A 5,27III, JAa.-1oIz 7 _; � RO E HON _ fLJN To PANELVIATHE LIGHTING CONTROL. • ''" ANAL LC_ SE L- E I Z O� E s � � . � �� � I S � � I' 11 E DETAI O < ofill fill i A.='/ ' �; 1 NL lc,- GFEE -� I 3 C>?c —i •. I 10. Oa II II 11 ROVIDE 8x8 x�l- . UNCTION SOX IN ACCESSIgLZ CEL. IN \1 E �6L I ®CTY P la) .-- -4- -DA I.I AREA Q - I AO 1 �� I Y I A (TY P ) '5 PAC:C. IZb � 3c 3cJill A L_I- W I TC H %5 IN AGT I V I {ZOO 1`15 ALL. E E 2 1 12b i ' t--I KEY Gj� ITCH�S Q• r ?' ! C (TYF'ly) 1a Iib low. 126 Imo- 12 l _ 3 b (S) 5/41 C-4# IOEA. 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E�c,�GT (W IM040 CUCAMONGIA APPROVED BY: FAoowE11141om rr: CITY ENGINEER l-I G H i I N ,-- PLAN N RCE: SCAB : I/�" = -a ® Bulletin Bulletin No. 6 �,z», L I G H T I N G P L.A N "�"°" SHIM 1' I QI A.pOENDuM $k �k, NOW >m E By DATE ear WE c► � c IA REVISION DESCRIPTIONL DomMyNo. W e�ow[r�t wPOaw E 3 'C Q V J ARC,S,�� ' SHEET NOTF 5-- * C-11446 Ex151 INC51 LJNDEFGROUND CONDI-JIT, PULL NEI-4 ,1+ • CONDUCTOK5 T-O ALL OIJTLEr5 ON THE CIKC-U I75 l9� A i ED OF CA INDIC .� 44 (Z)j fa;, coC-o pi IT5 j p 7 21 2-3 ( Gal`'I�co � �. 95091 I ;JE NU 3 STUB rEI-CPHONE CONDUITS UP TD A�GE551 5LE t. 11 1996 Se o :ATE P I 19 7 GEILING� SPACC. ® SAW CUT FLOOR T"O INSTALL. NEW CONDUITS, }' ' ¢ L ► 23 Y q,,- S ROU iiE CoNDIJITS INSIDE G,�SE WoR}G, CAORDINAT'E L JIT 4 I I �.Rc.ff IZI O 2 T-0 rz0 u H - i GOo RD I N A C xAcT LOCA-FI O N OF STU 6 - UPS IN G,gSE W O 2 K P K IO R TZ:) � F IZo GH N, 23� F1 - �- Alt, t44 i I ® SA I•� C U�` I-Loo R T-0 I N T'E RCE+�T EX I S T I NCS U N D E R�R-OU ND 18 I 21 CON J U IT 4, EXT�E N D TO N E1.J I.J,4 LL AN D I� P 70 RECE PTAGL.E ` F ACNE COU N I F}Z A•S SNOyJN _ PULL NEW CONDUCTORS F r ALL O Up TOU T'L ETS �.S S I-,�O W N O �Co l0 +4 \ a�F �rs� - -:, -� ,•-, EX15 i I N _� UNDEIZG�IZOUND COND�lIT5. PULL NEW C X 15T. MAIN } a 21 ! 1-04zc S W ITCH L3op.CzD L 8- I I + I I8 { / L.. __.r _F ► Ir ----r- U ON . I N SPRINK. '? r -I � ,; I I , I 113 SAw GUI FLOOR 4 ,INT-ERCEPT ExI1:�)7INCI LJNDERGROUND UP4 � Go N TROL L F_R 7 A-2 9- (.0 21 GO N D U I Tz�?. 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UP TO GEIUWG SPACE . - J J - • 3 F 23 REPL�E �X ESTI NG 12PcEP"Aci...C' w I TH N EI.•1 20A SU fZGE cn �- > < 7 T I SUPPR" DJP��X IccEpTi"�GL_� �1-}UE;� 53too 15) . < f 22 24 sLJR�i°�GC r1ojo', D^-r^ cd,%es (T`01 tet) • P P V 20 t 1 w Q o0 __ - -4- O _. _ 25 I5� 125 v (�PL aX I EPT.�ca�>✓ �I.1 EMp 5-15 fZ� 7YPI�I- a. = o < P _ - --- - — -• (0 �Tt✓aT5 IIJ T -GPHo�iE d " -_..._' AFP 1 -''�1 �(z- C ) Irl, M r� C. +12 3 I \ 2C� � - ..; _.__,_.4 _._. .._.__ .Y _ --- _. ?l0 3/q-"c.o. To T'�1.. �M . ���I I=Y E�C T 'r G�'I I N�TI ar-► U - � W LL WITH PU t..L LI W 6 'To N P TELPPHONS O Pp I►J �= ' I o W 39 rj20VI DE PLJ�X(�) Com,X 3 F f�-3`j I; IF MoI-E 'THAN (3) 'I0i3GaJb5 1AIzE ReQLJIRrD, 27 }o V.14-61 P}4,5E ELG-X:Z,TRoSTATIo SHIE.LDI�D "MINI �, c P Gov C<0 i 7E W/ i PoNs-R- ZOO E W I rH 00) 1 - P01-E ��5 . AFE 7MP��, Io541oFI5.MoUNrXFMRoN WALL^T HEIGHT ply+ v Q Q a Q co cz F �' �' 39 f3Y oWl•��R , 5E� le E 'ro MP.�oN 12Y I,J�I-lam WITH �XPP►NS IoiJ I 39 �T� — — — — — — — — -�q 24 — — �T� — 39 Tax;,, ren �-�n 1r1�•TG� PIPE NSUL1AN1 -" ® 6, rNEsr,-T /21c, I it 8 coo p To EX 16 , 00 I Lx S&K MEOHINIO/►L � ELEOTfiOIL 'i CON BIJLTINO ; 2 ► I IJTER�PT E X�STI�IC> 21' I`'1A I►� TF.Lrc PH�1E S�R�IG+E GoNDLJ I ENG 1 N E E R S �. �1..� 2�'�'PT��il�l i� �I �H I N CO �'r• �' � I�•J I"ti'I �I G�r.) x " X j,�'' �((j' �I.L.Py'�)C 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 91006 ; TEL:818-930-1383•FAX:818-930-13M s I rJ K -To(��( o}z o TK-+ R w•�T C .. - SOU RcE �HAU.- }3f✓ �F I . I i M OF RANCHO CUCAMONGIA '. APPROVED BY: REWr: CITY ENGINEE i�WI� R AND 51� NAL PLAN RCE' 14953 PC EP, AND SIGNAL PLAN wrEcrow *w of 0 Bulletin No. 6 2/12/97 M10 `'T '"W Br I WE BY WE or ' - 0 REVISION DESCRIPTION DEIM CRY oR�nNG 110' E-4 * -- L1 Y ��SED AACy��t`` * 011446 M LOCATION _. VOLTAGE I � -14.. �w PANEL._._.. It._-_ _.___ TOP FEED E, SURFACE MTG.C� REN.__- BUS MAIN BREAKER G ---AF. A_T. ��X15TI I�Ic'� BOTTOM REMARKS FEED • FLUSH MTG. ■ �f,,"C LUGS ONLY +• O OF�p�\E� MAIN SW1 � Ms 1 - _ 27'7 �t8ay C C j C Oki VOLT-AMPS j DESCRIPTION DESCRIPTION _-�_. C ,--' .� r• T i K -�. -- _ ..� ' �' A k M B T I A B C T C L I R M ' L A 1--_-;- C--� =P tet l"►'.Ll. - . VOLT-AMPS OUTLETS 50A 5oA I25A `; i R _ r_ 1_ _�i o --- - -- - - 3 4.?Q - -- �� . - 11 L. 5091 -5 p IJ3 NO - �_ -' - --- JOB Sept. 11 1996 . ate _ i � �_ TATE P , , ----� of��r IQ i_ _ - - E . bs�� tr__ Q , .r --- - - - - - S . 4 ,..�x15T I H _ - ,6 _ --- - -- �ZG. �xls __ � _♦ s 900 T-3/4G. 1Tc.t; N- -- --' - I } - �- -; �2�` teRK a- F uEW 3 1 NI=w b Q>=r -Tolt _ Br�.2 1 -t- - 2 t - �� _ --- 3 I ��lOr - � ��� - - moo ' �.� -- --. X26 � (Y Y 1 EXIT r-�1G111S - - -p0 1� 3C - _ -- -+- ---- i I'IL 3#6 Pt�►RE _— T2 - ___ 3, — , - ;-. 37 _t ,It _ - +� 4 - ------ W-1 - -- -- --- — -- 0 -- Z ,1-I �C�PL6O9- R-M.�rJ,{�i�l� I Zf t.0� 1_y� ---41 12' - - SUE-TOTALS _ T I L F t'^ n ?6TH--S �ir ----- '�'Js�a/� - -3� _ -- - ---- MAX _y�� - AMPS , Jam+ NE TC) ....._.__ ._- •GAO _ f�0 vA; CONN. LINE CONN. PHASE TOTAL: A -B --C -�L-' CONN• PANEL TOTAL �Q • (KVA) PANEL TOTAL . + LC.L. (.25j— --' --KVA: BALANCED CURRENT_.6&-AMPS. DESIGN LOAD KVA Z W .0 I LL G/Q'5 ARE Iwxl5r 11-a-0• OA U � ® PROVi Dr- U EVV 4/6P HATCH SX15r- ►�/� UP4 I� SING LC LINE ,DI A.G �AM NTS O q� LOCATION -- • VOLTAGE 4� �• 4w ct PANEL� _ •-� l I BUS AMPS TOP FEED D SURFACE M7G. _: V FLUSH MDU NT' PANEL Co MAIN BREAKER G -A F. A.T. © REMA FEED O FLUSH MTC. • U = U ENGRANIED REMARKSW 1�1I- I IS Ga NTRDL PARI [JEEP MAX• P,6\/1 DELUGS oNLYo rl 140s1,.1 rT�H�D FI XTu RES A E L�g� I"1bUl`In►'� FINL15 INSIDE DESCRIPTION C I BUSc C �` B C pESCR:PTION T5 C TLE TS V�OL.T-AMPS- AA.- AN t✓L- C-0fZ (ZELAYS AND - . - -- A voLT-DAMPS C °i'R E'M yI C 1 K � B C 1, T ; __ _ ` :�µ�L--r t, � B C --- © 3 C� _ T _ - - 2 z► - «sir= .t�,nT t ►--� O Not;TH U �- A TARS Mo - - _ - O8 � u N7' ME _ To ,,5L4 jTG!-IED F 3 - � �-.-.i�� 5 � _,ice �� t G 1 _—�. FIXTURES O Q Q G L��IL I I�1 PANEL. 1'. _i -- ----.�.l• r°I -- o - �Z -A:� -7 (�a l? 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Dov►DE NEW G/6 Ta M,�TG I-} EXIST r_4-1 Q U I _� TD EXT�,KIOR ��� IT 1=1X77-.11�ES 2Q GONTRQI, iZELA`� �TYP,� © ALL LIGHTING-, GIR�.111ts SNALt._ r3� coN�u.ED By 1-�� ' • o- ® �EGH A N(GALL`( HELD U G HTI Nle Go N'1-,aLT'OR I�l IT1-� ,41,1X,1 LI l'`R`� - t ^' LU �' U G2 AP�`-5 Q C5-I x=F U T F Ik111 ID'S I TO FY,T=.QIDI2 Tl 5W ITG MOUNT'NT ON PANEL �VF(�. CTYPJ, }_ ® p-2 �ou� 13'f PASS M1=R N M CO c ` Q dzwc I 5 {'I LGT Ll G NT. HO u NT 4 N PAN P-L �\/E K . �T1f���o N N T TH R�u�+� �. - Y o , G 3 GoN TAGQ-Ot?. {Z3-2 Gl�_I j TO E�I ST• LAK , L�f L 1G�1- P�uXI LIP�R`( �O NTAGT' IN L1 G l�Tl NCS - r=I XTtIRE W 14IGH HAAVE E ME1 I✓ a o d O O ® KUN A,ID.P rrI,0NAL- 140T �«�G Td LI G 47 W v -------------------------- J x ,4 A -'�I I3�'•T�1�`! PACKS b k ARE N I Gj E-1T LIC-4 1-475. ~ LL o o G�o�?--� 1-0 EXIST P�lu WCq lam' Li Mo �� ON 1�F AND R.D L1TIC 1/2116_� �2 DO 1.,1N °� 3 0 TL 3 -- TO f HDT0 4r--LL O N R� U w = �� -�- TLJF� Wro�T 1 Z W v d ISLE• P1zo� T i�AN.D-d FF-A 1170 :b W ITG N. MoLl NT I N PAN EL- GCN �2, a, Q a (-'ONSLLTANI S&K ME7E.-F IOAL ELENTINO ' ENQINEERS u�2' 310 EAST FOOTHILL BLVD.,SUITE 100 I I— �- ARCADIA, CALIFORNIA 91008 TEL:818-930-1383•FAX:818-930-1385 G5 , Izsa 3 TI-+I� DIAGRAM I-5 INTENDED TO �ON�/Ef CITY OF RANCHO CUCAMONGA 1144 D�l�a N INmWT d'N L_`f FOR LICAHT IONTpa, ;r APPROM BY: - �°-► �, USM IT Go M pLT I-f0�' DRP,W I NG Poll t1-P, CITY ENGINEER RCE: au�ocTaN sr�t R:o-Z SINGLE LINA DIAGAN'l ,SNA PANELhL1`ES —°F — PRo= »air 3 Bulletin No. 6 "�� cw BY oAtE et,r oIATE DRA1MNc No. N.T_�, 1 0 REIMS{ON DESCRIPTION oma+ an E-5 ' G H TI N G C.0 N TRO L YEL E M EtJ TA P,**f D I ACS �A1�I A y - _ I ARCy�r , v WA V FIXTURE SCHEDULE PLUMBING LEGEND G11446 BRANCH CONNECTION SYMBOL ABBREV DESCRIPTION M ! FILL ANNULAR SPACE BETWEEN SYMBOL FIXTURE DESCRIPTION7 '-- PIPE AND WALLBOARD WITH WASTE TRAP VENT COLD HOT W WASTE BELOW FLOOR OR GRADE �OFCA`��p� j APPROVED FIRE RESISTANT CAULK. 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 s _ FLOOR MOUNTED, FLUSH VALVE, 1.8 GPF V VENT LINE WC-2 WATER CLOSET 4" INT 2" 1 1/2 ADA COMPUANCE JOB NO 95091 SD SD STORM DRAIN ABOVE FLOOR I I U-1 URINAL 2" INT 1 1/2' 1" - WALL HUNG,1.0 qpf FLUSH VALVE SATE Sept. 11, 1996 OD OD OVERFLOW DRAIN ABOVE FLOOR e - qqm U-2 URINAL 2" INT 1 1/2' 1" _ WALL HUNG, FLUSH VALVE, - CW COLD WATER OI?P" ` ADA COMPLIANCE ,. L-1 LAVATORY 2" 1 % "X 1 j 1 1/22 1/20 1/2" WALL HUNG -- HW HOT WATER (120'F) PIPE 4 2 ' HWR HOT WATER RETURN L-2 LAVATORY 2" 14"X 1 % 1 1/2" 1/2" 1/2" WALL HUNG L GYPSUM WALLBOARD 4 2 ADA COMPLIANCE G G FUEL GAS - $"W.C. Qr j i S-1 SINK 2" 1 1/2' 1 1/2' 3/4" 3/4" ADA COMPLIANCE D D DRAIN DUAL HEIGHT, WALL MOUNTED ELECTRIC CD CD CONDENSATE DRAIN DF-1 DRINKING FOUNTAIN 22f 1-1/2" 1-1/2- 1/2" - WATER COOLER FOR ADA COMPLIANCE O ! IW IW INDIRECT WASTE FD-1 FLOOR DRAIN 2" 2" 1 1/2" �/2" - TOILET RMS, 1. PIPE PENETRATION THROUGH FIRE WITH TRAP PRIMER CONNECTION DIRECTION OF FLOW IN LINE rT1 .,RATED WALLS SHALL BE SEALED w � f-IN COMPLIANCE WITH U.L. BUILDING HB-1 HOSE BIBS - - - 3/4" - WALL TYPE WITH VACUUM BREAKER POC POINT OF CONNECTION U ^ MATERIAL DIRECTORY SYSTEMS W_1001, WA_1002, WL1003, WL5001. EXIST EXISTING PIPING (GW, HW, ETC) 4R BY OTHERS U �� " " E WL5002. CAJ1001. CAJ7001. AS APPLICABLE SS-1 SERVICE SINK 3 3 2 3/4" 3/4" CORNER TYPE, FLOOR MOUNTED ��••II W11_1001 SHOWN. TP TP TRAP PRIMER PIPE �..� Uro CAP OR PLUG pi �5 r �T9�T1ON fi ru R:?15 Izx�n VOA"_ T��� �� 1 , FCO FLOOR CLEANOUT ABBREVIATIONS _ EXTERIOR II-0 II--- WCO/CO WALL CLEANOUT/CLEANOUT Ct BASEMENT WALL FIXTURE LOAD SCHEDULE COYB CLEANOUT IN YARDBOX U = U FIXTURE QTY FIXTURE UNITS 1ti DIAMETER * WASTE COLD WATER HOT WATER AND Z J„ • • WATER STOP AND V� • • - O ANCHOR COLLAR N TOTAL C+ TOTAL a AT --0�- ---�— SOV SHUT OFF VALVE �••� ---------- AC AIR------------------------------------------------------- ' p • ABV ABOVE CONDITIONER - GC GAS COCK O i •a — — ADA AMERICANS WITH DISABILITY ACT U U • ,.f NC(FV) 7 6 42 10 70 _ AFF ABOVE FINISHED FLOOR r--I U 2 2 4 5 10 - BEL BELOW CV CHECK VALVE i--I LAV 5 1 5 2 10 1. 5 7 . 5 4 CLO CEILING SS 1 3 3 4 4 3. 0 3.0 CONN CONNECT OR CONNECTION RPBFP REDUCED PRESSURE BACKFLOW PREVENTER O `V "LINK-SEAL" TYPE S 4 2 8 7 a 1 .5 6 .0 CONT CONTINUED OR CONTINUATION WALL SLEEVE DF 1 1 1 2 2 - - DET DETAIL - • 2" FD 4 2 8 - - - - DN DOWN --'� H8 HOSE BIBB (� MODEL WS � ELEV ELEVATION -------------------------------------------------------- EQUIP EQUIPMENT {F] RHB RECESSED HOSE BIBB TOTAL 104 16 5 EXIST EXISTING FIN FINISHI�1 _ FLR FLOOR to tBV , BALL VALVE TOTAL" WASTE: 71 FU - 4�� MAIN. U `V FR FROM d TOTAL CW: 10 4 FU(FV) = 66 GPM. ,, = 2" MAIN FU FIXTURE UNIT(S) (CODE) 4 WHA WATER HAMMER ARRESTOR 1 OPF GALLONS PER FLUSH 1;D _ - �� GR GRADE OR GROUND —� VALVE COCK IN RISE ROP TOTAL HW: 16 . 5 FU = 13 GPM 1 MAIN. HDR HEADER / I.E. IN'V i ELEVATION PRODUCT PIPE DEVELOPED RUN = 160 ' X 1 . 25 = 200 ' . (FROM PRV) MAX MAXIMUM RVP RELIEF VALVE - PRESSURE MIN MINIMUM STREET PRESSURE AVAILABLE =1000 MAX - 950 MIN PER CITY OF RANCHO NC NORMALLY CLOSED - AV ANGLE VALVE (GLOBE) ►— ,n o NO NORMALLY OPEN-ALL VAVLES ARE < 0 "LINK-SEAL" TYPE CUCAMONGA. " " " " SEAL, MODEL LS (7PEN UNLESS SHOWN N.C. «,••, EXIST. PRV @ BUILDING SET @ 60# @ OUTLET. OD OUTSIDE DIAMETER -�' v-- PRV PRESSURE REGULATING VALVE r` PRESS PRESSURE Q U A ,..• • • • .• PRESSURE LOSSES • PSI POUNDS PER SQUARE INCH (GAUGE) —�7� --}— SC STOP COCK °• PVB PRESSURE TYPE VACUUM BREAKER _ Q • .' � ,•,,, w • 1. 4" QUAN QUANTITY METER @ 66 GPM = N .A. U UNION RI&C ROUGH IN AND CONNECT U Q 2 . STATIC PRESSURE = 5 ' 2# SHT SHEET W M TEMP TEMPERATURE FLG FLANGE U) > a THRU THROUGH I 3 . RESIDUAL (FV-WC) 25# TR THRU ROOF _ Q a Z Q N�,l, T� TYP TYPICAL STRAINER - Y 0 0 0 �C n 4 . PRV, 60 PSI @ DISCH. -_-0#-- VB VACUUM BREAKER Q PG' PRESSURE GAUGE W COCK o 0 VTR VENT THRU ROOF W/ COCK LOSSES : 27# W/ WITH p" = O Q P Q ------- YB YARD BOX Q T THERMOMETER W PRESSURE AVAILABLE FOR FRICTION : U ---------- 60 - 27 = 33# X100/200 16 . 5 #/100 ' _T3: 0 ---------- w = PIPE SIZES BASED ON MAXIMUM 5 . 40/100 ' & 8 FPS VELOCITY . »'s. � Lv o� U ------------------------------------------------------ PIPE SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" w v Q ---------------------------------------------------------------- 0.. Q cock FU(FV) - - - 7 25 163 - - -- -- -- -- FU(FT) 2 8 20 40 79 289 WATER HEATER SPECIFICATIONS ----------------------------------------------------------------- CON ULTANI WH-1 WATER HEATER: GAS FIRED LOCHINVAR MODEL ETN050, 50 GALLONS CAPACITY, NATURAL GAS INPUT OF 40,000 BTU, 76% RECOVERY S K GONBULTINO GAS LOAD SCHEDULE EFFICIENCY, CAPABLE OF 36.8 GPH AT 100' RISE, FIVE (5) YEAR ENGINEERS EQUIPMENT QTY CFH REMARKS WARRANTY. 310 EAST FOOTHILL BLVD.,SUITE 100 @ Total TEL: CALIFORNIA 91006 :818-930-1383•FAX:818-930-1385 Water heater 1 42 40 AH Unit 1 500 400--- 00 ---0 0--- CITY OF RANCHO CUCAMON" Total 440 CFH REC0111tENOm BY: ----''-- APPROVED BY: , Developed run 56 ' x 1 . 2 = 67 . 5 ' CITY ENGINEER CE: - suesocnoN sr�r Per UPC Table 12-3, Pipe size Schedule : ABBREVIATIONS, DAQ of pipe------��2„-----3�4��------ „------- -�/4N--------1-1�2n-------2N- SYMBOLS AND PRDJE�.'T >slIEET size LEGENDS of -------------------------------------------------------------------- CFH " col 127 239 490 734 1413 I o GNAWING No. --------------------------------------------------------------------- 0 REVISION DESCRIPTION DOW C" p orowF�le APMWMm I . CC)PRSI i STA 5�p ARCy, I 9 �1 *. G11446 Fes._ o t . OF Cp1.��0 - _ -� - 4FF - E P r =1 10 ---T ssosl 21�FD -I � I,I 2 FD-I . k A Sept. 11, 1996 ' ■ 'K- '0000 - w q i I 1 1 J o. S t _2 I C� SII z I al, i I s ; I 12 " c uwj ( w u WCO r 1 < � ^ � w -1 ----,. Is I 01(o o I - • 1 ; � 76� 17 18 ►--� V � � rro(e) ti ILII 111 - —E a ct Sri �, 1 1" �" _ � -- ,' �" �L_�,I r �'�i 2'1 _; �. � �11 (-(E��+GO �J— If I%211 _ _ - wz =ct u .W L�1 , z ro '71 ¢ 211 ,� I FGo O 1 ` • I .00 I -i .�`• f .. p -I 5-I U � U Ct �i12 WG•2 f �------ _PA\RT 11\L PLAN V* -w I '-01' < , "` • --- — — , I PLUMBING NOTES: EXISTING PRV STATION. THORWGit_r'CL[1alV,REf'LAC.E SF�LS, 15 1 1/2"V RISE; 2"W DOWN; 112"H &CW IN WALL;W.C.O. W P TRIM, GAlJGFS FTC AND RES70RF 1-O f4tOPFR WORKING 16. 3/4 H &CW DROP; i I t2 V IN WAI_1_; 2 W DOWN. W H < I , 17. 3/4" H &CW C: 20P; I I/2"V RISE; 2"W CX�1NN. "" v CONDITIONS.l ION S. r . I8 1 " H &CW AND 1 1/2"VIN WALL; 2"WDOWN. Mc t 2. EXISTING ?_"CW RISE. R 19. CONNECT TO DXISTING 2 1/2"V ABOVE. �' � I I 3. REMOVE EXIS i ING I IX LJKF. REMOVE. IIIING RACK T O WALL.. � --- --- -� ( AND CAP. 20. 3/4" 1-1 &CW DROP; 2"V RISE; 3"W DOWN. < < Z I \� 21 . CONNFCT 3/4" H &CW 1-0 EXIS I I"ABOVF. I-- - Y o o 4. RE(`1C�VE EXISTING FIXTURE. MODIFY F�CIS1 ING Rc�tJC;{ I IN 10 22. 3/4" H &CW DROP; 1 1/2"V RISC-; )"W DOWN;W.C.U. < ^ L/ _ _ _ I K-C:EIVE NEIN FIX1 URE,AS REQUIRED. °' o 5. EXISTING 3/4"H &CIN DROP. 23. COORDINATE WITH GAS CO.REPLACE EXIST ING ME1 ER WI 11--1 Q, _ O < o 0 - - - - - - - - - - Q - NEW F-OR.AJ�CFH. � :hleW I %� MAIN WITH GAS W v ------- 6. INSTALL_NEW!-TXIURE.CC�VNECT 1 O EXIST ING R<1�JG1 I-IN IN � '�N �4 � THE WALUL ORADNF-W ROG UH-IN AS RE(-)UIF2F(.). COCK. _ v 7. CONNFCT ANI) EXI FND Al)FQUAI I SITFI-) CW, I IW, W & V 24. REMOVE EXISTING PIPING BEYOND FOR REMOVAL OF EXISTING U 2 o PIPING f ROM EXISI ING PIPING I() NF W FIX kku,S. AIRHANDLING UNfT. EXTEND AND RECONNECT TO NEW AH w 3 = s 8. 3/4"H &CW 1 1/2"VAND 2"W IN WALT_..W.C.O. UNIT.VERIFY LOCATIONS IN FIELD. Y• M 9. REMOVE EXISTING FLOOR DRAIN. 25. JN G CROP. CONNECT TO A11 UNIT WI1 H GAS COCK. F- o 01) z z 10. 112"CW DOWN THROUGH TRAP-PRIMER TO Ft-(-)(,)R DRAINS, VERJFY LOCATIONS IN FIELD. w Q < 11. RE_MCA/E FIXTURE,11OUGH IN AND PIPING COMPLET F. PE-MOVE 26. CONNECT 3/4" H & CIN, 11/2" V, AND 2" WTO EXISTING a, < w Ck f I PIPING TO ABOVE CEILING OR BELOW FLCX)R AS APPI..ICABt_E.. PIPING. 12. CONNECT T U EXIS1 ING WASTE PIPING BEC.CX"V 1-1,0011 . 127. REMO%k&REROUTE DOST ING CW, H1N AND fiWR PIPING OUT I 13. CONNECT TO EXISTING VEN 1 AHC)VE. OF CONFLICT WITH NEW SKY i_IGf 1 T AREA. ONSLUANI 14. CONNECT 1"H &CW PIPING 10 EXIST ING ABOVE. 213 �JVO/ N 00 CTTo ESC)STT' �O CA "ro \N14-1-� -_ / MEOHANtOAL S&K ISLEOTii tOAt OON®t.1LTtNQ _ - - _ ENGINEERS 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 91006 TEL:818. 1383•FAX:818430-1395 GENERA-NOTES- t. ALL PLUMBING MODIFICATION REQUIRED BELOW C" OF RIANCH0 CUCAMONCA FLCOR SI-TALL BE DONE 8Y SAW CUTTING TSF =. I,GOR APPROVED BY: ONLY.THE FLOOR THEN BE' PATCHED BACK TO MATCH CITY ENGINEER� RCE: �M t EXISTING. amwmw mm 2. ALL DEMOLITION OF WALL. AND CEILING REQUIRED FORMOOIFIC-�TION OF PLUMBING SHALL BE PATC-iECPLUMBING PLAN °f BACK TO MATCHEXIs i ING. Mom= s>w or K QAiE K DACE RESM DESCRFT ORAIIMNG N4 DEMON CITY P—rf DION�iJt IM*I1011t>D G ........... 1 V BENCHMARK ELEV: 1389.28 No. A-219 CHISELED SQUARE ON SOUTH RETURN ��SE0 ARC,�,�T� S.W. CORNER OF LION ST. do BASELINE ROAD F LUvy I „ v AC PVMNT U II CC CURB G11446 2 — FLOWLINE PPCCCPCURB 1 II ff, R• Ac PVMNT z 3'x31 /C PVMNT 1 7.5' 12' 1 I M LSC. PCC ' �F PCC CURB �' N LOCATE PER IRRIGATION PLAN ,4' I I PCC S�W � ,+ ELEC VAULT CONSTRUCTION NOTES 5 a 95091 1 -1/2 WM �— SAWCUT AND REMOVE JOB NO - /�� � - -l - - - -_ - - - - - - IIIGN ` - T _ 3� RELOCIT (R . PLMOR NLOCATION) DATE Sept. 1 11996(NP) PCC SW RA � 4 EXSM TREE TO BE REMOVED To SAIMFACTION OF THE CnrS INSPECTOR 7 Q DRAWN CSBL) -- t 5 - CLEAR MGUB Q � - - _ 1 r 7 IVY — 5 PCC SW (,� PROTECT IN PLACE a_ 2 — IVY T / / 2 BUSHES 85 8• PCCCURBAND SID ALK CC I W �--� AC V 3 PCC rv�LK I Z I / 1 445' � ��T - -" MULT TNK TREQ � ��� BP z — \ PROTECT IN PLACEMPCCPAD WMISC. PCC LIONS EASTAC PVMNT •'G / I � `. OCK PCC CURBLLJ6 �� j ; i I / 2 � h Q ' /� / z 6 `/ III 2Z m K WALLS V GA F711 • 2 ILII U c3- O 1 V PCC WALKS cif Li a I 5 `�`QGG II II - U �, 2 Pcc WALK 2 2 `� �p \EDGE \ II zU HED71111117 I HEDGE IUB �j 1\ II AC PVMNT2 //i / 6 PCC CURB 1 I \��R�C.� I� — I \ /' Q�� 115 � = -'/k7 41 . / O IRR. VALVE do BOX GRASS `� �� o ,� ° s '� \ LEGEND. o — FLO— ESC S\ — / \ 6 Ac PVM T N 1 A 1 ® REMOVE ASPHALT CONCRETE PCc RB SLI r MH -�� - - - - �^��' OSIGN / - -- - - - - - -,`ems- - J- = - -- - - - - - - - - _ - - -�- - _ - - -^�- = / i I SHEET INDEX ` 10— ca no SHEET #1 DESCRIPTION O W Cl CLEARING, GRUBBING, AND REMOVAL PLAN - PHASE 1 4c I-' w � C2 PRECISE GRADING PLAN - PHASE i - C3 CONSTRUCTION PLAN - PHASE 1 cn < >77 C4 DETAIL SHEET - CML - PHASE 1 t o e C5 DETAIL SHEET - CML - PHASE 1 _ o Y...., L1 LANDSCAPE PLAN - PHASE 1 a < <O w w L2 IRRIGATION PLAN - PHASE t = "" v L3 DETAIL PLAN - LANDSCAPE - PHASE 1 ' W L4 DETAIL PLAN - LANDSCAPE - PHASE 1 _ w o; w = � va ~ zn w < CONSULTANT CITY OF RANCHO CUCAMONGA APPROVED BY �°00Vi1D� W. CITY ENGINEER RCE 24953 beff CLEARING, GRUBBING, AND REMOVAL PLAN FOR THE 1 > r LIONS EAST COMMUNITY CENTER D °O F IMPROVEMENT PROJECT PrAml SIMI OF y LOCATED AT THE SOUTHEAST CORNER pmwq Nm REVISION DESCRIPTION OEM wain APPFAM OF LION STREET AND BASELINE ROA( 0 1 V I BENCHMARK ELEV: 1389.28 No. A-219 CHISELED SQUARE ON SOUTH RETURN �gEp ARCy,� S.W. CORNER OF LION ST. do BASELINE ROAD `V�i Q�� �`0 �I CONSTRUCTION NOTES � APPLY FINISH (STUCCO ETC.) PER ARCH. PLANS 1& *WALL 60 PVC DRAIN PIPE *, 011446 TO FILL IN MISSING STUCCO ti��G 2 ADJUST TO GRADE � DO TO GRADE CHANGES �`' �`JJ — _� _ _ = T — �-- — — I �3 — INSTALL BROOKS PRODUCTS CONCRETE CATCH BASIN #C8-1212 W/ GALV. FRAME AND f 1 , Q, - — — — a — __ �- — -t` 6L PARKWAY GRATE. MOTAR KNOCKOUT CONNECTIONS WITH M DUN PIPE. 7j�.OF Cp`\FO��� - — — -- . . - - D-D 8 \ I �r SOILS GENERAL NOTES • \ \ • ° • ° • ' ° • ° • • ' ° ` a4\, \ �I I ' < i. ALL WORK SHOWN HEREON SHALL BE DONE I N ACCORDANCE WI TH THE CI TY OF JOB NO 95091 ' \ w 1 I Q RANCHO CUCAMONGA STANDARDS AND SPECI FI CATI DNS AND CHAPTER 70 OF THE • ,. �' v ••• �� — �, \ N 1 1 I BUI LDI NG CODE, LATEST EDITION. DATE Sept. 11, 19% e_1515 °0 2. PRI OR TO START OF GRADI NG ALL EXISTING VEGETATION AND DEBRIS, INCLUDING • / / / I4 1 0000l I W EXI STING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS DRAWN CSB FI I I o oZ SHALL BE REMOVED FROM THE SITE TO THE SATI SFACTI ON OF THE SOILS ENGINEER. �, Y00. J 3. AFTER STRI PPI NG THE EXISTING DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED — / I 82 i NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF TSOILS ENGINEER. GRADE FL -H� �' I c, �/ W IE TO DRAIN �ti o4. THE EXPOSED SOILS SHALL THEN BE EVALUATED BY THE SOILS ENGINEER, AND ANY e I HIGH POINTS° l Q ' ADDI TI ONAL OVER-EXCAVATI ON SHALL THEN BE MADE I N ACCORDANCE WI TH THE SOI LS 8 GRADE FL LIONS EAST 82 > I I P m ENGI NEER S RECOMMENDATI ONS AND AS CONTAI NED I N THE SOI LS REPORT. C4 • 4 0 TO DRAIN FK #L18 3 t BBRROOUGHTOTODNEARLS SHALL BE SCARIFIED TO OPT MUM MOISTUREFCONTENTAANDNIMUM COMPACTEDHOF 6 TO AT IEASTS90% 1 e COMPACTED pRAetas SECTION wy" � COMPACTION. BASED ON THE ASTMD LABORATORY TEST METHOD. z � 1-01 e o � - I 6. COMPACTI ON SHALL BE OBTAI NED BY METHODS SPECI FI ED BY THE SOI LS ENGI NEER. • I Z C� o , .�° • � • • ° • / 1 �i � 7. IF ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING �` •' CONSTRUCTI ON, THEY SHALL BE I MMEDI ATELY BROUGHT TO THE ATTENTI ON OF THE — — I • / A-A _ 5' �o o SOI LS ENGI NEER AND ARCHI TECT PRI OR TO PROCEEDI NG. n • A �\ °,, 8� • a , GRADE FL . > �, r TO DRAIN S. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE 1P4 cd GRADING AND v BUI LDI NG CONSTRUCTI ON OPERATI ONS. aA 4 � 1 a: 1.01 l 1 ° 3 3 BROOKS #T12 & L28 I 9. DJJACENTVPROPERTYEATSALLLTIMES DURING CONSTRUCTION. PROTECTIVE O 11 = CA l SECTIONS t' I MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD H �• SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON .-"-� � I a PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. O G.) ct II 11 11 - ° / o W I 22 •FS I 10. PRIOR TO START OF ANY BUI LDI NG CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE V 43 o N o PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 80 1 CITY WITH CERTI FI CATI ONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT r \ 'v \ ' . N / �' I l� BUI LDI NG PAD SUBGRADES ARE WITHIN 0. 10 FOOT OF THE APPROVED PLANS AND THAT THE � ;4 Z U L / 1 I cz u V \ � ,y � 9 , a �� � / I I 11. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING }� • o° _ a1 _ / // I GRADING INSPECTOR TWO WORKING DAYS PRIOR TO THE START OF WORK. O 71;7' \ 0 1 \ 8 - _ _ - _ G+ I I I /// I 12. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE FOR OBSERVING AND TESTING BROOKS #L18 9 � / o o°° ( NIy/ UTILITY LI NE BACKFILL LL AND CERTIFY THAT PROPER COMPACTION HAS BE EN Q1 _ 3 OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE 1 %o OOKS-#LlZ BACKFILL INCLUDING, BUT NOT LI MI TED TO SEWERS MATER LINES, ELECTRI CAL /o / GAS AND LANDSCAPE IRRIGATION LINES. o // / Z C + o ° a o° / , II 13. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF a WORK I N ACCORDANCE WI TH SECTI ON 7014 OF THE INTI FORM BUI LDI NG CODE O �� '`fie �c i �� - - l 'C• l �� % I / / 14. CERTIFICATE OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUI LDI NG AND - ll SAFETY DI VI SI ON PRI OR TO FI NAL BUI LDI NG I NSPECTI ON. (BY THE GENERAL .+.037 _ �/ / / CONTRACTOR) - - - - _ - - - -- - _ - - - - - _ - _ - - - - - _ - - - IS AN 'AS-BUILT' GRADING PLAN AND CERTI FI CATION OF COMPLIANCE WITH SAID - O - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i � GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION / PROPOSED CONTOURS EXISTING CONTOURS PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FI NAL GRADING INSPECTION. PROPOSED CONTOUR� I I (BY THE GENERAL CONTRACTOR) 16. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 511 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM, t - 010 no 17. NO ELEVATIONS WILL BE CHANGED DURING GRADING FOR BALANCE OR ANY OTHER REASON - WI THOUT VRI TTEN APPROVAL OF THE BUI LDI NG OFFI CI AL AND CI VI L ENGI NEER OF t CJ RECORD. • 1 w=20' 18. ALL P. C. C. WATER CARRYI NG DEVI CES WI TH MI NI MUM SLOPES LESS THAN 0. 5% WILL BE WATER TESTED PRIOR TO FINAL FI NI SH. N •4.0- WALL 19. ALL WALLS REQUIRE SEPARATE PERMITS AND INSPECTION. N ~ < PATIO GRADE TO �_<� 4:1 PROPOSED DRAIN INTO WALK 20. ~ ` GRADE ALL WORKS WITHIN PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS AND / IDROP INLET I NSPECTI ON ISSUE BY THE ENGI NEERI NG DI VISI OW. a84 <c 83 EXISTING VARIES 21. THE UNDERSI GNED CI VI L ENGI NEER WI LL BE RESPONSI BLE FOR PROFESSI OVAL 1 82 - GRADE 3:1 - 5:1 I NSPECTI ONS IN ACCORDANCE WITH SECTION 7014 OF THE 'UNI FORM BUI LDI NG CODE'. ' o W 0-9-m. 81 EXISTING83 22. PAVI NG SHALL BE PERFORMED I N ACCORDANCE WI TH R-VALUE AND PAVEMENT TESTS O= WALK 80 GRADE 82 --- TAKEN TO DETERMINE STRUCTURAL SECTI ONS (PRIOR TO PAVING). Ie 79 81 W 78-- - 80 = 2% WALK SOIL ENGINEERING NG INVESTIGATION PREPARED BY, � °C �°1 z� SLOPE 76 7 79 RMA GROUP RMA JOB NO. 96-044-01 W < 10851 DISON CT. CL 75 - 77 - RANCHO ECUCAMONGA, CA 91730 MARCH 22, 1996 74 SECTION A-A 76 SECTION C-C (909) 989-1751 PROPOSED THE ABOVE REFERENCED GEOTECHNICAL REPORT IS CONSIDERED A PART OF THESE PLANS. ALL REPORT CONSULTANT 1 GRADE CROSS SECTIONS RECO*ENDATI ONS SHALL BE FOLLOWED BY ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT. WALK 4:1 SCALE: HORIZ: 1"=20'SLOPE WALK WALK CURB AND GUTTER ROCKSCAPE VERT: 1"=5' WALK LEGEND: \ 2% AN (EXISTING) (EXISTING)PROPOSED EXISTING 4 a PORTLAND CEMENT CONCRETE CONCRETE HEADER GRADE GRADE 82 87 �`t- o o° ROCKSCAPE 81 88 TYP. SLOPE DETAIL _ - J- _ CITY OF RANCHO CUCAMONGA ADJACENT TO WALKS 79 84 - SCALE: 3 8"=1 ' 78 83 -- ' APPROVED &BYZ �ca.00m ter: EXISTING `= 77 GRADE = 81 - - CITY ENGIN RCE 24953 bKO SH 75 80 GRADING PLAN FOR THE ' '"10Nr ., 74 SECTION B-B 79 __ SECTION D-D C2 LIONS EAST COMMUNITY CENTER of sr+�r IMPROVEMENT PROJECT er or►tE er onh 0 REVISION DESCRIPTION oaoN cin LOCATED AT THE SOUTHEAST CORNER Maw Nm vm� �c OF LION STREET AND BASELINE ROAD 1 v BENCHMARK ELEV: 1389.28 S.W.ACORNER OF�UON ST. ON do BASELINE OAD ��50 ARCy��� 3 4' 91' 7 6' 15' 12' I C•11446 4 �" 7 9 10 1 , 4 w w lb 4' RM �� \\ 7 S y p 4.5' .84 F� �!�OF p��TCO��\P 11 " — p� 3 i 4.63 FS— — — — 5 � 4 � w o — D_D s 4.5' CONSTRUCTION NOTES ° • ° • • 0 1 x'S`�' Q Ot — CONSTRUCT MEANDERING ROCKS�,APE PER DETAIL 1. SHEET L3 J 0 B NO 95091 ak ° �/ 2 CONS'UkUCT 6" WIDE CONCRETE HEADER PER CITY STD. DETAIL 534 SHEET L4 °° ° 5' '� / ' ��� �P Sept. 11 1996 i� p t 5 ti O 3 CONSTRUCT Al—6 CURB PER CITY STD. 104 DATE 8 ,� x�` � 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD 102 Mr-P) . • �° • , ' o o �P� o 5 CONSTRUCT 4' THK2C PCC wAIx. WIDTH PER PLAN D RAW N CSB � 7 •° o 0 0 o G' �xh W 6�- RELOCATE SIGN PER DEVELOPMENT CODE SECTION 17.i 2.030 (SEE SPECS) 12' 7 6 ,� 6.4' 1 ��P ,�g2 z 7a— CONSTRUCT 3' AC PAVEMENT OVER 9" CAB 3 --_ — - / `� ; `ti o Sip, f 8� CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD 107-8 — C4 400I10' SQ WPJ . - - o-- PAINT DOUBLE WHITE STRIPE 5 3 0 ti ° W PLANT NT H.C. STALL MARKINGS PER DEVELOPMENT CODE SECTION 17.12.030 (SEE SPECS) ,�� ' �,• . e e es w1ArcH UP o 1� < t i PLM! OMIT GROUT t 6- SLUMP RM FOR EVERY OTHER WALL VERTICLE2JOINNTT MP CAP PER CITY SM ALONG COURSE �K' HEIGHT PER TO EXISTING PCC PAD J �x Q AT F*M*D S�"ACE OF PATIO - POU MALL PER PAW 9CHEDUIX —2 �^ — 4' LIONS EAST 3 a 2 2 °° w C4 11 ,9 z 3 6 5 FK fu. $1.97 $ o - - - - - - - O -7 x8.c� l i $ 5.9 • 7 �� o o� E`' '( FS 1 ' 9.3' Z ci 5 tix w U 6x6 SQUARE00 4 -�37,-. UP4 tn LOCATE WALK PER 1 . ARCHITECTURAL PLAN X4.4 2 �C�, 0 3fi 2%G 8 , �q 1p x10kj -+•4 6° C4 3 4 ti' �, I--� U rr- .g SQ WPJ m , / ��� �" CO LEGEND: un V-10001 0 U 8 s WEAKENED PLAN JOINT o 0 6 a ' ' s oz s 3.6' 0 4' �, �- EXPANSION JOINT V 1 U o �, ct 2 5 1 J 1.7o FS O 4'x4' X� w z U + I P O Z J U C1 [' I� - - _ - O ►..� 64. 1t 0 a a ��p 5'x5' g 4.5' 2 V l s LEGEND: N 0 •� "�° 8 0 1 B PORTLAND CEMENT CONCRETEZ 0 — o -o _ J 3 �' ,• .�, g I o <> o WASH-OFF FINISH - - - - � ;, o A - ` °° � �- 9.7' 3,20 fF 1 � "()"U- 0 � NEW ASPHALT CONCRETE o -ICY t � � � ROC SCAPE A904 � ' N 7 CF PROJ.3 ,p � �' l - - - - - - 0 =_ ` - - X� Xoo - - - - - fig - - - - Xo - - - - x`� �.� - -xao - - _ - - - !_ h A 300 E 0*o FOR SECTION VIEWS A—A & B—B < c> a� SEE DETAIL 1 , SHEET L3 1 -20' W <�, 'W�• w < O<w• w H = w w �<ww � •w 'Comm = w V V-1_W U = W = cr_ Do ~ Zh W << CONSULTANT cn • 0 - CITY OF RANCHO CUCAMONGA APPROVED BY o CITY ENGIN RCE 24953 b� CONSTRUCTION PLAN FOR E "0N ear cn C3 of 0 EAST LIONS COMMUNITY CENTER IMPROVEMENT PROJECT >F cu er M'M er am Q REVISION DESCRIPTION , cxn LOCATED AT THE SOUTHEAST CORNER ,,,, o OF LION STREET AND BASELINE ROAD E ro C CT C ro L G I v 7'-2" �S�p ARC,y�T CONSTRUCT METAL PROTECTION BARRIER AND HAND RAILING PER APWA STD. PLAN 606-0, TYPE "C", AND AS MODIFIED PER THIS PLAN. TYPICAL DETAIL SHOWN APPLIES FOR RETAINING WALLS "A" AND "B" INSTALL 4" SCH 40 PVC PIPE INSTALL 6" DIA. BRASS GRATE W pD ~�C' G11446 EQ. SPACIGO NG DRAT 0 CURB FACE 1 AND DROP INLET TO 4" PVC PIPE C4 WHEN NEXT 4SAWCUT ? �o w��� CONSTRUCT RAMP PER CITY TO POST (TYP) N '` '� �_ STD. 102 AND MODIFIED PER f REN._ " ° — — THIS PLAN r' 4 (TYP.) C TYP CONSTRUCT ACPAVEMENT MBASE �' ° a 12'-6" >8 b — �F CA``� -�-- ( ) a o ) O CONSTRUCT Al A _ _ _�- _— — CURB PER CITY Q N 4 STD. 104 ° FS �C HEIGHT PER PLAN 41(TYP) A a \ x$53 Jr. �9 6� FS JOB NO 95091 " CONSTRUCT FL TO DRAIN WATER AWAY a ° 'f 839 ryy'M �a' 4'PCC 4 a a >>8 rc DATE Sept. 11, 1996 (N END OF 1-4 CONSTRUCT CURB (SEE DETAIL) 1 ° ° ° � 1$��Q SGS DRAWN CSB WALL (TYP) SAWCUT AND MATCH EXISTING (TYP) a G ° ° 1915 2' 4� 4 v° a s• I a 1 (TYP.) d ° ,I FS " 7 NOTES. 6 CF 8"CF 1"FUTURE AC FS v� �� f Q 1. APPLY ZINC-RICH PRIME COAT AFTER WELDING. " (1) #3 REBAR 3'LG CLEAN AND GRIND SMOOTH, TOUCH UP PRIME 1 PIPE END TO BE FLUSH I - �� ,� COAT WITH CURB FACE VIEW A—A 2. APPLY 2 COATS SEMI-GLOSS RUST RESISTANT • ENAMEL BY ELECTROSTATIC SPRAY METHOD AFTER ERECTION. COLOR PER PAINT SCHEDULE. W ,U U PROTECTION RAIL AND HANDRAIL Ste_ • 1 CURB OUTLET SCALE M 2 RAM P FOR D I SAB LEDE14SCALE M k UP4 1 4 1 0 1 4 1 0 1 0 � Uro E CONSTRUCT REINFORCED CONCRETE STAIRWAY r 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 ? PROP. WALK FS ALONG PROOFED WITH SEALMASTIC DAMPROOFING COMPOUND (OR EQUAL) PER SECTION 303a OF SPECS. BACK OF WALL wzu 8'-0" CUT BLOCK 5'-4" 2 -8 2' 2' 2'-8" 8' W-10" oz = U 13'-4" 1'-11" 6'-8" 9'-8" r� 0 AT 45' CUT BLOCK 2'-8" EXISTING GRADE �N �'� 4'-0" 4'-0" " 4' W e�. AT 45' 9 1 �O 2 -8 Ow 9 O 93 vl , °9 1 6 , , 2 6 60 0 g T°w 6 09 O — = J - - - �. T° U 09 O'L6 g0 26 80 $ — _- \ e ��� !!:� 9 93 T°w 6 T°{I• - STEPS AND WAL V l ' \ N - - N ^^ )) 1' WING WALL- _ - - - - - / ) .r 1 - _ e�� - - - S9 / � �.T..� C _. 6° L EXISTING GRADE 9 T t ow. - _ _� r M tl -- ul �041 ' 6O � � -TLi - EXISTING GRADE FRONT SIDE E 2:1 PROP. z z ~� EAST SIDE P.OFRWALL WING WALL GRADE o J v 15' 1 V-4" 6' 15'-2" }--� PROFILE OFSWALL E Ll-'14- * U CCONSTRUCT 8"x4"x16" SLUMP BLOCK RETAINING 5'-4" 15'-3" 16 -432'-6" WALL WITH 8"x2"x16" SLUMP CAP. TYPE "B", O PER APWA STD. PLAN 618-0 COLOR: TAN, RETAINING WALL "A" PROFILE RETAINING WALL "B" PROFILE PAINT PER PAINT SCHEDULE t Oa rt O t U H SCALE RETAINING WALL PROFILES 1 4 _oN 4 'W»• h t r 6' 4' SI EWALK (TYP.) t n z w w 0 2a. ��w• a a C4 SUBGRADE COMPACTED TO w 3 a 90% RELATIVE COMPACTION Z 3 io al (TYP) 8"( 1 ,-4" W u ; N VA �J TYP) t` :r z" �� SLIP RESISTANT, CONTRASTING COLOR STRIP ° DENOTING RISER, AS PER ADA REQUIREMENTS 1 " a. t eco a 3 a C4 2„ 6' 5'-4" 6EWALK ZRETAINING WALL CONSULTANT v s- J REF. 11-1 4 a C 4 D ETAI L R1 /2" C4 D a I Q a "A" WALL LAYOUT LINE ►� 1 \ a s O a D N a 000m "7 a \\ \\ \\ \ cO 3' Q s MITER CUT CORNERS 1.- / CITY OF RANCHO CUCAMONGA a C \ \\ \\ \\ \\ \ IE1D elf: APPROVED BY CITY ENGINEER RCE 24953 i "B" WALL LAYOUT LINE 4 a DETAIL SHEET FOR THE 10N OHM 4 1C4 of LIONS EAST COMMUNITY CENTER ow IMPROVEMENT PROJECT OF SCALE scALE °1f °M� ° LOCATED AT THE SOUTHEAST CORNER DROM M. HANDRAILS AND RETAINING WALL _ 5 C 0 N C R ET E STEP N O S E 1-1 • = 1, 6 REVISION DESCRIPTION OF UON STREET AND eASEUNE ROAD 3 1G 1 • —• V, 1 V 3"SQ.x6'x.188" STEEL TUBE. INC. 3"SQ. POST 1/2"x8"+2 ANCHOR BOLTS 300 DOUBLE GRAB BEAM NOTCHED 300 DOUBLE GRAB BEAM NOTCHED 139-491 CAP AT TOP WELDED AND GROUND SMOOTH W/ NUT, WASHER, AND AT BOTTOM AT TOP 2x6 11 PLCS.TRE IS �_0IS MEMBER ' LEVELING WASHER (3 PLCS.) 10d TOE NAIL C5 NOTCH (TYP. •E/S) AR GROUT VERTI L5'x5* 6x6 POST CELL SOLID CHAMFER 6 1/2" NOTCH ' , (4 PLCS) SLUMP BLOCK * GI1446 CAULK 7 1/2"x3"x.1/4" L 4" 1/4"x4" LAG SCREWS 4 Q BRACKET (8 PLCS) (TYP. E/S) r — — — — — — 4 — — — — —— REN. PAINT SAME AS 6x6 POST s - 5/8" THRU BTRELLIS (4 PLCS.)THRU 7 (4 PLCS. EACHHOLE TO ALLOW OPLOTSST) 4 CONC. WHEEL GUARD t OF C 1/4- LATERAL 8x4"x16" SLUMP BLOCK AL�ED�Il� WALL W/8 x2 x 16 CAP 2" I Q I p I Q ADJUSTMENT COLOR: PER PAINT _ TRASH DISPOSAL BINS 1-3/4" DIA ii'1 ;`l} SCHEDULE 3-1/2* GALV. STEEL 5/8"x 12"+2" 4 I I ui � I I TO BE PROVIDED BY HOLE THRU ON HEAVY DUTY ANCHOR BOLT rn O LSI RANCHO DISPOSAL JOB NO 95091 CENTER WITH HASP AND STAPLE - ) J a- ANCHOR BOLTS STANLEY SP 917 OR `o, (2 PLCS. PER OST I I I m � I a I � 3 PLCS. /� EQUAL 1 1 t DATE Sept. 11, 1y96 r �J 1. N i II Q I 00 I 4 I SLUMP BLOCK WALL Q a N TICAL 4 HO Z ICTAL CONT. 0 3 O.C. 04 3\22"RO.C. = I I d I d I 8x4x 16 OUT GF>tSOLID ALL CELLS' I I I DRAWN CSB ». / EEL L - - - - - - J 4 L - - - 40 O CANE DROP BOLT TRELLIS DETAIL (2) 1/2- GALV. STEEL t _ C5 (REF) STANLEY 1009 OR EQUAL w CID 7 GATE (2 EACH). 22 LGA Cj 55 " 6"MIN. CORRUGATED METAL ET POST TOP 1/8- FROM VERTICAL SO THAT N N DECKING IN STEEL ¢ GATE THE GATES REST IN THE OPEN POSITION N 8 GRADE 1"R " " " " THERMOSET POLYESTER POWDER a GRADE (4) #4 3x3 x.188 L FRAME, O jIa:J6 4 REBAR CROSS BRACED W/ C5 COAT PAINT, 2.5 MIL NOMINAL NOTES: - ONT. 2"x1/4" FLAT. THICKNESS STEEL 3"X3" HEAVY DUTY BUTT CONTRACTOR TO SUBMIT COLOR PER PAINT SCHEDULE ' HINGE (STANLEY OR EQUAL) 1 COUNTER SINK AND FILL ALL LAG BOLT CONNECTIONS oo° 12" SHOP DRAWINGS FOR E...� WELD AND GRIND SMOOTH o��oo�o, i\ 2 ALL WOOD TO BE ROUGH SAWN DOUGLAS FIR 1 OR BETTER EASE ALL SOIL COMPACTED TO POST AND GATE FRAME TYPICAL EACH GATE APPROVAL EDGES, AND PAINT (2 COATS) PER PAINT SCHEDULE (3) THREE HINGES PER GATE 3 2"X6" 1REUJS MEMBER: LET-IN 1-1/2"" TO RECEIVE DOUBLE GRAB t TO 9096 3" CLEAR 2'-0" 9'-4" 2'-O" ct BEAMS AS INDICATED. PROVIDE CONTINUOUS 1/4- CHAMFER AT ENDS. 3/4" CRUSHED " 4 3'x10" DOUBLE ORAE BEAM: LET-IN TO RECEIVE POSTS AS INDICATED AGGREGATE 24 N TFORNATE OTING BENDS T 1 •u SCALE SCALE SCALE U ^ TRASH ENCLOSURE GATE POST HALF SIZE 7 TRASH ENCLOSURE ELEVATION 8 TRASH 9 M 2 = , � ENCLOSURE PLAN VIEW 3 8 = , -0 9 U ct 3x10 DOUBLE V-6" GRAB BEAM EQUALLY SPACED O (8 PLCS.) BETWEEN POSTS (1'-9" RV) �� O u _774 u Cz � EQUALLY SPACED O I I(TYP) D U � � Ia w � 1 ct o. Z e v = I I 2x6 TRE4 MEMBER SO < � 1*0 �r t U r A� TRELLIS PLAN VI EW [112 scA _oN 10 DETAIL LE SCALE pETAISCALE _ W,_, 2" = ,��• L �N � 1�N� . , t O.Ce• •.r H z w w Ox CL24c:: .Comm = w • OW.am V = O; W = zn W .C* a AC O CONSULTANT CITY OF RANCHO CUCAMONGA APPROVED BY CITY ENGINEER RCE 2 053 1 DETAIL SHEET FOR THE '0L"10N > LIONS EAST COMMUNITY CENTER C5 cr IMPROVEMENT PROJECT smw sr wx Ilk wa OF D ETAI L SCALE SCALE 0 RE ISM DMRIPTION � � LOCATED AT THE SOUTHEAST CORNER �• �_� 2" = 1'_p• DETAIL _ * _ OF UON STREET AND BASEUNE ROAD 1 1 2 1 -0 �� �� ,r U I BENCHMARK ELEV: 1389.28 -._.. No. A-219 CHISELED SQUARE ON SOUTH RETURN QaoFEss/oti; S.W. CORNER OF LION ST. & BASELINE ROAD �° �.��M �•a,�, No. 24953 z 0� Exp. 12-31-97 lb CIVIC• fie' :R� EXISTING TRENCH EXISTING TRENCH No �Z 24"W x 5'D 24"W x 4'D � CLEANOUT N SEE DETAIL 5 TRENCH PER a fl 58 DETAIL "A" L L -- -- -+ _— ! GRADE JOB NO — -- �'� NATIVE BACKFILLrn X12" DATE RECENT A .1 ° ^ -- ' \ °�' \ ` , - - \\ I n CRUSHED ROCK BACKFILL 6" MIN. :o oo � ALLUVIUM / FILL DRAWN CSB VJ g / ����� 84 \ �) I Q VERLAP � o ��o�°�` DEPTH VARIES . ° ° . ° do�oo `� "0 PERFORATED PVC SCH 40g°a d SEE PLAN �. F� L-s6� �I �, I 6 1 PIPE SLEEVED IN A NYLON SOCK a °4o p 7 a " OR OTHER APPROVED EQUAL ao� OLDER TRENCH PER 6 FVC LiJ a o o��a o » S-+.0200 1 a a ALLUVIUM ti�L 6 2 DETAIL B I -- as 1 z FILTER FABRIC ENVELOPE 1 1 7 / 1r51 / (MIRAFI 140 N, SUPAC SNP, a °ao4�b�oa a }-� - - �' I I —� OR APPROVED EQUIVALENT) �ooao o° ao 12" MIN DROP INLETI iI s2 I I W SEE DETAIL w I — 12 1 it �I � r 4 I " ���"/ /r�, if', ' �' / 8 I Q 6 I 8 • � , , LIONS EAST VARIES 12" " 24" 4 �^��� l 12 MIN — FIN. FLR. 81.97 ,���� l TRENCH A 4 5' ` 4 d 6• Fes. A _ S-+.0100 1 I Li EX STING T ENCH GRADE �'* 247w x 3'( - . + . 1 4 / DROP INLET 4 � ��5 1 SEE DETAIL NATIVE BACKFILL , 1 �-� �— - 6 OR 8"0 PVC, SCH 40 DEPTH VARIES PIPE (SIZE PER PLAN) SEE PLAN o ' -- /= DROP,INLET I- - 6� l�ii� VARIES" 3.so $EE�,DETAI�,. 12 - 24 12"MIN TRENCH B — - + / ��'` V ' �� x \ 1 - x' �� / � < SCALE 1 ' =2'-0„ �� x ♦ , 1 � l _ - - _ - NOTES: } 1. SPECIFICATIONS FOR CRUSHED ROCK: EXISTING CONTOURS 1"=20' MINIMUM 3 CUBIC FEET PER LINEAR FOOT OF 3/4" CRUSHED ROCK PER STANDARD PROPOSED CONTOURS A�Alx PROPOSED CONTOUR' I SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 200-1.2. SIEVE SIZE % IN 1 100 3 4 90-100 1 2 30-60 INSTALL BROOKS PRODUCTS 348- 0-20 18"X18" CATCH BASIN NO. CB 1818 8" PVC PIPE 4 0-5 LOWER SECTION WITH GALV. FRAME AND STEEL GRATE CL MAIN LINE #4 BAR 18"LG 4 PLCS. EQUALLY 2. NATIVE SOIL BACKFILL SHALL BE COMPACTED TO A MINIMUM 90% RELATIVE COMPACTION. SPACED 090'. GRADE GRATE PLACE AGAINST PVC PIPE 1/2" MIN. .N��`� 3' MAX. CONSTRUCTION NOTES VENTEALLOW CAP REMOVALSIZE FROM OCAN %C I " " 3/4' GRAVEL VARIES TO SUIT 1 �1 -- CONSTRUCT DRAIN LINE PER TRENCH DETAIL A , DEPTH PER PLM • e pva o a p o CONDITIONS BEDDING OF 22 CONSTRUCT DRAIN LINE PER TRENCH DETAIL "B , DEPTH PER PLAN a� ap INLET PIPE 3�-- CONSTRUCT JUNCTION STRUCTURE TO EXISTING STORM DRAIN PER DETAIL BROOKS PRODUCTS 1 -RT o;'4� p 5/8� HOLES 3" OC X90' ALL AROUND _ 4O- CONSTRUCT DROP INLET PER DETAIL > a o 0 4 ROWS - 16 HOLES TOTAL x rr 5 CONSTRUCT CLEANOUT PER DETAIL BODY (CAN) AND CAST aao a �a ° ALL ABOVE BOTTOM OF CATCH BASIN _ • + •, 8 SAWCUT AND REMOVE AIC PAVEMENT IN TRENCH ZONE AND REPLACE WITH 4" AC OVER NATIVE GRADE IRON COVER �— SAWCUT, REMOVE 4' OF EXISTING CURB, AND CONSTRUCT Al-6 (6') PCC CURB PER CITY STD. 104 BACKFILL WITH 420-c-2000 CONSULTANT CONCRETE 6"0 PVC SCH 40 RISER 6"0 PVC SCH 40 PIPE i UNDISTURBED EARTH RISER B B SECTION A-A 6'��b "T" OR ELBOW PER PLAN (� 61,E "T" OR ELBOW PER PLAN 8" A F(� , �Ft' ELEVATION F AF F� AF � 12 M I N < 0(/TP�N1 OST AW STA. ���,, PSR "J �_ �„ ��E� PSR JUNCTION STR E U CTU R E ' CITY OF RANCHO CUCAMONGA PER PLAN ` ` DETAIL APPROVED 8YM° D -� CO CAST INPLACE , CITY ENGINE RCE 24 DATE: SCALE: NONE CLEANOUT DETAIL DROP i N LET DETAIL PVA CONNECTOR APIPE c s OF SCALE: DRAIN LINE SUPPLEMENTAL SHEET FOR THE SCALE: 1 "=1 '-o" SCALE: 1 "=l '-O" 12„ LIONS EAST COMMUNITY CENTER PROJECT �� IMPROVEMENT PROJECT of SECTION B-B er or►11>= er a►� REVISION DESCRIPTION DESIGN cxnr LOCATED AT THE SOUTHEAST CORNER DIR MnNG NO. ENGINEER APPROVED OF LION STREET AND BASELINE ROAD T AA II . , cu4 RM of ca��F°�`� :. A. .. . ° ° ° ° � 95091 • Q -- JOB NO 0 O A At • : ° O DATE ' Sept. 11, 1996 + + + + + + + + + o tY T ' A I e TC-00 11 DRAWN CSB 4 IL + + LLJ- / �- - L1 + 0 V) 4 � � ,�� � + - 0 Q W m �, . ° W LIONS EAST ° W w +W z o XERISCAPE ASSESSMENT SYSTEM SUMMARY 4 ° w° Z IDA J + O LANDSCAPE (POINT VALUE) POINTS Q, ab a° / + CLAIMED U �+ ° n ° ` WATER CONSERVING PLANTS 20 U °. 0 ° °` / + O +W TURF LIMITED TO 25% OR LESS 20 ° ► .� ° ° +� ° . � ,W I PLANTS GROUPED BY WATERING NEED 10 • + ± 4 0 y HARDSCAPE 10 r , — 0 ° . �. I' PERMEABLE PAVING I--1 V . . ► W LOW-WATER TURF VARIETIES ^ � F�+� , , / 4 � ,O , °j °• / / W MULCH PROVIDED IN NON-GROUND COVER AREAS 5 O U o°o / / / SOIL AMMENDMENTS TOTAL POINTS CLAIMED: 65 V 0 W W U = U 000 0 r � / b � ° - Oz o .o + + + + + + + + + + + + + + + o o 0 ' o o A 0 + � Uv ° 0 0 0 0000000000 0 0 W � ' °' • rMA 0OOOO0° O O O O ° O - - - - - - 0 - - - -O 6 Q o )�O O O `__ o ° � v •► 00 °x,00°° <> •► C) O -) 0(°O _,O^0 W W W W Cll� W W W W W �Y W u ° O Y W W O \I OO O O O 1 W W� W W W W HW W WLJ� PLANT MATERIALS LEGEND + SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QTY. _ no TREES REFERENCE STANDARDS 501L 502 6 TOT LANDSCAPING GENERAL NOTES : O MAGNOLIA GRANDIFLORA ' MAJESTIC BEAUTY' MAGNOLIA 15 GAL. 30' o. c. 4 EA011111111111hif 40 1 . All equipment shall be selected and installed in accordance with the Contract Specifications and h t -20' Standard Drawings. - ``' � PLATANUS RACEMOSA (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 s>=M SHRUBS REFERENCE STANDARD, 506, 507, & 508 1012 TOTdesign clarification only, and shall be installed in planting areas whenever possible. < o<:-W H- =Y�w a- MYOP❑RUM PARVI FOLI UM ' PUTAH CREEK' MYOP❑RUM 1 GAL. 7' o. c. 40 EA — — 3. Landscape areas shall receive 4" of coarse—ground shredded chipper mulch under all trees and shrubs. Oo CI STUS ' SUNSET' NCN 1 GAL. 5' o. c. 53 EA r Grading operations shall accommodate the mulch, per City Std. 509. Contractor shall submit a sample for °- ,�o.... LEGEND: approval prior to purchase and placement. Shredded mulch is available from: _ 0W A DI ETES BICOLOR FORTNIGHT LILY 1 GAL. 3' o. c. 164 EA °0000 > o~MAZ ROCKSCAPE Blue Ribbon Nurseries (714) 633-3666 0— ® HELI CT❑TRI CHON SEMPERVI RONS BLUE OAT GRASS i GAL. 2' o. c. 62 EA Orange, CA c.3 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 0-- irrigation system have been completed, final grades have been established, and the planting ="' LANTANA MONTEVI DENSIS TRAILING LANTANA 1 GAL. 5 o. c. 98 EA 0 2' 0 BOULDER g y p g p g W areas have been properly graded and prepared as specified. a a �o Q LAVANDULA ANGUSTI FOLI A ENGLISH LAVENDER 1 GAL. 3' o. c. 77 EA 0 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' o. c. 31 EA applied between the planting and irrigation installations so that sufficient watering can be done. The second application NANDI NA D❑MESTI CA ' NAVA' 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. 0 RHAPHI OLEPI 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 GREGGI I ' SPRING BOUQUET' NCN 5 GAL. 3' o. c. 41 EA 0--VIBURNUM TI LNUS ' SPRING BOUQUET' NCN 5 GAL. 5' o. c. 50 EA VINES REFERENCE STANDARDS 506 CITY OF RANCHO CUCAMONGA PARTHENOCISSUS TRI CUSPIDATA BOSTON IVY 5 GAL. PER PLAN 3 EA FACOMMOM BY:APPROVED BY TURF SEE SPECIFICATIONS CITY ENGINEER RCE 2495313/Q 45% JAGUAR, T HYDR❑SEED 459 APACHE, &10%b 5151 SF � "' "' A-34 BLUEGRASS LANDSCAPE PLAN FOR THE LAI oF * NOTE: Quantities shown on the legend are for estimating LIONS EAST COMMUNITY CENTERIMPROVEMENT PROJECT T � Purposes only. Final quantities for plant materials aF installed shall be governed by the indicated plant °i''� 01A� LOCATED AT THE SOUTHEAST CORNER DRA11 o No. spacings, (see planting plans). REVISION DESCRIPTION umm ��M OF LION STREET AND BASELINE ROAD p! V 6'x8' CONC. MOW STRIP WHERE OCCURS 2/3 FINISH GRADE l��j"0 A�Cy�T� BOULDERS LOCATED PER PLAN V SEE BOULDER PLACEMENT DETAIL 1/3 souu O! PLACOADU DEV& n OD CONr1YDON NO= * C11446 , 2'• - 3'8 BOULDERS LOCATED PER PLANFM W BOULDERS AND COBBLESTONES SHALL BE GREY ROUNDED RIVER BED TYPE PIK BOULDERS TO BE PLACED PRIOR TO INSTALLATION OF CONCRETE MOW STRIP AND OF C p1'` VARIES V-3' PLANTING N DRAINAGE COURSE FLOWLINE EXITS ROCKSCAPE HAND PLACE DRAINAGE COURSE COBBLESTONES IN 3-1/2' MIN. DEPTH CONCRETE BED + (SEE CONSTRUCTION PLAN) (500-C-2500) WITH FLATTER SIDES UP TO FORM A UNIFORM SURFACE WITHIN THE ORMNAGE COURSE. GeLma >1>lEk MN Put mw PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE (1'• TO 3'e)FOR PLACEMENT JOB NO 95091 • �OWUNE 2X MIN. TO D Mr PERIMETER AREA OUTSIDE OF THE DRAINAGE COURSE. DAT Sept. 11, 1996 2/3 EMBEDMENT FOR STONES < 12 1/3 EMBEDMENT FOR STONES > 12'0 9't3` COMPACT SUBGRADE TO 95X REL. COMP. D RAW N C S B 500-C-2500 CONCRETE CITY INSPECTOR SHALL APPROVE SELECTION OF STONES AND PLACEMENT BEFORE FINAL SETTING 3 1/2' MIN. THE PERIMETER COBBLE SHOULD HAVE AN IRREGULAR, NATURAL APPEARING EDGE. I THE SIDE WALLS OF THE PERIMETER AREAS SHALL HAVE ADEQUATE VARIATION SO / MEANDERING (4'-N3') VARIABLE WIDTH AS NOT TO APPEAR ENGINEERED. COBBLE INLAY. LOCATION SECTION VIEW B-B VARIES WITHIN THE ROCKSCAPE LOOM= PER PLM NOTE THE OCCASIONAL OVERSIZED STONE AND THE VARIATION IN WIDTH. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO INSTALL THIS DRAINAGE COURSE AS A .1��yt� NATURAL STREAM BOTTOM. GRADUATED SIZES OF LOCAL, RIVER RUN STONES CONSIST OF 500-C-2500 CONCRETE A DRAINAGE COURSE WITH 4'0 TO 6'e COBBLESTONES. r T 1 `PERIMETER` AREA WITH 7'0 TO 12'0 STONES AND INCLUDES A RANDOM SETTING OF w THE 1' TO 3' STONES COBBLESTONE SIZE SCHEDULE, 3 1/2• MIN. TOTAL SIZE, PERCENTAGE Z MEANDERING (4'-N3') VARIABLE WIDTH 4'0-6'0 60% DRAINAGE COURSE COBBLE INLAY. LOCATION SECTION VIEW A-A 7'0-12'0 20% PERIMETER COURSE PERIMETER COURSE (•T 1 V VARIES WITHIN THE ROCKSCAPE LAOAl10f1 PER PLAN 110-210 10% hiy 2'0-3'0 10% PERIMETER COURSE w U � BIN SCALE U P4 M MEANDERING ROCKSCAPE NONE th 1� U o • TSI It NOTIE& STORM DRAIN/UNDERGROUND t. REMOVE NU1e9ERr SINGES L p� ct UTILITIES L STAKES TO BE PLUMB MND PARALLEL 3. uT ^ STAKE TREE PERPENDICULAR 1 \ TO PREVAILING wlNo. �1 N z u �f SIDEWALK ury � r fw E � u ' v B � O Z � I CURB AND METEOR 10' 5' CN TOP TIE TO BE PLACED AS ^ O /� LOW AS POSSIBLE ON THE 4' OF COMPACTED WOOD CHIP O '« 4c MIN. NK TO N REQUIREMENT \� W O{ " .VR TOP OF STAKES BELOW LIMIT OF PLANTER AREA ONE 1 �.� I NOT SO LOW AS To HEAD OF TREE WHERE � FVJtDSCAPING (CONCRETE HEADER, MULCH. _ SUPPORT OR ALLOW $- SPECIES GROWTH warn Pt7INiS `. DEPRESSED COMPACTED Y BERM TO FORM CURB & G SIDEWALK, ETC.) FINISH GRADE U (^� TIE HEAD TO DROP. MAIN � TRUNK OEPRE55F� WATERING BASIN. (2) SETS OF CINCH TIES SPACED 24' v �..� r w APART. ATTACH WITH GALVANIZED TOP Of ROOTBALL 10 v 4'WOOD CHIP MULCH. AS01� F1lNS11 GRADE TOP OF ROOTVALL TO EXTEND Y` j acREws To e' LODGE POLES.AKES Pr�aM ORIGINAL GRADE ` NATIVE BACKFIl rR►H No Roars 12' QFH ( APPDRIVE ROACH 2S.LTw000IIMUM OF RVA POLE "INTO I Ali ` 12 MAXM L GREATER THAN 3' DIAMETER. 3 SUNDISTURBED SOIL AND POSITION TAKES OUTSIDE NOT S 3' BERM TIGHTLY COMPACTED IN PLACE 10 FORM WATERING BASIN. ` C 5 CURB AND GUTTER ARBOR GUARD IN TURF AREAS AND FRONT YARDS. ♦ n O MIN. MMI. * TOP OF ROOTBALL TO E](1EN0 2' NOERGROUND ABOVE FINISH GRADE. - u STRUCTURE CH og TIGHTLY COMPACTED 3' BERM TO FORM ROaT BAIL TRANSFORMER VAULT. SND COVER INSTALLATIONS. LORESIDENTIAL CATE - ROUT BAIL - OUTSIOE OF PLANT PIT. BERMS IN TURF I� NOTES AREAS REMOVED PRIOR TO CITY - - - WIDTH PI BE (2) TIMES THE SF10wEL CUT EDGE NATIVECOMPACOMPASIL F� * T APPROVED BY THE OOT I _ PLANT PIT TO 1 (2) TIMES THE 1. TREE SPACING SHALL CONFORM o PLANS THE Cm ENGNNHER J I H I ll - I I "IOTA OF THE ROOT BALL 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LJNE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. AT ALL LOCAL RESIOENTWI,/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1 at I NOTE: Q PARKWAY TREE AT A MIN. OF 25 FROM BCR OR ECR. NATME BACKFILL WITH NO 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 4 4. MAINTAIN S FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND ROCKS THAN 3' S (TR O 40U OTHERWISE INDICATED ON ptpT�; FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO Kl UTLITY ROOT BALL SEE 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SWILL OWNED WATER & SEWER LATERAL LINES. _ ROCKS� THAN I13' olA UNDISTURBED NATAL SOIL r LMIOINRNNED 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 5 TREES SMALL NOT BE LOCATED ON PROPERTY LINES - a. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING INTO EDGES AT GROUND COVER AREAS. •. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE Ify THE FROM SUCH UMITS. SEE LEGEND FOR SPACING REQUIREMENTS. ENGINEERING DIA". NAITIE salt UNOISRNRem NOTES: Nps 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. t. UNTANGLE MATTED 4007S B/ LOOSENING ALL ROOTS AT EDGE QUANTITIESt. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY OF HOOT BALL DO NOT CRACK ROUT MLL OF AM BNL. DO NOT CRACK ROOT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. PLACE NO MULCH W Y NN A 6' RADIUS OF THE CROWN OF A WOODY PLANT. STANDARD PLANS. 1 TWICE ROOT BALL WIOTH LEGEND ARE ESTIMATES ONLY. t !- OIA Pf O P r Ac U r Li SCALE SCALE DOUBLE STAKED TREE SCALE SCALE CONTAINER PLANTING SCALE SHRUB AND GROUND SCALE 508 MULCH INSTALLATION SCALE 509 - W <y TREE PLACEMENT NO 50 5 GAL 24 BOX NONE 502 CONTAINER PLANTING NONE 506 ON SLOPE NONE 507 COVER PLANTING NONE NONE cn 0� M I.- > 1 1 _ •� F- Yww BACKFLOW PREVENTER CL O• ASSEMBLY BI1ICICFLOW PROTECTION BOX NIPPLE - TYPICAL o t w w MOW SBBC-4'5AL = w (4) PLACES I m V KH BO PNC UNION • �(`aV!; X ROUND PLASTIC VALVE BOX & IN u o COVER ETCHED 'IRRIGATION GATE` ROUND KASTICa (CARSON OR EQUAL) jLuTOR' V O; NIPPLE (CARSON OR EQUAL) COVER ETCHED WHITE 6' THICK X 12' WIDE < "� FINISH GRADE ►- FINISH ORADE W = BLUE CONCRETE PAD (LENGTH VARIES V A BRASS WYE STRAINER PER SIZE/MANUFACTURER) Z Mf 'SNAP- WITH 60 MESH o SLOPE TO DRAIN AT MINIMUM RED CONNECTOR OR EQl1AL MONEL SCREEN FINISH GRADE VALVE - 1 1 2' OR SMALLER WITH W <� BLACK UNION Sf STEEL ww�LE CL � ♦Y O Bl�0APANSION PVC SLEEVE TION1 CONTROLLEII LOOP PIG WfIX24' LONG) ! REQUIRED FOR DENT WEDGE - 2' OR LARGER WITH PIPE THROUGH TE VALVE 2` OPERATING NUT ! '! CONCRETE PAD Poxr COATED '6PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL PRESSURE REGULATOR EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS „� NIPPLE - TYPICAL VALVE LOCKING LID. PLACE AT GRADE IN AS PER STD. „r - (2) PLACES DETAIL 520 Sp TURF AREAS AND 3' ABOVE IN >K ,.� FROM WATER SOURCMEwm PLANT BED. SCA 40 PVC MALE FROM 3' CONSULTANTPIPE 70 BACKFLOW 90X COMPACTION .. ��- ADAPTOR Ala PIG TAIL E)(pANSat ), REQUIRED - - 3' LOOP (MIN.24- FLOW -� UF 14 BLUE �' `+�`• ' LINE TO SYSTEMS WIRES CONCRETE THRUST BLOCK ELBOW ooP i1►':t a RED MASTER CONTROL PER CCWD STANDARDS TYPICAL (4) PLACES &LACK VALVE "GID PIPE AND RELATED FITTINGS SHALL BE PER Ddb CUCAMONGA COUNTY WATER DISTRICT STANDARDS. ID !`A FLOW METER CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO DIAMETER SAME NOTES: CONSTRUCTION. ..: SFLOWUE y 1. INSTALL PER LOCAL CODES. 3 4' CRUSHED 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY AS FLOW MEW WE STRUCTURES OR HARDSCAPING. 3/4' WASHED CRUSHED CITY SAME OF RANCHO CUCAMONQA 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) AGGREGATE BASE MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: 1 MINIMUM DISTANCE DOWNSTREAM OF 4. ORIENT UNIT PARALLEL TO STREET. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: BY: UNINTERRUPTED PIPE (5X DIAMETER 5• SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPMNG. 1. 04STALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HMtDSCAPMIG. APPROVED OF FLOW METER SIZE) 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 8. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPIIG. CITY ENGINEER MMNMUM DISTANCE UPSTREAM OF DIS*" METALS• S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. RCE 2495.3 UNINTERRUPTED PIPE (IOX DIAMETER 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIM TO INSTALLATION OF VALVE BOX. OF FLAW METER SIZE) 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND �R� qtr WHEN MAINLINE IS 3' OR LARGER. VALVE NUMBER. VALVE NUMBER. LANDSCAPE IRRIGATION DETAIL SHEET FOR THE EAST L3 of DONS CENTER ►RENOVATIONS OF � 0iA7E � 0iA7E LOCATED AT THE SOUTHEAST CORNER FLOW METER SCALE 516 BACKFLOW LOW PREVE TER SCALE 517-3P VALVE 3" OR SMALLER SCALE 518 PRESSURE REGULATOR VALVE SCALE 51 9 Q REVISION DESCRIPTION amm CRY OF LION STREET AND BASELINE ROAD INSTALLATION NONE NONE NONE NONE NONE i '