Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Lions Community Center West
4 1- V_ �SE0 ARSHEET' INDEX Cy�r JUS Q� ��'�► G11446 LIONS COMMUNITY CENTER OF CAu���� Architectural Plumbing T-1 Title Sheet P-1 Symbols & Legends JOB NO 95091 A-1 Site Plan P-2 Plumbing Plan A-2 Parking Plan DATE MAY 7. 1997 A-3 Demolition Plan DRAWN WEST LIONS PARK A-4 Floor Plan A-5 Enlarged Plans TY OF RANCI 10 CU A- C1 CAMONGA 6 Enlarged Plans, Sections Electrical A-7 Tile Layout Plan E-1 Symbols & Schedules • A-8 Tile Patterns P - Z a e s E 2 Site Plan � y9161 A-9 Reflec. Cig. Plan E-3 Demo Plan-Lighting I Baseline Rd . A-10 Roof Plan E-4 Demo Plan-Power W Ra cho Cucamon A-11 Demolition Elevations E-5 Lighting Plan �4U A-12 Ext. Elevations e E-6 Power Plan A-13 Door & Window Sch., E-7 Panel SchedulesUp �le Energ • �--+ A-14 Finish Schedule, E-8 Light g. Cert. of Compl/ STANDARD SYMBOLSAND A-15 Int. Elevations T-24 Notes A1515REVIATION5A-16 Int. Elevations Civil 4 U A.B. ANCHOR BOLT EQ. EQUAL JAN. JANITOR SYMBOLS RAD. RADIUS 4 CENTER LINE A-17 Int. Elevations C1 Clearing, Grubbing U ABV. ABOVE EXH. EXHAUST JB. JAMB R.D. ROOF DRAIN m DIAMETER r� _ DATUM POINT A/C AIR AIACOUSTIC (AL.)IN" EXIST.T. EXXPOSED JST. JOIST �I�. REGUIRED # AND E A-18 Int. Elevations C2 Gradin Plan 4 ►-� �/ � ,.� ADD'L ADDITIONAL EXT. EXTERIOR K.P. KING P05T RF. ROOF O AT 1 g ADJ. ADJUST RM. ROOM FOOT -19 Int. Elevations C3 Construction Plan A Ii1 V ALT. ALTERNATE F.D. FLOOR DRAIN LAM. LAMINATE R.R. ROOF RAFTER INCH A -- MATCH LINE / GRID LINE U ALUM. ALUMINUM EDN. FOUNDATION LAV. LAVATORY R.S. ROUGH 5Al^W No. OR POUND IA-2O Int. Elevations C4 Water Plan ANOD. ANODIZED F.E.G. FIRE EXTIN6U15HER CABINET LB. POUND T^ F.F. FIN15H FLOOR LOW. LOUVER S.G. 50LID GORE ENLARGE PLAN / DETAIL NO. V 1 BD. BOARD F.6. FIN15H GRADE / FIXED SLA55 LTAT. L16HT WEIGHT 5GHED. SCHEDULE v 131_06. BUILDING FIN. FINISH SEG. SECTION SHEET NO. A-21 Int. Elevations BLK. BLOCK (TNG) FIxT. FIXTURE MAS. MASONRY SHT. SHEET @�= BM. BEAM FLR. FLOOR MATL. MATERIAL 5HT6. 5HEATHIN6 A-22 Details O B.N. BOUNDRY NAILING FLUOR FLUORE50ENT MAX. MAXIMUM SIM. SIMILAR BLDG. SECTION LETTER BOT. BOTTOM F.O.B. FACE OF BLOCK MB. MACHINE BOLT SPEC. SPECIFICATION (5) SHEET A-23 Details BTWN. BETI^EEN F.O.5. FACE OF STUD MECH. MECHANICAL SQ. SQUARE F.O.W. FACE OF WALL MED. MEDIUM 5TD. STANDARD ga C W GAB. CABINET FR. FRAME MFR MANUFACTURE (R) (IN&) STL. STEEL ry v GER CERAMIC, FRMS. FRAMING MIN. MINIMUM 5TOR STORAGE WALL SECTION W. A-24 Accessibility Notes U C.I. CAST IRON FT. FEET MISC. MISCELLANEOUS 5TRU JCT. STRUCTURE (A GLR. CLEAR FTG. FOOTING (5) MTD. MOUNTED SHEET NO. GLC. CEILING MTM. METAL T TEMPERED CMU CONCRETE MASONRY UNIT 6A. CAUSE TEL. TELEPHONE ELEVATION ORIENTATION / NO. V G.O.F. CENTER OF FRAME &ALV. GALVANIZE (D) N.I.G. NOT IN CONTRACT THK. THICK SHEET NO COL. COLUMN G.B. &YP5UM BOARD NO. NUM13ER T.OB. TOP OF BEAM <( COMP. COMPACT 6.1. GALVANIZED IRON N.T.S. NOT TO SCALE T.O.G. TOP OF CONCRETE GONG. CONCRETE SLB. GLUE LAMINATED BEAM T.O.F. TOP OF FRAME Landscape CONN. CONNECTION GYP. 6YPSUM O.G. ON CENTER T.O.L. TOP OF LE06ER ELEVATION / SECTION / CON5T, CONSTRUCTION OPN6. OPENING T.O.P. TOP OF PARAPET LR. PLAN NOTE W. un p CONT. CONTINUOUS H.B. HOSE BIBB OPP. OPPOSITE T.O.S. TOP OF 5HEATHIN6 g �- G.T. CERAMIC, TILE N.G. HOLLOW GORE OSA. OUTSIDE AIR T.O.W. TOP OF WALL RESTROOM ACCESSORY L1 lrri Irrigation Plan o n I �-- HDR HEADER OV. OVER TYR TYPICAL- SCHEDULE NO• Structural L2 Planting Plan d DBL. DOUBLE HDCP. HANDICAPPED D.F. DRINKING FOUNTAIN HDBD. HARDBOARD P. POST U.N.O UNLESS NOTED OTHERH15E ROOM NAME w Q DIA. DIAMETER HCR. HANGER (5) PA. PUBLIC ADDRESS UR URINAL S0.1 Notes & Details L3 Landscape/Irrigation Det ,— U DIM. DIMENSION H.M. HOLLOW METAL P.G.G. PORTLAND GEMENT GONG. DOOR SCHEDULE NO 2 Notes Details w N WN DN. DOHORIZ. HORIZONTAL P.J. PANEL JOINT V.G.T. VINYL COMPOSITION TILE SO O eS & OP. DEEP HOUR HR PL. PLATE VERT. VERTICAL DR. DOOR HT. HEIGHT PLAS. PLASTER DOLOR SCHEDULE NO. rn 00 D.5. DOWN5POUT HVAC, HEATING / VENTILATION PLN. PLAN (5) W/ WITH SO.3 Structural Details I— > U DWG. DRAWiN6 (S) AIR CONDITIONING PLYHV PLYWOOD W.G. WATER OL05ET Q' < Z o 1- P4000REVISION NO. 00 I PR_ PANEL WD. HATE S1.1 Foundation Plan E- Y 0 a) EA. EACH INFO. INFORMATION PR PAIR W.H. WATER HEATER _ ^� ELEC. ELECTRIC (AL) IN5UL. INSULATION P.S.I. POUNC? / SQUARE INCH W/O WITHOUT � 2Q ELEV. ELEVATION OR ELEVATOR INT. INTERIOR H.R.. WATER RESISTANT REVISED AREA51,2 Roof Framing Plan p• o a o 0 WSGT. WAINSCOT U rn � S2.1 Structural Details = W '" < TABULATION CONSULTANTS VICINITY MAP U 7: 0 .� ow " N eePn v�air 1f of Mir ST _ W _ U THIS PROJECT SHALL COMPLY WITH C.A.C.TITLE 24 AND THE 1994 U.B.C., ARCHITECT PETER J.PTTASSI,AtA !� "�""�` K e�+tn � _ EAST __ Y AV[ _ -`r E y " a Z "' '- RANCHO Mechanical M Z U.P.C.,U.M.C. AND THE 1993 N.E.C. PETER J.PITASSL ARCHITECT 909/980-1361 : FIRE STA. Tf W Q OCCUPANCY: A3 RANCHO9439 OAK CAMONG,SC�1 30 ��)909/944-5814 � n � $ HEn,THEa 5 of I CUCAMONGA M-1 Schedules & Legends A, (e-mail)PIP� t-� � � � gr �� < i gra .°o. _ A. Q co TYPE OF CONSTRUCTION: TYPE V.NON RATED STRUCTURAL ENGINEER RICK BYRD,S.E. "0° g ` AVS J00 8 oAu► i o 10'00 "i FULLY SPRIIdIQ.ERED BYRD AND ASSOCIATES 909/983-5599 �- ' - '�._ "_ .._ "" s, . _ �� 20 W ___<- ► M-2 Demo Plan-Meth. CONSULTANT ST.r ° 3 < < < wi ot = 53�7'�N�.RIO,EUCLID (Fax)909/983 4456 � ,eTM �" zz T � - �62,E a ��, n � � 44� o'R " S ' °�` M-3 Remodel Plan-Meth. 1 Ol�1M10,CA 91762 ` V� j N Y e ` W �— BASIC ALLOWABLE FLOOR AREA 6,000 SQ.FT. ;.-AV AS _ A I� QANOTH�S T = > g PER U.B.C.TABLE 3-b MECH.,PLUMB.,ELECT.ENGINEER KE�TV KEYFALJVE P..E. E* MTE VISTA 0,, `" R �.j ; I "ARRo YR, �, hS) MOOM VISTA >ST < S 8c K ENGINEERS 818/930.1383 VINE $ t i 4 �,, 1 , �: . M-4 Control Diag. & Detains ALLOWABLE FLOOR AREA INCREASE=6,OW X 3= 18,000 Fr. 310 E.FooTIm.L BLVD.,rloo _ � Eu,o st 4 SO - Alta`` � _ ' T ARCAD CA 91006 (Fax)818/930-1385 1 u GRANDE n `' u VINE J ST Loma tA v so 1A, I ACTUAL BUILDING FLOOR AREA • S ROA N z �T °.O. 0 61 W W °AACFR INTERIOR FINISH CONSULTANT BETTY NOLL WOOD,ASID uanA Z 7F a CT r>� u 3 LACLOU t rAA EXISTING AREA 8,228 SQ.FT. DESIGN WEST 909/899-7128 OR a �, DR " I Cr NON" NEW CONSTRUCTION 1.647 SO. FT. �1 AUA LOAEA < Alts TOTAL 9,875 13971 ANNANDALE LANE (Fax)909899-7129 : NL scH. RoeEa W - Y ST Loma RDS c,. �'�' RANCHO CUCAMONGA,CA 91739 R RCS ST _ � CT UNE � � Al Plan Check Corrections 6,5,9 CITY OF RANCHO CUCAMONGA PARKING RE LIONS WEST 9,875 230=39 -BASELINE of c.i u" ER ~ v�AR�rn l R w RD rE 9�0o R V iozoo QED' LANDSCAPE ARCHITECT LAURA BONACCORSI 1tONN RECOMMENDED BY: - -- H►u s,< R, o � 8 sT 2�— W <ALDER"'�R`OE�°° I� APPROVED BY: �' 1 PER 230 GROSS SQ.FT. CITY OF RANCHO CUCAMONGA 909/477-2740 _ W , u - _ ENGINEERING DEPARTMENT `�" D „ ,N E1AlSA "n o - < o c Z Y CITY ENGINEER PARKING REQUIRED-LIONS EAST 11,384 230=45 10500 CIVIC CENTER DRIVE I ST W > �� PAID ALTO ST 2 : � � ; � ; r W� RCE: DATE: > Z SUBSECTION SHEET 1 PER 230 GROSS SQ.FT. RANCBHOO CUCAMONGA,CA 91729 1 u E R �PAR�r " W>cAN�`E C,LEN S < z TOTAL SPACES REQUIRED 84 OF — CIVIL . p 2 Z eRo+rcA UNDIEM" frtt �° ICT JOE _ '? HOGW-Z PROJECT SHEET CNII ENGINEER JOE O'NEIL,C.E. �Uz z a o _ "Ew ST W ,PARKING PROVILED: 96 STANDARD CITY OF RANCHO CUCAMONGA 909/477-2740 Q ~ o c �� ; p` 6 H C. (2 VAN) ENGINEERING DEPARTMENT � _ ~mss mix R, y � • ` B( DATE 6Y OATE OF 104 TOTAL SPACES 10500 CIVIC CENTER DRIVE ��� R� ��` ; P.O.Box sol I ► '�f �'-^�f Q' Z Z < � REVISION DESCRIPTION Da:slcN cmr DRAWING NO. RANCHO CUCAMONGA,CA 91729 `��i /�\r n.�..,.. _i �. __.. AREa+d`o. T ENGINEER APPROVED i 1 I L I 0 N S T R E E T USED ARCy� t v M SITE PLAN NOTES *. G11446 I REN. Fl EXISTING BUILDING `rl,� ���Q► 20 NEW ADDITION OF CAUL b � [_31 EXISTING WALL LINE w 4❑ NEW RETAINING WALL %.. N _ ` , • ;, � NEW STAIRS SOB NO 60 NEW RAMP )ATE MAY 7, 1997 70 NEW WALK DRAWN ` 80NEW CURBS LIONSWEST g❑ EXISTING PARKING AREA, SEE CIVIL PLANS. 0 s I 10 EXISTING 3)-1"0 CONDUIT W/ PULL ROPE. EXTEND TO PLANTER / AREA AND PROVIDE FLUSH-PULL BOX. p { 11 LOCATE AND EXTEND EXISTING 3)-1"0 CONDUIT, 2)-2"0 CONDUIT I / I ® AND 1 -6"0 CONDUIT TO TELEPHONE ROOM IN LIONS WEST. STUB-UP DENOTES LIMITS OF WORK\ ` - ) yj/ I IN THE ROOM. PROVIDE MINIMUM 24" COVER. 3 I I 12 - I 13 NEW STRIPING PER CITY STANDARDS (� 4 2 I H.C. STRIPING AND SYMBOL PER CALIF. BUILDING CODE. L--- P4 c3 - 420'-0" 60'-t7' - VERIFY r_j_ 3 _ 17 Q 19 0.00 M--� r �0--o 7 2 ctf H.C. PARKING SIGN .......... c II 1 H.C. PARKING SYMBOL _ .......... I Q 0 r l lol E 7 i. N I b F.H. I ^ 23 © O . I f M EXISTING FIRE HYDRANT a� 0 de ctI 1113Z O L_ ....... GENERAL NOTES:ri F--� I 1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 2. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. U r c I ( I 3. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 4. THE BUILDING IS CURRENTLY A COMMUNITY CENTER. .O UJ O I o r I U w Q I I I ~ U � W N Q LIONSK)EAST 00 oc►fir, tau? uNz.p��; a (NoT,A f ►e.'T", u.N sol ~ d < Z O lt 01F- A'l� . opx SITE PLAN _ Y � cp Ua45 5A6r amw 414KLI.1 rr Q svJ � - TD nN a o 0 o ol WAI.d. � 14R-4 � �AI = w cy)vv Pq&p- /Nb nTvtr- - 7o n+s 7" F Lia.'s I _ NOT A PART - SEE ALT. PARKING ' C) - .......DRAWING SHE A-2. = U ~ P4 o _...---- ------------ _.......... W U W Q I a Q 00af no 'ONSULTANT 0 0 � 1"=20'—O" l CITY OF RANCHO CUCAMONGA RECOMMENDED BY: APPROVED BY: Z!=� ( CITY ENG NEE E: ATE: � 23 SUBSECTION SHEET ol OF — — — — — F.H. PROJECT SHEET OFF.H. �' BY DATE BY DATE 0 DRAWING No. REVISION DESCRIPTION DESIGN CITY ENGINEER APPROVED 95091 Al —W L I 0 N S T R E E T ARC,yiT o v M SOUTH PARKING LOT NOTES * C•11446 + — — — — — — — — — — 1❑ EXISTING BUILDING J'f� REN ' EXISTING STREET LIGHT TO REMAIN. OF G 2 2❑ b ❑ NEW PARKING LIGHT, SEE ELECTRICAL SITE PLAN. ` o uj / N 4 _ JOB NO DATE MAY 7, 1997 F6 - Q - BRAWN I LIONSWEST 3 TYP. � NEW CURBS I ❑ - El 3 4 / i TYP. r--- ( , , REMOVE EXISTING WALK 12 NEW CURB RAMP I 13 NEW STRIPING PER CITY STANDARDS I I ❑ H.C. STRIPING AND SYMBOL PER CALIF. BUILDING CODE. I � F u L--- - U U / I 20'-0" 60'-0" 17 �•�J ❑ ►� VERIFY - 3 TYP. .o r i L • --------- ,g H.C. PARKING SIGN ©O H.C. PARKING SYMBOL f I 2 (� 0 0 F� oll / ` E ItaN bF.H. r� ~ Q� INC I 23 EXISTING FIRE HYDRANT CjJ - t . 1 I : --------- -�/ 3 TYP. 3 TYP. ct — . 2 ADD ALTERNATE V DENOTES LIMITS OF WORK 8 '-- 4 i GENERAL NOTES: O t 1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. I ....., 2. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 3 TYP. I I 3. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 8 I ------------------ � I .o �— Lo M J I 0 r rn I i C) I TYP. 8. i _ w Q O I VU LIONS EAST W TYP 3 SOUTH PARKING LOT M � 8 ❑ � QZO � ADD ALTERNATE E- 0 NOT A PART a I I a Q 00 0 U rnrn i I w I ~ w > ........_._...._...._ ..._ U _ O 3 =------------�------------- w O ......_._ ._......._ E- pr) Z Ia Q 00 of nort :ONSULTANT 3 TYP. 1„=20'-0" I I CITY OF RANCHO CUCAMONGA APPROVED Z1&11 RECOMMENDED BY: CITY ENGINEER CE: DATE: 23 SUBSECTION SHEET 07 OF F.H. PROJECT SHEET F.H. BY DATE BY DATE OF 0 REVISION DESCRIPTION DESIGN CITY DRAWING NO. ENGINEER APPROVED A-2 95091 A2-P J DEMOLITION KEYNOTES: FIRE DEPARTMENT NOTES L. '�i'�b i p ARC C D 31. REMOVE CONCRETE STAIR AS REQUIRED FOR NEW 49. REMOVE RIES,T C TILE WAINSCOT AND CONSTRUCTION. SEE FOUNDATION PLAN FOR ACCESSORIES,TYPICAL ALL WALLS. REPAIR I. CUTTING AND WELDING OPERATIONS ON SITE SHALL BE W AND LEVEL FOR NEW CERAMIC TILE CONDUCTED WITH A FIRE WATCH PRESENT. UFC 8706 ^�--- ����INFORMATION -- - --- �45T, WAL1,, Tt> !� � 32. REMOVE CONCRETE SLAB AS REQUIRED FOR NEW 30. REMOVE WATER CLOSET,TYPICAL. 2. BURNING OF COMBUSTIBLE WASTE ON-SITE IS �I CONSTRUCTION. AL�o� ANDSITE * G11446 ,* Sl. REMOVE URINAL,TYPICAL. PROHIBITED. COMBUSTIBLE WASTE SHALL BE TO W-9r, REMOVED FROM THE SITE AS OFTEN AS NECESSARY TO ✓ � m^s 33. REMOVE STOREFRONT SYSTEM AND DOORS REN. S2. REMOVE DAMAGED VINYI.ASBESTOS FLOOR TILES J'f �. 1vIINI1vIIZE THE HAZARDS OF FIRE. UFC 8706 COMPLETE. REMOVE WALL FRA>v1n�1G BELOW TTILES AS REQUIRED BY GOVHIN DASHED AREA. ERNMENT T DISPOSE OF OF OINSI-- F19E h REGULATIONS. 3. DURING ALTERATION OF BUILDING, IF EXITS ARE 33 N L.1. Swotp I � 34. REMOVE TOILET PARTITIONS COMPLETE. IMPEDED OR FIRE BARRIERS ARE BREACHED, THE 1r� A'N b U eiiT, Sk- ADJACENT ROOMS OR AREAS SHALL NOT BE OCCUPIED CEILING. T-BAR GRID N\/� I ___ � 35. REMOVE CERAMIC TILE RESTROOM)AND REPAIR TO RECEIVE CENEW EACH 33. REMOVE MES AND LIGHT FDnURFS TOREREMAIN. DISPOSE OF OR USED. UFC 8705, 103.4.5 1 CERAMIC TILE.FILLING LEVEL FLOOR BY GRIHDRIC' TILES INED BY GOA.��HA� J08 NO 95091 1 ANDroR FLt.LING As REQUIRED. /// iii 31 `v JURISDICTION. DATE MAY 7, 1997 74 36 REMOVE COUNTER AND LAVATORIES COMP[.b"IE. $4, REMOVE T-BAR CEILING,FIXTURES AND ALL COMPONENTS PILASTER coMPL.>rTE. I)i?A1NN 79� 37. � vE EXTERIORMOVE Y PLASTER FINLSH AN7 LATHING 31i REMO 35. REMOVE GYPSUM BOARD CEILING FINISH AND ANGLED CEILING - REMOVE E TO REVEAL WALL STRUCTURE. FRAMING INCLUDING ALL LIGHTS,SPEAKERS,SMOKE ALARMS,OR PREPARE WALL AS REQUIRED FOR NEW INTERIOR OTHER COMPONENTS NOT OTHERWISE INDICATED TO REMAIN. WAIL F24ISH. 56. REMOVE CHALK/TACKBOARD. 39. DOOR(S)TO BE REMOVED ARE SHOWN DASHED, 37. REMOVE GYPSUM BOARD CEILING FINISH AND CEILINGFRAMING S3 C�9 TYPICAL. SEE FLOOR PLAN AND DOOR SCHEDULE INCLUDING ALL LIGHTS,SPEAKERS,SMOKE ALARMS,OR OTHER FOR EXIST24 FRAMES TO REMAIN AND NEW COMPONENT'S NOT OTHERWISE INDICATED TO REMAIN. LOCATION OF EXISTING DOORS. 40. REMOVE PASS THROUGH WINDOW AND FRAI+� S8. REMOVE WOOD AND GYPSUM BOARD SOFFIT AND SOFFIT FRAMING. COMPLETE. 39. REMOVE CARPET AND PREPARE SURFACE FOR NECRO�O:RNG� W 41. WINDOWFI2AI COMPLETE,tNCN'�1 - 60. RELOCATE ELECTRICAL PANELS. SEE ELECTRICAL DIEIrIOl11ION + ( 1ffJ+WwwW ►�iI� Z 42. REMOVE CABINET AND COUNTER COMPLETE. PLANS FOR ADDITIONAL INFORMATION. 74 61. EXISTING GYPSUM BOARD CEILINGTO REMAIN. �+ 43. REMOVE DRINKING FOUNTAIN. SEE PLUMBING I75 + T PLANS FOR ADDITIONAL INFORMATION. • 7E 62. EXISTING T-BAR CEILING TO REMAIN. u (MUT�AN o CZ0 f 4 oUl'� F T 44. REMOVE BASE CABINETS,UPPER CABINETS,AND 63. REMOVE SLUM PSTONE PLANTER WALL ATE(SHOWN �4 U 4ct G - APPLIANCES COMPLETE. DASHED). �• J - -+--------- 45. REMOVE BASE CABINET AND SUNK COMPLETE. r w 64. L,IIdE OF SOFFIT/EDGE OF ROOF ABOVE. 9 B 3 1 46. REMOVE HORIZONTAL SIDING,DRYWALL 65. LINE OF MASONRY LINTEL/EDGE OF ROOF ABOVE. 7 I SHEATHING,AND OTHER MATERIAL(AS OCCURS) • �-I I r I I TO REVEAL STUDS. PREPARE AS REQUIRED FOR 66. REMOVE CARPET WAINSCOT COMPLETE AND PREPARE SURFACE �` I NEW WALL FINISH 2 � �5 FOR NEW WALL COVERING. ct_ -- 47. REMOVE TI-I 1 PLYWOOD SIDING,DRYWALL 67. REMOVE DOORS,FRAME,AND HARDWARE C.(�LEM. W v T / SHEATHING,AND OTHER MATERIAL(AS OCCURS) M TO REVEAL WALL STRUCTURE. PREPARE AS 68. REMOVE UPPER CABINETS COMPLETE INCLUDING SOFFIT. �7�REQUIRED FOR NEW WALL FINISH. u 6� 69. REMOVE EXISTING T-111 PLYWOOD AND GYPSUM BOARD O r_ / � 4ti. REMOVE HANDRAII..AND PATCH WALL. SHEATHING. EXISTING FRAMING TO REMAIN. REMOVE LIGHT F71 _ 1 �\ / ( FIXTURES AND WIRING U.N.O. ~� Q 70. REMOVE EXISTING SCUPPER,LEADER BOX,AND DOWNSPOUT. T r N -T' 47 71. REMOVE PLAQUE AND REMOUNT IN LOCATION SELECTED BY O1 I OWNER AND ARCHITECT. 7�g 6 I '�-. t 70ct S6 ti3 a 72. REMOVE KNOX BOX AND REINSTALL IN LOCATION NOTED ON 37 \ N - FLOOR PLAN. Q I _ _ 73. REMOVE WOOD SffXN AND SHEATHING TO EXISTING FRANUNG r1 F O BELOW. - _= 1► �� 39 74 �G ?7 T � 74. REMOVE FIRE EXTINGUISHER AND BRACKET. T II A'I 3 I 7b 75. REMOVE EXISTING CORNER GUARDS AND CHAIR RAILS COMPLETE. r l 57 i , G - U I) t- 7 - - _ 76. REMOVE SIGNS. II III T Q f_ , r, �l� 67 / s7 �p � �)�� 77. REMOVE TOP SET BASE. N K 78. PROTECT EXISTING SHELVING UNITS IN PLACE. II Ir ( L 67 79. PROTECT EXISTING EQUIPMENT IN PLACE. SFE ELECTRICAL FOR 171 3 II \ I II 0° '° �• 55 41 ` `�� I . -� RELOCATION. FG_7�41 j II \ ` \ J 79A. PROTECT EXISTING CURTAIN AND TRACK. ADJUST LENGTH PER •-• Li ll o ''► {_ - I T \ -. I 41+1 FLOOR PLAN. II \ 79B. REMOVE WINDOW COVERINGS COMPLETE. 57 W 11 11 ACT (/"N 111 35, �±' Z� I _ _ L_- I^ w-, � � � 3� I � j � z Q r\ GEvMULNOM. I-- - Y o 3 II O -- < � oa 7 S7 4� G5 �� _• SDEMoImoINFORMATION. TRICAL Dloutlox PLANS FOR ADDITIONAL 0. = O < 0 0 O �73WU i EXISTING VINYL FLOOR TILES TO REMAIN EXCEPT WHERE NOTED OR AS W _ REQUIRED DUE TO DEMOLITION OF OTHER COMPONENTS. REMOVE AND 71 DISPOSE OF TILES AS REQUIRED BY GOVERNMENTAL REGULATIONS. o� U = O 3 d3 70 w ; NOTE: 1. REMOVE ALL ATTIC INSULATION. wen Z - - -- - _ 2. REMOVE ALL EXISTING ACCESSORIES Q a - Az - - - - -- g _ INCLUDING BULLETIN BOARDS AND p- Q co or SIGNAGE ATTACHED TO WALLS AND ,- ---- RETURN TO CITY. TYPICAL ENTIRE BUILDING. ONSULTANI -- -- --- 3. REMOVE ALL WALLCOVERINGS IN - -- ENTIRE BUILDING COMPLETE AND - - - -. REPAIR WALL SURFACE TO RECEIVE 3 NEW FINISH. SEE FINISH SCHEDULE. A C E 4. REMOVE ALL PLANT MATERIAL WHICH HAS ATTACHED ITSELF TO THE 3 BUILDING. 0 Plan Ctwick CorrecWm 6/597 OF RANCHO CUCAMONGA n o rt APPROVED 81f: '6FEDWAM MOM: CITY ENGINEER stTwee'row ttmm 01= sr WE tr MW a >,8 DEMOLITIONFLOOR PLAN .. = r-0.• ° REVISION � 1 WALL LEGEND ' FLOOR PLAN KEYNOTES: ARC Cy�T C D 80. KILN SUPPLIED 13Y CITY OF RANCHO CUCAMONGA,INSTALLED BY 100. (%"OUTSIDE DIAMETER PAINTED PIPE HANDRAIL MOUNTED AT 36" v� q _EXISTING 2X4 STUD WALL. v CONTRACTOR. p►BOVE STAIR NOSING OR RAMI'. � Q WITH R-11 INSULATION TO REMAIN 81. 24"DEEP PLAS"ITC LAMMAITI)BASE CABINET. SEI:TN•ITRIOR 101. 1;XISTING ATTIC ACCESS LADDER AND ROOF HATCH ABOVE. G11446 ELEVATIONS FOR ADDITIONAL.INFORMATION. �"aS�AIR -q*4#%rT TO .-NEW WALL WITH 2X4 STUDS AT 16"O.C.. 102. EXISTING MOP SINK. I 82. 12"DEEP PLASTIC LAMINATED UPPER CABINET. SEE INTERIOR PBL *ITH R-13 INSULATION ELEVATIONS FOR ADDITIONAL INFORMATION. 103. WATER HEATER. 2X4 STUDS AT 16"O.C. WITH 5/8"TYPE"X" 83. STAINLESS STEEL.SINK. SEE PLUM131NG PLANS FOR ADDITIONAL 104. URINAL,TYPICAL. SEE INTERIOR ELEVATIONS AND PLUMBING ,C OF C GYPSUM WALLBOARD EACH SIDE. RUN WALL TO INFORMATION. PLANS FOR ADDITIONAL,INFORMATION. ROOF SHEATHING UNLESS NOTED OTHERWISE. X81 �, ( 84 2 X 4 STUD WALL WTTII GYPSUM BOARD EACII SIDE.OAK CAP 42" 105. WATER CLOSET,TYPICAL. SEE INTERIOR ELEVATIONS AND CONSTRUCT AS INDICATED FOR-ONE-HOUR _ ABOVE AND PARALLEL.TO RAMP. SEE INTERIOR ELEVATIONS FOR PLUMBING PLANS FOR ADDITIONAL INFORMATION. ;ASSEMBLY PER 1994 U.B.C. TABLE 7-B, ITEM NO. 51-t►� 1 TL t ,t i ADDITIONAI.INFORMATION. 9SO91 _ '�o 106. 24"DEEP SOLID SURFACE COUNTERTOP WITII LAVATORIES. SEF. JOB NO 17-1.3. PROVIDE R-13 INSULATION - I 85. EXISTING STAIR WITII NEW ITANDRAILS. PLUMBING PLANS FOR ADDITIONAL INFORMATION. ZZZZZZZZ� / EXISTING C.M.U. WALL. 1 86. EXISTING CURTAIN AND OVERHEAD TRACK.TRACK ENCLOSURE TO 107. SOLID COMPOSITION TOILET PARTITIONS. SEE INTERIOR DATE MAY 7, 1997 BE RE-FI1415W-P SEF.FINISH SCI I EDU1.F-hDJU5T TRAQ<AN0 ELEVATIONS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. )Rl��JVN CQRTA1N wa4e;TH A5 REspul RLQ• - - - Ur' 87. SKYI.IGI IT SI IAFT ABOVIi. 108. REFRIGERATOR. Sla?SPI:CII(CATIONS FOR AI)DITIONAI, __NEW SLUMPSTONE WALL _ _-_--_.._-- INFORMATION. 88. DISPLAY CASE WITH CLEAR,TEMPERED GLASS SHELVES AND 1 _ A,ASLIDING IX)ORS. SEE,INIERIOR ELEVATIONS FOR ADDITIONAL 109. RANGE. SEI;SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 EXISTING WALL TO BE MODIFIED AS RE M sI I f , d ( INFORMATION. REQUIRED 110. NOT USED Q � ( I I $-T 89. STORAGE CABINET.,SEE INTERIOR ELEVATIONS FOR ADDITIONAL m TO MEET THE REQUIREMENTS FOR ONE-HOUR ao __ ASSEMBLY PER 1994 U.B.C. TABLE 7-B, ITEM NO. INFORMATION. 111. tiTAIM.ESS STEEL SINK WITH DISPOSAL. SEE PLUMBING PLANS FOR 17-1.3• PROVIDE R-13 INSULATION III IB 90. 8 X 6 X 16 SLUMPSTONE PLANTER WALL WITH SLUMPSTONE CAP. ADDITIONAL INFORMATION. r M� SEE ENLARGED PIAFOR IiEIGHT'. � l J - N V I I I 23 w 112. 24"DEEP PLASTIC LAMINATED PANTRY. SEE INTERIOR ELEVATIONS -HR. CORRIDOR PL.i 3 G�s�c j,� I ( ( I I �'` �" 91. EXISTING SLUMPSTONE PLANTER WALL,. FOR ADDITIONAL INFORMATION. 1 EY T' NV H �`�'A t N 1 q q III ! I (.,+AX,GI:l.►, LDAC�= I Qof 1 I ( I92. 8 X 6 X 16 SI,IJMPSTONE PLANTER WALL WITH SLUMPSTONE CAP. 113. 18"DEEP PLASTIC LAIvIINATEU COUNTER. SEE INTERIOR _w^4.•- TD 1S �'-4' ti! -g �✓-� I I I I TOP OFWALL 6"ABOVE:FIN1S11}:D FLOOR. 1 LEVATIONS FOR ADDITIONAL INFORMATION. O • j Ply 7 ToP .; r i Is 100 i I I I ( 93. PROVIDE FURRING OVER EXISTING WAIL AS RI:QIIIRED TO CLEAR 114. 1ADD V.C.T. FLOORING AS REQIJIRI:D TO MATCH DEPTIi OF EXISTING _ • _ 17 I EXISTING MASONRY PROJECTION. tLOOR NG. • mat; GoNC. W U , �l A B $ 23 i ( I I { I 5'TFs1�3 TO R•E.N1fR{hI 94. STOREFRON 'FRAME AND GLAZING TO MATCH EXISTING 115. EXISTING FIRE-RATED WINDOW ASSEMBLY, TO RF�+tN , -- I€; I I I 1 " I STORE RONT"TYPE.. ' t I 8 O 7 Q N 116. 1'-4"WTT)1:SLOPING SI,IJMI'STONI WALL Willi SLUMPS, CAP. �. _ (3S 137 95. LINE OF SOFFIT/EDGE OF ROOF ABOVE. �/ I I i I 0 ► 117. 8 X 6 X 16 SLUMPSTONE PLANER WALL.WITH SLUM[PSTONE CAP. I I I I d 13 96. LINE OF MASONRY LINTEL/EDGE OF ROOF ABOVE. TOP OF WAIL LEVEL bUhT}{ FINIS(ill)FLOOR. I Z 2.0`- O it - -- ^ - ^-- - I I7. MGH J I,OW DRINKING FOIJN PAIN. SEF:INFERIOR ELEVATIONS AND 118. q'-(1"X 4'-0"ST'OREFRON T WINIX)W. Uro I PLUMBING PLANS FOR ADDITIONAL INFORMATION. • d 119. 8 X 6 X 16 SLUMPSTONF.WALL WITI I SH JMPSTONE CAP. TOP OF Z ' �8 )8. PLASTIC LAMINATED STAFF SERVIC1i COIMTER.SEI?INTERIOR WALL.3'-6"ABOVE I�INIStliil)I�L(X)R. V 1 ^ O V I;1.1 Q �� ELEVATIONS FOR ADDITIONAL.INFORMATION. T ' l p I IIS 3-0 120. 8 X 6 X 16 SLOPING SLUMPSTON WALI.WITH SLUMPSTONE CAP. r, 99. 8 X 6 X 16 SLOPING SLUMI'S'fOM WALL WITH SLUMI'ST'ONE CAP. q •_ TOP OF WALL TO BE PARALLEL"TO 1'4"WIDE SLOPING WALI,TO 121. 1'4"WIDE X 2'-0"DEEP SLUMPSTONE PILASTER TO MATCH F7 7-1 134 „ z U = u 4:H 3 (/Y�P►�c.06�• L O,AV s35) _OI 9 = I WEST OF STAIR. EXISTING. 122. kAMP WITH 1:12 MAXIMUM SLOPE. SEE SITE PLAN FOR O Z _\ 114 ELEsVA"TIONS. • 11.•I i r �Yi• 1 `!�•; `,, "y , � 136 I� \� _ - -.- _- Ct t o i 11 1 u _ „ 2 Z 13 -4 12-0 5-4 I I4 8 :136 - _,� - 138 00 u t 0 1 n 1 n $ I' ,pGG/ 1. 4T1 �A• I 'obp 135 `� - - - - -y Ig w v j - - - - N W -a STORAGE 10 134 13� 2 134 �9 t 2 / TRUSS o ' Se -. 14 17 0 - < U - _ -1 `) ''� �-0 �7 1ro 137 (�r x�. Low I-13 e,,15 s.�. LLJ I B"TREAD Q . _ -- 3 4"ti 27 {2(0, �'-R• ' ` 4-o 2Ru(v fl►.r - _m I $ n 1 11 1 a L4 : 1 r,;_ W c00 fn I -4 -� , - J O _(-J I < CO N ` �' 13 A S" 118 �-- I ,_7 `1 ' f) - 1 _ Z o j�74 ' 134 ± _� 20 I 2¢1 I I I o 0 • I ^ f u O ;def - I /21 t I i�l� o�G i / 0. = p Q o 0 • - \, 4'-3 W 23 l=ix� lel LEq. 132 W - 1 I V - s Sy 7-o E U a J .b ° EL. b I 1 � 5 - -- - - - �0 5 w 3 _ 0 i _,_- _ _ C o U .,1 • -0 2(�-0 .-0 1 .. ..��_,_.,� �`, _ 1. _._.._ '_�� 24 ,. �- NOTES RL5•€�, t Q 2 32-8 2Lti 'o �I f 3q� - T -�-`- 1. l�•-.- CORNER GUARDS. to 2. INSULATION: EXTERIOR WALLS: R-13 oN NEW WLLS R-1 IAT EXIST, WALLS . -'ONSULTANI • °I °i6 ATTIC AREAS: R- 3a Tr► +oUT ' 3. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF-CEELINGS SHALL BE PROTECTED AS REQUIRED IN UBC SECTIONS -• _ 13°lA �) 709 AND 710. A Up 4.,yyy� VERTICAL LOUVER BLINDS. 5. PROVIDE R-13 BATT INSULATION AT ALL EXISTING AND NEW RESTROOM WALLS - -11-4" - � 4'-oi1 Q Plan Check Corrections 6/5/97 C17Y OF RANCHO CUCAMONGA APPROVED BY: '/%��! '��// : RECOMMENCED aY: CITY ENGINEER/-`� �' r n o rt RCE: DATE: 9�- SUBSECTION SHEEr OF PROJECT SHEEr OF i 13Y WE BY WE FLOOR P ,�8.. - -0.. 1 o REVISION DESCRIPTION umm C" =-4 Doom= APP IONED r V) 1 NOTE: SEE SHT. A-4 FOR FLOOR PLAN KEYNOTES, CONT. sED ARCy,T LL LEGEND. J. v 123.OAK CAP 42"ABOVE P ATFORM SEE INTERIOR GYPSUM ARD EACH IDE * G 11446 I I I gli g I ON �11 { ELEVATIONS FOR ADDITIONAL INFORMATION. REN. 124. 8 X 6 X 16 SLUMPSTONE WALL WITH SLUMPSTONE ' q1 13$ OF CAI�� CAP. TOP OF WALL 2'-0T ABOVE FINISHED FLOOR. 4`0I 125.HIGH POINT OF SLOPING WALL 8'-0"ABOVE FINISHED FLOOR. ow 7_,L� — —— —— — O O + 126.LOW POWr CONCRETE WALK SLOPING WALL 3'�i"ABOVE JOB NO 95091 4 - - - i 127.LOW POINT OF SLOPING WALL 3'-6"ABOVE FINISHED )ATE MAY 7, 1997 FLOOR. 10 ' 128.HIGH POINT OF SLOPING WALL 3'-i"ABOVE FINISHED )(�1�,�,/�N FLOOR. cr _ I 2 i- r �1 oii - I 15 S 129. 8 X 6 X 16 SLOPING SLUMPSTONE WALL WITH _t I I( I SLUMPSTONE CAP. TOP OF WALL 3'-6"ABOVE AND PARALLEL TO RAMP. 133 I 130.LINE WHERE SLOPING AND FLAT WALLS MEET. FIELD I� I VERIFY EXACT LOCATION. 8 MEN'S 110 I L �+ 1 � I°$ KITCHEN 115 = 131.CONCRETE STAIR. SEE STRUCTURAL PLANS FOR WOMEN'S10 I ADDITIONAL INFORMATION. +i i I I 132.EXISTING WALL MOUNTED MIRRORS TO REMAIN. Z I(l� $ I 7 - 10 PROTECT IN PLACE. [� L O _ 133.SOLID CABINET PANEL. 4 �r•� 134.WALJ.PLACQUE SIGNS. SEE DOOR SCHEDULE FOR 0 4 COPY. M 135.PROVIDE CHAIR RAIL BY I.P.C.#300(SEE SPECS.). U pl MOUNT AT+36"TO CENTERLINE. ct 136.PROVIDE 4'X 6' CONFERENCE UNIT SURFACE If - 3b MOUNTED WITH TOP AT 6•-6"AB.FIN.FLOOR. _ �F" " 4� -� 137.PROVIDE OCCUPANT LOAD SIGN TO READ"MAX[MUM u 101 j _ OCCUPANT LOAD ". SEE PLAN FOR ROOM ~� �"� � . rl 17-4-5 N I G +1 LOADING. ^ �� GLIA 1 1 I 138. SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH A - O 2A-TOB,C FIRE EXTINGUISHER. w V 139.BI-PASS TTIRU WINDOW CLEAR TEMPERED GLASS IN 1 RECESSED TRACK IN COUNTERTOP. ALL THREE v PANELS SHOULD SLIDE. s O 139A. PROVIDE WATERPROOFING AND BACKFILL O PROTECTION BOARD AT ALL MASONRY O ~� 1 RETAINING CONDITIONS WITHOUT EXCEPTION. north 139B. BENCH. SEE SPECIFICATIONS. U north Q1 c 13°IG � Sa-�-,!�,! KNE. W� • " ct .� 131 C�• PI¢oVI1�E (e� G�SSI-� KNo�t gGx PCS RC,�" 1'�, ST/tN✓,�1�, H-J O I�—�-� n1/4" = 1'-0" 1/4" = T-0"' 2 WASHROOM ACCESSORIES SCHEDULE:KITCHEN ENLARGED RESTROOM ill ENLARGED C 1 SYMBOL MODEL NO. DESCRIP'T'ION U lO. B-8221 COUNTERTOP MOUNTED ALL .O PURPOSE SOAP DISPENSER. 2. B-3944 SEMI-RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE. Q `— U-) O C) 3. B-5806 X 36" 1-1/4"DIAMETER GRAB BAR. < U < p. W 4. B-5806 X 42" 1-1/4" DIAMETER GRAB BAR. ^ Q _. w v U 5. B-3574 RECESSED COMBINATION UNIT, WOMEN. `- Q - co o c 6. B-3474 RECESSED COMBINATION UNIT, ¢ z o 0 MEN .o ^ O O 7. B-3479 SURFACE MOUNTED COMBINATION a = o Q P P U UNIT, MEN, x wQ 8. B-357 PARTITION MOUNTED COMBINATION �, U = o UNIT. w 3 = 0v P U 9. B-262 SURFACE MOUNTED PAPER TOWEL cn z DISPENSER. `�' u Q Cl. Q cc a NOTES: 1. ALL ACCESSORIES LISTED ABOVE ARE MANUFACTURED BY 0NSULTANI BOBRICK. 2. ALL EQUIPMENT SHOWN WHICH IS NOT DIMENSIONED TO THE MOUNTING HEIGHT SHOULD BE MOUNTED AT THE ITEIGlITS REQUIRED BY CALIFORNIA ADMINISTRATIVE CODE TITLE 24. CITY OF RANCHO CUCAIr>IIONGA BY: APPROVED BY: % (�,r 'ifi✓,, '�� / RECOYYENOF� CITY ENGINEER r RCE DATE: T� SUBSECTION SHEET of PROJECT SHEET of BY DATE 9Y DATE i Q REVISION DESCRIPTION DOM amr o+owEoe ,�n�ouEa , A B SECTION KEYNOTES: SEO AA�yi I'1j p 140. 1%"OUTSIDE DIAMETER PAIN 1E1)PIPE IiANDRAIL MOUNTED AT3&'l ABOVE STAIR NOSING OR RAMP. I 141. SCUPPER,LEADER BOX,AND DOWNSPOUT TO MATCH EXISTING. *. G11446 *, 142. 4'4)"X 4'4)"STOREFRONT WINDOW. STOREFkONT FRAME AND GLAZINGTO MATCH EXISTING STOREFRONTTYPE. ••��,, REN. - 143. SSTOREFRONT TOREFRONT TYPE FRAME AND GLA7ING TO MATCH EXISTING v�9� OF c / 144. 1'4"WIDE X 2'4)"DEEP SLUMPSTONE PII,ASII;RTO MAT'C11 -- - \� EXISTING. 145. PLASTER SCREED TO MATCH EXISTING,TYPICAL. SOB NO 95091 146. 8 X 6 X 16 SLUMPSTONE WALL WITH SLUMPSTONE CAP. SEF.FLOOR 0 - PLAN FOR HEIGHT. DATE MAY 7, 1997 lD - --- -- I 147. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATII oVE12 -TJ I FRAAV OG. )RAWN - 148. SEE STRUCTURAL PLANS FOR ROOF AND SOFFIT FRAMING. 149. CONCRETE SLAB. SEE STRUCTURAL PLANS. Q D 150. 5/8"TYPE"X"GYPSUM BOARD CEILING OVER CEILING JOISTS PER � pQ14 STRUCTURAL PLANS. _ _.--- _--- 151. EXISTING ROOF STRUCTURE. r I/ - - - 1 ' V 152. TOP OF NEW PARAPET TO ALIGN WITH EXISTING PARAPET. 153. CONCRETE STAIR. SEE STRUCTURAL PLANS FOR ADDITIONAL s INFORMATION. 154. 8 X 6 X 16 SLUMPSTONE WALL. • ---- c ICJ Fil 14 155. DOOR(S)AND FRAME- PER DOOR SCI IEDULE,TYPICAL. W U 156. RAMI'WITI1 1:12 MAXIMUM SLOPE. SEI:SITE PLAN FOR • ELEVATIONS. U 76 n C3 U � H Uro SECTION AT ENTRY PLAZA AND GALLERY WEST 1/4" T-0- ct c � SUMM A B NOTE: SEE FLOOR PLAN w FOR KEY NOTES O �, n 12` loa 116 114; It'I SHT. A-4, A-5 ct con I 1, o tet. w,a� � NOTES_ � cot�IG. ,-� ,�T� �T�Y O I p-.7. -- �'.�. G, U oN MA5T, - z t3 I i 14 5 �.., + loo 111 To lvf�l � -- U-) o 100 E.J131 LLJ Q o __ � -- _ U') • oma 4 — - –v - = WQ �, � CoQ 0 0 .( - - L3 I Q P P P - il$ OQoo __ __ - I s I O a �• _ .. U O P 1 127 E,s "T W64,W64, t�K ,SES G1�/I L. C�n,�i. -� �, j - - U LL Too - o wj 04 3 = 1 117 eco // 13i IDo ISI TDO 1(°{ - 'n z yy- 1`10, F-vR. w Q Q 6�V . 12I a Q ao a _ qz F1561 ONSULTANI (00 ' u10 5 �P TI AT ENTRY PLAZA ,/4.. = r-0-� SECON3 �KAAAP CITY OF RANCHO CUCAMON" 13 A 6 126 APPROVED BY: REcouuENOEn BY. Hort CITY ENGINEER RCE: 24953DATE: hw SUBSECTION SHEET A C OF PROJECT SHEEP BY UVE BY ah OF 1/4" = Y-0" 2 0 REVISION DESCRIPTION oES�oN pnr ~140c ENLARGED ENTRY PLAZA FLOOR PLAN — 1 �Ep ARC,S,�� J. v C,11"6 RM 9�OF C I Joe NO 95091 I rSATE MAY 7, 1997 CTI i vro --+----t?-- V • W � vco O • P(N` ,- W , U rove TRS#o5� v _ALF As 'ocr � v4� � Uro O a� V I� VINYL PATTERN I •' h ''X LINE o O 71 O I YIN1(L PATTERN 2 VGORCt � sG7�ED V CON CKF-TE - - - - VINYL PATTERN 1 13 tl ❑ n ❑ Q ❑ ❑ C7 1:1 a ❑ 13 � G6N'1'ER LINA o� VINYL PA-r'rkN 3 '` ❑ d C7 t7 Q 17 �1 �1 o _ d a ❑ d d II ❑ ❑ �, a cn cT t T P 2 P 2 - O L1 C] �I t7 Cj 17 L7 ❑ < ` z o ��:- ��• fit: V I YI (^ - Y o _ - �XiS�IliG i �LoO V I ❑ ❑ ❑ VINYL Pf.TTERN 5 II D ❑ a- = 0 Q o 0 I U x f. n b ❑ n t n ❑ ❑ Q 4,F_NTER LINE OF U ~ v LL = VINYL PATTERN 4. o w ; _ C 0. 0GT 1 � Z i NOTE: w Q CL Q to � FLCM TILE LAVOW IS SHOWN AS A r-o~ x 7-0- GRD FOR aAWY. i FLOOR TLE SIZE IS 12" x 12" SEE SHEET A-S FOR MORE DETAL OF TLE PATTERN. ONSULTANI port f C"1 % RMCHO CVCAMOWA APPROVED BY: RECOMMD O 0% CITY ENGINEER RCE: 6 �a•noM OHM of FIRMIM OHM sr t er am or TILE LAYOUT PLAN 1/8„ = T-0- 1 REVISION DESCRIPTION DOMCITY 0%#Mm-mn I AR Cy/T JV4i Q�1 O� * C-1 1446 1 fr ,n NJVWUW t �1 �r`. 'k ,l.� .►..w �'�` `�0��\� •� iV1f r:nNv I I vw JOB NO 95091 1 V tai.IVl/VUWIf JVwWtNW DATE MAY 7. 1997 :c DRAWN I mown I N"ow -4- � - Y X T L Aw rin fv j VINYL PATTERN 1 VINYL PATTERN f� V1 V3 El vl ® v4 VINYL PATTERN 40 c� V5 V1 V4 SCALE 1/4"=l'-O" MOM V2 ® 1:1 ■ ^x, V3 SCALE 1/4 "=l ' -O" x V2 ® V5 r 1 �./ w WJ V3 SCALE 1/4"=1 '-0" � Uro VINYL PATTERN 2 V1 V4 V 1 O a ■ w V2 Em V5oz U V3 SCALE 1/4"= 1'-0" O Z r� U � ►-� U .o < o o TILE PATTERN 1 uti TILE PATTERN 2 < U l v 2 v ti n, v �, r� RESTROOM FLOOR P v , v v v „ T1 EMT3 GROUT G2 T6 3% �' W Q 40 V) �- T2 TILES 4 " X 4 " ® T4 c a ❑ T5 97% _ azoo x O _ O O 2 X 2 OVERALL PATTERN P. = O a o 0 U GROUT 1 ,;; x a ALL PATTERNS MASTER-SET 12" X 24" SHEETSFA � O F- Ce o U M Z W a a VINYL PATTERN 5 �'- Q co a OVERALL VP5 TO BE CENTERED BOTH DIRECTIONS IN ROOM. CONSULTANT F] V1 ® V4 SCALE 1/8"=1 '-0" V2 V3 ® V5 port C17Y OF RANCHO CUCAMONGA APPROVED BY: CITY ENGIN RCE: ' wNectaN �ccr of • PFAW 8HW k or Br QAiE it am TILE PATTERNS 1 Q REVISION DMCRlKM ooaoa on "°A_g i ARCy/� J. v *, G11446 REF. CLG. PLAN KEYNOTES: 170. SUSPENDED T-BAR CEILING GRID AT+9'-0"Willi 2 X 4'IEGUI.AR ACOUSTICAL TILE. OF C M 1110 I I 171. SUSPENDED T-BAR CEILING GRID AT+7'-10"WITH 2 X 4 TEGULAR ACOUSTICAL TILE. l� . I 172. EXISTING SUSPENDED T-BAR CEILING GRID AT+9'4"TO BE JOB NO 95091 PAINI1:1). INSTALL NF,W 2 X4'I'1?GUI.AR ACOUSTICAL.TILT'.. I 1 173. EXTEND EXISTING CEILING WI"171 NEW SUSPENDEDT-BAR CEILING DATE MAY 7. 1997 GRID AT+9'-4"AND 2 X 4 1EGULAR ACOUSTICAL"PILE. ( (oJ �o� $ 174. EXISTING CEILING AND LIGIITING 1'O REMAIN. 175. 5/8"TYPE"X"GYPSUM BOARD CEILING AT+8'-0." 176. 5/8"TYPE"X"GYPSUM BOARD CEILING A'I'+9'4)." 177. 5/8"THICK TYPE"X"GYPSUM BOARD CEILING AT+10'-0" 178. EXISTING SUSPENDED T-BAR CEILING GRID AT+8'-0"TO BE PAINTED. INSTALL NEW 2 X4IEGULAR ACOUSTICAL TILE. 71 179. EXISTING SUSPENDED T-BAR CEILING GRID AT+10'-0"TO BE ..� PAINTED. INSTALL NEW 2 X4 TEGULAR ACOUSTICAL TILE. T 1 pu 180. EXPOSED ROOF TRUSSES AT SKYLIGHT"SHAFT. w i o ( 181. SB"T1ECK GYPSUM BOARD CEILING AT+7'-0"ABOVE}LAI-FORM. 182. EXTEND EXISTING CEILING WITH NEW SUSPENDED'r-BAR CEILING GRID AT+10'-0"AND 2 X 4 TEGULAR ACOUSTICAL TILE. U I$2- 1�3 1 44�I",A'i'f1ri j"�t'�W -_ T � . To I�n�1PsCiy 183. 5/8"THICK GYPSUM BOARD CEILING AT+8'-0"ABOVE PLATTORM. !, J 1 I 175 184. WALL-MOUNTED LIGHT FIXTURE TO REPLACE EXISTING. SEE U Ct I ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. ^ C� 185. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH AT+8'-0." VJ NIV � U � p 186. EXTERIOR PIASTER SOFFIT OVER EXPANDED METAL LAIN AT R00 p r- AM1 NG. ~� 170 187. INDIRECT FLUORESCENT LIGHT FIXTURE. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. rV/ ct \ �:) � V1 V1 U Vi 188. NOT USED .. ` v 2 0 ® � � ZU = U S E ct 189. 84 4 X i 4*SKYLIGHT. SEE SPECIFICATIONS. �� 190. 2�I VENT SGR� ® w ct V 1�g --� :P �Q :o; 17y iO' LEGEND: z o � r I I�7 X75 17� __ S7 2' X 4 RECESSED FLUORESCENT LIGHT FIXTURE. F--� � ® (� � �. toy 17 VX 4' SURFACE MOUNTED FLUORESCENT LIGHT S co IFfI � I FIXTURE WITH LENS. I ,a ( � I .O� �0) rx 175 VJ ►eETU 1Q1V AI►e QUI LLE I SES MEUi, PL,Rt,�, 1q0 I ® ® ITT ® �p� RECESSED DOWNLIGHT. ►— ,n o I ta► �\ ® EXIT L-I wT1 SES El.-rr-1-Rlr-HL FLAW o �, Ij\ .NEW FIXTURE IN POSITION OF EXISTING FIXTURE. < U Q Mi I�0 W P GEIL-l40 MTD, SP9skB21 Sly EL.EG1klcA- PL--" � w N a S 1 ® r U r ® ��' ® ®��` 1� O� �� `t P, WALL MOUNTED FIXTURE. �n Wa � cc (� 17� ALLOWANCE: ~ c > r Q C o v 41 Z � v I. PROVIDE A$1,500.00 ALLOWANCE FOR y o P P �7Z 01 REPLACEMENT OF T-BAR GRID SCHEDULED a CD 0 TO BE RETAINED AND FOUND TO BE a = o a P (> U U \ _ DAMAGED OR OUT OF LEVEL. WORK SHALL w x � To t�' BE DIRECTED AT THE DISCRETION OF THE a 5 SCOWNER. � O = o lQ� GENERAL NOTES W Lv o• U SET.MECHANICAL AND ELECTRICAL PLANS FOR ADD( TONAL ~ 'n Z I�j 175 I, INFORMATION. w v a 2, PATCH CEILING WllEltl:I:XIS'I1NG EQUII'M}:N"1',FIX'I'l1RI?5,OR WAILS ARE' a. Q co a REMOVED. 3. SUSpplaq-P CEILINGS 5KALL C-vMpt-Y WITH LJDc -TABLE !2 ) IG-0 4 fro-B• ('ONSULTANI 186 (71 4. Sr=:L-: DETAI L- 12/A22 ff�I'z s4JS,�Sl Ot4 5, ^LL LIGHT5 W ITH IN -14E 1-HR GORfq XF-t (GAt-L r--*Y t&6r)15HALL- pE Li010E OUT wl 5/8)' T-rl"r--- 11X" THE TI NG, A � E NOTES, LEGEND C17Y OF . RANCHO CUCAMON" APPROVED BY: �. % r /,, '!' RECOMMENCED lir' nort CITY ENGINEER RCE: ATE: SUBSCC ION SHEET OF PROJECT SWEET er on>E err IaATE or REFLECTEDCEILING PLAN 1/8" = r-0" 0 REVISION DESCRIPTION DOM ��, - ROOF PLAN KEYNOTES: 5Eo ARcy,T a \��Q�,��R C D 200, EXISTING ROOF HATCH. v *, G11446 j 201. +8'4"X 8'4"SKYLIGHT. 202. EXISTING EQUIPMENT SCREEN TO BE REPAINTED. f REN. 203. EXISTING MECHANICAL UNIT,TYPICAL. SEE 19c�'OF 0 MECHANICAL PLANS FOR ADDITIONAL INFORMATION. 204. NEW SCUPPER,LEADER BOX,AND DOWNSPOUT TO 95091 MATCH EXISTING. JOB NO 205. EXISTING SCUPPER,LEADER BOX,AND DATE MAY 7. 1997 I DOWNSPOUT TO REMAIN. j Zq 206. NEW ROOF. SEE STRUCTURAL PLANS AND DRAWN 1 SPECIFICATIONS FOR ADDITIONAL INFORMATION. 207. EXISTING EQUIPMENT SCREEN TO BE REMOVED. Fl. 'i 1L '� 208. NEW -0 O O.C.Two MaTCH�ExIs�TnvG�3'fi THROUGH POSTS CLEAR AROUND UNITS. 209. NEW MECHANICAL UNIT,TYPICAL. SEE MECHANICAL PLANS FOR ADDITIONAL �1 INFORMATION. 9 210. EXISTING ROOF CRICKET TO REMAIN. r T 1 a 211. EXISTING ROOF CRICKET TO BE REMOVED AND REPLACED WITH NEW ROOF CRICKET AND O P 2b ROOFING. Z C� 212. EXISTING ROOF CRICKET TO BE REMOVED AND I REPLACED WITH NEW ROOFING. V 6 1 213, NEW ROOFING,PATCH AND SEAL TO EXISTING U U ROOFING. , �14 214. EXISTING ROTARY ROOF VENT TO REMAIN. 21� P4� 215. EXISTING ROTARY ROOF VENT TO BE REMOVED E"�I p AND RELOCATED AS SHOWN. REPAIR ROOF I OPENING WITH NEW ROOF SHEATHING AND SOLID ~� Q) • ! BLOCKING AT ALL EDGES OF NEW SHEATHNG. I PATCH AND SEAL ROOFING. Z ct3 216. RELOCATED ROTARY ROOF VENT. V / c" 217. FRAME AREA DEAD FLAT AS AT EXISTING TOWERS. r 1 PROVIDE NEW ROOFING. v v � 1 r\ 218 218. NEW CRICKET WITH NEW ROOFING. PATCH AND cz SEAL TO EXISTING ROOF AS REQUIRED r� r4 1 1 14 2 2 I I 2p3 I - 219. NEW 24 GA.G.I.G.1.COPING AT ALL NEW AND 15K IST WALLS` • I / 207 209 21 f f _I - tl 7 � NOTE: 1. PROVIDE A $3,000.00 ALLOWANCE FOR O REPLACEMENT OF DRYROTTED ROOF 211 E--1 C21 SHEATHING OR SIlvIILAR ROOF FRAMING 1 MEMBERS DISCOVERED TO BE DAMAGED. ^ J 2. PROVIDE $2,000.00 ALLOWANCE FOR f--� REPLACEMENT OF EQUIPMENT SCREEN <--� �,.,� 212 SHEATHING OR FRAMING DISCOVERED TO ` # BE DAMAGED. Dim � t 2G 4 e' 7 ) [ )( � P �-- 206 ,� / I _ New Roofing: Roofing at new construction shall be Built-up, Q w N � 07 11 ; Gravel surfaced, Hot-applied, Bituminous Roofing. I II o ..See Spec. Section 07510. ' � o Q QzCO 0 \ I .._.... = P P U w � X IM�r 'rINP+R.Y NDN wc}tAOST ►`'M Mf�:00 200 - U c� U o 2 QQ I a, Q ao 5 - 5 2 ONSULTANI 0 A C E NOTES 0 Plan Check Corrections 6/5/,n 1CITY OF RANCHO CUCAMON" nort RECOWIENOM BY: APPROVED BY: CITY ENGINEER RCE: 7ATE: SUBSECTION SHEET of PROJECT SHEET Br j GALE Br GATE of t ROOF PLAN 1/8" = 1r-0.. 1 o REVISION DESCRIPTION M'mr a C E 22-1 2D ¢ a uv 22 DAR _ zz� DEMOLITION ELEVATION KEYNOTES: * C-11 446 __ 220. CERAMIC'ITLE BAND AND WOOD TRIM TO BE REMOVED COMI'LE1T ,100 TYPICAL. �`231 limp: I F CAl IL - -- - 221. WOOD SIDING,TRIM,AND DRYWALL SHEATHING TO BE REMOVED I� f COMPLETE,TYPICAL. LIE - - 222. EXIS'ITNG EXILRIOR PLASTER F wlSl l 1.0 REMAIN,TYPICAL. r/11'TG+j'�TJRE A'� o RerhIFR 'As (Q�I REb, J08 NO 95091 223. EXISTING PLASTER SCREED TO REMAIN. East r 224. STOREFRONT WINDOWS AND DOORS AND WALL TO BE REMOVED DATE MAY 7. 1997 COMPLETE. 225. CONCRETE STAIR TO BE REMOVED COMPLETE. )RAWN 226. NOT USED 227. EXISTING SCUPPER,LEADER BOX,AND DOWNSPOUT TO REMAIN. E C 228. REMOVE EXISTING SCUPPER,LEADER BOX,AND DOWNSPOUT COMPLETE. 2 229. EXISTING ELECTRICAL METER AND SWITCHGEAR ENCLOSURE TO r 220 I REMAIN. lv) { 230. EXISTING SLUMPSTONE PILASTER TO REMAIN. lw j t I I 231 SLUMPSTONE PILASTER TO BE REMOVED COMPLETE - - -- -- - - - 232. SLUMPSTONE PLANTER WALL TO BE REMOVED COMPLETE. II r , 233. LIGHT FIXTURE TO 13E REMOVED,TYPICAL EACH SIDE OF DOOR. V 00 235. REMOVE T1-11 PLYWOOD SIDING,DRYWALL SHEATHING,AND ;V w OTHER MATERIAL(AS OCCURS)TO REVEAL WALL STRUCTURE. !"�I PREPARE AS REQUIRED FOR NEW WALL FINISH. Fi 236. REMOVE PARAPET AND ALL WALL FINISHES TO REVEAL WALL O STRUCTURE. jm � QI a 0 � 237. REMOVE ENTIRE WALL,INCLUDING BOTTOM PLATE. SEE STRUCTURAL PLANS FOR SUPPORT OF EXISTING.ROOF. V•/ West w � Eii 238. REMOVE DOOR AND FRAME COMPLETE. 23 239. REMOVE EXISTING GRAPHICS COMPLETE. 240. EXISTING EQUIPMENT SCREEN TO zU n O Z C� REPAM TED PER COLOR SCHEDULE.E SEALED,PATCHED AND 241. REMOVE EXISTING COPING. I 242. EJQSTIN('GRAVII,STOP TO REMAIN. U 2�Z NOTE: REMOVE ALL PLANT MATERIAL WHICH HAS ATTACHED ITSELF TO v _ 2l}I THE BUILDING. Z'rEEE� I i -f!!;rIF=_moor zom Al M 1 < ►- o North i Ei4 E Ei 2v < C) P W 2 3 4 5 ll < ca zea O P P 220 Z.I < P P p � (> 0 J -- - — - - - --- - - - - - - � rC) zU ~ LL 04 w NL I = _ONSULTANI South 31 311 3 23 23) NOTES 0W RANCHO CUCAMONGA APPROVED BY: CITY 'RCE: sWN IMUT of FrAkw MEET MR aDEMOLITION EXTERIOR ELEVATIONS1/8" = r-0" 1 amm c _ � �� oe A ?.� ?b3 25o C 2 20l 25$ 25 2b2 2 E s. z� 2 EXTERIOR COLOR SCHEDULE: p AR T Q P. 2 TfP, SE Ctii�, fj ----- EXTERIOR PLASTER: LA HABRA X-12"CHABLIS"OR PAINT + v EXISTING TO MATCH. * C-11446 ,* 71. EXTERIOR WOOD: FRAZEE#180"SAND DUNE". Jr REN. _ T - SLUMP BLOCK MASONRY: FRAZEE#7782W"PEACH BEIGE" OF CA1.�����` ; 1 • 4 METAL COPING, TRIM, HANDRAILS, AND --- — SCUPPERS/DOWNSPOUTS: FRAZEE#8055D`POSEIDON". JOB NO 95091 EXTERIOR METAL DOORS GATE MAY 7, 1997 East �� AND FRAMES: PAINT TO MATCH ADJACENT WALL 251 SURFACE. E C A U ' To 5 U po� _7_ �� _ E--�7. a� C PLO Oa� ct Westcon � Q zu = U ELEVATION KEYNOTES: c z r..� x h �-, p 6p • 2 250. r,f:w CONSTRUCTION. i I up 2 TYP 251. EXTERIOR PIASTER FINISH TO MATCH EXISTING PLASTER FINISH AT �� U 5� I LOWER PORTION OF EXISTING WALL. 2 252. SLUMPSTONE C.M.U.WALL,TYPICAL. ct ct V1 253. EXTERIOR PLASTER FINISH TO MATCH EXISTING PLASTER FINISH Q f t 1 BETWEEN 7'-0"AND 8%0"OF EXISTING WALL. _ _- - ------ I ► I - -- —- 254. CERAMIC TILE DETAIL,TYPICAL,AL SES 2//422 , O - — --- _ — - T 255. SLUMPSTONE C.M.U.PLANTER WALL WITH SLUMPSTONE CAP. ~� f AQ- — --- LIONS WEST -- -- 256. STOREFRONT FRAME AND GLAZING TO MATCH EXISTING V STOREFRONT TYPE. (- IL �i � _---•- --____—___ ---- 1 1 — -- 257. $(:UI'1'fiR,U.:AIX�.R!)OX,AND Ix)WNSI'CWI"f'O MA'1'C)l EXIS'I'INci. •O 1 254. PIASTER SCREED TO MATCH EXISTING,TYPICAL. ----- - 25% NOT USED '^ 63 260. NEW EQUIPMENT SCREEN TO MATCH EXISTING. — �- a o 261. 4'-0"X 4'-0"STOREFRONT WINDOW, STOREFRONT FRAME < o North AND GLAZING. _ 2G2. Mew 24 Gam•C-*A LV, i RoN coRNess)T`Tf? Al-ALL. bCISTf NFA WALLS, < U 2G3. New 5TU O MoUNTm*> METAL S c=NAAE, W '^ U � • oma 2 `9oa < z .o . 1 Sys 2 z5, 3 3 2s 4 2 z 5 _ Y o"Tj TO.S. 0 o 0 11011 U ----- - — U — J -- - -- -- -- -- _ -- - - - - - -- CONSULTANI South NOTES CRY OF RANM Ctrl., IONG &DPROV o 9Y: -� m I m CITY ENGINEER . 01 1flrl�s.tio�+ sass ......... or POO= sway t1' OAl[ K oAK �` � � � EXTERIOR ELEVATIONS „8.. = r-0., o I Im _ 1 1z M i 1 1 DOORSCHEDULE '"WINDOW SCHEDULE oAR� Door Door Door Door Frame Window Window v _ No. Size Type Mat Mad. Head Jamb Sim Hdwr. Remarks _ Symbol Size MatL Type Head Jamb Jamb Sim Class Remarks * 011446 1 RM I PR 3'-0" 7'- Q" F AL AL 4I-0°x �-�-D� MTL. A %" wiNe Guess V1 5100 2 PR 3'-o"x 7`—O'` 1 ' 1 5G MTL I A2 14 2 R OF 0AL\X PAN 0-5 3�-0Nx 7' -o" � HM HM �✓� ' ?// � T 4, 3'-0" x 7'-o" p, SG M TL �4 L �1�AZ3 JOB NO 95091 — W sw�iv ceRl;= k* SDLID NtAW VeLLP copK S PR 3`-0" x 7'-O;' SC MTL 14 3 1 3 S U MAY 7 1997 4 Gtc� TE R '1� A K A I 1 I 1 W I T� jrK r W �- i i I � 3 -o x 7 -o G SG MTL 6 Y�C��t rtJD vFNDi6� /vJe v�l� IN AXI 5T1 NcSr L. N1�-�IILAMt �-- — �------� M r•TA L 1M� r ,x,� p1e�cMl� 7 i n i u DRAWN'116 � �� � 3-o x 7-o G SG MTL 6 iZ, _, , S � t- 6 � 3`_0+� x 7i_pn 8 H HM MT) 'r I� 3'-0" x 7'- o" SG MTL g 10 3`-0" x 7'-o" A SG MTL I 1 2 °) U ' II PR 3`- 2a x 7'-0" F AL AL i 12 3`-o'' x 71- o" A S G M TLI u I?1 l3 PR 3'- 2' x 7'- 0" pi SC MTL !Z, 5 7'-0 A L A L 3 fi NrzvW �1-501tJ +}at,+-dW M t�&l S o O • m �frla � c-�KsT��� K. �J' (5 3'-p�� x 7'-o" �c 5 c MTL 1 I Y�Ns oR itJ &xis7: Mt L 1w>v 1 N Ra�►}1 '-O" x '-o" A SG MrL I I Z 1J 17 PR 3-o x 7 -o t;) SC MTL 13 U IS PK 3'-2" s T-O" AL- AL, Z P 'T' _ - 11 PR 31-0 It x -71-011 D SG MTS- I3 U 1 2DP R 31-ow x 7f-011 S G MTL U (� V --� 21 2 -8 7!-O A S G MTL i ; 3 u _D D1 � O a� E F s w � � Q 22 PR 3, o, x 7(-0„ �I SG MTL 14 � ;� ID p"i � �3 ct 3 -o x 7 -0 A 5G MTL I 2� 14- R, 5 ct ;:3 24- 3i onx 7i_Du � �M NM �` U = U r\ #�ic�TirJ� SOLiD �4R� t�X1sT1N6 �IoU,t� IL w t-,kZ* Willi k4cw VP11,10cog �TaL, vv+* MV 2.1 31-0 it x ?i-0`' A 5G MTL 40 3 o x 7 -o A S G MTL �3 17 51 N 0 1� p REQp�.,41 Sf NOV � t_ �� „ 4 ' P�S.I�nr� Firs. "N'WAI Wow w9s . 2-7 31-0"x '7 L0" A 5 G M TL " ' i 14 .3 17 R s, U � 2$ 31-011 x71-0" A 5c MTL � CC3 v O O rr ll � o 1I e U f P W r Q 0 1 Q en cc LO DOOR SCHEDULE REMARKS LEGEND: WINDOW SCHEDULE REMARKS LEGEND: Q z � Q "T A .Y _ O P (— Y O P=PROVIDE PANIC HARDWARE. G = FDCED WINDOW FRAMED WITH GLAZING SHALL BE LISTED AND a o 0 00 LABELED 3/. HOUR FIRE PROTECTION RATING. TIMELY METAL p~ _ Q P ° R=APPROVED LABELED 20 MIN. DOOR,FRAME AND HARDWARE FIRE FRAME WITH '/."WIRE GLASS. W ASSEMBLY. PROVIDE SELF-CLOSING DEVISE. i 'i IIS W 1 KS cirIq a DOOR NOTES: U=UNDERCUT DOOR V2". % �/ 45*JN, - O = o LL T=NEW ALUMINUM THRESHOLD. 1. ALL NEW DOORS AND FIXED PANELS SHALL BE 1-3/4" THICK. PIV W,#12,is ~ z w aQ 2. ALL NEW SOLID CORE DOORS AND FIXED PANELS SHALL HAVE OAK F=EXISTING DOOR AND FRAME TO BE REPAINTED a Q co O VENEER AT BOTH FACES. S =PROVIDE WALL SIGN PLAQUE ADJACENT TO DOOR. SEE PLAN FOR 3. METAL DOOR FRAMES SHALL BE TIMLEY PREFINISHED STEEL DOOR LOCATION. COPY SHALL BE AS FOLLOWS: A oNSULTANI FRAMES. DR. 22 BROOKSIDE ROOM r I 4. NEW STOREFRONT DOOR GLASS SHALL BE ''/,"THICK TEMPERED GLASS. DR. 7 GDR 13 FILIPPI ROOM IPPI ROOM FRAME FINISH AND COLOR TO MATCH EXISTING STOREFRONT. DR. 6 OPICI ROOM d A 5. ALL EXITS ARE TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE DR. 2 VIRGINIA DARE ROOM OF A KEY OR SPECIAL KNOWLEDGE. DR. 26 MENDR. 27 WOMEN 6. ALL ROOM SIGNS SHALL BE MOUNTED ON THE WALL ADJACENT TO DR. 25 JANITOR s THE DOORS LATCH SIDE. CONFIRM LOCATION WITH ARCHITECT. DR. 23 STAFF CITY OF RANCHO CUCAMON" t 7. DOOR HARDWARE SHALL BE LEVER TYPE AT PASSAGE DOORS. SEE H=PROVIDE DISABLED ACCESS RESTROOM DOOR SIGN. APPROVED BY: RECOMMENDED BY: SPECIFICATION SECTION 08710 FOR HARDWARE SPECIFICATIONS. CITY ENGINEER RCE: 24953 DATif. jr sUBSIM7" SHEET 8. AT DOOR TYPE B 1 AND D 1. PROVIDE GLAZED VISION PANEL OF OF MAXIMUM 1,296 SQUARE INCHES IN EACH LEAF. GLAZING SHALL BE PROJECT SHEEP CLEAR AND COMPLY WITH U.B.C. SECTION 713. BY WE BY DATE OF O REVISION DESCRIPTION DOM an ENGRAM APMo i r i i I ENERGYCOMPLIANCE: FINISHSCHEDULE oA R E C � �5 yi wnbw Room Floor Base Walls Ceiling Hceei'ot Remarks *Room WV G11446 Z PROJECT NAME(ONS P ( W T DAT�— 6_h 'I O C� OF C ALS f 10JECT ADDRESS 1,' q lq I P,dlS F--LNC-, R7 IZ"C-HO Q.LkC- -r of ,A-, C A Fwiing Pam*N < Z PRINCIPAL DESIGNER-ENVELOPE TELEPHONE LA C1 JOB N 95091 �- (BETE' PI tA-SS1 9oq- 0 -1361 F �° U v z 0_ O DOCUMENTATION AUTHOR TELEPHONE crck.d by/Date Q Q MAY 7. 1W7 ESM Aa.ncy U.• W z (j► fl a DATE z � ,1 — DRAINN GENERAL INFORMATION DATE OF PLANSBUILDING CONDITIONED FLOOR AREA MATE ZONE1117 i BUILDING TYPE NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTE;-GUEST ROOM / ! i ❑ ❑ ❑ II -0 !r-,e5 NNOOTTMS 25, Fi�eltJ�t Wf=T1--.�IPHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ALTERATION UNCONDITIONED (File Afka ) IOD C LLZY � 5t . METHOD OF ENVELOPE ❑ COMPONENT OVERALL ENVELOPE ❑ PERFORMANCE - COMPLIANCE 101 r-OKUM 1O1-Dll SEES NOTA 3 WG 2 c: STATEMENT • . I N !SEE NOTA 3 /Ii WG IP4 V 4 This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, 102. ( LATH �� 33 WG I Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope req'�irements. 03 T S G ISA 67C7 V I, 3 I flN i 8 The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction O documents Is consistent with the other compliance forms and worksheets,with the specifications, and with any other 104- 72 8�u calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1. 105; A GT I VI T( ROOM VPI 3 I P P I 8-D �••� • i ,Tease check one: I o(o AcTivl TY k�M v I t p I 8110 U ^ U M I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Cade to sign this 10-7 CoRAP74 Ot�;H g P 21 -0 document as the person responsible for Its preparation; and that I am a civil engineer or architect. 10% GTI ❑ 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 o p t~� � � _ the Business and Professions Code to sign this document as the person responsible for its preparation: and that I am a f�q Wt��1c! RSTPA. P "i"•q- 14 ° I g1 4 �fff N°� 2. rL f;" _ A �� E ' kensed contractor preparing documents for work that I have contracted to perform. ►-� w tct ❑ I affirm that I am eligible under the exemption to Division 3 ness and Professions Code by Section - I 1 O I"I�l5 1Z5TI�M' T T4 I 11 E `1 3 "a •y'"'`1 of the C s n 7s do ment as the person responsirAe for its J O N c preparation; and for the following reason: I I I 7�N IT 8.0 Z U I I II IO11 /F��—•111 I 1 oft cTl �z (� PRINCIPAL ENVELOPE DESIGNER-NAME SIG LIC.NO. DATE r Pc--mR -7 . PtT k- ; l ENVELOPE MANDATORY MEASURESI I+ sT I U - C� �+ Indicate location on plans of Note Block for Mandatory Measures 1 15 IG.I-rc j Y( a l P ? I �I 5EJV11-61.0 1✓ � V1 INSTRU TIONS TO APPLICANT I ra h0ct •Tj0H +SAL YP 3 I P P I -�-4i" V For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to tt:e Nonresidential b p q L411 -O Manual published by the California Energy Commission. I I ' ��+ �+ r'""'� � V 1 ENV-1: Required on plans for all submittals. Part 2 may be Incorporated In schedules on plans. , �j ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. I ( $ s" 6� V1 . II ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly Ll-value to be ca:dated. V Nonr•sldendal Complance FormJanuefy 1995 U OPAQUE I` O ASSEMBLY NAME INSULATION R-VALUE CONSTRUCTION TYPE LOCATION/COMMENTS: NOTE TO J -— (eg.Wall-1,Floor-1) (p.R-19,R-22,Mc.) (p.Block,Wood,Metal) (eg.Suspended Co&V.Dernieft.etc.) F£] 1 WA-LL-1 BLOC k v✓A-L!_—2 0 . G W 00 RAF +' •T- 1 T_ tAP ROOM FINISH LEGEND P (Zr F_-2 3s. 6 f3kl LT — kP o W It Lt- -3 KEY MATERIAL MANUFACTURE 1PATTERN COLOR ISIZE REMARKS U V;o �ANYL Tli-J: TARKE-rT KeY TuNE 3878 DIEtNi�lEb gL.AGK 12X12.X �& W o• =?3 ToP SET&+5E 9U1z1cE 701 P BLrvc%t't 4„11_ _ _ Q CT1 CARPET TILE INTERFACE MARRAKESH 1622260000 1717 MOORISH 18"X Is" GLUE DOWN,26 OZ. 01STUrt6GAIARJ� NOTE: ALL INTERIOR FINISHES MUST .� w C v VI VINYL TILE TARKETT SIGNALS-THRU CHIP 3837 NAT.BEIGE 12 X 12 X 1/8" COMPLY WITH CHAPTER 8 OF THE c V2 VINYL TILE TARKETT KEYSTONE-THRU CHIP 4415 COPPER 12 x 12 X 1/8" U.B.C. WITH CLASS III FLAME W Q - V3 VINYL TILE _ TARKETT COLLAGE-T_HRU CHIP_ 5212 TEAL 12 X 12 X 1/8" V4 VINYL TILE TARKETT KEYSTONE-THRU CHIP 4420 BLUE SEREN. U X U X 1/8" SPREAD RATING FOR ~ > c V5 VINYL TILE BURGANDY 12 X 12 X 1/8 -- - - -- - - -- - B1 TO_P S_ET BASE B_URKE 109 C 4" U_SE WITH VINYL TILE A-3 OCCUPANCIES. ¢ Q Z aD v B2 TOP SET BASE JOHNSONITE CB88 NASSAU SEA 4" USE WITH Ct CARPET - x O P_P_ • T1 CERAMIC TILE DAL TILE D69 DENIUM 4 1/4"X_4 1%4" G_LOESS P P T2 CERAMIC TILE DAL TILE DM1_2 MUSTARD 4 1/4"X 4 1/4" _ LOSS _ _ _ _ a 00 0 T3 CERAMIC TILE DAL TILE D57 _ GRAPE 4 1/4 X 4 1/4" _ GLOSS — Q Q o' P WINDOW NAME NO.OF U-VALUE FRAME TYPE EXTERIOR OVERHANG GLAZING TYPE NOTE'3 T4 CE_RAMIC TILE DAL TILE D727 SHELL 4 1/4 1/4" X 4 MATTE -----_--_ — L�. _ _ _ (eg.Window-1) PANES (METAL.WOOD,ECT.) SHADE i CREDIT 7 (p.Clear,Tinted) F1E-Z TS MOSAIC TILE — DAL TILE DK 135_ PALOM IT- - - 2-X2- --- MATTE - -- - -� - ' _-- - - w U J 1 �/ T6 MOSAIC TILE D_AL TILE DK23A COBALT BLUE 2 X 2_ MATTE ^ w Q 0100 W�' I ' ' 13 �TA-L NO ` E S I-OL .1&1240-2f: G1 GROUT TEC TA470 915 LIGHT SMOKE 1/8"JOINT EPDXY _ U '' l G2 GROUT TEC TA610 902 IVORY 1/_8"JOINT UNSANDED U = SS1_ SO_LID_SUR_F_A_CE DUPONT_ CORIAN SAPPHIRE 3/4" UNPOLISHED__ O SS2 SOLID SURFACE GIBRALTAR 1530-MEG _ BEIGE MIRAGE 3/4" UNPOLISHED 3 L1 LAMINATE WILSONART LAGOON D4i" MATTE Wj_ L2 LAMINATE FORMICA DUSTY JADEFIX_GRA505 MATTE Lv 0- U - ----- ---- — ------ L3 LAMINATE PION ITE ST61_3_ TAPIOCA SUEDE C Z L4 LAMINATE FORMICA 875 CORDOVAN MATTE _ W L5 LAMINATE FORMICA Bc-idE GRAFI(506 _ SPARKLE FINISH P1 PAINT FRAZEE 001 WHITE LRV88 _ RESTRM d KITCHEN SEMI-GLOSS 4. Q ao P2 PAINT FRAZEE 87_21 CLAY BEIGE LRV67_ P3 PAINT FRAZEE AC128N BURGANDY L_RV 9 LOW HIDE _ P4 PAINT FRAZEE 8046 TIN MUY_ LRV 11 PS PAINT FRAZEE 390 WESTERN BEIGE _ LRV_64 P6 PAINT FRAZEE _ BLACK _ _ FLAT FINISH FOR T-BAR CEILING -ONSULTAN I WC1 WALLCOVERING KOROS_E_AL DESERT SAND 5521-78 RENASSANCE 54"RANDOM - WC2 SISAL BGYD CRP2155 48"RANDOM WC3 WALLCOVERING KORUSEAL NORTHERN SKY 0621-87 _ _ 54"RANDOM DISPLAY CABINET l WP WALL PROTECT. IPC f40 _ TRADEWINO- - TP TOILET PARTITION SANTANA POLY-MAR HD _ NAW BLUE N6--- L 90 _ --- -------- ---- F1 ACOUSTICAL PANEL ARC COM GEOMETRY AC-63961 SAPPHIRE 02 54" REPEAT 23/4"H X 4 1/4"V SKYLIGHTS NOTES: --- - - - -- - ----— -- - _ 1 TRANSITION AT ALL MATERIAL THRESHOLDS:JOHNSONITE CTA-XX-C JR. CARPET TO RESILLIENT ADAPTOR 888 NASSAU SEA _ SKYLIGHT NAME NO.OF U-VALUE FRAME TYPE SKYLIGHT MATERIAL GLAZING TYPE NOTE 2 SEE FLOOR PLAN FOR FLOOR PATTERN. - (eg.Sky-1) PANES (eg.Glass,Plastic,etc.) (eg.Char,etc.) F1E--) 3 SEE ELEVATION FOR DETAIL _ — 4 RESTROOM DOOR CASING(INSIDE)P3 SATIN FINISH ALL OTHER CASINGS P4 SATIN AS N_OT_EDO_N ELEVATIONS SKY I E 2 �riA �T� 1►IISUL.+6 3 L^'-::5 6L. _ Low 0W E 5 NEW HOLLOW METAL DOORS TO PAINT P2 SATIN UNLESS NOTED OTHERWISE. ' CITY OF RANCHO CUCAMON" APPROVED BY: T/� ;� �j f RECOMMENDED BY- CITY ENGINEER RCE: AA- NOTES SUBSEC?10N SKEET OF NorwaWanAW Complance Foran .__+ PROJECT SHEET January BY DATE BY I DATE OF REVISION DESCRIPTION DESIGN CITY 110' DVX JIM! APPFAM 6 1 6 27 DAR Cy�� INTERIOR ELEVATION KEYNOTES: * 011446 s 270. EXPOSED EXISTING ROOF TRUSSES. k A 271. FABRIC COVERED ACCENT PANEL WITH WOOD FRAME. REIT. 272. 5/S"T i� HTC K GYPSUM BOARD WITH FINISH TO MATCH EXISTING. SEE OF CAL ' FINISH SCHEDULE FOR PAINT COLORS. 0 I 273. STOREFRONT FRAME AND GLAZING TO MATCH EXISTING STOREFRONT TYPE. PLASTIC LAMINATED STAFF 274. SERVICE COUNTER. SEE FLOOR PLAN ,G 2 JOB NO 95091 FOR DEPTH. ` P 2 �. 2IS. HIGJULOW DRINKING FOUNTAIN. SEE PLUMBING PLANS FOR DATE MAY 7, 1997 ADDTI OVAL INFORMATION. P2 ��i i)(lA1NN 276. SOLID SURFACE COUNTERTOP WITH 2"SOLID SURFACE BULLNOSE Fl P3 %/ DETAIL. 0 OF+ P3 P4 PZ 277. PLASTIC LAMINAIED COUNTERTOP WITH 2"SOLID SURFACE BULLNOSE DETAIL. - -- 278. 24"DEEP FULL-HEIGHT PLASTIC LAMINATED CABINET WITH \ /0 / ADJUSTABLE SHELVLS AND L(X;KABLE DOORS. i 279. DISPLAY CASE WITH WOOD TRIM. ul / _ 2811. AD111STA111ACl,FlAlt,'I'l;Ml+.'k �:D(HASSSWELVIES. -4 L =====j L; Lj I 1 1 L:4 1 281. SLIDING TERMPERED GLASS PANELS WT1TI LOCKS. `••I••� 71 282. KNEE SPACE. O F2113 271 272 North 283. EXISTING WOOD TWM I.O BE PAI WPEV.. SEE FINISI I SCHEDULE. ' 284. EXISTING CURTAIN. _ RMm 1GALLERY WEST 285• EXISTING CURTAIN TRACK ENCLOSURE TO BE RE-PINISNW,SEE F94SH SCHEDULE. U 286. 1 1/2"OUTSIDE DIAMETER PAINTED PIPE HANDRAIL.MOUNTED AT 36"ABOVE RAMP. � r ; 287. RAMP WITH 1:12 SLOPE. �� Uo c� 288. 24"DEEP PLASTIC LAMINATED BASE CABINET WTIII PLASTIC O A l LAMINATED COUNITRTOP,SPLASH AND RETURN. V/ 289. 24"DEEP PLASTIC LAMINATED BASE CABINET WITH PLASTIC C LAMINATED COUNTERTOP AND LOCKABLE DOORS AND DRAWERS. P 290. 12"DEEP PLASTIC LAMINATED UPPER CABINETS WTII I FIXED SHELVES. � O o 0 P Z P2 291. 12"DEEP PLASTIC LAMINATED UPPER CABINETS WITH FIXED ` ^ SHELVES AND LOCKABLE CABINET DOORS. O �L I 292. DRAWER,TYPICAL. U �� U I 293. FIXED SHELF. ct ` v � 0 294. TOE SPACE. O 295. FIXED DRAWER FRONT AI'SINK. t = P 2 F4 P 2 P 2 p 3 P 2 - P 4- 296. OWNER PROVIDED KILN SPACE. PZ _•0 297. EXISTING FIRE-RATED WINDOW ASSEMBLY. OSIS, / f....� Q / 298. WATER CLOSET,TYPICAL. SEE PLUMBING PLANS FOR ADDITIONAL V INFORMATION. U .O L5 299. URINAL,TYPICAL. SEE PLUMBING PLANS FOR ADDITIONAL Q ` INFORMATION. 300. 2 X 6 OAK CAP WITH EASED EDGES. SEE FINISH SCHEDULE. d _ 1'4 m 301. '"TIMELY"FIRE-RATED DOOR AND WINDOW ASSEMBLY. pE 2711/YVN 302. CLEAR,TEMPERED GLASS PASS-THROUGH WINDOW. < �- o n276 n274 27 275 301 East 303. RANGE. SEE SPECIFICATIONS. I 304. REFRIGERATOR. SEE SPECIFICATIONS. 0. e U 9 W 305. NOT uSlEG RMm 1GALLERY WEs oT C NTD■ 306. PAINTED C.M.U. SEE FINISH SCHEDULE. w N U � • � i W Q 00 307. IS"DEEP PLASTIC LAMINATED COUNTER. ) ,n . Q QU o Z 0 v 308. LIGHT FIXIZIRE. _ Y 0 0 0 309. MIRROR OVEN SOLEI)BACKING. Q � o 0 0. Z 0 < 0, 310. 4"SPLASH. U J x j 311. EXISTING MIRROiR TO REMAIN. PROTECT IN PLACE. (� - U " c� = 0 i 312. PROVIDE"TRAP WRAP"BY BROCAR PRODUCTS, w 3 = INC.TO DRAIN,HOT AND COLD WATER SUPPLY _ - -_ _-_._-- LINES AND VALVES. o U v Q W ' 77A Q 00 a i � --- - - - ONSULTANI 4� P4 3 NOTES L3 _ N f s CITY OF RANCHO C ONGA 0 APPROVED BY: � � REC0111iEN0ED BY: + 4 - CITY ENGINEER E: ATE: 3u FF SUBSEC ON �r LL 277 274 South 273 23 South or PRmw *w er al►� err WE of RMm 1GALLERY WESTC N T'D. o REVISION DESCRIPTION DOMpnr 1 SEp ARCS'/T v *, G11446 .* 30 3 KN._. OF 0 0 S, - JOB NO 95091 DATE MAY 7. 1997 .. .._._._.._.... DRA NIN a0 P4 P3 b1 U, O �, West 2� n2-17 youth U R00WESTLM. 1 GALLERY CONT"Dm � chU WALE. G LOCK O U;z JL ct fj 0 H P4 0 0 t. 1 U N -00 �j 61 i 7-11 om 272 Fib 2� 27 West 01 � U W ^ Q E T CONT"D. w N 100 GALLERY W SRMm L <. � - I CID � o v < z ao v 0- P (—. — x O .-. Q ;i P P 7 CD p Qr 0 < 010. U - W • x f- w Q U - ULL = o w 3 = _ rd. 0001— Z 'q < Pi N Q ao a . ONSULTANI L3 L5 551 L5 P2 77 27(vi 282 0 CITY OF RANCHO CUCAMONGA �_'_"'' RECOMMENDED BY: ` N APPROVED BY: � ' �� /� - CITY ENGINEER CE: ATE: � L`� -- - --- SUBSECTION SHEET 3'- <o'I -of North West North PROJECT SHEET 174 of BY WE a+r or►TE 3/8" - Y-0"" 1 0 REVISION DESCRIPTION DEM CITY 1 DESK - SERVICE APPROWO- 1 SSD AR I P F Iqv 1,5Wt�lAN P3 * 011446 �� Ge— 3 REN. OF C A1.\FO��` P 5 P5 P3 JOB NO 95091 , DATE MAY 7, 1997 DRAWN — _i P4 A i ' F 1 P3 wc2 P¢ I 271 North East rT� RMS. 101 & 102 FORUM AND PLATFORM U `t - H Uro Oa� ct (F 3 P3 P3 CC3 � 283 285 272 300 285 272 286 300 Z M 1%001 V) we� wC I we I v E P5 283 Q ct I N P4 O '� W GI Nee— - P3 �--� wc2 yGt f30'�}{ v } �- — ` `� siDa� wcl BOTH U 83 51D�5 P�3 wci WC2 82 al i C4 O C - - - _ East _.South W P Q 101 &RMSm102 FORUM AND PLATFORM CONT D. Q � C c U - u-) Q Z 00 > 00 -q .+ - P P x O _ O O I P r U v P3 W � � x wQ 27 283 283 O - U ~ " a = O w 3 = P3 ) Z w Qa P5 Q Ilk- III C ONSULTANI we I I I P5 283 WoOV I I TRIM \ _ III Plan Check Corrections 6/5/W CITY OF RANCHO CUCAMONGA APPROVED BY: � `��/�, RECOMMENDED BY: CITY ENGINEER RCE: ATE: SUBSECWN SHEET B2 287 West °F PROJECT WW � o� � o�E o RMSm 101 & 102 FORUM AND PLATFORM, 3,8.. : Y-0.. 1oREVISION DESCRIPTION , prY °R�w�a/�+°' ,�,� �1=1L_ v 1 r 5�p AR G11446 REPL 1 �OF 3!Gil 12'� VIA, 2 7 2q7 - 13 WALL- GI,4GK I , 7FFt P2 JOB NO 95091 DATE MAY 7. 1997 >i )RA`NN D4- P4- 00 P2 rTl r77, N iLO 10 s l � 312 U 2s� 2 South North _ CC3 �4 North Sou U RM. 105 ACTIVITY ROOM 3/8" T-0" RMm1 106 ROOM UUO z � U 291 78 z e� 12a tMA,Ilk M...� JL —40 1- 135 30 P2 L2 LI i p2 L2 LI _c4 _I -� \ U P2 Jfk o k 771 J� r-- 60 0 South _ . North East -- q 312 29 ?.8A 245 q 1 < U W 0 _ Q .. _ .. CRAFTSROOM -- W Nr-0 � . 0 -3,8 RM. 1 7 0RM. 106 CONT D. Q Q Z Qo v P p Q ;i P P ^' 00 _ 0 Q P P i U f W J I x I ^, = W Q - U U LL = O W 3 = Sob 211 c a U Z W p. Q ao FO ;C)NSULTANI s ip -tr- P2 4 L2 �- o P2 C17Y OF RANCHO CUCAMONGA APPROVED BY: REcaryo+om BY. (4 2 CITY ENGINEER RCE: ATE: - _- -- — -- - - --- SUBSE)C M SHEET of zg9 1�a �q� 7qb South 29 West L I OF L( LI g1f WE BY QA7E Q REVISION DESCRIPTION DOM an R C"'ONT"D. 00M 1 CRAFTS RMw [3- r �5E0 ARC,�,� *, G11446 REN' , OF C A1.� Tyr, r TPI PI NO 95091 — — — — — — — — — — — — — — — J cL � ' ; I i I t . . ._ TP - OB NO - DATE MAY 7. 1997 IF P3 it I II II 31 T II - p i it II II s52 �2 T4 _o II _ a - }--- — cr — -- I — - . W Z , ctga 8 3 North 5 East South 2 West . W U RM. 109 WOMEN'S RESTROOM 3/8" = Y-0.. 1 � U4 � � Uro Oa� ct z U U Oz 61' O4 .� ---� 7 - -- —, . — —-- I Io v WT. gop AN &Ojg- --� I I► LvO C4 I - �Bl 4 249 North �, 4. EastX98 3 98 �9 South 2 West `" - U P W Q RM. 110 MENSRESTROOM 3/8" = T-01, 2 W Q P7 (Q Q a O O Z 00 F" YOPO .. Q ::> ;7 ;' O O C1. = O Q o 0 W U J x _ U O = o LL w 3 = Ly 0, U 19 I 31 P, 301 2 _ �' m Z a. Q 00 a ONSULTANI -o - c4 P2 L2 — do -- ° CITY OF RANCHO CUCAMONGA z APPROVED 6Y: > j REWUMEM= er: CITY ENGINEE SUBSECTION %HEFT LI ' T-yf' 2qs z z9� .North East of BY I WE err ah or RMm 115 KITCHEN o REVISION DESCRIPTION DOM pn DPMX 1 5Ep AR Cy�T G11446 REN. *x@ OF C P1 LI JOB No 95091 DATE MAY 7. INT 0 DRAWN . PZ 0 P2' L2 LI L2 Q' i - N C� ! West North 278 212 South F12] 29 LI Sou i U ' 293 a E115 �. - .. RECREATION HALLU �r-03,8 1 RM. 1 61KITCHENCONT D. � RM. � Uro _ 3 EA5 W LL- i C 0 V7 v �I F— too o � East U P W d RM. 116 RECREATION HALL, CONTYD. Qn W N WQMao QO � Q Z OD v O P E-. — x O d P P `. O o O d P P 2 U W J r—` ~ = w d — U U LL = O w 3 = Z �] Q co Ck :ONSULTANI W 7 s C17Y OF RANCHO CUCAMON" 6 APPROVED BY: ttEco�ruENom er: +` CITY ENGINEER C : 24953 60ATE: SUBSECTM SHEET of East PROJECT SHEET � � ar �M OF REVISION DESCRIPTION OESa C"RM. 116RECREATION HALL CONT"D. — ti� _ ARC,y� v C-11"6 J, REN. Is" 171A, I 1z WAL.L-Gt.+xhC 30 OF CA��EO s P4 P2 ' JOB NO 95091 I I )ATE MAY 7, 1997 IIA �f 1AVVN �- a �z Ld South West Z -RM. 116 HALL,N RECREATIOU H Uro Da� c wcon � � � zU = U 30 o Z Z v epi West p < U P W RM. 116 RECREATI ON HCONTD. 3/8.. = Y-0.. 1 WQ � ao c!1 F- > Q a UO zCoQ , r F- Y 0 O O W U - x U " O w 3 = r, Z W c G CL Q ao Of i ()NSULTANI CITY OF RANCHO CUCAMONGA APPROVED BY: �� ��i �r RECOAIYENOED BY. CITY ENGINEE RCE: ' SUBSECTION SHEET of PROJECT SHEET BY WE W GATE of REVISION DESCRIPTION Dam cmr oR El+or+�R 11P�IIO�Ym — ml : N 1 1/2" X 6 1/2" OAK GAPOF RATED STAIN GRADE W/ EASED NOTES- I WAII_L1L BE TRAITED FIRESTOPPED. LIES 2. PENETRATIONS OF FIRE-RE515TIVE WALL5, FLOOR-GEILIN65 SEE 5TR4)GT. PLANS USED ARC�,�� GYP. BD. TYP. AND ROOF-CE I L I N65 SHALL BE PROTECTED AS REQU I RED = FOR ROOF AND IN U.B.C. SECTIONS 7C q AND 710. EXI5TI N6 5LUMP5TONE SOFFIT FRAMING 4 DRR PER STRUGT. � WALL * C-11446 EXISTING 3/8" PLYWOOD EXISTING ROOF DBL. 3/4" X 1 1/2" OAK DRAFT STOP TO REMAIN CONSTRUCTION REN. TOP PLATE BOTTOM OTTOM PORTION sr9 FOR NEW GYP. BD. 4 OF p`\E 3/4" X 3 I/2" OAK � PLASTER SOFFIT R n ALUM. BI-PASSING 6L. ED T-BAR STOREFRONT GEILI 6 11 DOOR A55EMLY = PLANTER OFFICE 112 )O B N O IV 5/8" 1 1-. BD. EA O.G. HEAD 2 X 4 F 21._/1N 1_011 1 /�11 nl oll SIDE '45" �! �/ V-V 1 DATE MAY 7, 1997 5/8" FIN. FLR. 11 x/11 6YPBD. DRAWN BLK6 vzBLK62c . ck 6YP. BD. TYP. ———— NEE 5 nll NX" NEH 5 811 N1/M &11 X 6" X 16" I I•---II I ' 6YP CJ NEW G I L I JOISTS W/ �c7yp /1 SLUMP5TONE 3/4" X 1 I " OAK 5/8" " " 6 P. BD. OVER. I _j REMOVE EXISTING / PLANTER WALL _FSTAIRS AND WALK5 NEW 5 • I6" O.G. BLK6. —J TO R5 DE OF PROVIDE WATERPROOFING AT WALL Ao 3/4" X 3 I/2" OAK — STRUG V-___—————— WALL CAP SCALE:*=lo= 11 " BUMPERS AT EA �REMCVE EX. GL65. BUILDING SECTION S/4`=;'_O 1 I/2 ,IAMB EXIST'& PLATES j • 12 OAL Y WIRE BRACM9 1/4" TEMP. 6-AS5 (EXIST' 5/8" 4 3/811 STRJIf M PLl�NE EAC.FF RUPfBt W VERIFY 6 BD. NEW 5/8" "X" I � m � O . EXISTING STUDS. FOAM W/ DAL-TILE Z COLOR COAT DAL EXPRESSIONS ° I/4" TEMP. GLASS #3 BAR O ALL ° " OF PLASTER OVER &LAZED WALL TILE �•T•� GYP. BD. OVER N051N6 NOSING DETAIL HONEY (D-1440) 3X3 U 1/2" PLY'WD. ALUM. 5I-PA551N6 6L. A. DOOR A55EMLY GALLERY WE5T SEECC3 141R. CORRIDOR PLAN B. DENIM 014-64) 3X3 N >NN'll MW M� 3/4" X 3 1/2" OAK ° a TYP.R A A A AFA A A G. TEAL (K-162) 3X3 y ° U � 45 ° A A AB BA A A D. GRAPE 014-57) 2X2�7�q �� 0 3/4" X I I/2" OAK ` �� �p A A B BBA ,qALTERNATE: AMERICAN r/� �I / OLEAN SATIN BRITES V 1 O Q I"GLR• D D G D D Y73 &LOSS BURSUNDY a TALiTfaJ er�I.w1 FIm ��rLIRE ° / A A B A A 2X2 ^ V 1 V LOC-ATE�D AT DIA&VNALLY OPPOSITE B B SC.REH TO STLD5 GORre�S AW hMTHIN 9'of FXTUZE GYP. BD. TYP. ° Z U coRraz V A A A B B A A 2X2TILE rA = U I, BRACING: WHERE DESIGN CALCULATIONS ARE NOT PROVIDED, - OF RESTRAINT SHALL BE EFFECTED A A A A A A BY (4) # 12 GA. WIRES SECURED TO MAIN RUNNER WITHIN OF THE CROSS RUNNER INTER- =� O SECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES #4 BARS 6 18" j FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12EA WAY. • O FEET O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT 4 FEET FROM EACH WALL ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. I�OTE5-CONT.: 3. SEE STRUCTURAL DRAWIN65 .0 3 X 3 TILE� STRUTS: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE FOR ADDITIONAL INFORMATION. T U STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST 4. I-HR. WALLS PER 'q4 U.B.C. TABLE -7-5v r� THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. STRUTS SHALL BE PLACED 12 FEET O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET FROM EACH WALL. ITEM # I7-I.3 I'-0" "J NOTE: OAK DIMENSIONS ARE NET SIZE. S.A.T. CEILINGS SHALL BE INSTALLED PER ASTM C635 & ASTM C636 & LATEST U.B.C. STANDARDS. ct 1O S.A.T. BRACING NOASCALE 12 DISPLAY CASE 3"=1 8 1—HR= CORRIDOR S/A�:'_ " 6 CONIC. STAIR SCAM: " 4 TILE PATTERN SCALE_ ' 2 1/2 1 0 1 1 0 1 1 2 1 0 O ROOFIING >NNI AL 411 24 6A. 6.I. FLASHING HEA pER ,GIS REG D SEE 1/2" § HEAD / JAMB 51M STRUGT. ENDGAP. WELD 4 &RIND M--� 5/8" GYP. BD. 1 1/2" O.D. PIPE HANDRAIL W/ SMOOTH STANDARD NALL BRACKET U SURFACE MTD. TRACK AT MAX SPACE AT 1 OP, BOTTOM AND k_'**__HANDRAI W/ SSTA ARD WALL TOP OF BASE21 EQUAL SPACES BETWEEN 311 BRACKET AT MAX. 6'-0" O.G. -a SLUMPBLOGK WALL CABINTE5 IN 1/4" SLIDING TEMP. 6LA55 KITCHEN SEE STRUGT. MILCOR EDGE METAL :.•.. ...... . 3 BRACKET _ RECESSED TRAK IN SILL A7, -2 TY'P' C——— NOTE : ALL JOINTS SHALL BE N = WELDED AND GROUND SMOOTH. W PLASTIC LAMINATE COUNTER 12" ——— M FRY SPRIN&LOK FLASHING , TOP ON 3/4 PLY'WD. / PLIASTER > "X" GYP. BD. I 1/211 ----- --- AT AT GL6. AND HALL. SEE FLR. PLAN 1/2"0 LA6 SCREWS WALL LEGEND 2" VENT • 8" O.G. RECESSED SGREED 311 CONT. CANT STRIP INTO SILL 2 X 4 I6" \ \ TREAD 12N — _�� U ROOF I N6 4 BASE FLA5H I N6 o 04" HEADER AS REO D Lj a \ O ° 1 11 SEE STRUGT. \ \ \ WID 5TRUWGT. M► ~ — jn (2) 1/2" -0 X 2 1/2" N U (3) 1/4"0 LA5 8A = \ \ F SLEEVE — ►� MA50NRY ANGHOR5SGREN5 TOP Q BOTTOM OF 4 PLASTIC LAMINATED -2 \ C — — w co ao SUPPORT 5TUD ° SUPPORT OVER I" PLY'WD \� _ I— > O `I 0 • 48" O.G. MAX. L—— LIGHT FIXTURE PER 4 GONG. F O of rn 51LL ELECT. DRAHIN65 -2 STAIR _ Y SEE 5 T DRAWINGS ADJUSTABLE TEMP. 6L. a rn j SHELVES a = 0 v 00 PARAPET SCAL�o 13 SLIDING WINDOW 11 scA�:=, _0 9 = HANDRAIL S 2A`�; _0 5 HANDRAIL SCALE: 3 ti _j N 1 M M 1 " 1 • = 1 N WALLGOVERIN6 OVER GYP. BD. GONT. LATHING STRIP FOR 3 SOLID SURFACE 8B W = SLOPE ( SLOPE TO ROOF ) FACE, TOP 4 SPLASH _2 rn U 24 6A. 6.1. GOPIN6 W/ 22 6A. ON 3/4" PLYWOOD X 2" WIDE CLIPS ® 24". BACKING 2' " SLIDING TEMP. &L. W M Z 6YPBD. OVER DOORS W/ LOCK IN It a 2'-0" I/2" PLY'WD. ALUM. FRAMES a' Q °O � 7"- [ �\ ONSULTANT 1/2" PLY'WD. SHEATHING 0 / 8G EXTERIOR -2 PLASTER — 3" DONT. GANT STRIP 2x4 ®2411 (Y 2x4 CONT — ROOFING 4 BASE FLA5HIN& = GYP. BD. TYP. .I 3"x3"x1/4" 5TL. SUPPORT 0 Q cv = AN&LE5 ® 5'-4" MAX. 2 X 4 ® I6„ u� MIN 2 ANOLE5, W/ (3) I S5/&”11 10 WASHER 1 114 LOCK CITY OF RANCHO CUCAMONGAPLATE � WASHER A&AIN5T 5TUD. 10 / RECOMMENDED BY. APPROVED BY: ; CITY ENGINEER R E: ATE: - ' SEE 5TRUCT DRAW I N65 c SUBSECTION SHEEP OF PROJECT SHEET 8'Y m-m BY m-m OF PARAPET SCAB: " 14 LAVATORY TOP SCAM: 110 DISPLAY CABINET SCALE: '_ • 7 O REVISION DESCRIPTION DESIGN DRAWING No. 1 1 0 1 1 0 3/4"=1 0 ENGINEER APPROVED A-22 m N PROVIDE CONT. I. SEE SPECS FOR GAULKIN6 MANUFACTURED BLOGKIN6 2 X 4 STUDS O 16" O.G. ' W/ 5/8" "X" 6YPBD. 2. SUBMIT FOR APPROVAL EO ARC BOTH SIDES DATA AND SAMPLES OF SKYLIGHT ��S , GAULKiN6. NOTE: INSTALL 5KYL1&HT 5ETBAGK I/8 I/4" DEEP MIN. I/4" GLASS TYP. PER MANUFACTURERS INSTRUCTIONS. * C-11446 W FLASHING BY 1 3/4" X 4 1/2" ALUM. CAULK 13/4" X 4 I/2" ALUM. EXTEND ROOFIN&UNDER FLA5HIN6 SKYLIGHT MF6R. J,l9lREN• \� FRAME TYP. FRAME TYP. OF C ><j ` Z I/2" PLY'WD WOOD STUD 4 � I/2" � 6YPBD. WALL • 3' GANT JOB NO SEE WALL LEGEND I/2" PLYWOOD 2" WIDE NARROW ROOFING AND fI 2 X b O I6 O.G. STILE STOREFRONT DOOR W/ I/4" TEMP. BASE FLA5HIN6 DATE MAY 7, 1997 ' 7 FABRIC, OVER In FIBER6LA55 &LA55 Q 5/8" "X" GYP. BD. L PANEL, SEE 5PEG5. > DRAWN r/ __.._.._ 3/4" X 2 " OAK 1/41= GLASS TYP. NOTE: THI5 DETAIL APPLIES CAULK TO ALL CAULK I N6 OF DOORS r,1O- SEE PLAN FOR W I FRONTS, ETC,. I&HTS, STORE I. DOOR STILES 4 RAILS TO BE F I N I SHED SEE STRUGT. DW65. SKYL 16HT FRONTS, TG. GONG. BLOCK TO MATCH ALUM. STOREFRONT. SIZE SEE PLANS FOR FRAMING NOTE: OAK DIMENSIONS ARE NET SIZE. 2. PROVIDE WEATHER5TRIPPIN6 NOTE: PATCH AND REPAIR EXI5TIN6 ROOFIN6 A5 REQUIRED. / SCS: SCALE: SCALE: SCALE: SCALE: ACCENT DISPLAY= 15 JAMB 3"_11_0` 11 TYP. CAULKING NO SCALE 7 HEAD 3"-19_0p 4 SKYLIGHT 3•-19_0" 1 PLASTIC, LAMINATED 2" DIA. 1/2-ROUND SOLID m MEMO" P4 COUNTERTOP FIN15H 5URFACE BULLNOSE and FLUSH W/ TOP FACE FED6E TRIM CONTINUOUS OF 50LID SURFACE O EDGE, SEE INTERIOR [�,� ELEVATIONS I/4" TEMPERED 2" WIDE NARROW f. o EXTERIOR &LASS ( PER STILE STOREFRONT PLASTER F'yp'BD' ELEVATIONS ) • " DOOR W/ I/4" TEMP. ��� 6YPBD. 1 I/2 I" GLASS PLYWOOD WHEREPLYWOOD WHERE • OSS 51 FRAMING, SEE U 0�, SES FRAMING, SEE I/4" GLASS TYP. c.�TRUGTURAL STRUCTURAL STRUCTURAL STRUCTURAL PROVIDE 24 6A. �4 U �n A- 1 3/4" X 4 1/2" ALUM. 6ILASHIN6 A WJ N FRAME TYP. DRIP O HEAD O HEAD ONLY Q� O a GAULKCAULK v 1 U GORE MATERIAL A5 SPECIFIED BY 13/4" x 41/2' H.M. FRAME ZU = UPLASTIC, LAMINATE a' ' F�°`I"� w O VERTIGAL FACE ' (FRAME TYP?" ALUM. BELO 1T�RESFIOLD WIDTH A5 REQ'D o SEE INTERIOR ELEVS. H.M. DOOR 5� � 'NN' ^ I/4" GLASS SCHEDULE TYP. NOTES: o I. DOOR 5TILE5 4 RAILS TO BE FINISHED NOTE: MATCH EXISTIN6 TO MATCH ALUM. STOREFRONT. u (� WHERE OGGt1R5• 2. PROVIDE WEATHER5TRIPPIN& ct BULLNOSE DET. SCALE: 1 scALE: " SCALE: • SCALE: M SCALE: Z O HALF SIZEV1 HEAD / JAMB SIM. 3 -1 _0 12 HORIZ. MULLION 3 _1 _0 8 JAMB 3 =1 _0 5 HEAD / JAMB SIM. 3 =1 _0 2 p � o--NI E--11 �1 1 3/4" X 1 3/4" HORI Z. BAR H 1/4" 6LA55 BETHEEN VERT. MULLIONS. I/4" TEMP. GLASS r 1 �Q RETURN HANDRAIL TO SEE EXTERIOR ELEVATIONS. v X11 WALL OR TERMINATE IN il I I/2" GLR. NEWEL POSTS OR 1 1/2" O.D. PAINTED CAULK 1 3/4" x 4 1/2" SAFETY TERMINALS PIPERAIL HANDRAIL ALUM. FRAME VINYL DOOR SHOE TYP. STOREFRONT DOOR WEATHERSTRIPPING V ALUM. FLA5HIN6 SET W/ 10" BOTTOM RAIL AT BOT. OF DOOR ALUM. THRESHOLD IN MA5TIC AND SEE HDWR. SPECS. SEE HARDWARE PROVIDE BLOCKING ATTACHED TO PLATE SPECS. AS REQUIRED _ O PAINT TO MATCH EXTERIOR GONG. I PLASTER ALUM. THRESHOLD TOP OF INTERIOR i EXTERIOR GONG. GONG. -- EXTERIOR 6YPBD. N OF INTERIOR X 1- ,n M PLASTER Q O � � X o � Q d � cy) - FMING, SEE U 0C,�5, SEE STRUCTURAL d a U BRACKET MAX 48" STRUCTURAL <c ° A ° , ° W N O.G. 5ECURE TO WALL 1 3/4 X 4 1/2 ALUM. 1/411 6LA5S TYP. 4 uld PER MF6R'5. IN57R. FRAME TYP. A e d NOTES= w Q n U � � NOTES: I. PROVIDE WEATHERSTRIPPING I. DOOR STILES 4 RAILS TO BE FINISHED AT HEAD, JAM85 4 SILL d ~ Q Z of TO MATCH ALUM. STOREFRONT. 2. THRESHOLD AND GHAN&E IN FLOORF, p rn rn LEVEL TO GOMPLY WITH T-24 _ Y 2. PROVIDE WEATHERSTRIPPING SEG. 23303 (1) Q a oQ 00 U O> � HANDRAIL SCALE:"= 9O° 17 SILL SCALE:00 13 VERT. MULLION SCALE: 9 SILL 3"=l$o" 6 SILL SCALE: " 3 ti _ � D — — 3 -1 0 VINYL COMPOSITION TILE FLOOR FIN15H U = o a 2X4 BLK6. REDHEAD 3W A.B. ® 48" O.G. 2X4 PLATE W/ REDHEAD A.B. O 32" O.G. U (E) TOP OF 2X6 O lb" O.G. W/ 5/8" GDX 5HT6. W/ IOd &YP. BD. ON WOOD o M Z 5TA6E EN/BN O b" O.G. AND O 12" O.G. FIELD. �STUD5. SEE WALL W Q SCHEDULE < 00 of 2X BLK6. 1/4" &LASS TYP. o. + 2X6 TRIM W/ JONSULTANT + EASED ED6E5 PREFIN15HED STEEL + + TO MATCH EXIST. KNOCK-DOWN FRAME. IN ROOM SEE DOOR SCHEDULE. ( 20 MIN. ASSEMBLY 17 I TOX4P ATE WHERE NOTED ) 13/4" X 4 1/2" ALUM. i ALUM. FLA5HIN6 SET FRAME TYP. 2X4 O lb" O.G. IN MASTIC, AND N ATTACHED TO GONG.. W/ 1/2 GDX DOOR. SEE DOOR a. •; I SCHEDULE PAINT TO MATCH I WALL GOVERIN6 �I ! �� STOREFRONT TOP OF INTERIOR EXIST. GONG. + OVER 5/8" 6YPBD �; GONG. 5TEP5 TO REMAIN � CITY OF RANCHO CUCAMONGA ' I 2X4 PLATE W/ RED I ��� EXTERIOR GONG. 2X4 DIA&. BRACING n HD. A.B. O 32" O.G. APPROVED BY: / ' RECOMMENDED BY. AT 48" O.G. W/ AT CITY ENGINEER LEAST 3-lbd O EA. END j (E) GONG. SLAB A d RCE: 24953 DATE: d A • ° a d SUBSECTION SHEET v v.• Of- PROJECT SHEET BY DATE BY DATE Df DETAIL SCALE_1'_0 18 HEAD / JAMB SIM. SCALE:o" 14 SILL SCALE: 1 O REVISION DESCRIPTION DESIGN CITY DRAWING NO. 3"=11—Ox ENGINEER APPROVED A-2 N ARC,yi� ENTRAN('ES AND CIRCULATION NOTE: DOORS SHALL NOT ENCROACH, PER SECTION ii) HAS AN OPERATING FORCE OF <5#. d) IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY MAY � 1115B.7.1.1. d) IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OVERHANG THE CLEAR FLOOR SPACE REQUIRED. ,* G11446 1. ENTRANCES, AND EXTERIOR GROUND LEVEL EXITS SHALL BE OPEN FOR >10 SECONDS. e) IF ENCLOSURES PROTRUDE INTO WALLS, HALLS, CORRIDORS OR AISLES, THE CORD FROM THE HANDSET ' ACCESSIBLE PER, SECTION 1114B.1.3. 10. AT LEAST ONE WATER CLOSET FIXTURE, LOCATED INA — �' COMPARTMENT, SHALL PROVIDE THE FOLLOWING, PER 16. GRAB BARS SHALL COMPLY WITH THE FOLLOWING, PER SHALL BE >29" LONG.— OF Cp�\F� 2. AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO SECTION 11158.7.1.2: SECTION 11158.8: f) THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL ALL PORTIONS OF THE BUILDING TO ACCESSIBLE BUILDING a >28" CLEAR SPACE FROM A FIXTURE (OR >32" CLEAR a) GRAB BARS SHALL BE LOCATED ON EACH SIDE OR ONE BE <48". j — TELEPHONES MOUNTED INA CORNER THAT REQUIRE A ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC SPACE FROM A WALL) AT ONE SIDE. SIDE AND THE BACK OF THE WATER CLOSET STALL OR g) WAY, PER SECTION 1114B.1.2. b) CLEAR SPACE IN FRONT OF THE WATER CLOSET SHALL BE: COMPARTMENT. DIAGONAL REACH SHALL HAVE THE HIGHEST OPERABLE .106 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. DATE MAY T, 1997 FLOOR AND PARALLEL. h) TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT DOORS DOOR. GENERATES A MAGNETIC FIELD IN THE AREA OF THE ii) >60" IS REQUIRED FOR SIDE OPENING DOORS. NOTE: WHERE A TANK-TYPE TOILET IS USED WHICH Df?A;JVN 3. PROVIDE A LEVEL FLOOR OR LANDING ON EACH SIDE OF ALL c) GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THE 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. INSTALLED AS HIGH AS 36". NOTE: IF BANKS OF PUBLIC PHONES ARE PROVIDED, THEN THE DOORWAY THRESHOLD, PER SECTION 11338.2.4.1. c) GRAB BARS AT THE SIDE SHALL BE LOCATED: >25% SHALL BE EQUIPPED WITH A VOLUME CONTROL 11. SEC'T'ION 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,- 4. ALL HAND-ACTIVATED DOOR OPENING HARDWARE SHALL ACCESSIBLE WATER CLOSET COMPARTMENT BE EQUIPPED WATER CLOSET STOOL. WITH MINIMUM OF 1 PER BANK. MEET THE FOLLOWING REQUIREMENTS, PER SECTION WITH A SELF-CLOSING DEVICE WITH: ii) BE>42" LONG WITH THE FRONT END POSITIONED 24" IN i) PUBLIC TELEPHONES, WITH VOLUME CONTROL, SHALL BE 11338.2.2.4: a) >32"CLEARANCE WHEN LOCATED AT THE END OF THE FRONT OF THE STOOL. HEARING AID COMPATIBLE AND BE IDENTIFIED BY A SIGN rT, a IS TO BE CENTERED >30" BUT <44" ABOVE FLOOR. COMPARTMENT. iii) TOTAL LENGTH OF BARS AT THE BACK SHALL BE >36". CONTAINING A DEPICTION OF A TELEPHONE HANDSET Z t b) LATCHING, OR LOCKING, DOORS IN A PATH OF TRAVEL b) >34" CLEARANCE WHEN LOCATED AT THE SIDE OF THE d) THE DIAMETER, OR WIDTH, OF THE GRAB BAR GRIPPING WITH RADIATING SOUND WAVES. O ARE OPERATED WITH A SINGLE EFFORT BY: COMPARTMENT. SURFACE IS >1-1/4" BUT <1-1/2", OR THE SHAPE SHALL Z c� i LEVER TYPE HARDWARE. PROVIDE AN EQUIVALENT GRIPPING SURFACE. , ii) PANIC BARS. 12. IF STANDARD COMPARTMENT DOORS ARE USED, THE e) IF MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN W • ACTIVATING BARS. IDED PER SECTION 11 15B.7.1.3: THE WALL AND THE GRAB BAR SHALL BE 1-1/2". U iii) PUSH-PULL AC FOLLOWING WILL BE PROV iv) OR OTHER HARDWARE DESIGNED TO PROVIDE a) >9" CLEARANCE FOR FOOTRESTS UNDERNEATH. f) BE DESIGNED TO SUPPORT 250#. ►� ul PASSAGE WITHOUT THE REQUIREMENT TO GRASP THE b) A SELF CLOSING DEVICE. "M fsl �:) 4� r tb HARDWARE. 17. A MAXIMUM 40 MOUNTING HEIGHT SHALL BE PROVIDED O IF NON-STANDARD COMPARTMENT DOORS ARE USED, FOR: u 5. THE LOWER 10" OF ALL DOORS SHALL COMPLY WITH CLEEORANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION a) THE OPERABLE PARTS OF AT LEAST 1: SECTION 1133B.2.6. AS FOLLOWS: 1004.9.2.2 IS REQUIRED. i) PAPER TOWEL DISPENSER. O Q� Ct a) TO BE SMOOTH AND UNINTERRUPTED, TO ALLOW THE ii) SANITARY NAPKIN DISPENSER. V DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, RESTROOM FIXTURES AND ACCESSORIES iii) WASTE PAPER DISPOSAL. �j U MC" I R HAZARDOUS CONDITION. —i z WITHOUT CREATING A TRAP O iv) OTHER SIMILAR DISPENSING AND/OR DISPOSALF�+� NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH ACCESSIBLE WATER CLOSETS SHALL MEET THE FIXTURES. U b) l3. THE O n PANEL ON THE PUSH SIDE OF THE DOOR.. FOLLOWING REQUIREMENTS OF THE CALIFORNIA PLUMBING b) THE BOTTOM EDGE OF MIRRORS. F--� CODE: �--� 6. THE MINIMUM STRIKE EDGE DISTANCES SHALL BE PROVIDED a) THE SEAT IS TO BE >17"BUT <19" 1N HEIGHT. 18. TOILET TISSUE DISPENSERS SHALL BE LOCATED <12" FROM U V AT THE LEVEL AREA ON THE SIDE TO WHICH A DOOR (OR A b) THE CONTROLS ARE: THE FRONT EDGE OF THE WATER CLOSET STOOL, PER ..,� GATE) SWINGS, PER SECTION 11338.2.4.3: i) OPERABLE WITH ONE HAND. SECTION 1115B.9.3. >l 2" ON THE PUSH SIDE IF THE DOOR HAS BOTH A LATCH PINCHING OR z a) _ >i) DO NOT REQUIRE TIGHT GRASPING, AND A CLOSER. . IF PROVIDED 1% OF LOCKERS SHALL BE ACCESSIBLE PER V TWISTING OF THE WRIST. 1 9 , > _ O c) THE CONTROLS FOR FLUSH VALVES SHALL BE: SECTION 1115B.6.4 FOR EITHER: 7. THE MAXIMUM EFFORT TO OPERATE DOORS, APPLIED AT i) MOUNTED ON THE SIDE OF THE TOILET AREA. a) THE PUBLIC. s ANE AT RIGHT ANGLES TO HINGED DOORS OR AT CENTER PL ~ � ii) BE <44" ABOVE THE FLOOR. b) CLIENTS. SLIDING DOORS, PER SECTION 1133B.2.5.1 SHALL BE: d) THE FORCE TO ACTIVATE THE CONTROLS SHALL BE <5# OF c) EMPLOYEES ,� a) <8- 1/2# AT EXTERIOR DOORS. FORCE. d) MEMBERS OR PARTICIPANTS U b) <5# FOR INTERIOR DOORS. e) A PATH OF TRAVEL >36" IN CLEAR WIDTH SHALL BE 3_o c) <l 5# WHERE FIRE DOORS ARE REQUIRED. 14. ACCESSIBLE URINALS SHALL MEET THE FOLLOWING PROVIDED TO THOSE LOCKERS. •c �1 REQUIREMENTS, PER SECTION 111513.9.4 AND THE SANITARY FACILITIES CALIFORNIA PLUMBING CODE: DRINKING FOUNTAINS LEADING TO SANITARY FACILITIES SHALL a) THE RIM OF AT LEAST ONE URINAL SHALL: 8. THE DOORWAYS L i) PROJECT 14" FROM THE WALL. 20. WATER DRINKING FOUNTAINS SHALL COMPLY WITH e BE IDENTIFIED, PER SECTION 1115B.5, AS FOLLOWS: ii) BE <17" ABOVE THE FLOOR. SECTION 111713.1 AS EITHER: a ANE EQUILATERAL TRIANGLE '/." THICK WITH EDGES 12" — o Q b) TI-[E FORCE TO ACTIVATE THE FLUSH VALVE SHALL BE <5# a) LOCATED COMPLETELY IN AN ALCOVE, >32" IN WIDTH < U LONG AND A VORTEX POINTING UPWARD AT MEN'S FORCE. AND >18" IN DEPTH. P W RESTROOMS. c) THE CONTROL MECHANISM IS TO BE LOCATED <44" ABOVE b) POSITIONED TO NOT ENCROACH INTO ACCESSIBLE b A CIRCLE '/4" THICK, 12" IN DIAMETER AT WOMEN'S w H THE FLOOR. PEDESTRIAN WAYS. v, RESTROOMS. d) >30" X 48" CLEAR FLOOR SPACE IS PROVIDED IN FRONT OF c) A 12" DIAMETER CIRCLE WITH A TRIANGLE SUPERIMPOSED THE ACCESSIBLE URINAL. TELEPHONES < k z < > ON THE CIRCLE AND WITHIN THE 12" DIAMETER AT 60 % _ < F- ' oPP UNISEX RESTROOMS. 15. ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE 21. PUBLIC TELEPHONES (OR PUBLIC PAY PHONES) SHALL _ < 1 ;7P7 00 d) THE REQUIRED SYMBOLS SHALL BE CENTERED ON THEFOLLOWING, PER SECTION 111513.9.1 AND THE CALIFORNIA COMPLY WITH THE FOLLOWING, PER SECTION 1117B.2.: a, _ � < ol DOOR AT A HEIGHT OF 60". PLU I%4BING CODE: a) PROVIDE A CLEAR SPACE >30" X 48" ALLOWING EITHER w " e) SIGNAGE SHALL ALSO BE LOCATED ON THE WALLJ x a) >30" X 48" CLEAR SPACE IS PROVIDED IN FRONT FOR FORWARD OR PARALLEL APPROACH. � U - u ADJACENT TO THE LATCH OUTSIDE OF THE DOORWAYS FORWARD APPROACH. THE CLEAR SPACE MAY INCLUDE NOTE: CLEAR FOOT SPACE MAY BE PART OF THE KNEE ac = o LEADING TO THE SANITARY FACILITIES, PER SECTION KNEE AND TOE SPACE BENEATH THE FIXTURE. SPACE REQUIRED UNDER SOME OBJECTS. w 3 = l 117B.5.9. i) >29" HIGH X 30" WIDE X 8" DEEP AT THE TOP. b) ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR SPACE F- P U m ii) >9" HIGH X 30" WIDE AND 17" DEEP AT THE BOTTOM. SHALL ADJOIN ANOTHER CLEAR SPACE. w Q < MULTIPLE ACCOMMODATION SANITARY FACILITIES iii) THE COUNTERTOP IS <34" MAXIMUM ABOVE THE NOTE: IF THE CLEAR SPACE IS LOCATED IN AN ALCOVE, — 0. Q ao � FLOOR. OR CONFINED ON ALL OR PART OF THREE SIDES, 9. ACCESSIBLE RESTROOMS SHALL BE PROVIDED WITH EITHER: b) HOT WATER PIPES AND DRAIN LINES SHALL BE ADDITIONAL MANEUVERING CLEARANCES SHALL BE a) A 60" MINIMUM DIAMETER CLEAR SPACE MEASURED INSULATED. PROVIDED. CONSULTANT FROM THE FLOOR TO A HEIGHT OF 27"• c) THE FAUCET CONTROLS AND OPERATING MECHANISMS c) BASES, ENCLOSURES AND FIXED SEATS SHALL NOT b) A CLEAR SPACE 56" X 63" IN SIZE. SHALL BE: IMPEDE APPROACHES TO TELEPHONES. i) THE TYPE WHICH DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CITY OF RANCHO CUCAMONGA WOMB= imi APPROVED 8Y: CITYENGINEERlDATE ', � suesoctaa �r r �+ aF nRmw I+EEr or K DiATE K GATE Q REVISION DESCRIPTION cam amr X-9-d wor�s�t wr�D • (� 2 X 4 P.T. PLT.W/ 5/6'(P X 12' AB. 0 48' O.G. 13AGKFILL PER A MASONRY: DE516N LOADS: n MA�(�RWA�L SPECS 10'-0` 1 " PLUMBING 6 CONDUIT TOE I. ALL MASONRY C GTR IGTM SHALL GOMPLY WITH THE U.B.G. I. ROOF LIVE LOAD(REDUCIBLE PER TABLE 23-6) - - - - - - - - - - - - 20 P5.F. 1 I-b HELD AS HI6Fi AS POSSIBLE 5PAGIN6 REQMT5J 6ROUND �- ) I MIN. 2. REINFORGIN6 SHALL HAVE A MINIMUM ONE BAR DIAMETER 6ROUT GOVERA6E. 2. WIND VELOCITY - - - - - - - - - - - - - - - - - - - - - - -90 MP.H. EXPOSURE G pFESS/ 4' GONG. SLAB 2 X 4 STUDS 0 Ib"O.G. LINE l 3. REINFORGIN6 SPLICES SHALL HAVE A MINIMt�1 50 BAR DIA. LRP. 3. %5MIG ZOFE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 Q Hill 4. MA50NRY CONSTRUCTION SHALL 13E REINFORCED AND 6ROUTED SOLID #4 30q 12' PLYWD. \� UNLE55 NOTED OTHERWISE. < <; '\ticl?M.Byrd 0 24' O.G. EN. I 5. PIPES OR DUGT5 ARE NOT PERMITTED WITHIN MASONRY CONSTRICTION G No. S3350 m t. ANCHOR BOLT, HEADED BOLT � SLEEVE 2' LARGER UNLESS,SPECIFICALLY NOTED OR DETAILED. I. ALL CONSTRUCTION SHALL COMPLY WITH THE 1994 UNIFORM BUILDING GODS AND Exp. 3196 THAN PIPE TYPICAL b. MORTAR 51JALL GONFORM TO U.B.G. TABLE 21a- TYPE 5- 1800 P.5.1. ALL APPLICABLE ORDINANCES. !, OR HEADED STUD ANCHOR x x x xit 1. GROUT: I PART GEMENT,3 PART STAND,2 PART GRAVEL 2. FRAMING GONDITIONS NOT SPECIFICALLY SHOWN OR INDIGATED SHALL BE F� r SHALL 13E ACCURATELY SET - 2000 PS.I. MINIMUM GROUT COMPRESSIVE STRENI6TN FRAMED 51MILAR TO DETAILS SHOWN FOR THE RE5PEGTIVE MATERIALS OR WITH TEMPLATES I I - - I I- - - - 8. GONGRETE BLOCK SHALL CONFORM TO U.B.G. 5TD. 21-4 6RADE N. (LI644T WEIGHT) CONDITIONS. NO PIPE ALLOWED TO 9. MASONRY SHALL BE LAID IN RUNNING BOND. I" GROUT ALL AROUND - I �I - _ - PA55 THROUGH THIS 10. HEI6HIT OF GROUT LIFTS SHALL NOT EXCEED 4'-8". 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYIN6 ALL DIMENSIONS BOLT BEFORE 5TARTIN6 WORK AND REPORT ANY DISCREPANCIES TO THE ARGHITEGT. - PORTION OF FOOTIN6 11. GLEANOUT5 REQUIRED FOR ALL GROUT LIFTS OVER 5'-0'. J o 12' FIN. 6RADE > N 4. WITHOUT EXCLUSION OF ANY REFERENCE IN THE CONSTRUCTION DOCUMENTS TO 12. GORE TE5,T5: COMPRE55ION 1500 P5.1. a li! ! FOR PIPES MORE THAN SHEAR 100 P.S.I. ANY RULE OR RE6UATION,11•E STRUCTURAL ENGINEER IS NOT ASSU�(IN16 ANY 5. PROVISIONS OF 5LPERV15M OF CONSTRUCTION METHO05 OR PROCESSES. JOB N0. 95091 2 3'-0' BELOW THE BOTTOM 13. BRICK SHALL CONFORM TO UBL. 5TD. 24-1 MW. 05 GOVT. NO EXCAVATION OF THE FOOTING. TRENCH INSPECTION= CONCRETE BLOCK WALL - - - - ;ie MAY BE BACKFILLED WITH DATE MAY 7, 1997 -. BELOW THESE LINES 1D - GOMPAGTED FILL PER I. CONTINUOUS INSPEGTION BY A RE619TEREP DEPUTY BUILDIN6 INSPECTOR I 2 SPEGIFIGATIONS. DO NOT EMPLOYED BY THE TESTING LAB SHALL BE PROVIDED FOR ALL CONCRETE T I I- O TRENCH BELOW FOOTING DRAWN MS,. I AFTER FOOTING HAS BEEN OVER 2000 P5.1. WITH EXCEPTION TO SLAB ON GRADE. `P 90� OPTIMUM POURED. 2. ALL FIELD WELDING OF REINFORGIN6 AND STRUCTURAL STEEL SHALL 13E GONTIMIOU51LY INSPECTED BY AN APPROVED INSPECTOR. #4 0 24' O.G. �e = DENSITY 3. THE SOILS EN61N ER SHALL INSPEGT THE PLAGIN6 AND PREPARIN6 OF ALL FILL T. �� CONCRETE FILL SHALL BE SAME WIDTH BELOW 13UILDIN66 AND PAVING. T�B ��{'�N#1 rte■I AS, FOOTING AND FULL WIDTH OF TRENCH. 4. 5TRUGTURAL OBSERVATION SHALL BE PROVIDED IN ACCORDANCE WITH LUG SECTION 1102. J DETAIL PLACE FILL BEFORE FOOTING 15 PLACED. FOUNNIDATIOf� TYPICAL BOLT IN MA50NRY WALL 11 15" A 7 TYPICAL PIPE AND TRENCH DETAIL. 3 FILE:MAS42 REV.DATE. 12/8/44 SCALE,I V2"= 1'-0" th FILE:FDN3 REV.DATE:b/2V45 5GALE,N.TS. 1. GONTRACTOR SHALL REVIEW REPORT OF SOILS INVESTI6ATTON BY: <� RMA GROUP DATE: 3/22/9b JOB NO: 9b-044-01 • 4' LONG.SLAB SEE ARCH FOR 2. ALL FILL SHALL BE COMPACTED TO A MINIMUM OF 90% IN AC4ORDANGE o'-0" (p x-+-x x-t-x x�-�. ELEV. 2-�3 CONT A T CURB LOCATION 4 TYPE F SOIL. SILTY S S. RI : I I GONG. BLK.WALL AND SIZE 3: TYPE OF SOIL. SILTY STAND AND GOBBLES r MAIM ALLOWABLE SOL BEA N6 PRESSURE 500 P5F (NGREASABLE) SEE DET. TOA r SEE ARGH FOR 5. ALL FOOTIN65 SHALL BE GARRIED A MINIMUM OF 18' BELOW ENGINEERED 51M. 52.1 Q MES+ #3 0 24'o.c. DEPRESSION COMPACTED FILL 0 NATURAL GRADE. 6RADE -THIGKEN SLAB ED6E- -- 11 " - b. ALL FOOTIN66 SHALL REST ENTIRELY INTO ENGINEERED GOMPAGTED FILL OR �T� E ENTIRELY INTO NATURAL 6RADE. �'"� co 4 = AT ENTRY PER 4 L-- I 4 4" GONG. - i 1. PRIOR TO FORMING AND PLACING OF THE REINFORGIN6 ALL EXCAVATIONSWHERE OCCURS, f� �n _ 24' BLOCK COLUMN SEE PLAN *4 12" ' 0 24" O.G. Q - SHAH BE INSPECTED AND APPROVED BY THE 6E0-TEGHNIGAL ENGINEER. �-cAJ BEYOND - 1 r = Q+ � GONGaETE: -- - U O - 8 x x x 2-#8 CONT -- p -- I. 8 L I. THE MINIMUM 5TRENC7TH OF CONCRETE AT END OF 28 DAYS SHALL BE: E-I Qlj • GRADE I ED6E OF SLAB CURBS AND SLAB DEPRE%ION5 SLABS ON-RADE - - - - - - - - - - - - - -- -2500 P5I - - -150 PGF E-1 � � FOOTINGS - 2500 P51 -150 PGF F-+--I ♦ Ui #3 GOVT. NOSING BAR TYP. 2. REINFORGIN6 v 1 O Z A. REINFORGIN6 STEEL: ASTM A-b15 �D FORMWORK TYPICAL REINFORGIN6: 6RADE 60(#5 AND LAR6M V 1 GONG. OR MA5 WALL 6RADE 40(*4 AND SMALL v `v B. REINFORCING FABRIC. A5TM A-185 4 #3 TIES 0 24 O.G. • 2 6 x b WIA x WIA ME5H OPTIONAL F� • CON5T. JOINT �� C. WELDING OF REINFORCING STEEL: Ahs 0-12-I LOW HYDROGEN ALL O FOOTING AND FOUNDATION WALL MAY BE POURED b" " �' • MONOLITHIG PROVIDED THE 510B OF THE FOOTING RE INFORGIN6 TO BE WELDED: ASTM A-?Ob " �� D. PROVIDE MINIMUM LAP ON ALL BARS OF 40-DIAMETERS(24 MINIMUM) n ARE FORKED AND THE EXCAVATION 15 LARGE UNLESS NOTED OTHERWISE. r t I O O` - ♦ � BEAM ENOU6H TO PROPERLY GLEAN THE EXGAVATION E PROVIDE BENT BAR LAPS OF ALL HORIZONTAL REINFORCEMENT AT FOOTING �.J �r•/^� SEE DET. 12 AND TIE THE IF THE 5108.A POUR JOINT 15 CORNERS. VAP 40 13A DIAMETERS(24' MINIMUM). � MANDATORY IF THE SIDES OF THE FOOTING ARE STAIR ON GRADE NOT FORMED F. 5TA66ER ALL SPLICES OF ALL HORIZONTAL REINFORGINC7 6. WALL AND GOLUMN DONELS SHALL BE THE SANE 51ZE AND SPAGIN6 AS, V 1 O T 2'-0' • • b" H. THE FOLLOWIHALL AND INN6 MIN CONCRETE�5HALL BE MAINTAINED FULLY FORMED FOOTING (MONOLITHIC POUR) I,,,,� NOTED OTHERWISE= CCS -iC m TYPICAL SLAB ON 6RADE DETAILS 4 U SLABS GRADE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _GaNTER OF SLAB O V FILE,FDN4 REV.DATE,I/V44 5GALE: N-T5. 2x STEM WALL FORMS POUR-URB MIONOLITHIG WITH FOOTING t d b 2-#5 MIN. 'X' GONTINIOU5 MIN. 3. FFORMED,b 2. CAST AIE��TO EA�AND HEATHER TO EARTH - - - - - - - - - - - - - - - - - - - - -3" TYp 2-*5 MIN CLEANOUT(MIN) 2x PLANIKiNI6 TYPICAL #b AND LARGER - - - - - - - - - 2' H *5 AND SMALLER - - - - - - - -I V2' r MESH OR REBAR I NOTES: 4. NOT EXP05ED TO hEAll ER OR EJ4R1H Ix3 KEY #4 X 18' L6. SMOOTH GUT BACK I. FOUNDATION GONG. MAY BE PLACED * * - - - - - - -_ ■ � SEE EDN.PLAN " b WALLS,51..A85,AND JDI5T5: 14 AND 18 I I/2 DOWEL 0 24 O.G. FORMWORK NOT SPALL DIRECTLY INTO NEAT EXCAVATION, #II AND SMALLER - - - - - - - - 3/4" V d b I c _ x x x x PERMITTED BEiOW STAKE5 NOT PROVIDED INE FOUNDATION TRENCH GOU"6,BEAM5,61RDER5: - - -- - - - - - - - - - - - -I V2' �J .o REMOVE FACE SHELL OPENED END UNIT 6RADE UNLE55 PERMITTED WITHIN KALL5 ARE STABLE AS,DETERMINED 3. GEMENT: PORTLAND GEMMA TYPE I OR II LOW ALKALI;A5TM 6-150 d AND USE OPENED END FULLY FORMED FT6. SECTION BY THE ARCHITECT(STRUCTURAL 4. A66RE6ATE5: NATURAL ROCK AND SAND: A5TM G-33 +� UNITS FULL HE164T AT ENGINEER). 5. DOhELS,ANCHOR BOLTS, INSERT'S,ETC.,SHALL BE SECURELY TIED IN PLACE o d b = BAR DIAMETER ( INTERSECTION #3 0 8' oz.0 #T I EXCAVATION MUST ADD 2' TO PRIOR TO POURING OF CONCRETE OR 6ROUT. 1 �_ AND LARGER 1'-6' MIN. 4' 8 MIN. BE KEPT GLEAN PLAN DIM. b. ANCHOR BOLTS WITH UPSET THREADS SHALL NOT BE USED. _In BENDS AND HOOKrJ GORNrF12 EiARS SAME JAMB BARS 1. NO PIPES,DUCTS,OR CONDUIT SHALL BE PLACED IN CONCRETE UNLESS 51ZE AND 5PAGIN6 AS, t FRS OF DEBRIS UNFORMED FOOTING POURED AGAINST GRADE 5PE1✓IFIGALLY DETAILED OR NOTED. HORIZ.WALL REINF. TYP. -- 2- #5 MIN. 4d #3 THROUGH#8 JAMB BAR5 CON5TRUGTIDN JOINT 8. ROUGHEN AND GLEAN CONSTRUCTION JOINTS PER 2bOb (d). Q H- o bdb 5d #9,#IO, t #II (G.J. ON PLAN5) TYPICAL FOUNDATION FORMING DETAILS 1 -o 4 MIN. DOUBLE LAYER REINFORCED WALLS x -50 BAR DIA. b � ■X FILE,FDNI REV.DATE:IVrT/44 5GALE:N.T5. #14, -#5 MIN. Q v � f� MIN. REMOVABLE STRIP w n I 1/2d - - OR SAW GUT N o I I I/2 min. � - MA=SH OR REBAR SEE FON. PLAN I■ 3 ,.., 1O f - FOUNDATION WALL _ LU 40d FOR GONGRETE III x x Q `D E 50d FOR MA50NRY REMOVE FACE SHELLQ OPENED 2' ' MIN. LAP k AND USE OPENED END END UNIT -0 b' 40 BAR Q - z CO I UNITS FULL HE16 4T AT H INTER5EGTTON #3 0 8' oc. 0 #7 HEAK BED PLAW JOINT MIN. DIA. 40 BAR 0-4 o� Zr AND LAR6ER (W.P.J.ON PLANS) 1A. 00 Q a D = o 5PLIGE5 CORNER BARS SAME JAMB BARS REINF. SAME AS, SIZE AND 5PAGIN6 AS - 2- #5 MIN. FOOTING REINF. x' o 0 HORIZ.WALL REINF. TYP. a TYPICAL REIW LINO BAR DETAILS 13 JAMB BARS TYPICAL SLAB JOINT DETAILS 5 �9g �� FILE:REINFI REV.DATE. IV2V44 5GALE:KT5. 51N61.E LAYER REINFORCED WALLS FILE:FDN5 REV.DATE:2/28/44 5GALE:M5. ll ,\ 3 = I IIICLLL J iv GLA. 3:0 �Q DRILL 3/4"(P X 4"DP. HOLE FILL IL SEE PLANS LAB INSERT X24 POXY 2�4�OL. ■ \ n z 000 GLEAN AND I MAX. a Q ROUGHEN FOOTING S ROUTEP _ ALL CORNERS SHALL x 40 DIA. 3" 3'-0' MIN. 2 X 4 EA. SIDE W/ BE INTERLOCKED AS, GLR. PIPE W/ SLEEVE CONSULTANT SIMP50N V2"m G.B. T A B II�'� INDICATED A35 �, I ��� PER -/5-SEE FOUNDATION TYP. SLAB GONN. TO (FQ 5LAB „ °GG'�5 A"° BYRD AND ASSOCIATES Consulting S turat Engineers 'It �II (E) GONG. THIGKENED SLAB m ONTARIO,ca 9Anez WE I 2 STD.PIPE I (908)983-55MFAX(909)983-4488 TYP. VERT. WALL REINF. U.N.O. TYPICAL STEPPED FOOTING DETAIL 2 #3 TIE c 0 EA. n FILE:FDN2A RFV.DATE:hill/95 ',(,ASI.N.1 5 NO. 80-14 ljSTIRRUP ITIONAL (N) GONG. 5LAB DRILL 3/4'0 X 4' DP. HOLE FILL J I I PROVIDE 2�0LGLEAN AND CITY OF RANCHO CUCAMONC3A (5EE PLAN) W/NOW;+IRINK EPDXY 6ROUT AND U TOP d BOT. ROU6♦EN I INSERT#4 X 24" L.6. 0 24' D.G. WHERE LINTEL SPAN #3 STIRRUP 15 > 2X LINTEL DEPTH 0 8' O.G. x APPROVED BY: RECOMMENDED BY: j CITY ENGINEER 2-#5 MIN. T. 4 B. U.N.O. -� 2-#5 MIN. T. d B. y RCE: DATE: U.N.O. (E) GONG. OR GONG. BLOCK SUBSECTION SHEET LINTEL BLOCK «� �� WALL t t TYP. SLAB CONN. TO 0 WALL OF PROJECT SHEET 12" TYPIGAL LINTEL TYPICAL 5HALLOW LINTEL (LINTEL DEPTH < 3t) BY DATE BY DATE j REVISION DESCRIPTION DRAWING NO. 14 TYPICAL MASONRY WALL REINFORGIN6 DETAILS 10 TYPICAL SLAB CONNECTIONS TO GONG. OR MAs 6 O DESIGN �RRY so.� FILE:MA52 REV.DATE:q/5/45 5GALE<N.T5. FILE:FDNB REV DATE: it/11/44 SCALE:N.1.5. ENGINEER APPROVED Jun 05, 1997 _ 11:08:11 S01 `V LEISW 6NLE6W 07/07/45 A.B. ANCHOR BOLT HD. HOLD DOM 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH 545 OF THE 6RADE5 INDICATED BLK6. BLOGKIN6 HORIZ. HORIZONTAL U PLATES: NOTED: LE06ER SPLICE AT STUD PRESSURE TREATED FESS/ /1 p BM. BEAM H.5A. HEADED STUD ANCHOR MO 2) 0 B.N. BOUNDRY NAILING H.5B. H16H 5TREN6TH BOLT STRUCTURAL FRAMING: Q G= GAMBER J5T. J015T 2' _ 4' THICK 2' -4 ' WIDE NO. 2 Ri `may 2 4 THICK 5 AND WIDER NO. 1 ; Gy M.Byrd c G.B. CARRIAGE BOLT LT. WT. L16HT WEI6H'T No. S3350 z 2X J015T AND RAFTERS NO. I w rn aEAR HAS. MA50NRY G R. CONSTRUCTION JOINT MB. MACHINE BOLT G.N GOVT. NAILING (N) NEW 4X BEAMS AND P05T N0. I � 6X AND LARGER BEAMS AND POSTS SELECT STRUCTURAL 1 COL. COLUMN N.S. NEAR SIDE 2. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE 4 OF CALF STANDARDS OF THE WEST COAST LUMBER INSPECTION BUREAU. GONG. CONCRETE O.G. NOT EN ER 3. ALL WOOD BEARING ON MA50NRY OR CONCRETE SHALL BE PRE55ME TREATED CONN. CONNECTION O.G. ON CENTER g GOVT. CONTINUOUS OPN6. OPENING DOUGLAS FIR A5 OUTLINED IN UB.G.5TD. 23-12. G.P. COMPLETE PENETRATION P.J. POUR JOINT 4. PLYWOOD ROOF AND SHEAR WALL SHEATHING SHALL BE GRADE MARKED G.P.E. CONT. PANEL NETRAEDGES PLT. POUR STRUCTURAL I OR II (PER PLAN5) P51-83, WITH EXTERIOR GLUE. DBL. DOUBLE PLT. PLYWOOD 5. BOLTS SHALL BE A5TM A-307. PROVIDE STANDARD CUT WASHER BETWEEN DIA. DIAMETER REQ, RECD PLYWOOD IRED BOLT HEADS AND NUTS AND THE WOOD.WHERE BOLTS ARE IN TEN51ON PROVIDE JOB NO. g5Og1 MALLEABLE IRON KA-%C-R5. DO. DITTO REM. REMAINDER 6. STRUCTURAL LUMBER MEMBERS SHALL NOT BE GUT OR NOTCHED FOR PIPES OR DATE MAY 7, 1997 1-51MP50N 5T6236 PRVr6. DRAWING R.S. ROUGH 5A4* CONDUITS ETC. LINL.E55 SPECIFICALLY DETAILED OR NOTED. 2X L E06ER EA. EACH 5HT6. SHEATHING 1. 2' 50LID BLOCKING OR TJI BLOCKING AT TJIS SHALL BE PROVIDED BETWEEN ELEV. ELEVATION 5-1 SEPERATION JOINT JOISTS AND RAFTERS AT ALL BEARING SUPPORTS. DRAWN M.S. (E) EXISTING 50. `-BARE 8. NOTCH,A5 REQUIRED,ALL JOISTS AND RAFTERS TO PROVIDE LEVEL, NOTE= LE06ER SHALL BE GONTINUOU5 ENEDGE NAILING INJOINT S.M. SAR ISIMI f METAL FULL BEARING AT J015T5 HANGERS,PLATES AND SUPPORTS. . I THRU INTERSECTING STUD WALLS 4. BORE HODS FOR BOLTS 1/I6' LARGER THAN THE NOMINAL BOLT DIAMETER. EQ. EQUAL S.P. SEE PLAN 10. BORED HOLES EXCEEDING ONE THIRD OF THE WIDTH OF THE METER BEING EXT. EXTERIOR STA66. 5TA66ERED PENETRATED SHALL NOT BE PLACED IN STUDS UNLESS FULLY DETAILED ON THE FDN. FOUNDATION 5TD. STANDARD APPROVED PLANS. HOLES NOT EXCEEDING ONE THIRD OF THE WIDTH SHALL BE F6. FINISH GRADE STL. STEEL NEATLY BORED AND SHALL BE LOCATED IN THE CENTER OF THE MEMBER BEING F.N. FIELD NAILING 5TL. 15T. STEEL JOI5T 11 7 F.O.G. FACE OF CONCRETE TAL. TOP OF GONCRETE PENETRATED. TYPICAL LEDX6ER SPLICE DETAIL F.O.M FACE OF MA50NRY T.O.M. TOP OF MASONRY II. CONNECTION ALL BOLTS PRIOR TO COVERING AND MAKING THE BOLTER FILE,WD3 REV.DATE: IV21/q4 SCALE,N.T5. F.05. FACE OF STUD TD.MD. TOP OF METAL DECK ALL NAILS INACCESSIBLE. ETOBM I ; F5. FAR 510E T.O.P. TOP OF PLYWOOD 12. ALL NAILS ARE TO BE COMMON NAILS AND ARE TO BE GALVANIZED WHEN _ 4-Ibd/$LK. FRM6. FRAMING T.05. TOP OF STEEL EXPOSED. V D SEE LUMBER NOTE #11 DBL. 2X TOP PLTS. 3. INSTALL I X 6 DIAGONAL LET IN BRACE EVERY 25 FEET IN ALL STUD WALLS Ibd @ 12' OL. FTG• FOOTING T.S.TTUBE STEEL NOT COVERED WITH PLYWOOD. INSTALL AT 45 DEGREE ANGLE AND GONTiN0005 [�] �i (� D� MAX 6ALY. GALVANIZED • TYPICAL FROM TOP PLATE TO SILL PLATT:. 3-IbdGA. GAUGE 0/3 D/3 MIN. � 61B. GLUE LAMINATED BEAM UO VERT. VERTICAL ND. UNLESS NOTED OTHERWISE � \./ 2X STUDS TYPICAL MIN. B q GYP. BD. GYPSUM BOARD WA. WHERE OCCURS 14. LINT115GHEDl1LE • 80RED HOLE IN STUD WP J ►^IEAKENED PLANE JOINT LINTii SIZE(U.NAJ LINTEL SIZE 7j DETAIL REFERENCE N.N.F. HELPED WIRE FABRIG OPENING WIDTH AT BEARING WALL AT NON BEARING WALL �V 2X SOLID BLOCKI 2 X 4 6RAGE o V-0` OL. 2X BLOCK W/ I DETAIL NUMBER j AT CEILING LINE AND 3'-0"or less Stud width x 4" 2-2X4 `J }•,�1 3-I6d FA. END SHEET N0.WHERE DRAWN 3'-0' to 6'-0" stud width x b' 2-2X6 TYPICAL 5TUDHA..L INTER5EGTION MAX.8'-0" o,c. E p B HEADER 5E E PLANS AND I S-� STEP FOOTING b'-I' to 8'-O' stud width x 8" 2-2X8 50EDULE THIS SHEET \ 2-2X KIN6 5TUD5 1 WALL ELEVATION 15. FRAME CEILING AS REQUIRED PER ARCH.AND THE FOLLOWING SCHEDULE OF ^ 0 NOTE: WHERE HOLD DOM DOES 2X CRIPPLE STUD. USE 2-2X A WALL ELEVATION LETTER O'-0' REFERENCE 2 X 4 BRAGS 0 ��, �ygHOT,i ALLOWABLE CEILING J015T SPANS NOT OCCUR PLYhD. DOES q 51HP50N A35 GRIPPLE5 AT OPENIN65 PETZPENDIGULAR 5# Si FEET N0.MERE DRAWN �+ .� NOT NEEED TO RUN THROUGH O �Iv -0 CIL.STAGE. MAX SPAN MAX SPAN r-Ij OVER B 2-IOd T.N. EACH 2x F LENGE ELEVATION JOIST GYP. BOARD FINISH PILASTER FINISH 'n PLYWD. WHERE O C 2X SILL PLATE.PROVIDE WALL SECTION -3-0" TO BOTTOM OF FOOTING v 1 Y OGGURS ILTE 2-2X PLT5.AT OPENIN05 3-164 A WALL 5EGTION LETTER 2X4 0 I6 o.G. 101-01 &I-ON OG Ibd 0 12' o.c. B OVER b'-0" 5# 5HEET NO.WHERE DRAWN 2xb 0 16'o.c. 15'-0' 12'-6' V L r „-( 2x8 0 Ib`oL. 20'-0' I7'-0' `J c1/ 51MPSON.FA NEARSIDE H-j I Ibd @ 12' O.G. E.N. Ibd 0 12' O.G. 2-IOd T.N.FAR5117E a v E.N. HOLDDOWN E.N. O I-Ibd FOR EA. INCH OF LINTEL 3X - - - - TYP.EACH BRACE O DEPTH INSTALL IN 2 ROY�i - - - - - - - - BLK6. 2 X 4 BRACE 0 8'-0`O.G. NAILING SGLiVULE= O �...� O 5IMP50N L5TA24 AT HEADER A I. J015T5 AND RAFTERS TO BEARIN65-TOENAIL EA 51DE- 2-I0d r t-"I O I'1 2-2X PLATES 2X STUDS 0 Ib' OL. I AND SILL AT WINDOW OPN65. B SPLICE 2. STUDS TO SILL PLATE OR BEARING-TOENAIL EA SIDE- 2-I0d g EN.- AND AT HEADER AT DOOR SILL PLATE 1 5 3. LOWER DOUBLE TOP PLATE TO 5TUD5------ 2-Ibd OPN65. b'-0" d GREATER PARALLEL 2x P.T. 5111 PLT. W/ Q E.N. STUDWUDTH x STUDWUDTH � 4. 11PP� DOUBLE TOP PLATE TO LONER PLATE-- 2-Ibd r U t 5/8 DIA.A.B..0 48 OL. T� F�--I I Ibd 0 12' O.G. (`i'YP.EA.SIDE OF OPN6� 5. TOP PLATES-END5 AND INTERSECTIONS—--- -3-I6d V 1 ANCHOR BOLTS 0 48 o c. 2X STUDS 0 Ib OL. - TT I � POST AT HOLDDOWN (TVP.AT BEARING WALLS) TVP. DIAGONAL $RAGE DETAIL � 6. BLOCKING BETWEEN STUDS•- EA END FACE-NAIL OR TOEtyAIL- 2-Ibd � O TYPICAL SEE PLYWD.SHEARWALL DETAIL 7. BLOGKIN6 BETWEEN JOISTS OR RAFTERS EA. END FAGENAIL OR TOENAIL 2-Ibd O 2X STUDS 0 Ib' O.G. FOR ADDT'L SPACING REQMT5. 145 DIA. X 3' LAW VELOCITY # I DRIVE PIN AT 32' o.c. � 8. MULTIPLES � " Ibd 0 12 O.G. (1� TYPIGAL I TIONS 12 TYPICAL STUD WALT. FRAMING DETAIL "' TYPICAL r ICAL NON-REARM KAU WAGE DETAILS 2X P.T. SILL PLT. W/ 14 GA. WASHERS 4. BUILT-UP BEAMS- Ibd @ 12 O.G. EACH SIDE O j \j, FILE.WD17 REV.DATE: 11/21/44 5GALE.N.T.5. FILE.WDIO REV.DATE,8/11/45 5GALE:NT.5. FILE, WD4A REV.DATE. IV21144 SCALE,N.T.5. 10. BUILT-UP CORNER 5 --Ibd 0 12 O.G. V 2-#4 CONT. 0 CURB II. LET IN BRAGIN6 EA END-I - ----------3-8d 24' PLYWD. `BEET NOTE: JOISTS AND RAFTER FRAMING,AND - - AT INTERMEDIATE STUDS- I1 -2-8d ~ c MIN. WIDTH BLOCKING WHERE REQUIRED,TO W� r } BE MINIMUM 3x NOMINAL OR WIDER IXb-- _-_}b WHERE NAIL SPACING 15 3 o c. 12. RIBBON5 TO 5TUD5-- NIX RIBBON-- - �� -_______�16d J015T OR RAFTERS AND CLOSER. ;fl NOTE: NAIL5 TO HAVE MIN. E 06E 015TANGE OF 3/8'. SI Ibd IN 2 ROWS EACH OPTIONAL POUR JOINT GP,E p SIDE OF SPLICE JOINT Ll qt 4'-0' MIN. 12l6 IN 2 ROW5 8' #3 0 24' OL. E06E NAILING(E.NJ EACH 51PE OF SPLICE 8 2-2X PLT5. JOINT CONTINUOUS PANEL E06E NAILING(EN) AT CONTINUOUS PANEL ED6E5 PLYWD.SHEETS TO BE PERPENDICULAR ,_. -0 TO RAFTERS AND PLYWOOD JOINTS STUV5 TYP. NON-BEARIN6 WALL TO SLAB DETAILS Ul Q 5TA66E3RM A5 INDICATED. (MIN. PLYWOOD 5TA66ER 15 24') FILE:hD2 REV.DATE: IV21/94 SCALE N,TS. �- BLOCKING WHERE SPECIFIED (5E E PLAW CENTER ALL SPLICES q' MAX q' MAX q' MAX I a p I I I BLOCK ALL ED6E5 AT FLOOR OVER STUDS TYP' a -- II I DIAPHRA61H5 ILIU _ PLYWD. JOINT > co con d QQ ° o ry 3 X 4 BLK6. _ u Z CO PROVIDE 2-I0d T.N. Q o a OR "Z" CLIP EA. END tr ANCHOR BOLT5 PER DETAILSo -'a a - FIELD NAILING(FN) AND 5HEARWAQ a LL SCHEDULE = a f BOUNDARY NAILING a3.N� DETAIL A °o 139 TYPICAL MINIh�JM PLATE SPLICE DETAIL 5 j TYP. PLS DIAPHRAGM %EATHI% DETAIL FILE:WDII REV.DATE: 12/6/44 SCALE:N.T.5. FILE,WD5 REV.DATE: I1/21/94 5GALE:NJ.5. 30 -1x STAGGER NAILS FOR c d o SIMPSON BOLTS TO BOLT TO E BEDM"f STUD DOUBLE TOP PLATE WHERE PLYWOOD OGCUR5 EACH 51X OF WALL STUD HOLDOWN WOOD GONG. 5HEARWALL 0 DOUBLE OP A OFF5ET VERTICAL PLYWD. JOINTS AND USE 3X SEE TABLE GONG. MAS. (MirU 55TB aU E.., EN. PL BLOCKING E06E NAIL FULL H02A 2-5/8' 0 5/8' 0 18 24 4x4 16 WHERE SILL PLATE 15 DRILLED OR NOTCHED W Z vQ HEIGHT. STAGGER PER HD5A 2-3/4' 4) 3/4" 0 18 24 44 20 ONE THIRD PLATE WIDTH OR MORE,PROVIDE a' Q OD X WALL 5TUD5 0 16, OL. (2X MINS • SEE NOTE THI5 DETAIL RE. A.B. 5HEARWALL SGFED. ANCHOR BOLTS WITHIN OF HOLE OR NOTCH SEE SHEARWALL SC,HEDUI.E FOR SPACING WHERE PLYWD. BOTH BOLTS TO WOOD 1 BOLT HDbA 2 7/8 0 1/8"0 18 24 4x4 28 MIN. READ. STUD THIGKNE95 SIDES BS OF WALL (SEE TADIA,b" HDSA 3-7/8' 0 7/8"0 18 24 44 28 I I - 1-TOLES SHP,LL BE MIN• MAX. 1/I6' LARGER 0 1/ C O N S U L T A N T MOA 4-1/6' 8'0 24 36 4x4 28 F STUDS,BLOCKING NAILO� AB. ALLOWABLE THAN BOLT DIA. H014A 4-I' 0 I' 0 36 48 bxb WA BYRD AND ASSOCIATES I�J" I I I I I I NO. PLY. AND 51LL PLATES 5PAGIN6 SHEAR 0 EDGE JOINTS EDGE FII3D PROVIDE 5Tp. HD20A 4-I' 0 1 1/4" 0 36 48 bxb WA Consulting Structural Engineers EN. I I I I I 1/2' 2X IOd 0 6" O.G. IOd 0 12' OL. 46` O.G. 310#/FT, un wA�AT H015 5_11 (p 1 1/4" 0 36 48 bxb WA 537 K EUCUD AVE HDIS ONTARIO,CA.QV62 B 1/2' 2X IOd @ 4' O.G. 10d 0 12' OL. 31" O.G. 4b0#/FT. 5TD. CUT WA5HER (909)983-5599 FAX (909)983-4456 TOP OF 5LA6 NUTSOO HOCLT" C OR TYP. ANCHOR BOLT PLAGEMFNT AT SILL DETAIL 2 EN. I I I I I I I I FILE:HPI REV.DATE q4 ,,06 No. 80-14 5HEARKAU 56 SEETR�E°'� � CITY OF RANCHO CUCAMONCCM STRUGTURAL II15 APPROVED I I I I I I I SO•I - - - - � Dy, CITY ENGINEER � DATE. � RECOMMENDED I3Y: H I 3' GLR. MIN. RCE SUBSECTION SHEET 5/610 X 12' MIN. 2 BOLTS FA. PANE. OF GL SEE 5HEARWALL 5HEDUE FOR I - -� NOTE: SECTION PROJECT SHEEP 5PAGIN6 3" GLR. MIN. HIOLDDOYIN SHALL BE REDUCE AB. SPACING BY ONE HALF 1 TORQUED A5 REGD. 10 OF g' DATEHOLDDONN WHERE PLYWD. 15 BOTH SIDES OF WALL BY MANUFACTURE DRAWING NO.�AREVISION DESCRIPTION DESIGN CITYTYPICAL PLS DTAIL TYPICAL HOS VTAlL I ENGINEER APPROVED So. FILE: HPI28 REV.DATE:2/22/95 5GALE: N.T.5. FILE:V✓U7 REV.DATE:2/21/95 56ALE:N.T.5. Jun 05, 1997 _ 11:12:22 S02 i ffQn w. PREFAEIRIGATED PLYHOOD WEB JOISTS ORU-%JOIST) I. CALCULATION5 AND SHOP DRAWIN65,5TAMPED BY A LICENSED CALIFORNIA �I FOR REMAINDER FOR REMAINDER CONCENTRATED CIVIL OR STRUCTURAL ENGINEER,SHALL BE SlA3MITTED FOR ENGINEERS RpFESS/p SEE 5� 1/80 MIN. APPROVAL PRIOR TO FABRICATION. 1`• 7 7 " 2. ALL PREFABRICATED PLYWOOD J015T SHALL BE FABRICATED IN AN APPROVED f�,. I/4 MAX. �c. 2X STUD 0 ib OL. FACILITY. ~ R Y J015l S (E) FRAMI 2" MAS( 3. MANUFAGTi1RER SUB5TITUTION5 PROP05ED BY THE CONTRACTOR WHICH REQUIRE Ic M.B rd - • No. 53350 m V MASONRY 2X LED6ER SAME DEPTH 2X - - ADDITIONAL TIME SPENT FOR REVIEW AND APPROVAL OR CHANGES TO THE � Exp. 3/96 1: I ......�. BLK6. • CONTRACT DOUIMENT5 ARE SUBJECT TO FEEGHAR6E5 TO THE CONTRACTOR. LINTEL (E) 6LB. 4. OB16N LOADS: (POUND5 PER 5QUARE FOOT, PS.F� �q UCT� A5 GL6. JST. IOd 0 3 oz.---w- • v Is, HILTI 0.145"m (N) 2 X 4 BLK6. AT REMAINDER N ROOF LIVE LOAD: 20 P5.F. OF CALF X-DNI SHOT PINS - 1 2-I0d EA.SIDE . ROOF DEAD LOAD: 15 P5. . Il,c 0 Ib'O.G. 5TA66. _ 2X I 2X GL6. JST. - 5. TJI BLI OGK CORRIDOR:SHALLBETHE.FS�AW MATERIAL AS THE TJI JOIST. INTO FAGS SHELL o MAX. SEE PLANS AND SCHEDULE THI5 SHT. - - - - I# -- BLK6. - - 2 i I/2 b. TJI JOISTS SHALL BE IDENTIFIED BY A STAMP INDICATIN6 THE JOIST TYPE,NER #1if ... . SIMP� Lu HANGER SIZED FOR REPORT NUMBER,MANUFACTURERS NAME,PLANT ,AND THE PFS I ' t (W) 2- 2 X 4 PLTS. 7. JDt5TCORP50RATIONGOt�ORMO THETHE REPORT NR43ER FOLLOWI PROFIT) JOIST OR PR06RE%PVE 6LOGKIN5 2' MIN.BEARING 1/4' �, JOB N0. 45091 - I t 12 FOR 2X6 JOISTS AND DBL. 2X I/8' MIN. ! =' _ SMALLER. PLTS. BEARING DATE- MAY 7, 1997 I SUPPORTT, II I I I II I I I I-Il FOR EACH 2' OF 2 X 4 5TUD5 0 Ib' OL. 7/Ib' o5B PLYWOOD DRAWN M5. I I I I LEDGER DEPTH 0 EACH STUD. I I I I - 5TU00le 2X6 3-Ibd0 SOFFIT WALL WALL STIFFENER MATERIAL W/T BEYOND I I BEYOND I I I 2X STUD 0 Ib' O.G. TJI J015T EACH SIDE - 11/2" x 23" MICRO LAM i I I 35G 7/8"X 2 5/16' COX PLYWOOD FLANGE (TYPICAL) NER12b E = 2.0 x 106 P.S.I. I un 5% 2x4 (No.2) TJI 3% 5E0TION PROFILE 7 ,4 PARALLEL STRAND LUMBER 851)TYPICAL CEILING JOISTS FRAMIN6 DETAIL 11 TYPICAL TJI WEB STIFFENER DETAIL PARALLAM P5L A5 MANIFAGTURW BY TRU55 J015T MACMILLAN WITH THE FOLLOWIN6 MINIMUM FILE:WD24 REY.DATE: IV21/44 5CALE:N3.5. FLS:TJII REV.DATE:11/22144 SCALE:N.75. ALLOWABLE 5TRESSES r 1� E.N Fb=2400 P5.1. E=2)" K5.1. FV=240 P6.1. Rm =2900 P5.1. `J 30 2-2 x 4 PLTS. EN rte-, • SPLICE PER #4 0 24' OL. 1 12 50.2 - PLYWOOD 0 V TJI BLK6. A 2-I0d EA. SIDE ed W. BM. OR LE06M EACH BLOCK f'`y • • • B N 51MP50N H3 0 48" OL. 108d B�AGKNA OCK W >--4 � C-) 0 3-Ibd PER �-2x BLK6. K TJI J015T 2 X 4 BLK6. W/ 3-Ibd BLOC E.N. 3-Ibd PLAN rl SEE n FOR REMAINDER �4 rn F-t-�I o TO LEDGER TJI V 1 �-{ SEE LOA ~SEE PLAN 4 Q) (�+ FOR REMAINDER • 52.1 2 X 4 CEILING J015T W/ 2 X 3 BLOCK W _ � SEE T • ! 2-I6d TO BLK6. lod 0 6" O.G. 2X12 DONT. LEDGER WITH M0 b' O.C. 2 X 4 BRACE 50.1 �j 5-Ibd PER ST 51MP50N ITT351Ib8 UD. SPLICE I HANGER PER 3 U.N.O. SEE PLAN BRAGS PARALLEL TO J015T O H 0 • 50 2 I� F-�-i z °Aa 1 A 2X4 STIP 0 Ib` O.G. HMSTIFFENER Pix A V 1 ^ � 1/.1 • • � O � .�� 16 TYPIGAL P IVE &OGKI% 12 TJI TO LED6ER CONNECTION DETAIL 8 TYPICAL TJI SHEAR BLOGKIN6 5 TYPICAL WALL BRACE TO TJI DETAIL Z 0 V FILE: WD25 REV.DATE: IV22/44 5GALE:N.T5 FILE: TJIIT REV.DATE: 12/1/44 5GALE, 1"= 1'-0' FILE:TJI3 REV.DATE: 11122/44 SCALE:MT5. FILE:TJ12 REV.DATE: IV22144 SCALE: N.T.5. I� EN. 161-0' 2-2 x 4 PLT5. E.N. H SPLICE PER 5 !; f AL 41 WEB STIFFENER �� PLYWOOD - - - - 2-I6d NAILS 4-16d NAILS, PER PLATE � 2- #4 GOVT. - PER BLOCKING 4 2- #5 DONT. TYP v 2x PLATE EN. SIMP50N HB 0 48' O.C. FOR REMAINDER 2x6 BLOCKING STUD �t 10 13 PLYWOOD 0 48" O.G. W/ BN 8' GONG.BLK. W/ 2x BLOGKI% O d/BLK 2-IO . X " #4 0 24" O.G. EASILL PLATE TYPICAL 3-IOd 0 TOP 1 __---2x BLK6. + GROUT ALL CELLS SOLID 2-I6d END 4 X 12 LEDGER W/ NAILS EA. ELK. 5IMP50N PA23 0 48' O.G. 11 E.N. it E.N 3/464; A.B. 0 24" OL. WEB STIFFENER EQ. TYP. ., 2- #5 CONT. 50.1 i''! • • 1 4 1 - QTJI '5EE PLAN) ~ o 0 Q � 3-Ibd PER 2X8 CONT. LED6ER WITH 4" GONG. SLAG CJ n1 n BLOCK 4-Ibd PER 5TUD.SPLICE " ~ PER U.N.O. SEE PLAN 12 ANCHOR BOLT AT N o IRE 3 uLI • SIMPSON PA123 0 48' O.G. STUD BEARING Q TJI 2 X 4 KEY ►- c0 SIMPSON ITT3511M � Q Q � I' SIMIx�ON ITTIIbB HANGER 2X4 STUD 0 Ib' O.G. iv FOOTING Q o 0 . • • - _ uz Ion �I HAN6ER H u FOR REMAINDER 2- #4 CONT. .� Q o a 07 10 a' = Q o 0 2- #5 CONT. I' - LillQ 17 13 9 6 TYPICAL AT ANGhHOR BOLT BELOW STUD Ion TJI P TO LAR / WALL FILE:TJIIB REV.DATE, 12/7/44 5GALE: 1" 1'-0" FILE: WD34 REV.DATE: 12/1/44 5GALE:N.T.5. 3 0 -1 x W = tlJ Q p1/ H� 3 X 8 PLT.W/ w oz W/ 3/4' (P A.B. a 1r piiiil 0 24" oL. TJI BLOCKING t3. Q a0 af I LINTEL ABOVE PER PLYWOOD 10 13 17 Iiiil� Hiiiil E.N. - - - - - - - - - - - - - - ILII IIIII - - - iiil� � l #3 TIE5 0 8' O.G. CONSULTANT • • ,;' EXTEND 3 PILASTER Ipil� un1 VERTICAL BARS INTO 1 BYRD AND ASSOCIATES i LINTEL I 2_ TJI Consulting Structural Engineers �5t� PLAN) 537 N EUCLID AVE Ir ONTARIO,CA.9962 !I I14i� (909)983-5699 FAX(909)983-4456 1: (IIIDJOB No. 80-14 pil+ L. II� Iiiiir 2-#7 51MP50N PA125 0 48' O.G. 8' CONCRETE BLOCKIQTB. b547IH - - - - - _ - W/#5 0 24 OL. EXcl�r OF RANCHO cuc�Mo�c ► 14 • GROUT ALL GELLS SOLID. SEE DET 10/50.1 i';Fa APPROVED BY: RECOMMENDED BY. z=s= FOR ADD'L MASONRY I, - p CITY ENGINEER RCE 3/479 DATE: LINTEL REINFORGIN6 l SUBSECTION SHEET OF 2- #5 PROJECT SHEET I BY DATE BY DATE 18 0 14 _ 8 10 0 REVISION DESCRIPTION DESIGN CfTY DRAWING NO. SO. ENGINEER APPROVED Jun 05, 1997 _ 11:17:01 C:\JOB\80-14\SO3 / ~~~~� w ) FES 110, It. S3350 Ex p 3/qb 51111 Ui JOB NO. 51-00 DATE MAY 7, 1997 SAW CJJT AN[) DRAWN M.S. REMOVE EXISTIN6 52.1 NEW RA� r4 ijp M. 14 E 14 50.1 SIM. 01 REPLACE W NEN 4' GONCRETE SLAB w/bxb-WIAxHIA HW OVER T-4 TIrp. 2' SAND OVER 6 MIL VAPOR BARRIW 50.1 U- I @) IOA OVER 24 SAND OVER b MIL.VAPOR BARRIER YPI 2 Sim. yi 14 SEE ARC44. FOR 12 50.1 16 IM 50.1 co 52.1 SIM. Z CO At 50.1 r4 y SAW GUT AW REMOVE SLAB. 117 t t-1 L-t-% .................................� RfftAGE W NEH 4' CONCRET`E -0 SLAB H/bxb-WIAxkqlA HW OVER 2" SAND OVER 6 MIL VAPOR 13ARRIER 3:0 52.1 CONSULTANT 7 =4 BYRD AND ASSOCIATES 151-00 Consulting Structural Engineers ONTAM,CA-W62 (9m)9w-55w FAX(909)983-4456 U- U.N.O.AH Ex7ERIOR KALL5 5GHEVULE J)7 CITY ENGINEER RCE.- DATE. SUBSECU MEET OF PROJECr SHEET QN BY DATE OF RNSION DESCRIPTION DRAWING NO. ENGINEER APPROVED SUR \ � --- . . | \ / ' | / � | ---' � / | Jin 05, wcr — o./o.s+ c.u0emy0-4a// �pRpF� I N v JR Wv yrd A 8 C Nt 53 60 � m Exp., 3/Qb �J�q S�UCTUFZP�" �� i I 4F cwI � i I I I JOB NO. 45041 _ DATE MAY 7, 1997 I I I I W DRAWN MS.S_q - 1 Ij I E 1 � E (j f w ft S f I ; 0 CRICKET,TYP. I P-4 • I (� CRICKET TO 13E �—I O I 1 lit HJCnQ) (� 4x8 �D W ----� r 14' 5" T.O. PARAPET I f°-- — — — — — — — � CdU 13'-3' TDP. — 12'-2' TDP. i �" — — — — — � — 8 TYP. EA. TA � O �. — — — — — — — — — Q 50 2 E�ID O 2 — — — — ;4x E b 2X10 52'1 51MP50N %TI4& 0 b'-0' O.G. 5ff V AIL — (D AN— - — — — — NEW GEILIN6 i I 5/8 COX PLYWOOD W/ J015T5 BELOW. V IOd 0 6 O.G. E.N.,B.N. V 10d 0 12' O.G. F.N. TYP/'3' 1 — U5E PLYGLIP5 AT ALL 52.1 — — — — ` UN5UPPORTED E06E5 -- X ALIGN (N) TJI WITH — Al c EXISTING TJL,TYPICAL I I V 4-3/4110 AB. 0 12'O.G. — 7 STRUT TO MASONRY 52.1 I6'-0' T.O.M. SEE i II_ II10 — — — — �� _._ _ _ —__ ____ ._mm m— �._ ........_..._.. _ _.._.. m.._�__.. .._m... -_. ..._......_..__..........m_.�.._ _._.__. ..m..._._._-- ...__._......._..__......_._._._......-. h 4 50.1 50.3 12'-10' TA.P. +I ' ' T P. — — — — C O 503 4 X 10 � — — GKCT,17p. � TYP. __ _ — — — — 3 - - - 51R1J.T ___ (W YLI6FTf 2x12 TYP. EACH ITT3511.0 NEER TYP. — — — , — —CIP!51 E ARCH- CORNER OF ENTRY W/FU212TF F II TYP. EA. END EA. ENV 1 � 52.1 .z 5 52.1 n,r. E z Q _ -3'�T.Ofl. -�- f r lu > 00 � Q Ib-0 T O.M. 52.1 °co 10 E Qo o� I6-0T O.M. 503 8 I E 50 3 ,< I s-1 — — a o ` = a w o Cb LE06ER J ti4.8 s I z wQ 12-3 TA.P. 13-3 T.O.P. A— F. w c� L ETD. 1 14'-5 PARAPET _ _ ......._. .. ---- - - - - - - - - - - - - - - - - - - - - - - - - - - L.__._ i.. ...1 i....._..f t_._.. co x CRICKET TO BE REFRAMED (SEE ARCH) —4_ - _ --i 8 TYP. EA. END CONSULTANT L —4x12 BYRD AND ASSOCIATES 155 E Consulting Structural Engineers 503 i 537 N.BJCLD AVE ONTARIO, CA 91762 NEW (909)983-5599 FAX(909)983-4456 ._._ CEILING J015T5 BELOW J08 NO. 80-14 �I PLAN GHEGK T.B. 6-5-47 CITY OF RANCHO CUCAMON(M APPROVED BY: 41w RECOMMENDED BY: A B.3 C A CITY ENGINEER RCE illi 314 Zj DATE: S- SUBSECTION SHEEP ROOF FRAMING PLAN OF 5GALE : 1/8' = 1'-0" PROJECT SHEET BY DATE BY DATE OF 0 REVISION DESCRIPTION DESIGN CITY DRAWING NO. ENGINEER APPROVED st Jun 05, 1447 _ 11,23.04 512 I - (E) 2x4 0 16' O.G. ��=�fiyX`-„ 4 (E) 2- 2x4 PLTS. r • 10 503 Ib lO (E) TRUSS,BLK6. d FRAMING M5T146 A 6'-0' O.G. 50 3 8 MAS. LINTEL PER 50.1 -4, Eft / L ,7*,,;, .;;-4} FULL LENGTH OF :' (� CRICKET FRAMING d PARAPET ' Q NEW CONSTRUCTION r^ T.O.M. +I6-0 PSL BM. (N) (� 2x4 LED6ER " TO BE REMOVFI7 SEE PLAN v ) 5/&' PLYWOOD , (F.) V2' PLYWOOD 4 l /// PpF SS/ A E 314EN tE . RicOM.Byrd i ' I I 2- 5 CONT. (� PLTS. 5PLIGE iii ' ` No. S3350 m &" HAS. LINTEL I PER _. = -a . BEYOND PER --___.. ____ Ex P. 3196 10 1 50.2 .... Til (N) BLK6. W/ 3- Ibd TO L8X6ER slq �'�UCNRP� �P 1 EO. EQ. _ _ (N) 51HP50N 50.1 I 1FOR REMAINDER ITT3511M HN6R. (N) E.N.(lOd 0 6 OGS OF OAL�F SEE (E) TRUS5 A 24'O.G. 1 - - - - - - - - - 2 X 12 LE06ER EXTEND 3- 1 1 I hV 4 Ibd/ 5TUD I TO TOP OF I (E) STUDWALL 4 JOB N0. 45091 (l� 51MPSON (N) 2 X 4 BRAGS If> I: A35 (W) SIMP50N 0 24 OL.PER (((SEA. ( i " :, BLK6.0 TOP d BOTTOM LINTEL I I M5T60 2 € (W EN' 3 DATE MAY 7, 1997 503 (N) 0 610L) l I AND 2x4 VERT 0 EA.51DE OF TRU55 16d A 12`OL.(FIELD VERIFY)1 H3 2- *5 DONT. (�N) 5LED6ER TO € (E)3/bu PLYWOOD EA. (F� 2x4 VERT. 1 W/ 8d 0 6` 0 .(F� I IFY) DRAWN MS. A35 EAGH BRACE �I N4X6P05T F REMOVE (E) E.N. ENI-10, (N) 3 V2' X 16' P5L EN �; (� 2- 2x4 PLTS. 24' X 24'MA50NRY (N) PLYWOOD PILASTER REMOVE (Ea PLTS. (Ea 2x4 STIRS 0 I6"O G. I� E 13' GLR. 4' SLAB W/bxbx 14 ii SKYLIGHT SKYLIGHT SEE ARCH. HIAxHIA 503 j, p�L SAME SIZE SEE ARCH. (� AND 5PAGING A5 Fri PILASTER E.N. WF—I V 2x BLK6. 0 x x x— ,� � x x SKYLIGHT CURB \ � i�l�',�E 4 X 12 LEDGER 5EE ARCH. E.N. II Til r, W 4 I r , bn cv J 2 X 4 P.T.PLATE j `J ��C IRJ o W/5/8' BOLTS OSED TRUST — — — — — — �--I O 46 O.G. 4" GONG.SLAB GONG.SLAB W.O. f r-- � � 0 6RADE 2 X 4 x x x TJL 0 24'O.G. • g J 51MP50N L5TA3b r"'I — — — — 6RADE BM. 2 X 4 HAN6ER h •1 i Cd 12 — _ —, — o I6" O.G. w 2-16d I V 1 I I I I 501 #4 0 24 O.G. 30 I I I�I I ISI - � G pBL. 2 X 4/ 1,---2 X 12 LEDGER r l 4 AND BOTTOM �CONT.EJ*l - � a I '�' , 5/6.0 X 12' AB. � I I I I ►� A34 EA. 2 X 4 HANGER 0 32" O.G. — — — — — — O V� 12' 2 X 4 HANGER I EACH TL r"� O i f & Til � 2 x 4 GOVT. � wT V �2-Ibd so3 z O V) 5'-0" SQUARE m � 1� _ 8 - - - - — 5 2 v 1 V O `V H H T 2 X 4 0 16' O.G. 51MP50N PA23 0l " SEE ARCH.FOR SAW-VT 5L 13 48' O.G.9- 16d MIN. 16 X 24 MASONRY PIER 3 I HT. d HANDRAIL FOR(N) RAMP 2 0 TOP OF PIER. Q W/ 4- #5,VERT. W/#3 TIES SIMPSON PAI&0 I 0 8'O.G. 6ROUT VERT. I ATTACHMENT d R0U6HEN SLOPE TOP OF WALL O J EDGE PER ARCH. STEEL CELL5 ONLY. i 4' GONG. SLAB W/ BEND STRAP I X14 A 24" EA r44 - -- - - - - - ,; INTERLOGKCHIP AWAY EXISTING€ i - C40*5E5GONG. WALL TO BOTTOM ; — — — — — - — 51HP50N PA23 0OF (N) RAMP SLAB dIT '�BEW(E) #3 VERT. TCD ? 1 502 J� L- — — — — EA.SIX oI — �� ' I � I � = 4&' oL. 9- �d MIN. �PIER �o (N) MID5LAB I I 0 12' O.G. I— I I 244 I 2- 4 II =- __--- 2 0 TOP OF PIER. U to n 1 I 4' l 1 30• ! N I 4 X 4 BLK6.0 4&' O.G. u- I I - a— EA.51DE OF PIER m I EQ. EQ. 4 X 4 BLK6. 0 48 O.G. ►-� w #4 0 24 O.G. HORIZ. I I ! it4 CONT. #5 0 24 OL.VERT. QcD ll — Q -- IIP - TIB 1 _ �I 6' GONG.BLOCK 1, "r v1 Q to 51MPSON PA23 0 WA Q of FOR REMAINDER 46' O.G.9- Ibd MIN. — ,c Z aD jTji� TTj 5EE o GROUT SOLID 3 2 o TOP OF PIER. a I — 4 I 024'OL. - 3-2 X 4 STUDS 0 12' 4 0 24" O.G.HORIZ. EA.SIDE OF a PIER W? Q o 1� s , � 4 4 EQ. EQ. — — �r ,� , o _j x II 1 W z 6 GONG.BLOCK jl I f —IL ll1-11�— I I �= E., a �U_ " I!'; ��111-1Tf=111--�_--1.�---III;1 W �Z GROUT SOLID ! #4 120 24 O.G. I - I I=111=I I—�=1J—lll 5AWU1T GONG. d a r Q ROUGHEN EDGE Q co af 3 MIN. i =IIT-1Tf—TTT—'' m 0 FRAMING 2- 2 X 4 GOVT. '! _ • 111— I— I —ll I" 661M m'�77���7�•. 2 X 4 KEY CONT. ° ,: • C O N S U L T A N T III—� &' r • 5LOP1N6 GONG. -I II #4 A 24' E.W. BYRD AND ASSOCIATES —I� 2-�5 CONT' Consulting Structural Engineers �EJ�J ® I' III=1I —I�—III-11�—J11—1 ���i T 2 X 4 0 I6" OL. 1—!1!�111— 1� 537 N.EUCIJD AVE. CE) GONG.SLAB ONTARIO,CA 01762 (909)M-5609 FAX(909)983-4456 I—III TTT-f T I—'r 2 X 4 KEY GOVT. ��- -7, � —� JOB NO. 80- 14 lll�— =1111l 11E1 �I PLAN GHEGK TB. 6-5-41 CITY OF RANCHO CUCAMONGA 245 GOVT. • RECOMMENDED 6Y: APPROVED BY: A-eae ' INTENTIONALLY ' © 7 CITY ENGINEER RCE: alift 3/479 DATE; - - ROU6HEN SLAB SUBSECTION SHEEP , m OF \(E) FOUNDATION 2t6� PROJECT SHEET BY DATE BY DATE OF— REVISION O DRAWING NO. 1Q 10 Q DESCRIPTION DESIGN CITY S2.1R Q ENGINEER APPROVED Jun 05, 1997 _ 11:24:46 S31 v s V' I I 1 ARCy��F ROOF TOP PACKAGE UNIT SCHEDULE CAPACITY POWER COMPRESSOR CONDENSER EVAPORATOR OPERATING GAS HEATING CAPACITY G11446 SYMBOL MAKE MODEL LOCATION AMB. AIR CFM OSA COOLING VOLTS PHASE HZ RLA LRA FAN ' F-LA FAN F L A SEER WEIGHT INPUT OUTPUT AF REMARKS PROVIDE UNIT WITH THEMPERATURE CONTROL MODULATING ECONOMIZER, WALL REN. I AC CARRIER 48SS030040 ROOF 105 900 320 29200 BTU 2 SO 60 1 14..r 8 , 1.4 2.0 10 450 40000 32800 81 TYPE THERMOSTAT WITH ECONOMISER AND 24 HOUR TIMER-MODEL NO.HH07A-172, ff' WITH SUB-BASE-HH93AZ177, THROW-AWAY TYPE FILTER,ECONOMISER HOOD,ROOF ' QF CAl`����\� I CURB-"CAN FAB"t'•10{71�1. No.TD h4Ar &J NIT. 1 PROVIDE UNIT WITH THEMPERATURE CONTROL MODULATING ECONOMIZER, WALL 1 AC CARRIER 48SS0180400c ROOF 105 600 60 17000 BTU 230 60 1 7.6 45 0.7 1.8 10 375 40000 32800 81 TYPE THERMOSTAT WITH ECONOMISER AND 24 HOUR TIMER-MODEL NO.HH07A-172, r I WITH SUB-BASE-HH93AZ177, THROW-AWAY TYPE FILTER,ECONOMISER HOOD,ROOF CURB-"CAN FAB" MopEA. NO• Tb MAr" UNIT-. 95091 _ PROVIDE UNIT WITH THEMPERATURE CONTROL MODULATING ECONOMIZER, WALL JOB NO ' AC CARRIER SB A?-; E ROOF 105 =� -MBTU 2 30 60 1 .""�" `� �Z' 1�� 2y " " j0 500 0000 3:;900 81 TYPE THERMOSTAT WITH ECONOMISER AND 24 HOUR TIMER-MODEL NO.HH07A-172, ,z9 200 WITH SUB-BASE-HH93AZ177 THROW-AWAY TYPE FILTER,ECONOMISER HOOD,ROOF DATE MAY 7, 1997 8SS01004 O 1 000 ¢U$ 1 CURB-"CAN FAB" MODEL hkV. Tn 1-1L1'(il-�UNIT. `�- { /� //�� � .� PROVIDE UNIT WITH THEMPERATURE CONTROL MODULATING ECONOMIZER, WALL I)RAIM !, AC CARRIER 48SSG3W4D* ROOF 105 1000 0 BTU 2130 60 1 14 1 '"� - - ,f7rs'• 10 � 40000 3� 81 TYPE THERMOSTAT WITH ECONOMISER AND 24 HOUR TIMER-MODEL NO.HH07A-17? 10 445 Z�zoo g 2 WITH SUB-BASE-HH93AZ177, THROW-AWAY TYPE FILTER,ECONOMISER HOOD,ROOF CURB-'CAN FAB"MoC6- WO.TO?- {LOWT. CONTRAC'COR SHALL INSTALL EC.0N0MI'e-1;.R. Ik AC WAIT ; I EXHAUST FAN SCHEDULE SYMBOL ABBRE- IDENTIFICATION VIATION SYMBOL MAKE MODEL SERVICE CAPACITY S.P. H.P POWER RPM TIP OPERATING REMARKS CFM SPEED WT. (LBS.) POD POINT OF DISCONNECTION O � EF COOK 120C2B RESTROOM 900 3/4 INCH. 1/6 120-60-1 1365 4280 100 PROVIDE BACK DRAFT DAMPER AND ROOF CURB POC POINT OF CONNECTION 1 r ou , SAD SUPPLY AIR DUCT ^ a _ �4 U i REGISTER AND GRILLE SCHEDULE S RAD RETURN AIR DUCT SYMBOL ABBRE- IDENTIFICATION 1� VIATION SYMBOL MAKE MODEL OBD REMARKS OAD OUTSIDE AIR DUCT I Yy SG TITUS PAS-AA WITH NO WITH PERFORATED PANEL SV SOLENOID VALVE (t 24"X24" PANEL SEE PLANS FOR SIZES EAD EXHAUST AIR DUCT RG TITUS 50P WITH NO WITH PERFORATED PANEL OD OUTSIDE DIAMETER i z U ` 24"X24" PANEL SEE PLANS FOR SIZES � � SUPPLY_ C� I L L'� I ^ EG TITUS 50P YES WITH PERFORATED PANEL O z SEE PLANS FOR SIZES VTR VENT THRU ROOF O I � 1 � GA GALVANIZED TG TITUS 50P WITH NO WITH PERFORATED PANEL - I 24"X24" PANEL SEE PLANS FOR SIZES CFM CUBIC FEET PER MINUTE i "J RG RETURN GRILLE U I TYP. TYPICAL w ct EG EXHAUST GRILLE �J (E) EXISTING a _ OF COMPUANCEf 3 C y ---� MVD MANUAL VOLUME DAMPER • , DATE PROJECT NAME LIONS PARK CONlirtU rff CERM,WFST 3/1/96 (N) NEW - —J P� 'CT ADDRESS BD BACK DRAFT DAMPER (Q V RanchO cucanOncli, CA Builcling Permit II V j PRINCIPA�.DF-StGNER.--UE.CLANICAL TELEPHONE5�fg-CI 3U-j3 DN DOWN _ __ c M*N O T I T 5 r Q N A - ALD ACOUSTICALLY LINED DUCT Q DOCUMENTATION AUTHOR �1 (T I f J Fi TeLEP`'°"E E fdarcwnwd Agwwv L d EA EACH 71 O THERMOSTAT (GENERAL • - • DATE OF PLANS BUILDING CONDITIONED FLOOR AREA —}---� UCD UNDER CUT DOOR 3/1/96 7195 9" FT 2 r f�T` DEMOLISH OR RELOCATE THERMOSTAT F7.e BUILDING TYPE ® NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTELA40TEL GUEST ROOM I I / p e> PHASE of CONSTRUCTION NEW CONSTRUCTION a ADDITION ALTERATION I CD CONDENSATE DRAIN ~ r, I PERFORMANCE OF MECHANICAL PRESCRIPTIVE PERFORMANCI FIRE DAMPER U COMPLIANCE O• W Q PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT C `�' ENVELOPE COMPLIANCE ATTACHED I - F.0 FLEXIBLE CONNECTION �-• � � . .,. . This 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 manly to building me&anical requirements. EF EXHAUST FAN Q < 0 �' O Q Z Q I F_ — YOO� o The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construc:icn documents is consistent with the other compliance forms and worksheets, with the specifications,and with any other ----+— 1 [� DOOR LOUVER a o 0 O Q o 0 calcination;:submitted with this permit application. The proposed building has been designed to meet the mechanical 0. 2 _ U re- irements container ;r,sections 110 through 115, 120 through 124, 140 through 142. 144 and 145. �-- — — —� EXISTING DUCTWORK TO REMAIN W a Please check one: U = I herehy affirm that I am eligible under the provisions of Division 3 of th.7 Business and Professions Code to sign this LIST OF MECHANICAL DRAWINGS - WEST BUILDING �� O � � �y'•s EXISTING DUCTWORK TO BE REMOVED µ, 3 = document as the person responsible for its preparation;and that I am a civil engineer, mechanical engineer,or arcndect. 0. U ~ Mz I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5037.2 cf M-1 SCHEDULES AND LEGEND SINGLE LINE DUCTWORK, NEW w Qa the Business and Professions Code to sign this document as the person responsible for its preparation;and that I am, a Q Q co a: licensed contractor preparing documents for work that I have contracted to perform. M-2 DEMOLITION PLAN - MECHANICAL - STRAINER ' I affirm that I am eligible under the exemption to Division 3 of the Eusiness and Professions Code by Section of the Code to sign this document as the person responsible for its �ONSULTANI preparation;and for the following reason: M-3 REMODEL PLAN - MECHANICAL FILTER DRIER MEOHANIOAL PRINCIPAL MECHANICAL DESIGNER-NAME SIGNATURE .� ,� t�,� l.i .TLQ_ JDA—ic s II y} &K �LEO� raIOAL HAN OJ 1 1 NH A 324-3 O CON3lJLTINQ M-4 CONTROLWIRING DIAGRAMS AND DETAILS E N CA 1 N E E R S �---�---�� EV EXPANSION VALVE 310 EAST FOOTHILL BLVD.,SUITE 100 Indicate location on plans of Note Block for Mandatory Measures M 'I AR 8 CALIFORNIA 910 TEL:818-930--930-1383•FAX:818-930-1-1 385 For detailed instructions on the use of this and all Energy Efficiency Standards c-rr�Iianca forms,please rafer to the Ncnrasidsrtiai CRY OF RANCHO CUOAMOH" ',�. ual r•.blushed by the California Energy Commission. ItIECOMMEMM MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in gchedules on plans. �' MECH-2: Required`^r all submittals;choose appropriate version depending on method of c:,•chanical compliance. APPROVED BY: `; MECH-3 and MECH-4: Required for all submittals. CITY ENGINEER 1'1RCE: 242.51 sues" y" MEET Nonrasidenbal Compfienca Fam Cacanbcr 1591 OF SCHEDULES AND LEGEND WEST pm= aw i BY GATE BY 97_E of I • Q REVISION DESCRIPTION DEEM CRY DR#~ NO. M-1 I 1v " Sip AR NOTES i 1. REMOVE (E)THERMOSTAT. SEE REMODEL PLAN FOR NEW LOCATION *' Gl 1 446 * 1 2. (E) THERMOSTAT TO REMAIN J, REN. 3. REMOVE (E) S.G. INSTALL NEW AT THE NEW CEILING. OF 4. REMOVE TRANSFER GRILLS, RELATED TRANSFER DUCTS AND FIRE DAMPERS. w 5. REMOVE EXHAUST FAN ON ROOF, ASSOCIATED DUCTWORK, GRILLS SERVING THE REST ROOMS. ;OB NO 95091 6. 8"X4" EXHAUST DUCT SERVING JANITORS CLOSET TO REMAIN. SATE MAY T, 1997 T. REMOVE (E) R .G, INSTALL NEW AT THE CEILING. i se^4- D=TW*K A4F TIC-iHT W/*WETME,;TaL, W tl I n U-1 U ct I 2 i r . O � ct �3 kil PLO tj O ct z 30 � U 4 7 2 \\ W V o � < o v Zaov < O O (--) c Q,•� = Q < (> O L Lp ' U H W < I-- Ly o U 0. Q o )NSU TAM S&K MEOHANIOAL ELEOI 1i10/�L CON S l.J LTI NQ ENGINEERS 1 310 EAST FOOTHILL BLVD.,SUITE 100 111 ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1386 CRY OF RANCHO CUCAMONGA APPROVED BY: ;k .2,/' -) FAMO MI13931M W. A# 001L- - CITY ENGINEER RCE: 2495, ATE: au�cnow s�esr or DEMOLITION PLAN - MECHANICAL 1m .r WE ffr or►h Y or tt 0 ms" DIMIMPT" omm can oma N0' M-2 I µ h �i NOTES 1 1. AC UNIT ON ROOF WITH ROOF CURB. SEE DETAIL ON M-4 gE1) ARCyj 2. 3/4"CONDENSATE DRAIN WITH 4" HIGH TRAP AND DROP DOWN THROUGH ROOF. v 3. INSTALL NEW S.Ga AT NEW CEILING * 011446 4. TERMINATE 3/4"CONDENSATE DRAIN IN THE JANITORS SINK. REN. 5. CONNECT 3/4"CONDENSATE DRAIN TO (E) CONDENSATE DRAIN PIPING. 6. CONNECT TO (E) 8"X4" EXHAUST DUCT. OF CA1.�F��� / 7. 14"X14" UP THROUGH ROOF TO EF-1. SEE DETAIL NUMBER-2 ON DRAWING M-4. 1 8. 14"X12"TRANSFER GRILLE WITH FIRE DAMPER AT CORRIDOR CEILING. SEE a I DETAIL NUMBER-3 ON DRAWING M-4 JOB NO 95091 9. KILN VENT SYSTEM SHALL BE "ORTON" PLENUM-STAND VERSION, MATERIAL TO BE 18GA STAINLESS STEEL WITH 16GA LEGS, 120V-1 PHASE WITH SWITCH. ,/ATF MAY 7, 1997 INSTALL VENT SYSTEM KIT AS PER SPECIFIED GUIDELINES (ORTON) INCLUDING 1/4" DIA. NEW HOLES IN KILN FOR DOWN DRAFT. EXTEND 4"DIA., TYPE 'B" Iln EXHAUST DUCT UP THROUGH ROOF. TERMINATE WITH A RAIN C P '.o; i IL THE ROOF LEVEL. INSTALL NEW ROOF CURB FOR DUCT THROUGH ROO ROVE i ! I 10. RELOCATED THERMOSTAT FOR AC-5 _. F ( 11. RELOCATED THERMOSTAT FOR AC-2 12. INSTALL NEW 12"X12" RG AT NEW CEILING. r V 13, IxIr-T GK&j _ t 1 o fl- ^vV^Y ANY I tNTaKE AI1. 3 FST h� r-1— 1 r CES 14X14 _ N 14,(N) IZx12 EL TI rU* Ham.. PAS ,-A* CN) 12x lz X1=1- 'PTi�i Hover PAR . (E)1004 CC3 o� . GRAN ^IN ALL. E;,xI5 Nca I U 5 o Hb NES. fir Ile fit' T TI D FF ` T Tom++ �y • .�I UP4 ct Uro 2 s4C v zu = u(450 l.PM 5-14, r '(E)Idm e�' C q,ri 14�tA eA , ra __ �I a 2) 12x12 0--417WITH 5F� „�''`�'` �_4 I '�'�,� MVD C.T`(P) C��-t�►� - NoT�. Q �j cE�I oar I - �-. �` F—� � �•�-y I pG II � G �o'vl O E AGG�55 FoR A�� .�K��FIf��oe�r p1=(ZS, l ^ O N 1247 old F L E X 16 L G 'D V e-"[ — — — — — (E2 Y4 Gr�co►IN r � � •, 3l�D G _FM �A, I'�4 ��, L' I ��I rIr(�_,�,. --��I A�_8o''K I o''s Ci N ,' , LILaL J 1 I N :ov� O )Io¢ vI V'4 IT N 5F0 ir E 4 f _1 L= Tn i 1 ro x 1 Ql �Z,GI- 4 `^i/gyp I — P9 f T ! I I OAA i �.1� J �I r cl2� 25o I� rc�� I I I C2) �x6 Sy I x 14x14 K� wiD E) -� 3/4"!moi _�1 1 400 14,er 44 - - - - - - AC 9 j ► i 2; 14x i� . cn o > r lox 10,E) 1 L2G GFMa Z C Q 12-KG _ o 0 4 Ii ISI �� r �N/5FD E- Y O _ -F�'I-' _ 1 2xl 2 GFM , �r j 1 ,caC-10 vr//5FD 75 ---- -- i a 75 :-FM 14 _ ' --- --- -- - - I i - � CoxCo � I _ — L 1 1 oL 0 ti. F o � � Z 10 O, z �y• (E)8X4 4 q' M Q �7s c>` EA , - � a CZE Io'�lo 5. I 2ox2o (AGI l _JNSI.)LTAN1 1 I I & MEONi/�NICAL K ELEdTRO/\L CON$lJLTINQ L F G F, 310 EAST FOOTHILL BLVD.,SUITE 100 SPP S OIC& FI KE ARCADIA, CALIFORNIA 91006 TEL:8184XO1383•FAX:818-030-1385 1 QPIM C11BC1( COffE'.Ct1011.S 6/5/117 M Of RMCHO CUCAMONGA I FAMOIMIIEMM or. APPROVED BY: CITY ENGINEER RCE: GAN x►Nacraw 94W OF REMODEL PLAN - MECHANICAL sw MY WEBr aTE °F I O REwSM USCMPT M � M-3 T� _ Tt �f r i M LA.TIN ���EDAR��'��F 1 �CoN�M1�IZ v �� n __ v Q J► * C-11446 AGGbl1 S"r 1 GA L L p p PI2-Y 13u L- G ' CONTROL LINED TRANSFeR, I A7UC.'T' . SAME SIZE I I Of CAL�F���\ ,oUNTEIZ DISC0NNI-C.I"T[' SWITeIr1 I I I :FLPSN 1NG� 1_J�C� BY SLlrGT91 CAL � � JOB NO '95091 _1FIRIE DAMpE.FZ , I--L { SANT STKIP SCREV•i CoNT1ZAt�TC�tz. I . _ ROOF --�-, CF-)-T 1(` F_ C-L•0 G K DATE MAY 7. 1997 2ao%4 � -4 ixzA�NN i �T�'At4_ F B2, �.- I C I 1~ .G 21 L t d � Lov4 VOL T'A r-- ' Ac K AizP� 'I' : WAL1_ ;5'EE. t)AM P�.1z. FOR sl�l* kC c�NTROL PANEL - - - -- �. L1tJ � VbL�"AG� V-- _ - L of3f3 R.Es'T` 2•v Q Ne i _ r- , ! Rb0v A .71-tEFZ.MC STAT W Z Nati; GOh(NEi�r -To 5N�' NO+"WOT y"(�M CAMS>, -NQ sc�L_E SGAL.� �►o scALI Z TRANSFER GRILLE DETAIL �. EXHAUST FAN MOUNTING DETAIL " .. 2 A.C. UNIT CONTROL WIRING DIAGRAM W • ff U � I FIRE RATED WALL ►�/� CONTINUE RATED ENCLOSURE j PRCVD� CLEARANCE OFAROUND SLEEVE 1� 1/8 'FT. OF DEMENSION ON EXPAND DUCT SO THAT FIRE 1 6A.STEfL1V RE . DUCT DROP , ALL SIDS FOR EXPANSION DAMPER DOES NOT REDUCE AREAT'fP.4 fIACESS F•..1� • SSTEN! DUCT TO SLEEVE W/ OF DUCT (EXPANSION IN WIDTH IS �► Ic1J�SG.Surn rgA4 gT'c(P 2TPLJ►CES h1 " SLIP ON TOP do BOTTOM ACCEPTABLE) CONTRACTOR CAN DJ.Tp 60TH SIDES ) C CONS O GJ ir DUCt DROP A T I GAL..L-Yac DRIVE SLIP ON SIDES, USE FACTORY INSTALLED SLEEVEI STAIlL/ ATE IAl 1 N�D R ETU RN C/� V t\ SLEEVE NOT TO EXTEND MORE TO KEEP BLADES OUT OF AIR �y A Ot1ND D�FWE{VIDF " 1 GcDU ST I GALL L1N�n ,�.C l-r'N IT UST st�E- ^ En R THAN 6i OUTSIDE OF WALL. STREAM UK FIRE RESIST VI Y fi 11 y 14 " RATING Act S CEIIIHG SU PP LY LW(J SI I~ 17 y- �` Z MM rr 11 a4 16 GAGE GALV. —— — _ ____ IRE DAMPER ACCESS DOOR AT FUSIBLE LINK. FOR ROUND Zj , STEEL SLEEVE DUCT APPLICATION PROVIDE . FIRE DAMPER W/ o o CURVED DOORS. PROVIDE u c FUSIBLE LINK CONT. HINGE do CAMLOCKS . 110 Ill I F ER }�—I"INN '(f) Z.VA SO AS TO MAKE ACCESS M E OR 0 f US S©F I I U V DUCTWORK POSS. W/OUT ANY SPECIAL __._._. _ 0 o TOOLS. PROVIDE 24"X24" INSTALLATION: Whonovaz possible Coiling Penetrations should be '/� 2"x2%1�8" GALVANIZED ANGLES ACCESS PANEL IN CEILING (witted wcuttinithin g a ceilinfieldg suspension individual sion ma nailing tiles cross panels I ( I v1 without cutting caili sus ncion main runners or crocs tss). If required, a maximum of one main runner or cross tee may be cut I I i I �` '�� C SECURED TO SLEEVE W/GALV. FOR ALL INACCESSIBLE to facilitate location and installation with a 1/2" clearance main- % `.1 SHECT METAL 'SCREWS AT 4"0 LOCATIONS. tained between the outlet and the cut and of main runner or cross \ % ALL AROUND. ANGLE SHALL tee. Each cut and shall be supported by a vertical 12 ga. hanger I ! tuG-t , Cj " vire. �` t OVE•, _AP MINIMUM OF 1-1/2 �L �d >s-4 A� Clarence between ceiling damper and slave (duct drop) must be Lit:; ON I -L FOUR SIDES " / " 4 a maximum of 1/8 at,each side. Dampers suss 1 � under nominal vduct size moat this requirement. CTEV It2 L� t1u`T u •� �. FIRE DAMPER SHALL BE U.L. LISTED. INSTALLATION TO COMPLY WITH SMACNA crows in`the holes eprovided, 3/or 16"`tubular`steelorivets,shoot metal SUP•�L�( puC,-j' U STANDARDS AS DESCRIBED IN NFPA 90A. MANUF. TO BE RUSKIN TYPE B OR C OR (spot or took) at the same locations may also be used. In Support Option 1, 3/16" bolts (min. length 3/8") spaced 6" o.C. maximum 2 1` ' per side must be used to fasten damper frame, duct drop or sleeve EQUIV. STATE OF CALIFORNIA, FIRE MARSHALL APPROVAL N0.: 3225-245: 005. and support channel. IMPORTANT: Screws, Bolts, Rivets, etc. used - in connection of damper MUST NOT INTZRFERE WITH DAMPER BLADE M �( D 2. SEAL EXPANSION CLEARANCE WITH NONE HARDNING RESILIENT CAULKING COMPOUND OPERATION. C /� p AROUND FIRE DAMPER ON BOTH SIDES OF WALL. Fire Damper shall be Ruskin Model CDF-2, California state Fire Marshal Approval No. 3225-245x101. ' FIRE DAMPER DETAIL CEILING FIRE DAMPER DETAIL A.C. UNIT INSTALLATION DETAIL 4 " U Uj DUCT ACCESS P a - REQUIRED �, • W d M OD r ACCESS PANEL OF Civ♦ricETc" C7 v, ADEQUATE SIZE LEI7ERS} ," ! 0 ANDa�,► ► .,rte.:,.. d c " LOCATION FOR1�A�T FF��((AA��CE Z o 0 r Olt IIIJSPECTION v%AMPFR. — x O .-. (> 0, 0. 0 Q aECIRIC OPERATOR ACTuATaR 4 { = U �. J X / '�tAPED E>LADE+Sa. FIISSIBIE MY .�., • � U � d 16 QA IM SIEEL "JAM T � I = O Wj tza-t-eo �Mp Y Nae 000W FAs1E? R 61f MV. is � z PLATED S1EEL FDL A=-----,/ Q co a J' t�LurcACCESS '—HOUR _ '-ONSULTANI PANEL DIED .•� •s MEOHANIOAL j &K ELEOTRIO/'►L ti N LY I �'� CONBI.JLTINQ ENGINEERS WILL. ,� I 310 EAST FOOTHILL BLVD.,SUITE 100 ' 1• DAMPER SNAL.L CARRY CALIFORNIA STAIE FIRE IIlAR9�tAL Us'two �R:r. }-.' '� �� ' ARCADIA, CALIFORNIA 91006 Y � , N0. 3230-349:106 ''' �� TEL:818-93D-1 383•FAX:818-9301385 ti L DAMPER SH BE CONSTRUCTED, TESTED h INSTALLED w ^ ACCORDANCEE 7H U.L STANDARDS ISM 6 6088. `> & ELEC7RIC OPERATOR %HALL CAMP CAL�+OI 0 STATE FM MARSHAL 1 � Plan Check Corrections s/si9� IJS'TING Na -38!100. CITY OF RANCHO CUCAMONGA C 4ti FIRE DAt11PER DETAL IS FOR SCE ONLY. FIRE DAIi1PERS SHALL BE APPROVED BY APPROVED BY: r ' ,-'�; j/ WOMEN= BY.. ti aRNtA srA1E AL AND A(xx�R> ANMORD AcTuRErt' ,, RCE-__ _ PR1 STANDARD 12- -2 CITY ENGINEER I,� MII1oE AU� 8f1E Mt BY 1p KIN CC sussocrgN sir cu CONTROL WIRING DIAGRAMS s� of REVISION DESCRIPTION ��INVE ��'� AND DETAILS-WEST �FwrrlNo No. N�JI� DQMMR AFF F40WO M� _ j P ,SPEC!A+ SYSTEMS RACEmY� N� l GENERAL SYMi QLS II F FIRE ALARM & DETECTION SYSTEM CONDUIT RUN, 3/4C. U-0-N. NOTES: 1 ) Mounting heights noted ore distances measured tram the device ��rGDARL'Iy�T centerline to the tinish tloor or tinish grade, unless otherwise S SECURITY SYSTEM CNDUIT RUN, 1 'C. U•O.N. •P/ noted. T TELEPHONE SYSTEM CONDUIT RUN, T = 3/4 C. , Ti 1"C. , T42 - 1 1/4"C. ~• �, '^� E EMERGENCY POWER CONDUIT RUN. / L.;G►STING FIXTURE SCHEDULE G11416 /. 1 ) 2) An oval with a number inside reters to a speciol note on the *' drawing where it is indicated. TELEPHONE/DATA SNEµ TELEPHONE OR DATA TERMINAL BACKBOARD 3/4" THICK PLYWOOD U•O.N. I ' RECESSED (INPUT LAM __SWjTCHLrS WITH MOUNTING HEIGHTS +48" (U.O.N. ) I PS ; I MANUFACTURER I `�9 \Q' SYM�0L. T YP` ; D SCRIP CN ; PE ' KA, ;iN AL REMARKS S SINGLE POLE SWITCH TELEPHONE OUTLET; MOUNTING HEIGHT , 18" U.O.N. ^ PROVIDE 3/4 C.0 UP TO +6" ABOVE ACCESSIBLE CEILING. I VA NO. IWATTS TY & CAT OG NO. K` �FCA1.��C�� I S2 TWO POLE SWITCHTELEPHONE OUTLET WALL TYPE; MOUNTING HEIGHT +48" AFF . " 2 x�l FLL10R. F32 COLL.II`'1SIA 3-LAMP S 3 THREE WAIF SWITCH yw PROvIDE 3/4"C.O. UP TO +6" ABOVE ACCESSI$LE CEILING. A TP-0 F F>*R j 107 3 32 T g ;KCL=55Ep # 5Pszc� -SZ-2�F-3- 4- E� "rR�N IC rt SP35 P_0V(EL.EcT ISN IC EA IAst) E-�L-L^t)T 95091 $9- FdUR WAY SWITCH COMBINATION TELEPHONE/DATA OUTLET, +18"AFF U.Q.N. JOB NO PROVIDE 1 1/4-C.O. UP TO +6*' ABOvE ACCESSIBLE CEILING. 1',c4" FLuoR, t �-F 3z. �� MBIA - S D DOOR SWITCH ACTIVATED BY DOOR POSITION MAY T, 1997 WRAf'AROLIND _ `?I T"$ ; SU�FA�-E # A�1N2�0 A- EB 120 / 1 SATE LECXIC DWG's , I j , (�RA,JVN SUBSCRIPT LETTERS NEXT TO THE ABOVE SYMBOLS INDICATES DEVICE CONTROLLED !I I BY THE SWITCH WITH THE SAME SUBSCRIPT LETTER WHERE MULTIPLE SUBSCRIPT "X' EQUIPMENT DESIGNATED WITH AN "X" IS TO REMAIN. i i3 ROUND P1-- PRE!5COLIT�, ! SHA.DED CIRRI-E LETTERS APPEAR, EACH SUBSCRIPT DESIGNATES ONE SWITCH OF THE TYPE " O FLL10{Z, GbWNLI�I-11�' 3$ a 2 IS FLUOR, RF�C- EI7 $ GI3E5 ^492-IZO�/, INDICAT�.S INDICATED. "R" EOUIPMENT DESIGNATED WITH AN R" IS TO BE REWiVED. 0 WITH GL-EA.R i _ QUAD, ! EMEQ] , Bold { I T WITH MOUNTING HEIGHT +48" (U.O.N, ) O�� �UI•NBNf p�1+LN/►TfaD WITM � I�M 15?O bb}t6LOC�0'- �i i-R�L1fiJD FLUOR,�� . . . . , p>✓ _ _. ` .�RL:�S�.O L.,.ITE _ _. .__ �� 4*' SURFACL MOUNTED SW CHES I R INDICATES CONDUIT AND WIRE TO BE REMOVED. I 000 4NLIQH7 J JITH . ,3Q 2 1,3 f FLWRj FEC.�75W GFR�i3EB-57Z.'I�oY DISCONNECT SWITCH WITH OVERCURRENT PROTECTION UNLESS OTHERWISE M / Q I <,- LEAP, i NOTED WITH NF "GR" PadlPtISO Oi'6WOATW WITH AN �R ly 0*1511061 0&UIPMBWT F*I,0Q►1W• ® 2 MAGNETIC MOTOR STARTER NEMA SIZE INDICATED s 8''KOUND FLUOR � I PL- ! PRESca LIT>= SINGLE LINE SYMBOLS WALLWA5HEF, 3$ -- JS � FLLa Iz G�RWSISES-492WW- COMB I NATION MOTOR STARTER-DISCONNECT DEVICE, WITH OVERCURRENT O Ia0l4N LIC- H-F �I ITH (a UAD 12�D.i 3 PROTECTION UNLESS OTHERWISE NOTED• STARTER NEMA SIZE INDICATED. �LEA�K ,gLZAK 1 O POWER AND WiRIt�G_j�ISTRiBTIQN -- COMBINATION SWITCH-FUSE; SWITCHBOARD MOUNTING 1 pEC'�r�T1VE ���1A j WNITC'� �tNISN 1 F 1�IAL.L Sca NGE ; � 1 �' . ; �1-7 1^A"o10 52710 N1 i W BRANCH CIRCUIT PANELBOARDJ DISTRIBUTION TRANSFORMER OR INSTRUMENTATION POTENTIAL ! O f TRANSFORMER — ! M�/ j -- - — } - -- -- -- �I ® SWITCHBOARDS, DISTRIBUTION PANELBOARD OR MOTOR CONTROL. CENTER ` • ^ CIRCUIT BREAKER I ' Sl.1i�FAG� LENSED' !, E32 � �GDLL1fi181A '� 51-LADED CIRCI.,E U �/ CON13U 6 T RUN CONCEALED INCEILING OR WALL SEE SPECIAL SYSTEMS AND FLWORa _eNT 3 7 3Z T8 WALL W 14d EBA-120 !- I N DI Go.T�S ( ! ) EM ESU. BATT. 'DEFINITION SYM80LS FOR RACEWAY CODING) • � CIRCUIT BREAKER WITH GROUND FAULT PROTECTION I I '135; 5 U RFE CE LEST RU N IG iLLAST -- -- -- CONDUIT RUN EXPOSED L A --- o N -�}- FUSE S L��FACE I-4.I.D. t-ia.0C�• T (P�2&4Y ) ; LJ ET L.Oc AD U --+ W,4-,L-L-PAGK 125 9 I0 MA, 5UIZFE� - i ---- CONDUIT RUN IN OR BELOW FLOOR SLAB OR GRADE 1 1 T� a i 10 1 �--- GROUND ; i _ O Ct INDICATES AN EQUIPMENT GFWND CONDUCTOR MOTOR I " SIIROUND FLUS, PL OR, PRE✓GaLIT�- HASH MARKS INDICATE THE OUAITITY OF CONDUCTORS REQUIRED. UNLESS - (NUMBER INSIDE SYMBOL DESIGNATES HP OF MOTOR) ! DOWN L-I�t-�T 24 ' 1 FLLI!XZ REGE IEP # - GFR8-57Z H F F-I26V OTHERWISE NOTED, NO HASH MA KS INDICATE 2 /12 AWG ( 10 AWG j ! oz U n CONDUCTORS INDiCATEO) . WHE •E A NUMBER IS NOT INDICATED, THE CONDUCTORS ARE ,t t 2 AWG (MIN --'7-1-&' ,_ _..__ `___. —_ __ __ ____ _ __-- . ---___._ _... ___..____ - _ _ ------- _ i' L I E IZ 55 ------ --- - --- - --------- _ �__ --- META,. i�RE SGD TE I; F_ 0 Z RE ALAR SY'5TEM O RpL1ND H,�, D. CONDUIT SIZE SHALL BE PER Co DE AND INSULATION TYPE. �I O I J LENSED DOWN 12S I00 �FtJLI �'�I ,�JEP q IT15-1ooMHFE-1Y'18 , f'WSI'"iA71Ca O Vj INDICATES A HOMERUN TO PANE► 2LA, CIRCUITS 1-3-5 WITH SHARED O L I c5iHT' , NEUTRAL AND CIRCUIT 7 WITH Ly0 i GATED NEUTRAL 8 1=1 RE ALARM PLI LL. 157AT10N W ITN CHII ME 5TP,08E ---- ---- - -- --- - -= -- -- - ------- . .� V 2LA-1-3-5,7 U UNIT, M o U NT Pu l.l- �TAT10'N AT tog"AND �'x�-' �u�F'AcE . , ' F 32- '; �' COf-U M P Irk V• LENS1=� FLL 1olz. 107 3 3Z T8 SURF. E * 14 PW sAo -�13-A-1ZOV, FLEXIBLE CONDUIT CHIME/ST .6E ATfB� O 5P35 ' V1 Ct i I � - o CONDUIT BEND UP TOWARD OBSEI.vER -- _ s - --a CONDUIT BEND DOWN AWAY FROM OBSERVER RC-GEeSEP }�•�,Z,D � �CJh� u,1.._. LISTEI7 k� sv �SMoICE DETECTOR STEP LICjHT 10U 1 70 Mt�T > �GO-7GMII�D- - 1lX T101�1 O o q D MIAL.. F I U 15 N 511.�_Gt�U £ v4- OUTLET _ o Ulf GT 5 M OKE D ETA GTO R _- _ - o------- . ll �--� ® F-LUORI �6TRI°P F32. IN T-OP GOL-U 81A ELEG, ,2 NIG MOUNTING HEIGHTS AS INDICATED ON SYMBOLS LIST, UNLESS OTHERWISE NOTED BY SPECIFIC FAGP FIRE AL.ARi"1 GONTRoL• PANEL >}--� � l_IG-1 l-{T 37 � 32 T'8 O F G gNT ��SI d ES- 1�u SAI-L-AST ; LOCATION IN PLANS 4 GENERAL POWER OUTLETS (WALL MOUNTED INDICATED; +18" AFF U.O.N. ) FAA FIRE Al_ARi'1 ANNuNcIATOR PANEL- PROVIDE IEMER�, EXIT LIGHT CF_IL-INC-q PRL-5G0L�T� Q-i JUNCTION BOX ® O �E�TQ01,i11'11L>I�SG�.►T - #E L.•1.2 iro- -W LTTE KY W t3 i SINGLE RECEPTACLE; NEMA 5-20R (U.O.N. ) BUND 6`f5TT,M lI� DUPLEX RECEPTACLE; NEMA 5-20R (U.O.N. ) j �GFt DUPLEX RECEPTACLE; NEMA 5-20R (U.O.N. ) ; `GFt ADJACENT INDICATES OO C-EILIN6q Mol1NT�D Sf�FAKEk-MATCH E�C1'STiNC GROUND FAULT INTERRUPTING TYPE .. < U VOLUME CONTROL_-MATE.}+ EAJ5T1NG, P t1�; SPECIAL RECEPTACLE OF THE TYPE INDICATED TV TV OUTLET 4S BOX W� SINGLE GANG RING TV OUTLET PLATE, SLASr, ANG BRACe<E.T DESIGNATES UNCI- TO BE MOUNTED ON WALL , U ABOVE COUNTER TOP, CABINET OR SHELF '3/4 4.0. LJF TO 1(Z� -5 15Lt (�E-IL.IF�(a cj'f EK,9E cn o { ' Go DUPLEX RECEPTACLE, NEMA 5-20R (U.O.N. ) FLOOR MOUNTED W Q � l I�5G�{'T/�G LES 120v < < Z CO ]c O P O ~ O O -"NEPA' L I HT I NG (FOR FIXTURE. TYPES & MOUNTING, SEE FIXTURE SCHEDULE. SHADED .-_. a = OaPP UNITS INDICATE CONNECTION TO A STANDBY POWER SOURCE) ,L U J X W Q (H & INCANDESCENT OR COMPACT FLUORESCENT FIXTURE - U - U ~ LL SURFACE , PENDANT, WALL OR CHAIN MOUNTED - BRACKET INDICATES WALL x MOUNTED 3 O W = Lv P U O 1 NCANoF SCFN; OR COMPAC FLUC,RESCE N i D0w.NL G�i F i xTL;RE - RECEScE� MC�r�'tD The facility has an existing fire alarm system. The contractor shall replace W M Z SHADED r-IRGL� INDIG�?Zr5 FIXTURE lo4ITH EMEi2.:.iENC-`f C4+TTEfz,' PSK existing devices with new, relocate all existing surface mounted fire alarm U COM("Ai. r L UORESCEN WALL WASriEi:- RECESSED MOUNTED. conduit and boxes recessed flush in wall, repull wiring where required , install p, Q co cY all new devices where indicated and as required by code, and upgrade the INCANDESCENT OR COMPACT FLUORESCENT DOWNL IGHT FIXTURE - SURFACE MOUNTED existing fire alarm panel as required. The fire alarm system is a deferred (---ONSULTANI approval item. The contractor shall prepare a complete set of fire alarm plans MI-C)1 IANIC)AL F--O----i-i FLUORcSCENT FIXTURE - OPEN STRIP and submit to the city for approval. It is the contractor's responsibility to t- - -; FLUORESCENT F I XT URE - W'ALL MOUNTED obtain all plan check approvals, permits, etc.. the contractor shall visit the site s K FLUORESCI-N T FIXTURE - RECESSED OR SURFACE (PENDANT) MOUNTED prior to bid to verify existing conditions. CON$VI-'�"IND ENGINEERS ' SHADED SYMBOL INDICATES EIXTUIZE A ITH CM ERG ENG`( ES�TTEIz1 PACK ' - 310 EAST FOOTHILL BLVD.,SURE 100 EXIT FIXTURE - CEILING MOUNTED ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-1385 EXIT FIXTURI - WALL MGuNTED SHAuING INuiCATES OUAN71TY AND LOCATION OF LETTERED FACES, ARROWS 1NDICATE TMAT GIRLCTIONAL ARROWS ARE REOUIRED IN THE L DIRECTION SHOWN. C� OF RANCHO CUCAMON" (TYPICAL FOR ALL EXIT FIXTURES ) A I ND;CATES A REFERENCE TO THE F I XTUnf SChEDULE; APPROVED BY: �` _ NOD0IN�NOm �: O TYPE 'A FIXTURE INCICATF.D. CITY ENGINEER RCE: ATE: SY 1`�1 !3a L-S LIST AND F I ATW P E SUBSW10N SHM Sc N E D t_1 LE °P ! �orEc.�r a�EEr of BY DATE BY DATE Q OWM "M REVISION DESCRIPTION amm cmr ° -1 Arm E-1 t i i i k 0 AR 'V * 011446 Iial._ OF CA��F� M SHEET NOTES Q COMPLETELY DISCONNECT & REMOVE EXISTING FIXTURES, POLES, & 95091I CONCRETE BASES. REINSTALL NEW FIXTURE, BASE, & POLE IN SAME JOB NO LOCATION. RECONNECT CONDUIT. INSTALL CONCRETE HANDHOLE ADJACENT TO POLE IF NECESSARY TO RECONNECT WIRES. DATE MAY 7, 1997 6 i y 02 COMPLETELY REMOVE EXISTING FIXTURE, POLE, & BASE. D[f A,NN itill 1 51111 —` EXISTING UNDERGROUND HOME RUN TO EXISTING PANEL AA IN THE 10 EAST BUILDING. REMOVE ALL EXISTING CONDUCTORS AND REPULL ' 7 WITH NEW CONDUCTORS AS INDICATED. CONNECT TO CIRCUITS 7,9 VIA THE LIGHTING CONTROL PANEL "LCP" IN THE EAST BUILDING. 1 EXISTING UNDERGROUND CONDUIT TO REMAIN. PULL NEW \ CONDUCTORS AS SHOWN. �/ r 10 t p NEW POLE MOUNTED LIGHT FIXTURE TYPE Al. SEE DETAIL 1 ON 1 SHEET.'F-&® r O NEW POLE MOUNTED LIGHT FIXTURE TYPE 81. SEE DETAIL 1 ON SHEET • 1 6a 8 TOP OF POLE BASE FLUSH WITH FINISH GRADE. SEE DETAIL 1 ON-S10 ct �EE.EE�__ ® TOP OF POLE BASE 30 INCHES ABOVE FINISH GRADE. SEE DETAIL TON SKEET .EB UP4 ` H USO _ F R TO ARGN. SITS FLM FOCI �XAGTIDW DELL LIGNTWG FtxTUR�,S ct r Refer to Sht. A-2 for Parking Lot Light Fixtures in"South Parking Add Alternate" �r � � G4 � I OZ "+10 I v zr,01 O f 7 � J , , I �0 � ►— v> o 10 / <00 U �. P W N a � Q cn �- � a n < �Cv �0 _ a Z Q P P Y O a � P P O O P p I W v J 4 I X 5 U - UWa / _ LL-77 30 100- 0 9 W = IQ \ 444 — _ W c a `\ 10 110 p, Q co J CONSULTANI S &K ML=U1 IANIOAL ELEl7 t titOAL C�N9 V LTINQ ' ENGINEERS ' 7 67G%^�L e- . ¢ ;L.p I 1Q 310 EAST ARCAUAOCIALIFORNIA SUITEILL BLVD.,1106100 TEL:818-930-1383•FAX:818-930-1385 i CITY OF RANCHO CUCAMONGA ApPRVW BY: / RECOMMENCIM BY. i , CITY ENGINEER RCE: IV aN �r 51TE PLA N of pw im SNW sY a►� ear WE of 0 REVISION DESCRIPTION Dow cxw MWING No. DONM E-2 E C * 011446 J, REN. 5H E ET NOT-ES: - OF CA1.�F���` s COMPLE7EL`f CLEAN ALL FIXTURES AND _ DIFFu5CR5, IN5TALL. NEW LAMPS IN ALL. 95091 _F I X PIE _joB No R 3 WX Q Q IZE M0vE 1TtACIK AND TRACK L I q NTS _ )ATE MAY 7, *97 R D Q L..nI�T1NG PANELS TO 8E RELOCATED i<n.wN 0 0 INTEKCEPT EXISTS Nrq CON DLI IT- 4. CONNECT ' Q TO NEA LIC-ANT F1X7uhE5. 5EE LIC-�NTINCa PLAN, I SEMOVE Ex157IN<:i FIXTURES INSTALL NEW Q _ FiXTURE . 9EL6E OUTLET 8dx• 5EE LICA4TING PLAAI_ rh W Contractors shall provide a $2,500 (two thousand five hundred dollars) v R allowance for replacement of existing lenses, ballasts, lamps, or lighting 0 � fixtures at the owner's discretion. U UP4 • R 5S X �} �y h� p� a� O H U 1Ell . o� O � cfd yv 0 0 �: z Um^ u � J I W .y O Z 12R 1440o 0 [Ell 4P. U o� ' ZQ. O 1t w ti ® x J I� R F, t v O R 0 ❑ ElR R U R _12 R R Elii� __ L�� R R R D • � D D 0 D fz R RR RE < o < 01 rJ R 0 R ❑R El 0 U 0 0 0 0 0 ! LAJ iz S � R cnQ ' o . Y < < Z arc v z R x R 0� 0. 0, O ILI 1i R < � oo 00 o ' LoL o < o U U * U ` o� o x 3 w x O I; O Z w v < Ci < •o Q )NSULTANI •u: MAUI IANiU/ L N IS &K ELFc71171Q/ ._ CONSI.J I_'T"INQ ENGINEERS 310 EAST FOOTHILL BLVD,SUITE 100 ARCADIA, CALIFORNIA 91006 TEL:818-930-1383•FAX:818-930-13% CITY OF RANCHO CUCAMONGA • APPROVED 6Y: INAooMMt,OM W CrTY ENGINEER RCE: DEMOLITION PLA N - Ll 64H71 NCa DEMOLITION PLAN - LICA t G� """"10"' of FFAMI INW K WE K WE or REVISION OISCRIPTION Dow MM E'3 - 1�i i AR v 611416 I �x � .....�H E E T NOTES : _ f�� 1 OF C ALS (DRE rtovE EXISTING PANELS 8 *C AND fZELOCATE- INTEPC-EPT ALL EX15TINCG HoMEKUN5 IN ACCESSl6L_E, C-E I LI NGA SPACE 1 NSTA LL J-fox 4- EX7E N D CON DU iT ;,06 No 95091 F AND CONDUCTORS Tb NEW PANEL LOCATIONS ANS �2EGO N N ECT, nT� MAY T, X997 ■/`A` U N Ld TH E R L415 E NOTED, ALL. D Ems/I C E S IN TH 15 �INN 1 V G ROOMARE EX15TI NCS TO hE MAt N- Q PELOCATE 'TUNER . 5EE POWER SIG NAL PLAN FOR ® Q NEW LOC-101,710N. EXTE N(D F,Xt f, W ISI NCS Ta NEW L.ocA714 t�. ® 5 O REMOVE E_XISTING PAY TELEPHONE � O p � W © existing fire alarm devices to remain shall be re QS All placed with new devices. �F - ' 4 Revise existing wiring where possible. If not able to reuse existing wiring then 0 U R repull with new. Where existing devices are surface mounted; remove and reinstall recessed into wall. This note applies to all devices whether shown on `N F these drawings or not. U ct Q .. ct Lf U pq Z L� °1 ® ;NE � >zU � • v R ®R x' ExIST PNLNG ®R xR UM G c � • W I j W J 0 _ - v Lf j N o 0 )( IND Ln < < 2 � a 0 O p Ell x U - U ` ,. °G 2 0 w ; Z U «, z a < o � J • ,)NSULTANI M I..- C / 1 1p ISL E .Is C7 1 1 1i1S &K d�L CON$Vl.TINC.� R ENGINEERS 310 EAST FOOTHILL BLVD,SUITE 100 ARCADIA, CALIFORNIA 91006 TEL:818-930-1363•FAX:818-930-1395 CRY OF RANCHO CUCAMONGA APPROVED 8Y: � FA M U OEa K: DEMOLITION PLAN — ROW E� AND 5J GG N A L crrY ENGINEER RCE: DIM ZX2 5GALE: Il8"=I '—O" DEMOLITION PLAN — POWER AND sue o im arle� �51GIll AL of n�orocrr wEcr K DiAIE K DATE or 0 REVISION DESCRIPTION OEm C" D AWM No. o*orooR wNKM E-4 SHEET NOTES: • AR F-E LOCATED PA N E Lia B IzOLTE NEW NOME 2LIN TO PANEL"S" AND IeCAtiINEGT EXISTING LIGHTS TO REMAIN. . 411116 PZECONNEK- Tp FX15TINq FIXTv�F.- - _.. R- FI - N � INSTALL N E W XTU RE I N eX 15TI N<:4 BOX RECO N ECT OF CA1.�F Q NoilNT STRIP Lt =jNTS IN TOP OF GASINET G001ZDINATE I-,IITH ARGNITE,CT F'RIoIZ TO K'OU<�H-IN . ..._. (�E) INTE2CEF " fEXISTINq CONDUIT 4 EXTEND TO NEW FIXT-UPE A5 SNOWN_ JOB NO 95091 IQATF MAY 7, *97 f 7 INSTAL!— NEi.� SL•11"C'GN � CrJNNtGT TO EXISI`ING� FIXTURE, f (Z) CONNECT Ta eAISTI NG FIXTURE . '(1n�JVN 0 GoNI�IEcT 7D C_XISTING LIC-tI- 77INIGq CIRc.UIT, SEE LIGHTINq , ' DEP''&w- TOM PLAN. O C) LI I-ITI N<� coN726L PANEL LGP H6U NT AD Ae,E NT TO PANEL"J. ' SHEET F--7, I � I I ; t 0-z PR aY PA,5t T M ff- 5W 1 TC-H . ROUTE 1� TO L jCq P'I Nr { CONTROL. PANEL Le P1 11 � i • f E � 2 Uro _ O 1 � � fi9I _ 1 Ib R3 _ F � � zU w = U 1 3 t0 O 54 D 9 Z O CTYP r--� G p V) R I Ib I p Q F 1 12b I012b i _ __._ I Ib JU i �--rl +•� NLAL U ° ct l2c OA 1Q0. r�-1, ' % O c +! u0 126 it r 4 4 O t9 00 C�fp.O 12c © I I I It ` r -i 1t D M NL_ 1 J`� s I I I I� -4 (D(TYP) 9 rpt. 11c- <5 11,6 - q�, ' F A—lo 11 W -l3 O 9u `��, GDtivKT TO `n W < fn I I6 1=x I5T -EXIT 51�N o fl- D/ < < zma t ' — Y0 — j _ O IOC / _ Nr_ B j �O 0 0 1 Gti —e _j1 I OC T-\( r 1 a = ° I s" 7 J x V s �` ttb O a-q,11 wm O _ - C o U L 9 �Ic E-' z q 3 W Q a J CnP) 1 116 a, < w of _ + _ONSUI TAN1 A S &KMUr rAN10A<. _. _ O CON9V1.-7IN0 L ENGINEERS 310 EAST FOOTHILL BLVD,SUITE 100 ARCADIA, CALIFORNIA 91008 8.36TEL:818-930-1383•FAX:818-930-1385 �� i C" OF PM1CHO CUCAMONGA APPROVED BY: ZjM t FAMOMM MI im CITY ENGINEER RCE; ww LIGHTING PLAN ' '10M . a _ n�orEcr �+�r LIGHTI NG PLAN or r,-GA LE: I S 1= -Q► K QA?E BY &a DPAWM NM 0 IKMSION DE5CIPUP TION Do" c" E-5 DMdU opmmm i VI _ I SH C-ET NOTES �tITAGT ACTI\/ATEp �S�p ARC,y�� P EGE PTAGL E I=0 KI LN TENT I I �Y ^R E"&- �MoKE R . coo INArE LocAT�oN per� TOR I `N ''��P'l R I O R To Ro J GH-IN- � , �" C-1 1446 UNITS INDI GATEp, SAW GLIT FLOOR . f�O JG TE ONOU ITS UIP WALL.PAT-C f4 FLOOR I� TO MATCH EX�15TI NG_ REN,_ 4 TIME DEL^Y RELAY Q INTERCEPT Ex15TIN<�, CONDUITS AND EXTEND TO NEL,I I�OF �p1.�F0�� A t,OG y 7� �p,.1Pc�NT o urL�T PULL NEW C-ON DuCTo RS �N.D CONNECT. _ To FAQ ' I ® EA15 71 t, PE<EP7ACLE5 FOi� ' KITcN EN A>QPLIANCES I` I xzvRI I T<O KEMAIN- JOa NO 95091 I NS ALL. N E W l=� f�E�.E ' TAC LE ►N Exl S T l N6 B�C_ I =NOTA LL NEW COBE R PL,c�T�,, SATE I R2 I -- - --- © NEMA Co -50R }ZEr-E.PTACLE FOR ELECT'(ZIC KILN- . Xln, vvN - J O WOT USED NEW 5PEAKER TD MA,T-CH EUSTI NG. FZL W L_J I 15PEAKE� CA15L--E 70 7UNEIZ AN,D CONNECT.. TYPICA.L a 4 L P ALL 5 EAKE RS tsi �J — J AC-0 TV I +O TDW \/QLUME CONTROL TO MATCH ExI5T1Nq. CONNECT W 9 I � _6„ �t"i S�EAKE R�S� I; 9 r.-N. . SPST RELAY. (TYP� i i= �.• I (,pGi°.-jE �ET►nIEEN I 31 c.o. UP TOAG-rj 15 (_ A-1- AQUI PM"T OLTgooI S DK 0► Ia EXI .STI NCS FIRE AL,4,QM CCS NTROL PAN a Fi°�CPII PROVIDE Z C� UNIT AND �F SHALL 5E v)�ATH I�KPRLY�t: ADD 1 170 NAL. POI.JE>Z S U-P PL`( ZONE CARDS ANN UNICIAI'lON 'TH ERMOSTA-T I I W U I Mo�11�ES IN TIAT�I� t"fO171.1LF�i, ETC, AS RE(s AIRED Ta r 3 Ac,-GolrlN0I5ATE NEIN DE�/I GL�7_ If= REQU I RED I NST,o,-.LL. N G U I l N E.IN f-^cf='u To PERFORM ALL NEcE55ARY F U NCT IONS. U �/ M ^ N T 5H U TDON N IN I RI NCS D I f'�G Rf�M I I P��C�TED Tu 1v�1z, � w t�A 3 ® I2 ItoUTE tilELJ HoME RUN i� Iza:oN NECO u-68 MAKE CONNECT ION To Q LUKE DW LL WALL, PAT6H TO MATGN EX 15T. a ON ROUE 10 I2 SMOKE FIRE DAMPF-P- O Ct I _ � � -- (TYPIG•i° L GF 10) 1�4 hl1:w I�IJD��ZG,i?011►JD GONDU I (�."�.-3 +* '�0 1 �G � W C� Io T e G a) USE LAJTIOW C> I\ ® I Neu Tr�E H I G TOAV010 EXIST. Oi4DEFOROUOP IJTILITIES M �I I A U �+ ARF.A# rl R h _ T t�j-3 10 33 1 ti , f T w V _ O - f � � IS CONNECT CLOCK RECEPTACLE TO EXISTING RECEPTACLE z � � Tv 37 G � _ - 12 _ 39 AG 7 j PATCH / REPAkR WAILS TO MATCH E X\ST. I--1 O a hx TV 3312 J T SURFACE MOUNT OU-CULTS . SURFACE MOUNT CONOUIT FROM r"� V R ® 3 W _ , CEILING TO OUTLET. U 7 `` — — i � r FZ f / � J ►2 1 T 3? 33 3�4��CU I� NEW T- STAT LOCATION FOR EX\STING UNI- Ct V 42 TUAG-B 15 REFER TO Z- (;� E NKiLN PbWE=k INTERLOCK WIRINGS DIA�GRAtv111 39 (1-9-) @ —\/ENP. AC - I"I P-0JTE TROA ✓PST RE LAY TO &E GONT ROLLED ay I 39 GFZ I1 H O 'THE " FAGP” ONTAC-T To 8E ACTIVATED 5y THEIt it83 g-2� zG F �-`+0,42 SMOKE DETG O To. GI_oy� O 33 ® ; ! T __ �M�KE F t RE C7AM PE RS, 3 3yROOF a 3 , 39 F CSF ID A& I + FZ +a W I 17 7 � I Toa:• �-S7 � � g�3 F � 1 I 31+ 4.0 AG r7: .T TTs -� _q— , 12 \, --s (AG b_ G t� < , b-9,11 Io I q ,` 17 I`� r�• `- D R N I�- FO 11N--t.' 19 , • ,• 7' H/ I��' < U ' o i r W 4,o) U y L 21 it2 cn o FAo� 15 x- 15, 17 < cn 4D ri j ) EXIST g G � voQ < o 0 a - F 1 00 rj. 15 la D T J Jo = U .. 17 3 ° wj 4> Q19 n I2 IS F � �, C o U EXP�Ti N l� NDERC�ROUNl7 CONDUITS INTEIZC.EP' 0x1571 NC1 MAI N a. < CD Ck ERTEN D GON D U ITS 7-0 IZE L-OCATED PANEL5 5 w I TG H 40A RD MOTOR RATE — — -- -- D � � G . f;,ZF PULL NEW C:bNaucTaRS To Exl,:571�4 SWITCH WITH - - - - �-- - - - - - !''9�N � I.dI'�GHzD. SES �INCaLE LINE pIAC4R,o.M, ONSULTANI PI LOT LIGHT,FIR NAM IDE l=N C AV Ep ® PROM DE P. Sf ST RELAY I&ND I TE GE PT AC U N 1 T $( E NAME-PLATE 'fo — OUTLET � KILN - s"rAR-rIrJG olRCU1T REFER "^C UNF1T SHUT taoWN W1RIN� S K CON8VLT,Na \READ 'KILN PMN r_ ELFGTR I G HEAT' DI AC-vl M " ON TH 15 C3RAW I Na, ENG 1 N E E R S r. R 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CALIFORNIA 91006 0u7?T FOR KILN TEL:818-930-1383•FAX:818-930-1385 H I , � 12 G v r Plan Check Corrections sisi� CRY OF RANCHO CUCAMONGA N we PR — PST p.Y PO E R ANC> 51 G N A L PLAN DROVED BY: W.REL W A ENGINEER 4jGA L_E: P auwcl n w am OLJ E RAND SICaNAI. PLA KILN POWER, INTERL.DGK ►NIRSING it oPRmur r BY WE BY om of 0 REVISION DESCRIPTION ocom MY DPW" "m E-6 .. .....-._.. :... _-".. --,w....,.....-------.r•rw-,..r.-. ,....,,, ,,..._. .-....r .-.. -......-.._..........--•---'"^.^,. ....-:.r-...., .--...._ -•.ter-..-,- -•,+ e - _.r- -• _--^"r"- r^ .. ,. - n- -- _.. ., -'•+^'•'^R' '_^'^•. .'•9+•7r,=.-eA..-.a.•,.•--.*.-..> „„^^,+nnnw+rh?'"' •-w+w-w-...--►.-� ,.yr..-- ", --- , ---^+----"`.:...-. �.-,nt-..._.__'°'fir' _"'c°+',!'."�r '_"^�'�""�P"' .. y i i �1 ---. *— -- - �.--- ------- AR 011446 N •41 U 5l^1 I'1"GN �OAR.D ''M5+1 � _ :- w 2A 2 d n 1? VOLTAGE i•, 3w, AJ26Q �'�'�JrI—'4�L1� PANE , LOCATION � - ....._ BUS AMPS_ ., TOP FEED D SURFACE MTGD - -- MAIN SkEAKER C. A.F. A.T- ETT� FEED p FLUSH MTC. p JOOA \ '' ���~ LUGS ONLY p J 1� ) ► 175A � E OF ca��FO / I�nr 2'� �.P DESCR1PTtol VOLT-AMPS L OUTLETS C C I BUS C C OUTLETS , L VOLT-AMPS DESCRIPTION 2- ( C B K K B Cr A B 1 L C M T A B T L C M 1 A B • I �lylS� 1 ,,_� _ !•_� LIQ:� 2 .lAR_ lat1 _ . TFT 950 A -- 6 .� ►uST U. �J�W G/13 _FQL4NTNir•� r r rt .1 -- _ -r JOB NO ; - 127%1 , 39� 2 • ~- SATE T, 7 i a 11 i t • / TO MATCH 6X rf_l ? ----. !�lQ - ' ,3; ,4 • 3 - -- y _ DR (N�Rc.EPT EXIST, FF-EDC-R, X N - _-At _ - -_� _ 1 D PAN�-5. .FLLL NEW CON UGTO - — ► 20 v l-UCATE _ a To �'�E. r...A-�" - -t --{-t----+ --; 15Q�- 1Q _ Glio y 4+ 30 ,2 � P� 31 2_ _ - ` ,33'� �3a 3s 11 II iI 5. 39! 14,0+, - 1 _ i 41 ' - 42 SuS TOTALS s- SUB TOTALS �I NG LE LINE IACD fA _. O CONAL- PMASE TOTAL: A ' —B j� $— ; �OM1t. PANEL TOTAL VA; MAX. COW LIN£ CURREAT AMPS r • : -------- •'- - - '• •• - '� (KVA) PANEL TOTAL 31—7z� — + LC.L (.25) 33Z.$ .� ,3 7� � KVA; BALANCED CURRENT AMPS: DESIGN LOAD KVA _-N:r.�, r _ -tom-- .. Z � � ,P RDI l DC NEW, c./8. MATCH�. -- GONtJ �T TO EXI�TI NO , G/B. r LOAD 5drl6A KI � U -G..dNI+.I�GT rr� �i��TING coNTizo�- Pp.uEc.-�ILG�,11 y EX l5 , (P� SZE.) KVA 4� T ��AK v� 10 R � ) 40 FW1S 25 fo 10 KV�q �l�YJ I,G1AD 42. KV/q � F TD L 2 YA W v Ta 1. 9 k c� = 3$3Ar-►PS �: z u C) z U ^ Q 1204M VOLTS RAN&L MAIN BREAKER �_.._ al LASE .LOCAT"+ 5 11. A. WIRE drDCATK7M MM SAi.E "-"-'�.r ; M4►7TAGE " r� t ..._w..-„'""�Y_•_".�, 4 i MIi; SIP• "�ISA{ ..,_.-_� ` 1.4 — a"'a I � D -� I~ _- ...__ .. .. Q� U _ _ PR0C3R t-lHAgL_F TIME 5 �P q o �- - _ _ 5vp MR PAM PE 9� o � ,, __� _ M1AN IG�1 -Y .HEIS._L1G,yT1N� C?N .Tc�R, r ;_ ._..� _.__4)410 _ -- --. --- ___ O • 4 in C D-2 R g, BY PA�Sb TI M Ei� A'I- F:.�E PTIGr�1 D..G`�K_ I N : .w---•----•-•�_------ -•------,- -..-.�.-�.�..,a. _.,. - _._-____-� _�. __... . _. o , 0. QDD1T1�NA L. f- OT' L.EG1 FOR N I l- 1” 1..J�, 1� AND w x r_H e�EtJGY 5AZT1�Q`f f'I k'S __�____ - -- _ w j H ,.........._ .F.-.__.._........,�.. .y-.._...meq. _..-.+.....__..r. . .._..... »._.... ,y,« O �� d ,- 4 00 i G1-3 - w 41, wArYs arrc PHAst ": �,.+4 WATTS rs v�Ellz I%AM � x -- u © CONTINUOUS LOAD .� _ U , m_AL CONNECTED WATT& I�GiB p� U i ♦ OTWER LOAD r ` - g-12 :r TOTAL. LOAD t =..1,�__Al*P'S "� w F. C ° U 0. Q a0 ck I CONSULTANI G MEO../►N�O/►L S & HLCO-ffi.0/�L QON9VLTINQ ••- ENGINEERS 310 EAST FOOTHILL BLVD.,SUITE 100 ! ARCADIA, CALIFORNIA 91008 TEL:818-930-1383•FAX:818-930-1385 To 6ct. �FI`fT L-IUNT'S � 6,5„n CITY OF RANCHO CUCAMONGA -�, W. fiG-3 APPROVED BY: , CITY ENGINEER C . To �T. `�T�f' Ll� susommw am PANEL 5GH ED Q L ES cw r l t� I BY WE BY WE of !"� G ...G�_' 1_Td �Q /�� ._^ ... - .. __.... _._ _ _ 1 0 REVISION DESCRIPTION o�oa cmr , . E-7 , "V F� AR CERTIFICATE OF COMPLIANCE— Lighting Part 2 of 2 LTG-1 LIGHTING COMPLIANCE SUMMARY LTG-2 CERTIFICATE OF COMPLIANCE— Lighting Part 1 of 2 LTG- v ' PROJECT NAME DATE PROJECT NAME DATE rROJECT NAME DATE LIONS PARK COMMUNITY CENTER WEST 5-7-97 LIONS PARK COMMUNITY CENTER WEST 5-7-97 _ LIONS PARK COMMUNITY CENTER WEST 5-7-97 * C-11446 INSTALLED LIGHTING SCHEDULE - - — PROJECT ADDIMS5 RM ACTUAL LIGHTING POWER 9191 E. BASELINE ROAD RANCHO CUCAMONGA CA. -- PRNAL OPDESIGNER LIGHTING TELEPHONE Pern�t �l LAMPS BALLASTS LUMINAIRE NUMBER OF WATTS PER LUMINAIRE CEC DEFAULT TOTAL -- _ - -- - NAME DESCRIPTION LUMINAIRES (Indulin Ballast) Y N• WATTS KEVIN KEYFAUVER 818-930-1383 Q� LUMINAIRE NAME TYPE _._-_- - - - DOCUMENTATION AUTHOR TELEPHDNE —-- Chedud by/bate OF CA1.�F (eq. TTq-1, Type-2. sic.) I F H LAAMPSS wATTsALAMP s �o• No./LLIMINAIRE ��LD A 2X4 FLUORESCENT 8 107 ❑ � 856 KEVIN KEYFAUVER 818-930-1383 En�ML u.. A ❑ X❑ ❑ 3 32 1:1 [X] 111 B 1X4 FLUORESCENT - _ 2_ 71 ❑X 142 GENERAL INFORMATION -- DATE OF PLANS aKmNG CONDITIONED FLOOR AREA B ❑ U L] 2 32 019101 1 C FLUORESCENT DOWNLIGHT 29 38 ❑ [] 1102 5-7-97 _ 4,000 SQ. FT. --- - C ❑ X❑ ❑ 2 18 ❑ Y ❑ 1 D FLUORESCENT DOWNLIGHT 6 30 ❑ ❑X 180 w�aNc-TYPE - NDNREsIoENnAI ❑ MNiH RISE RE910ENTIAL ❑ HDTEL/MOTEL CXIEST ROOM JOB NO 95091 D ❑ [X] ❑ 2 13 ❑ � ❑ 1 -- E FLUORESCENT DOWNLIGHT 4 38 X 152 PHASE OF CONSTRUCTION 0 NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (Fie AffWaviQ TATE MAY T, 1997 E [] ❑ 2 18 (A [-1 ❑ 1 F FLUORESCENT DECORATIVE 5 B8 ❑ ❑X 340 METHOD OF LICSIT.NG F ❑ X❑ ❑ 3 26 ❑ 0 ❑ N/A - ❑ COMPLETE fel ILMG � AREA CATEGORY ❑ TAILORED ❑ PERFORMANCE I G SURFACE FLUORESCENT 2 37 ❑ ❑X 74 COMPLIANCE — --- LUAN G ❑ � ❑ 1 32 ❑ � ❑ 1 - --- - -- STATE_MENT OF COMPLIANCE )(?A,✓VN FLUORESCENT DONMLIGHT 10 24 ❑ IX:1 240 This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, ❑ 0 ❑ 1 24 ❑ ❑ 1 J HID OOWNLIGHT 10 125 ❑ ❑X 1250 Parts 1 and 6 of the California Code of Reaulations. This certificate applies only to building lighting requirements. I -- - --- - - J {� ❑ (] 1 100 [X] ❑ ❑ 1 K 2X4 FLUORESCENT 3 107 ❑ F 321 The documentation re arer hereby-- --- -- ---- -- - p p y certifies that the documentation is accurate and complete. ' K ❑ 3 32 ❑ Ll 10❑ 1 -- — —- -- M ❑ X❑ ❑ 1 32 ❑ 1:11:1 1 M FLUORESCENT STRIP 1 37 ❑ ® 37 DOCUMENTATION AUTHOR SInk TURF DATE 6pi1:1❑ KEVIN KEYFAUVER ' ` 5-7-97 MANDATORY AUTOMATIC CONTROLS SUBTOTAL FROM THIS PAGE 4694 The Principal Lighting Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other Wi CONTROL LOCATION CONTROL CONTROL TYPE NOTE TO PLUS SUBTOTAL FROM pONTINUAT10N PACE - calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirementseZ_-� (Room /) IDENTIFICATION (Auto Tine Switch. Exterior, etc.) SPACE CONTROLLED FIELD LESS CONTROL contained in sections 110, 119, 130 through 132, and 146 or 149. O OFFICES SS DUAL SWITCHING ENTIRE SPACE (FROM LTG-3 3CONTROLCREDIT WATTS Please check one: If not using the CEC Defoult volus; pleoee Provide a*partkq doamnMation. ADJUSTED ACTUAL WATT'S 4694 �V X❑ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation-, and that I am a civil engineer, electrical engineer or architect. • ALLOWED LIGHTING POWER (_Choose One Method) ^ - - ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of C fLfETE SUOLDING METHOD - the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. NOW BUILDING CATEGORY(from Tolle 2-W CONTROLS FOR CREDIT WATTS COMPLETE ALLOWED PER SF BLDG AREA WATTS CONTROL LOCATION CONTROL CONTROL TYPE LUMINAIRES CONTROLLED NOTE TO ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section (Roan / or Deg. 1) IDENTIFICATION (Oocupaet. Daylight. DWw"g, err-) TYPE I OF LUMIN. FIELD of the Code to sign this document as the person responsible for its V N Apreparation, and for the following reason: AREA a;,A►4(EtDORT SA[ETH®® WATTS AREA ALLOMIED AREA CATEGORY(From Table 2-5FI) PER SF SF WATTS PRNOPAL LIGHTING DESIGNER - NAME SIONATU LIC. NO. DATE O "� ( ) KEVIN KEYFAUVER a E-13057 J,7 V OFFICE 1.6 2000 5173 I Y MEASURES LOUNGE 1.2 1000 1200 LIGHTING MANDATOR - LOBBY -- - _800- - - Indicate location on plans of Note Block for Mandatory Measures THIS SHEET 6 � - 1. 500.. 800 - INSTRUCTIONS O APPLICANT NOTES TO FIELD-For Building Department Use Only CORRIDOR. STORAGE, TOILETS, ETC. 0.8 500 400 For detailed instructions an the use of this and oll Energy Efficiency Standards compliance forms, pleose refer to the Nonresidential �•� O Manual published by the California Energy Commision. O Iv LTG-1: Required an plans for all submittals. Part 2 may be incorporated in schedules an plans. 400D 7573 LTC-2: Required for of submittals. r� 1 TOTALS AREA WATTS LTG--Ie Optional. Use only if fighting control credits ore taker UV LTG-4: Opti naL ties only if Toiored Method is used. Porte 2 and 3 used only N appliWi 041 Nonresidential Compliance Form December 1991 T1lf1�®I-tom out PE FOR MANCE HIET OP) Nonresidential Comp/ionce Form July 1995 �^ ❑ TAILORED ❑ PERFORMANCE TOTAL ALLOWED WATTS O lFran LTO-4 or from computer run.) Nonresidential Compliance Form December 1991 TITLE 24 LIGHTING MANDATORY MEASURES: s 1. BUILDING LIGHTING SHUT-OFF .� BUILDING LIGHTING SHUT-OFF SYSTEM IS CONTROLLED BY AN AUTOMATIC TIME SWITCH. ADOIIIONIIL Fp(11xiE �MHERE MNI(.111ED 2. OVERRIDE FOR BUILDING LIGHTING SHUT-OFF OVERRIDE SWITCHES ARE PROVIDED FOR LIGHTING SHUT-OFF. SEE LIGHTING PLAN �1 SHEET E-5 FOR LOCATION. 3. AUTOMATIC CONTROL DEVICES CERTIFIED ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE CERTIFIED. o � 4. FLUORESCENT BALLAST AND LUMINARIES CERTIFIED U ALL FLUORESCENT FIXTURES SPECIFIED ARE CERTIFIED. REFER TO THE LIGHTING P FIXTURE SCHEDULE ON SHEET E-1. W 3'X50 QASKEIED HANDHOLE - Q 1 WAXW41ERROl1S TAMRR 5. TANDEM WIRING FOR TWO-LAMP BALLASTS -- LL' N 0 �1 ph" ALL THREE LAMP FLUORESCENT FIXTURES ARE SPECIFIED WITH ELECTRONIC BALLAST cin 15' - Y ' •Oc SAN T HOLE AND ARE EXEMPT FROM TANDEM WIRING REQUIREMENTS. W Q 1 E VEIN GR UNDNG Z•IN BASE PLAIE 1"M S. INDIVIDUAL ROOM/AREA CONTROLS Q z PO � Q 811 AT HNOHOLE — EACH ROOM AND AREA IN THIS PROJECT IS EQUIPPED WITH A SEPARATE SWITCH — Y 0 o P O&V ANCM BOLTS AND FOR EACH AREA. SEE THE LIGHTING PLAN. Q 1, o• o WA4ER& ORM AF 13t0 0 WK CANWY POLE IIS KT AND Ply. 7. UNIFORM REDUCTION FOR INDIVIDUAL ROOMS is = 0 Q o 0 ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 1.2 0 POLE BASE PLATE 1'x,1111V CHAMFUt WATTS PER SQUARE FOOT OF LIGHTING LOAD ARE PROVIDED WITH DUAL LEVEL 0 w a SWITCHING. SEE LIGHTING PLAN SHEET E-4. U -_ v " 8. DAYUT AREA CONTROL 0 _ ALL LIGHTING IN DAYLIT AREAS HAVE SEPARATE CONTROLS FROM THE NON- 3 = DAYLIT AREAS. (~ a 0 3 /3 TSS O 3' QC. 9. CONTROL OF EXTERIOR LIGHTS ``I Q a r 3 30r FOMEXTERIOR LIGHTING CONTROLLED BY AUTOMATIC TIME CLOCK AND PHOTOCELL. a Q co GRADE O ' I :. . . � j' :ONSULTANI ' COI W AND OMUCTORS t10r 4 IS VERTICAL REBAR OSQJNE 21RNdIT STEEL POLE IE]M AS IEIMARM OW RWK I 2r OIMIM OONORM BAS. OWfT MM W/ *M FrIa1N. 3' CIFJIR raw M AI: MAA # 00-111*4400-111_z„-Off #3 S a If O.C. CITY OF RANCHO CUCAMONGA now 4WIV IPS LA1P. / /,, RECOMMEJNM APPROVED BY: TYPE n: 94M AS Al EXW1 TWE IV oISTRIeuTICK CITY ENGINEER RCr- TE:DMd= OF POtE LAN r DOEQUFM W EAE �MIEDA d1ESUM 0RAVM EONLY0�11fJlMIIE TA I L-� 11 L ,, r� FG�-M 5 suesocr> oFiETE ocIEIISION NO INSrAu IOP BABE { T /� RM ,MIN RM gGDE. PROJECT 1 W aATE ef MTE oRAwwiGLIGHTING POLE MOUNTING DETAIL O REVISION DESCRIPTION I�soN CITY E ENGINEER ArP1WM .__._—� .. _,...-,.r------�.._..-� -. _ _... _..__ .__. -' .- .—._ ..__ - .-__....._ .-.__._..-----.... _.._..__..�---�,�...�,�..,,-,...,.-.w-. ..--___-r-•--.----T�..------._.._.___•e.nr++._...._..__,_.__,.—,.-. ..__.._._ .__.........__ ._ ... .- _. _ ___.. �- -- :. .. __ .ter _..�,_._ �. �_ .. _. .. I FIXTURECHEDI.JLE FIRE PROTECTION LEGEND PLUMBING LEGEND SEARCti� BRANCH CONNECTION SYMBOL ABBREV DESCRIPTION SYMBOL ABBREV DESCRIPTION SYMBOL FIXTURE DESCRIPTION W WASTE BELOW FLOOR OR GRADE C•11446 WASTE TRAP VENT COLD HOT F F FIRE WATER SUPPLY BELOW GRADE FLoOR DU TE AS AS AUTOMATIC FIRE SPRINKLER PIPING W WASTE ABOVE FLOOR REN. WC-1 WATER CLOSET 4 INT 2' 1 1/2" - FLUSH VALVE, 1.6 GPF Q, D D DRAIN PIPING V VENT LINE 0f WC-2 WATER CLOSET 4' INT 2" 1 1/2" - ADA COMPLIANCE VALVE, 1.5 GPF 1 -0-- PIV POST INDICATOR VALVE SD STORM DRAIN ABOVE FLOOR ' U-1 URINAL 2" INT 1 1/2" 1" - WALL HUNG,1,0 gpf FLUSH VALVE IV IV LISTED INDICATING VALVE OD OD OVERFLOW DRAIN ABOVE FLOOR JOB NO 95091 _ WALL HUNG, FLUSH VALVE, D D DRAIN VALVE - CW COLD WATER U-2 URINAL 2' INT 1 1/2- 1' ADA COMPLIANCE DATE MAY 79 1997 SOV SHUT OFF VALVE !- HW HOT WATER (1207) L-1 LAVATORY 2' 1 %4"X 1%2 1 1/2' 1/28@ 1/2" COUNTER MOOUNTED _ __ �(?A�JVN . - �— CV CHECK VALVE HWR HOT WATER RETURN COUNTER MOUNTED 1 1/2" 1/2" 1/2" AV ALARM CHECK VALVEG G FUEL GAS - 8"W.C. L-2 LAVATORY 2 Ill/4.X 1 /2 ADA COMPLIANCE i ' 2' 1 1/2" 1 1/2" 3/4" 3/4" DCV DETECTOR CHECK VALVE D D DRAIN „ S-1 SINK G!{ili f'� �����I SPRINKLER HEAD - UPRIGHT CD CD CONDENSATE DRAIN i I $-2 SINK 2" 1 1/2" 1-1,/2" 3/4" 3/4" SPRINKLER HEAD - PENDENT IW IW INDIRECT WASTE COMP. SPRINKLER HEAD - FLUSH PENDENT DIRECTION OF FLOW IN LINE $-3 SINK 2" 1 1/2" 1-1/2" 3/4" 3/4" DOUBLE SPRIN LE PLp.9TEf, SI DUAL HEIGHT, WALL MOUNTED ELECTRIC SPRINKLER HEAD - CONCEALED POC POINT OF CONNECTION DF-1 DRINKING FOUNTAIN 2' 1-1/2" 1-1/2" 1/2" - WATER COOLER FOR ADA COMPLIANCE 5 M G, FLG FLANGE -.— E EXIST EXISTING PIPING (CW. HW ETC) OR BY OTHERS U 50(SAI.G10plr'f`( 50,000 oT11R IN1; FDC FIRE SIAMESE CONNECTION TP TP TRAP PRIMER PIPE U W�'� V�A1�1� �t�AT�� �r7Vll7� S�ISMIG �'1'c��NGI• -� TI OF INLETS CAP OR PWG U WJ FDC FIRE DEPARTMENT CONNECTION � --3 -- FH FIRE HYDRANT FCO FLOOR CLEANOUT • �� \ KV KEY VALVE IFO (f-- WCOfCO WALL CLEANOUT/CLEANOUT -� o ti r \" "` FHC #F , COYB CLEANOUT IN YARDBOX Fire Sprinkler Note: I . Diagram is schematic only. Fire sprinkler rise and VBIVeS FIRE HOSE CABINET U { _ __.4aaha1l be located on the exterior of the building and ,� �� SOV SHUT OFF VALVE r� EAB ELECTRIC ALARM BELL — "" - U Al EZ U U .enter the building above the ceiling. Submit Shop Drawings 1 � � "- --• ' ;-- � ..'• � PG PRESSURE GAUGE WITH COCK —L� O Z , FI , GC GAS COCK al by the Architect .a g '� '. � �� CV CHECK VALVE l ^ 0 n Engineering or .review an approval � � . and the ` R.C_ ID_ . prior to installaton RPBFP REDUCED PRESSURE BACKFLOW PREVENTER TO AUTOMATIC " ' , . � FIXTURE LOAD SCHEDULE ABBREVIATIONS U SPRINKLERSYSTEM ----------------------------------------------------------------- FIXTURE QTY FIXTURE UNITS --F H8 HOSE BIBS WASTE COLD WATER HOT WATER V 1 ^ @ TOTAL @ TOTAL @ TOTAL 0 DIAMETERO ----------------------------------------------------------------- de AND RHB RECESSED HOSE BIBB ALARM BELL - - GROOVED END 10'-0" ABOVE GRADE A ATG AIR CONDITIONER BV BALL VALVE o PIPE COUPLING (TYP) WC(FV) 5 6 30 10 50 A ���' U 3 2 6 5 15 - - ABV ABOVE V 6 1 6 2 12 1 . 5 9 .0 ADA AMERICANS WITH DISABILITY ACT 4 WHA WATER HAMMER ARRESTOR ~ '" 3 CONNECTION LAV SS 1 3 3 4 4 3 . 0 3 . 0 AFF ABOVE FINISHED FLOOR S 5 2 10 2 10 1 . 5 7 • CLG CEILING VALVE/COCK 5 BEL BELOW CONNECN _� IN RISE/DROP ~ 0 - - U o OUTSIDE WALL OF DF 1 1 1 2 2 - - CONN CONNECT OR CONNECTION " BUILDING 2FD 2 2 4 CONT CONTINUED OR CONTINUATION RVP RELIEF VALVE - PRESSURE ----------- DET DETAIL ELECTRIC ALARM TOTAL DN DOWN WITCH 0- AV ANGLE VALVE (GLOBE) -----------------60-------------------93------------19-5 ELEV ELEVATION ALARM CHECK VALVE EQUIP EQUIPMENT RETARD CHAMBER TOTAL WASTE: 60 FU = 4" MAIN. EXIST EXISTING - { - PRV PRESSURE REGULATING VALVE FIN FINISH TOTAL CW: 93 FU(FV) = 66 GPM. , = 211 MAIN FLR FLOOR _ SC STOP COCK < FR FROM TOTAL HW: 19 . 5 FU = 14 GPM = 1" MAIN. FU FIXTURE UNITS) (CODE) -- o SURE GAUGE OPF GALLONS PER FLUSH U UNION DEVELOPED RUN = 112 ' X 1 . 25 = 1401 . (FROM PRV) GR GRADE OR GROUND MAIN DRAIN TO HIR HEADER FLG FLANGE I.E. INVERT ELEVATION a RECEPTOR WATER MOTOR ALARM STREET PRESSURE AVAILABLE =100# MAX - 95# MIN PER CITY OF RANCHO MAX MAXIMUM DRAIN-SPILL ON STIR STRAINER SPLASH BLOCK CUCAMONGA. MIN MINIMUM —� NC NORMALLY CLOSED `f' dco FLANGE (TYPPG PRESSURE GAUGE W/COCK ) EXIST. PRV @ BUILDING SET @ 60# @ OUTLET. NO NORMALLY OPEN-ALL VAVLES ARE > GRADE "OPEN" UNLESS SHOWN "N.C." O o a FIRST FLOOR PRESSURE LOSSES : OD OUTSIDE DIAMETER Q T THERMOMETER < z o P PRESS PRESSURE E- _ Y 6" o•POUNDS PER SQUARE INCH (GAUGE) �. 1. 4" METER @ 66 GPM = N .A. PSI 0 CD pVg PRESSURE TYPE VACUUM BREAKER a � 0 _ QUAN QUANTITY PL = O v P SLEEVE-PIPE DIA.+4" 2 . STATIC PRESSURE = 5 ' 2# RI&C ROUGH IN AND CONNECT W J SLEEVE do PACKINGSHT SHEET ' X 3 . RESIDUAL (FV-WC) 25# W TEMP TEMPERATURE THRU THROUGH O 4 . PRV, 60 PSI @ DISCH . 0# TR THRU ROOF w x ------- FROM PN TYP TYPICAL Lv o. U MECHANICAL JOINT. BELOW FOR CONT. SEE SHT. TOTAL LOSSES : __27#-- VB VACUUM BREAKER F" � z VTR VENT THRU ROOF GRADE. RESTRAINED w PRESSURE AVAILABLE FOR FRICTION : W/ WITHQ c ---------- YB YARD BOX 0. 60 - 27 = 33# X100/140 = 23 . 5 #/100 ' 'DYE: ALL REQUIRED ALARM VALVE TRIM NOT SHOWN. �. . ; _ PIPE SIZES BASED ON MAXIMUM 5 . 4I1/100 ' & E "?S VELOCITY . (:ONSULTANT ---------------------------------------------------------- AuToMAT G FIRF- 5FrR INKLER sERVIcE � NE PIPE-SIZE-----_1/211----3/41f-----111-----1-i/411------1-i/2f1---2" I ME01-IAN101\L &K FU(FV) - - - 7 25 163 ELEOT-R10/�L GAS LOAD SCHEDULE ----------------------------------- CONBULTINO ------------------------------ ENGINEER S EQUIPMENT QTY CFH REMARKS FU(FT) 2 8 20 40 ---79------89310 EAST FOOTHILL BLVD.,SUITE 100 --- ------------------------------------------------- ' ' ARCADIA, CALIFORNIA 91006 @ Total TEL:818-930-1383•FAX:81&930-1385 Water heater 1 65 65 ACunit 8 40 630 AC Unit 1 60 630 Al PWn Check Cmec 6/5/97 CITY OF RANCHO CUCAMONGA r AC Unit 1 100 630 AC Unit 1 100 630 __ APPROVED BY: /� r� r r�MENOEn sr: Total 914 cFH CITY ENGINEER R ` susSoc'noN SHW Developed run 225 ' x 1 . 2 = 270 ' ABBREVIATIONS, Per UPC Table 12-3, Pipe size Schedule : SYMBOLS AND PFAW= DW --------------- --------------- ------------ ------------- LEGENDS Pipe3/4111- 1-1/211or By OA7E BY QATE awi size UVW ---------------------------------------- ----------------------------- 0 REVISION DESCRIPTION o ON CITYol P-11 CFH 28 58 109 223 334 643 1 ITT L r E) ARJ. Cy�T -- (E) 1-04 (E) G11446 1 (E)CIRCULAING PUMP 4 IAF- i I I HM W GO REN. (E)CHECK VALVE (T1fP) 2 I W CO 1 O 41111 (E (TIP) I I I�' �Tf� 8 -2 95091 ' 3 d 12 jOB NO - II WCo WGo I 3'X1/4" STEEL PLATE - - (N)3/4" TEMPERATURE do I - PRESSURE Na" VALVE - 5 DATE ANCHORED TO NOT 4 i N L- 1 I MAY T. 1997 LESS' THAN 3 t><1UDS 5 x.12 I VJG•I -�_2 `�' - j� 311 >i11�`NN _ PROVIDE 3 UX 12 GAUGE + L - 1 2" BOLT INTO GALVANIZED STEEL STRAP _ 1 _ 4 _ -- O I - - -I TAPPED HOLE TW-4 • AROUND WATER HEATER - - -- - E E �� ( ) (TYP-2) -� PDCE) -Q-- - - - - ��.� - '3/QI l PFZ1( STAB 15 I iz11 wc- I w WC'•1 II � COCK o 0 E9 1ST A G u t�11" I C 7 _ ©N � �c-2 P��O QAS - LEc _ RAoF CTYP Vin) G I 6 U -1 _ I 4 � Z W U GRAIN VALVE ' , - �. 4 __ E)� -2 •, WATER HEATER PIPINGDIAGRAM I Cloo cFry g11 U ,,,� -2 1 4 ,--� ►� tb r NOT TO SCALE - 23 PLUMBING NOTES, • 9" 1 . 1/2"CW DROP. O �,. Ct - 2. 2"W DOWN; 1 1/2"�V IN WALL. 1 1L 3. 2"W IN WALL, 1 1/2"V RISE. �I I 5-I u1 4 I 4. REMOVE EXISTING FIXTURE. Mc )f)IFY EXIS11 IN(; Z U ROUGH-IN 1 C RFC EIVF NF1M FIXTI.tRF , AS 14H, N1Z I + i U �. CONNEC:f ANI)FXIENI_)A1�f_VUAI F SILEI_� C 1N, F IW, W Z - ji &V PIPING FROM EXIST ING PIPING 1<)NFV✓VIXI U14-.S. M� Q 7 11 f �I)AG UNT ON 6. INS fAt_1._ NEW FIXTURE; CONNECT 1Z) EXI`:i ING O V41 I I fpQ T I ROUGH-IN IN T 1 iE WALL. � c � U � � t H\NI 7. EXIST INC) 3/4" H &CVV(DROP; I 1/7"V WSF. 8. 1 I/2" C_W, 2"V& 4"WIN WALL. ^ / ION 9. EXIST ING 2"CSN DROP. CA Ct Loq- t4D) 1 U: 3/4" 1 1 &c_1N, I I/)_"V AND 2"WIN WAI I_. O 1 I . 1/1" H &CAN, I I/2"V AND 2"WIN WALL. 12. EXISTING 2"F, I" EI &CW, AND 3/4"f fWRABC_)VF.. O 13. EXIST ING 2"V RISE. 1- 14. EXISTING I 1/2 C:W ANL) 3/4 HW DROP. 15. EXIST ING f RV STATION. THOROUGHLY IOROUGI LY C:I_LM4, H - Ai ' I 2I j1 I REPLACE SF ._S, TRIM, GAUGES E IC AND N.S I-ORF: TO U �Tf� PROPER WORKING C(_)NI)I TICINS. 16. EXIST IN(.)' SFRVIC,E SINK. I F K R( g )(A 41 Y C.1 FAN ANI ) RES]OK- I C)Pf<(JPFRWO WNG CC)NI_)I I IC NNS. RF_PI_AC:E FAUCET- SEALS. , 17. EXISTING CIRC:.RJMP.REPAIR AND RESTORE-. TO I ROPER - � WORKING CONDI i IONS. J _ -- T �--- - 19. GAS PIPING UPJ I (ROUGH ROOF. CONNECT 10 R f < U WITH GAS COCK AND APPROVFU (DORTI JN I OR o 3 I EQUAL) FLEXIBLE GAS CONNECT O: . W 20. EXIST ING 3/4" H & CW` DROP; I I n" VTR AND 2" W _ W H U EGI N DOWN. cn • 0 G, Gt 2 0515 C.-F14) 21. EXISTING 2"F, 3/4"H &CW AND 3/4" F 1WR ABOVE. ` a "' o To s ��4`IC I80 �Fr+) 22. u��l� < C _ �-- sr^STEM �� SNOT = �, - Y o ^ P O O _ 2:3., CONNECT 1 O EXISTING WASTE BELOW F1.00R o 0 0- _t) 24. 2'/)'FIRE SERVICE. S15E CIVIL [DRAWING FOR = p a o 0 %- CONTINUATION. U _ =j^ Al 25. NEW AU FOMATIC FIRE SPRINKLER NSFRA.SSf_MBLY. W x { 26. RFM �/F E7C151 ING FIXTURE. REMc7VE PIPING 10ABC�VL U _ U C7 ~ I - - O FLOOR OR BELOW FLOOR AS APPLICABLE. REMOVE aG = p PIPING BACK TO MAIN AND CAP. �,� 3 = -- - -- 27. ELECT RIC FIRE ALARM BEL.I_. F C 00 YGp Z� 2/211 2 28. w v z .I 7Q a 11 !4 46MI'Minor - GL Q 40D to eT NEW SAS METES 2g. COORDINATE WITH GAS CO. REPLACE E�CISTING GAS ONSULTANI C�95 GFS) METER WITH NEW FOR ADDED LOAD AS REQUIRED. CO!NNEC NEW 2 1/2"G WITr GAS COCK TO THE NEW S &K CONS V_i"ING METER. RECONNECT TO EXISTING 2" G AND Ra WITH ENG 1 N E E R S NEW I 1/4"G .( ISO Cf44 ) '54' I 3O- Ccf4N Ec t To Ex-IST 1 H CV4 A50-iff - 310 EAST FOOTHILL BLVD,SUITE 100 $ I . 9/411 H & C W 09oP; I�I� �j)�Ej 2' W ()p W-W j TEL 818-930-1383 CALIFORNIA IFAX:818-9930-1385 GENERAL NCTFS• W.C.O . I. REMOVE ALL EXISTING HIDE PROTECTION SYSTEM 0 Plan Check CO1RecWns 6/5/97 C17Y OF RANCHO CUCAMONGA COMPLETELY. PROVIDE COVERAGE FROM NEW FIRE /7 FAMOMMENCIED W. y PROTECTION SYSTEM. APPROVED BY: JL 2. ALL PLUMBING MODIFICATION REQUIRED BELOW CITY EWGINEER RCE:_2AiU AM: FLOOR SHALL BE DONE BY SAW CUTTING THE FLOOR sumog Tom 94W ONLY.THE FLOORTHEN BE PATCHED 6A0K TO MATCH EXIST ING. PLUMBING PLAN " 3. ALL DEMOLITION OF WALL AND CEILING REQUIRED rllOdEL."T t11EET FORMOCIACATION OF PLUMBING SHALL BE PAT QEDof BACK TO MATO EXISTING. Br WE BY GATE owwnNc tro. REVISION DESCRlPTiON DES" am P-2 APPS 1 t' 73' G z BENCHMARK ELEV: 1389.28 No. A-219 CHISELED SQUARE ON SOUTH RETURN PCC SW — — �L — — — I S.W. CORNER OF LION ST. do BASELINE ROAD I\L R AC PATCH /i 1 ��\ 1 /i�r 1 2 �• JG \ 1 I R �/ ; ♦ // GRASS ` 1 ♦`'1� SIGN GAZANIAS / � , , / 1 / ♦ / i / 1 / '` l r^cY 7 MULT TNK TR E T/� -- \ ♦ ` 1 �� 10 D PINE CONSTRUCTION NOTES OQ. t -{.1-% 11 P C SW DEP. CURB `� SAWCUT A GPS ` FOR ACCE 2 7 / '14 L ;4 REMOVE 5 ��I � � f _ 1 i / , a— EXISTING TREE TO 13E REMOVED TO SATISFACTION OF THE CTTYS INSPECTOR JOB NO 2 2 I ,� / / 1 // � I 4�- RELOCATE (SEE CONSTRUCTION PLAN. SHEET C3, FOR NEW LOCATION) �JG DATE MAY 7, 1997 2 LION S I► AC ° � 1 ^C ro x" a WEST c '`� _ I I I III DRAWN CSB IRR. / D D PINE 84.30 FF t � 2 — — � r °�P Pcc ,' — — ] LEGEND: IIGN 2 3 �-- m o REMOVE ASPHALT CONCRETE m � a Few Z o 1 ® REMOVE CONCRETE Qi 11 Z CO b" MAGNOLIA \\ �� /i' 2 ',II IG \ D 2 \ z � .� - � 3 D ; 1 4 ' EXIPROTECT IN PUCE ../ n � ' LESS LABELED GRASS� / O O • M 000, m �✓ 0 2 `' I W U \ 10"D PINE 2 II r �6Q / {'6"D PINE 1 6" v m m m m I y, cmn z ��0 1 '7 3 I o m 2 I N II m Ile r oT2F4t:ATV_ 2% / \Q r- 0 r l SEE sN.A-I Z j I z �D �� ,�,Y 1 ��° D SURVEY NOTE END SIDEWA<x — _ — — — CTIY WILL PROVIDE FOR SURVEY AND STAKING SERVICES m / r^ 4 1 7! \ T � 7 / li�I `� T �� \ / u ��1/2" WMct V1 V or .00 If ZO Ox D �_ � O 1 o \ 2 -t1 I SCOPE OF WORK Z It is the City's intent to request a Bid Proposal for the Lions West ~ C) Qdl� \ 1 Community Center Improvement Project with the South Parking Lot \\ S �� items of work as an additional Alternate Bid. The Bid Documents 0 LI� 8' cH 2 II will guarantee work on the Base Bid and will allow the City the U V , P F I option of awarding the Base Bid. Base and Altemate Bids. or portions thereof, dependent on the actual bids received and the `wT� Ct $ — — available City funds at the time of the award. a� I The Base Bid items are for all work that is located on the north END SIDEWALK — — o — -- — — — I— and northwest side of the Limit of Work line as shown these plans. The Alternate Bid items are for all work that is located on the I� 7 I ��IGN south and southeast side of the Limit of work line a: shown thea 1 w / plans. 7 I I U STT/T/7- STT CIO no � U A� II w <N 2 �, W � •_^ I I 'Ww _ I Cf) <>77 t at< ow ��ars CJ CONSULTANT — J I SHEET INDEX — — -� SHEET DESCRIPTION C1 CLEARING. GRUBBING, AND REMOVAL PLAN C2 GRADING PLAN II C3 CONSTRUCTION PLAN CITY OF RANCHO CUCAMONGA J C4 FIRE SYSTEM - WATER SERVICE PLAN APPROVED BY L1 IRRIGATION PLAN CITY ENGINEER E 24953 L2 LANDSCAPE PLAN CLEARING GRU881NG AND REMOVAL PLAN FOR E SAMM M sir PA I / �� yJ i � L3 DETAIL PLAN - LANDSCAPE IRRIGATION LIONS WEST /COMMUNITY CENTER �� Cr _ _ IMPROVEMENT PROJECT OF �• �`� / O REVISION DESCRIPTION o CITY AT THE SOUTHEAST CORNER MAIM la r aorAM ASI OF LION STREET AND BASELINE ROAD I i n( BENCHMARK ELEV: 1389.28 No. A-219 CHISELED SQUARE ON SOUTH RETURN c , S.W. CORNER OF UON ST. do BASEUNE ROAD �� CONSTRUCTION NOTES '"��I 1a-- CONSTRUCT PIPE OUTLET THRU CURB PER DETAIL y- _ 2 INSTALL BROOKS PRODUCTS CATCH BASIN #CB-1818 LIS WITH 1818 STEEL PARKWAY SOLID COVER '� ♦ I i � -f \ II R / ` F �3 -- INSTALL 6" DIA SDR DRAIN PIPE Ole 56 7 ♦ --- � i 1 I \ I / GRADING GENERAL NOTES •, ., `` � / , / I I � � / TH THE CITY OF JOB NO -� �l / 1 1. ALL WORK SHOWN HEREON SHALL BE DONE I N ACCORDANCE WITH RANCHO CUCAMONGA STANDARDS AND SPECI FI CATI ONS AND CHAPTER 70 OF THE UNIFORM - - - - _ \ 1 / -•- BUILDING CODE, 1994 EDITION. DATE MAY T. *97 . 85 / I � �� I / I LIONS 2. PRI OR TO START OF GRADI NG ALL EXI STI NG VEGETATI ON AND DEBRI S, I NCLUDI NG _ - I �� I EXI STI NG STRUCTURES, FOOTINGS, FOUNDATIONS, DRAWN C S B - - _ _ _ _ _ _ _ _��.� \ ,/ WEST I� — — — II I II SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OFTHE ENGINEER. SYSTEMS • �' � 11' 84.30 FF � �- — — — — I RDISTURBED UWt of ORADM ,: 7 / — — — — III 3. AFTER STRIPPING NG THE EXISTING NG DEBRIS, ANY EXISTING LOOSE FILL 0 a � �orn x I I NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE ENGI 4. THE EXPOSED SOILS SHALL THEN BE EVALUATED BY THE ENGINEER, AND ANY ° 0 z ADDI TI ONAL OVER-EXCAVATI ON SHALL THEN BE MADE I N ACCORDANCE WI TH THE Q� a. D c c� I I ENGI NEER' S RECOMMENDATI ONS AND AS CONTAI NED I N THE SDI LS REPORT. D °D U r r—�—rr• 0 I 5. THE EXPOSED SDI LS SHALL BE SCARI FI ED TO A MI NI MUM DEPTH OF 6 I NCHES, BROUGHT TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% Z �- -� D COMPACTION. BASED ON THE ASTMD LABORATORY TEST METHOD. [� W } 7, �� 11 Cn 6. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE ENGINEER. \ 1 5� • • - STRUCTURES ARE ENCOUNTERED DURING m o ( I II 7. I F ANY UNKNOWN SUB SURFACE STRUC URE � U -, r CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE • P h* t t\ 7� SIN N I I I z ENGINEER NEER PRI OR TO PROCEEDING.NG. u ' I(-r, S. DUST SHALL BE CONTROLLED BYTWATERING THROUGHOUT THE GRADING AND 0 Km�.o x •, I I BUI LDI NG CONSTRUCTI ON OPERATI DNS. 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT o — — — — — — — — — — � � .� . . �� �Y I \ � ADJACENT PROPERTY AT ALL TINES DURING CONSTRUCTI ON. PROTECTI VE • ° _ _ _ �L_ �I� ��C' D MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, • - - - - - - _ - - - - - - - 1 / SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ONzv� p* c E — - .— 3 /� �I' I - — —A 7, �--- -�- i�_�•T/ \ ��`_ / PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. C� II 10. NO GRADING SHALL COMMENCE WITHOUT OBTAINING A CONSTRUCTIONElm PERMIT AND �r 1�� �'` 1� . I- = U _ i - NOTI FYI NG THE ENGI NEER TWO WORKING DAYS PRIOR TO THE START OF WORK. U = U 7z• 611. THE ENGINEER SHALL ALSO BE RESPONSIBLE FOR OBSERVING AND TESTING . czUTI LI TY LINE BACKFILL AND CERTIFY THAT PROPER COMPACTION HAS BEEN : . — •�, ' ,. < . , ; . ,. , , , . . ; . , , , . : : TRS AND AGENCIES CONCERNING UTILITY TY LI NE OBTAINED BY SUBCONTRACTORS� I � • o�, 1 ELECTRICAL, F EWERS WATER LINES ELEC . .. INCLUDING, BUT N07 LIMITED TED TOS BACKFILL I o a AS AND LANDSCAPE I RRI CATI ON LINES. S LESS THAN 0 �c• - -- - P. C. C. WATER CARRYING DEVICES WI TH SLOPE . SX 12 ALL a A BE WATER TESTED PRIOR TO FINAL FINISH. SH LL v 13. ALL WALLS REQUIRE SEPARATE PERMITS AND INSPECTION. . z SDI L ENGI NEERI NG I NVESTI GATI ON PREPARED BY, O II t' RMA GROUP RMA JOB NO. 96-044-01 M--� '7 10 851 EDI SON CT. MARCH 22, 1996 RANCHO CUCAMONGA, CA 91730 M� � , 1 �► I I (90 9) 989-1751 THE ABOVE REFERENCED GEOTECHNI CAL REPORT I S CONSIDERED A PART OF THESE PLANS. ALL REPORT 4 — — RECOMMENDATIONS SHALL BE FOLLOWED BY ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT. II 1"-20' 4 BAR 36" LG. - in 0 DEPRESS AC AT INVERT FL f2" O.C. ^_ BLEND OUT RADIALLY TO 2' PCC WALK 3 A1-6 CURB PER < v a 10 1 " CLEARANCE 5 sTo 104 <h 4 0 PVC SCH 40 PIPE - w " #4 BAR 36" LG. 2" CLEARANCE 12 O.C. N '0 0 nt•� ~ - ox ,.., a_ o e <0.... ♦ V W PROPOSED PROFILE ALONG CURB FACE SECTION VIEW • ~�` 1 GRADE LEGEND: �- a v _ EXISTING EXISTING PROPOSED PORTLAND CEMENT CONCRETE � _; WALK GRADE GRADE GRADE CURB OUTLET DETAILS �,, WALL SCALE: 1"=1 '-0 F- _" WALL I \ w < �� ♦ /�� ir go 2% SLOPE 86 1- � � EXISTING TREE - Q Q 83 ' 1 � PROTECT IN PUCE r/ WALK �� p \ �/ � �/ 82 85 CONSULTANT 1 . 81 51 SLOPE 84 s - -86- - EXISTING CONTOURS 'r'O 86 PROPOSED CONTOURS SLOPE WALK 80 83 a 79 SECTION A--A 4# SECTION B-B TIP. SLOPE DETAIL CROSS SECTION CROSS SECTION CITY OF RANCHO CUCAMONGA ADJACENT TO WALKS SCALE: HORIZ: 1"=10' SCALE: HORIZ: 1"=10' BY. 8"_� ' VERT: 1"=2" VERT: 1 =2 CITY ENGINEER SCALE: 3/ " C 2495 �� GRADING PLAN FOR THE C2 oF LIONS WEST COMMUNITY CENTER praEff mm IMPROVEMENT PROJECT Of erf °'' LOCATED AT THE SOUTHEAST CORNER oto NM Q REVISION DESCRIPTION �+ cmr OF LION STREET AND BASELINE ROAD flwr�x �wio�o BENCHMARK ELEV: 1389.28 _ No. A-219 CHISELED SQUARE ON SOUTH RETURN S.W. CORNER OF LION ST. do BASELINE ROAD _jPPMCAL IVNT �J CONSTRUCTION NOTES R )e ( R / ♦ / F 10-- INSTALL HANDICAPPED ACCESS SIGN ON METAL POST PER CRY STD 401-B AND TYPE PER PLAN 4 4 \ /�/ WIDTH TO CONSTRUCT HANDICAPPED ACCESS RAMP PER CAL TRANS STD A88 CASE "C" (METRIC) -4 5 ? 7 III s� 50.00' \\ / ; ♦ // ti / ♦ / , ` 1 �\ 3a-- CONSTRUCT Al-6 CURB PER CITY STD. 104 (6" CF UNLESS OTHERWISE NOTED) F7 \ 11 ♦ I` 1 �\ 44 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD 102 CONSTRUCT PCC FLATWORK. WIDTH PER PUN, THICKNESS (T) - 4" UNLESS OTHERWISE NOTED sj i L_r,� 4 6a- RELOCATE SIGN PER DEVELOPMENT CODE SECTION 17.12.030 AND ADA REQUIREMENTS (SEE SPECS) i / ` / 7 CONSTRUCT 3" AC PAVEMENT OVER 9" CAB J 0 B NO o ILI [LI d STALLS \ / 1 / 1L► 8a- CONSTR= CURBSIDE DRAIN OUTLET PER CRY STD 107-B 7 SEE S/W LAYOUT PAINT DOUBLE WHITE STRIPE DATE MAY 7, 199 LIONS9 10 PAINT H.C. STALL MARKINGS PER DEVELOPMENT CODE SECTION 17.12.030 (SEE SPECS) CURVE DATA �� 3 11 PAINT CURB RED DRAWN C S B 17Y�_ 7�7 ass° WEST /-' — 7 II ! INSTALL CONC. WHEEL STOP PER DETAIL. SHEET C3 S/W � LAYOUT 2.50' NO R LC T 84.30 FF — „ 0+48.8e, z.s'� / ] I 13 6" PCC CURB ADJACENT WALK PER DETAIL C-C HORIZONTAL CONTROL \ (D 60'00'00- 20.00 20.94'11 .55' GwM — 0 © 60'00'00" 9.00' 9.42 5.20' WASH OFF FINISH / ° 53'07'48" 3.00' 2.79 2.25'110+40. z.s'L s/v ac W k ` ° ° I� c ST. ST PARKING NOTE: © B OR PATIO AREA INC. �-- 98 STANDARD PARKING STALLS J O g STEPS AND RAMPS SEE . T r•�--r—r� 6 HC PARKING STALLS ARCHITECTURAL PLANS � z O AND DEVILS NOTES 6 �I / * s .4 D 0 LEGEND: ' : ,s� 18.09' 7 — J NTI NT / / �/ / m � PORTLAND CEMENT CONCRETE i 1 �\ z In r _ _ _ __ _ _ p . NEW BUILDING 5X5 I I I /� �4 u O — —Q' CONSTRUCTION SEE �. / 5 ' ' ARCHITECTURAL m r WASH—OFF FINISH ; / 1 / PROTECT N PLACE SEE BLOWUP "A" "a o WIDTH TO FIT (TVP) J (/) � I� Paws Z 0 NEW ASPHALT CONCRETE \ � 1 ♦ / U C� 20.00' I Ig>E 1 j d • ° SLOPE 2X AWAY FROM BUILDING I� �./ i I �.k �r t8' S4' 'A" 41' s 7' � 5 5 SEE BLOWUP "B" 2 �- 1 /� WEAKENED PLANE JOINT O a ° / �� -g- EXPANSION JOINT �� U . 1 DO QQWN 147[ .� /\ f 12 - - - - - - - - - - - - - - - - /, - - - -- - - - - - - - e' 4' r ,iE� l j —� — , �/ ` I / ♦ �i —4 V1 � 13 .� �,.• ! ��I �,w � 9' TVP. 711- 9. - �, I / _ T .� C� 1 e' 12 I 1 � I 10 I -9' d - - I� � � I - P, —9. 6 u = uL c 9 13 —V6•WCURB AND GUTTER I '• '`�` "N (GUTTER INC. IN CURB PAY ITEM) O d E STALLS I 2 STALLS © 2 �' Q ALLS " „� r� 12 _77777 "' r �' �k EXISTING CURB PCC WALK " 3 Al-6 CURB PER O ^�-•- '�o "Yt; 5 19 1 1 1 1 1/2-R 13 6 CITY STD 104 r� V R Q\ EIJ( 10 I 89'-9' �a 1 38'_x' 58' - 35--- TYP., AL u J EPOSD 5 CORNERS) 2 10 I T..B 4' srALlsSrALIs ' _ — _ _{ — GRADE ,►/ Z _. io >* O VA- _ 1 . 20' 1 Ric, - ( \�� T `ti'• • Q �� _. o, a �� � �, 1 1 �► I �j/\/•�T .73 1,,b =77 DETAIL SECTION "C—C" ._ SSCALE: ,-_,,_D" SBARx9 7 — — — 12 PLCS) SET 1" BELOW TOP OF 1"=20' CONC. WHEEL STOP o ara � ___i ` 2 v — — — - — — Li 13 =I i I.- >b 13 3► :oo o — 8, zo - - ----, 1--------------------------- ------ LLJ in kb C •�� �tG I ` �u SID �/ \ / S N 'Why RELOCATED BIKE z D N 4>7' ot - ) r Do RA K I I D - Z I / ,S 0<o C 4.Ss r1, , 1`911 1 �/ f f f o9 � •• 1 17 rC �� 12 j �I 4.5 6 80'93 ° — — O<ww o 1 - 1 ro �0i�` ?8.95 ,. — , O FS ° ° t O w w IE k — O I O I O �• d+ co co �� 3 = 0 2 s -- �i (Do F CURB � W Jit �) a R99 Q m n n D q-3 EPDXY WHEEL STOP U_ a, °�° p ° N W TO PAVEMENT PER FILL WITH MORTAR v x W � M 'I � DO N ° D WN ° MANUF. SPEC. C; d x•35 T� '82 `� v 12 I �.�0 8.,4� W va RELOCA D d° a f- -�I 01 8 /9 C a �8 ° SEE RE P CO a W < ,� 4 n '-GRADL EAK 4 10 ° - �l 4'- :��ot t-- 18') �$c� �0 '�°' I 17 ^ `°�, 4' °° CONSULTANT 1 , 00 a 10 loom VI 9 ��,� 6� P. WHEEL STOP DETAIL(S) �+ O 7 _6" S SCALE. NONE 9 � ` . 2 C STALLS ST. w 11• y' .• h � d ( � I Ai "A" BLOWUP "B" BLOWUP 2x SCALE CITY OF RANCHO CUCAMONGA 13 �' APPRovED BY � �: I ==— CITY ENGINEER RCE 24953 CONSTRUCTION PLAN FOR THE ON SHEET LIONS WEST COMMUNITY CENTER C3 of Plln= ow IMPROVEMENT PROJECT OF / �' / er DAM � °iA'� LOCATED AT THE SOUTHEAST CORNER OPAWM "m 1, 7 �� �� 0 REVISION DESCRIPTION OF LION STREET AND BASELINE ROAD a it tl I cu I� I, I BENCHMARK ELEV: 1389.28 < 4 L _ ___ _ — _ — — _ L I( I D No. A-219 CHISELED SQUARE ON SOUTH RETURN T S.W. CORNER OF LION ST. do BASELINE ROAD v I C) III Fri i I I I LIONS WESTF1-1 I 84.30 FF I I I cf) J (9162 BASELINE RD) � z I rn JOB NO I ' DATE MAY 7, 1997 / 118' I I SYMBOLI DESCRIPTION MFG CAT# REFERENCE DRAWN CSB Q i t 2-1/2" OSY GATE VALVE ANY P TE W / I /// 0 ® DOUBLE CHECK B.P.A. FEBCO 805YD SHEET C4 DETAIL 517/MOD 2 r I � .� 1 0 V VE c� — _s r I FIRE DEPT. CONNECTION ANY / � ` I � RCFD FDC INSTALLATION POLICY 7 D DATED 7-21-89 I INC. SIGNING RCFD FIRE APPLIANCE SIGNAGE — — — — — — — — — — ` �� / r y�� I / .I- 1 SINGLE CONNECTION) INSTALLATION STD. 92-1 REV 4-20-92 \ \ — — — — ' / `�� --J—_/ \� � r �� i� e / / ,� \� ( / \ // PIPING — SIZE & ANY - - '- �� �� '� 1 �' / 1 MATERIAL PER PLAN a _ , _ _ �j"000' 00, I LI II ' 1~bC MONUMENT T F0- 1 L 6"W u H U a \ I ` � WV _ — ; , _ — — — WATER SYSTEM NOTES. U04 ct :. .. x:,• ; . .:, :.;::, " ` ', .' 1 THE WATER SYSTEM FROM THE METER To BPA sfu►LL CONFORM To THE 42 1w11N. SEPARATION " " POC THE CUCAMONGA COUNTY WATER asTRl�r. RE IREMENTS OF E BETWEEN PIPES -1/2 TYPE L 2-1/2 /ST SCH 40� SPECIFICATIONS AND QU Q� " �• BE INSTALLED WITH 36 MIN. COVER. H MI . COPPER PIPE 3fi DEP 2 ALL WATER MAINS SHAM � � Q " MIN. I� �6 DEPTH . 105 MI 118 MAX. 3 STATIC WA RE AT POC . I TER PRESSURE N. � • .--� . f w _ BACKFlLLED WITH SAND. PI SHALL BE a ' 6 "S BLEAR AREA 4 PIPE ZONE: 6 ABOVE AND BELOW PE M� Q :: . ... .: . ... . :. . ,:, ., .. 5 D CLEAN SET of AS BUILT" DRAWINGS TO V./ f ; CONTRACTOR SHALL RETURN A LEGIBLE AN COUNTY WATER DISTRICT L/1 THE CUCAMONGA t V1 I AND THE CITY 8 CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WACid TER DISTRICT G"T 110N. U N INSTALLATION. F WATER UNE ART THE P TO THE ST 0 RS PRIOR AT LEAST 48 HOU M� D OF UN ON ALL CURVES. AND AT ALL ANGLE 7 TACK WELD ALL JOINTS 80 FROM EN E. I I POINT'S PER CCWD STD DWG N0. 9. O 8 NT ALL. ABOVE GRADE PIPING. FTTIINGS AND ASSEM BLIES. R PAI . COLOR: RED O r--I 7 i U a� U V, I II _ — J •. /� U -T- -r r L �� \ � Mo v i � a Nil w <N M cn n�e.r z • F.. Yww o BA�OW PREVENTER I I CL a e e ASSEMBLYBox I 1 t O w w 2 ` V eoPX=c N4a+� I I "W ,• FIRE SPRINKLER BSEE IUILD CONTRACTORPING DESIGN PER U o NIPPLE F1 I � 3 G" THICK x 24• WIDE I ILLj CONCRETE PAD (LENGTH VARIES OSY VALVE BRASS WYE STRMNER PER SIZE/MANUFACTURER) 60 � o W <t SLOPE N A MINIMUM Z in MONEL SCREEN WITH SO MESHo � I I UNION FINISH GRADE PVC SLEEVE a � �NID ' A REQUIRED FOR 1 1 ° . 11 I — CONCRETEPIPE THROUGH 19 1 �—� _ —=i 'I NIPPLE - TYPICAL � STUB OUT SHAL FrioM WATER 9oLHec i_I— (2) KAM CONNECT TO I z I CONSULTANT �I _ INTERIOR SYSTEM O —III= y�IK>X COMPACTION - 1 SEE ARCHITECTURAL I I � I _t1 REQUIRED 1 I I m1= PLAN 10 1 I _ TO eLILDI+c m P.O.C. ' I -j ICL I x I TO N]tl57N0 — cxTE STANDARDS toe LOCK TYPICAL (4) PLACESPER 13 I I W I U la I I I CUCAMONGA COUNTE AND Y WWAAlER DISTRICT�STANDARDSE �S. J CONTRACTOR SHALL VEWY WITH CCWD PRIOR TO I I G w I I NOTES: CONSTRUCTION. G� d I t a I I ,{ 1. INSTALL PER LOCAL CODES. , 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' n%OM ANY 3. WHEN UNIT IS NEXT HA TCnntE (IE WALL. BUILDING, ETC.) r/ Z— I I - L - CITY OF RANCHO CUCAMONGA MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 1 4. ORIENT UNIT PARALLEL TO DRNE. I X I I APPROVED BY S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE LtiJ • FIMOWAENDED �: I• yKLEnC FrTTINas ,,,,E REQUIRED FOR CONNECTIONS of L_ _ _ _ _ J L — — — CITY ENGINEER E 24953 I DISIMILAR METALS. MANOSEE PIPING LAYOUT THIS SHEET FIRE SYSTEM — WATER SERVICE PLAN F R THE C4 o '"� I C4 0F LIONS WEST COMMUNITYN � IMPROVEMENT PROJECT OF REDUCED PRESSURE SCALE DETAIL SCALE SECTION � °"'� � 0iA7E LOCATED AT THE SOUTHEAST CORNER o ,�. 0 REVISION DESCRIPTION o�oN cm BACKFLOW PREVENTER NONE 517-4= VALVE ELEVATION NONE A �� ,�� OF LION STREET AND BASELINE ROAD V27 30 GPM V26 23 GPM V25 25 GPM 17 GPM V24 V23 15 GPM BENCHMARK ELEV: 1389.28 No. A-219 CHISELED SQUARE ON SOUTH RETURN - S.W. CORNER OF LION ST. do BASELINE ROAD R IRRIGATION GENERAL NOTES: I \ I All equipment shall be selected and installed in accordance with the Contract Specifications, `� �/ j •• \ / - I '-'�' , 7 =' ' _ ' ' /� Standard Drawings, and details (shown on sheet L3). • �' -� •' ��`�_1 i I (`+ / �-4 �-- 2. The Contractor shall coordinate controller programming with a Calsense representative and a staff 1 4 member of the City Maintenance Department. For controller location see this plan sheet. The -- / water meter and BPA assemblylocations are shown on Lions East Plans, sheet L2. ••� I 4 1 / 1 �. / JOB NO • // \ 1 / ••-� I i - � / , / ( � 3. The Contractor shall install one (1 spare orange wire along the entire length of the mainline to ` l the farthest remote control valve (RCV) on each branch. Pigtail each orange wire at the enclosure. DATE MAY 7, 1997 I •••• / LIONS f I Install terminal strips in enclosure for irrigation wiring. ••• / � '�'N' I DRAWN C S B 21 GPM V28 _,� �1� ( ( 4. The Contractor shall cut, remove, and dispose the interfering portions of the abandoned irrigation +- WEST - - - -�_ - - - - 1 I system lying within the top 6 of finish grade. / 84.30 FF - - - I I I V22 19 GPM • ° 1 I �• 5. When vertical obstructions (fire hydrants, street lights, trees, etc.) interfere with the spray pattern of CONTRACTOR SHALL CAP OFF, RELOCATE, AND ' . �� , �� I INSTALL NEW SPRAY HEADS EQUAL TO EXISTING, IN _ the sprinkler heads so as to prevent proper coverage, the Irrigation Contractor shall field adjust the I V21 25 GPM sprinkler system b installing a quarter circle or half circlesprinkler head on each side of the TURF AREAS. LOCATE HEADS TO ACHIEVE FULL . . ° = I ,_,/+. p y y g q COVERAGE WITH MINIMAL OVERSPRAY. CONTRACTOR •'.` I obstruction so as to provide proper coverage. All adjustments shall be made at no additional cost to the SHALL COORDINATE HIS WORK WITH THE CITY'S .`• '' • / - -- - IICity. MAINTENANCE PERSONNEL. •` �I I off;° ..� OWMAT M LJW 6. This design is diagrammatic. All piping, valves, etc., shown within sidewalk areas are for drawing . --�,-�-�- • ,_,✓r r b ID clarification only and shall actually be installed in the planting areas whenever possible. LEGEND. °,. y -- •° _ +-�h' V20 17 GPM � O � •.'. SOD - TO MATCH EXISTING ''' 1 (� /i�, z Li .. 4 U r 6� / i.. �I U) z U � 76 .. '7 ED .1B Im U P4 M • I ,�/ � O U / / I GENERAL LEGEND: �� 1 --1 SYMBOLS DESCRIPTION MANUFACTURER REFERENCEZ Q 4J ct \ / � W ,,r V, 1 -1/2" WATER METER (existing) (PER CCWD) V 7 ELECTRICAL PEDESTAL W/ AUTO. STRONG BOX SB-24SS/120 U NNW ��/ • • I a ° : "JillO -7 17I6'"' CONTROLLER, AND PHONE LINE (existing) CALSENSE ET1 -40-R w ' 1 D "' "^_7 - ,. REFERENCE V29 AND 1 1/2 BACKFLOW PREVENTION ASSEMBLY FEBCO 825Y BV LIONS EAST ' M� ;, I • , .. ,, , . ;: . 1 -1/2 WYE STRAINER (existing) WILKENS YSBR p c , LAN SHEET L2 I � 7 I II � .i 5 GPM • ° V18 V # O • + 1 -1/2" PRESSURE REGULATOR (existing) WILKENS 500 SERIES r--I INSTALL SWEEP ELBOW ( 32 GPM WATTS ACV 113-12 G V19 1 -1 2 MASTER CONTROL VALVE (existing)FROM EMT CONDUIT TO / ( 9) ENERGIZED TO CLOSE ° ( VALVE SOX IF � .. DATA INDUSTRIAL 220P �• 1 -1 4 FLOW METER (existing) ' . OBTAINED FROM CALSENSE ONLY JOIN ' # N PIPES AND SLEEVE -• . 9) I � .) r+ ) 1 MIST PULL Sf�X PER CITY STD. 540 " DETAIL 532 r 1 / S PUL NEW FROM - - MAINLINE PVC PIPE, 2 & LARGER CLASS 315 PVCSF �,� 4 R �N,,,WIRING PTHEN FOLLOW 1-1/2' INSTALL 11x17x24 PULL BOX bW LI E TO VES PER CITY STD 532 r� �_ NON-PRESSURE SUPPLY LINES SCH 40 DETAIL 532 }` AND CONDUIT SWEEPS IF II rA �1N JBBI GENERAL NOTE 3. « SEE PLAN L3 O _, 2'scH = 1 PIPE UNLESS OTHERWISE NOTED NEEDED FOR PULLING WIRES �- - - -xr- - - 4�EG1T- - - - I� DETAIL 532 t I # JOIN EXISTING �I' / N SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 # PIPES AND SLEEVE i '� SEE LAN L3 - '. 7 IN ( REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-B DETAIL 520 1 r I : r '• III , t, f QUICK COUPLING VALVE RAINBIRD 33 DLRC DETAIL 535 7 � I � < I U ,' 1►wi - - - - 1-1/2 scH - - - -W -�� - I�� 1 CONTROLLER SEQUENCE/VALVE NUMBER T- GALLONS PER MINUTE REMOTE CONTROL VALVE SIZE T " - DETAIL 518 2 RESILIENT WEDGE RING TITE GATE VALVE WATTS 403RT RW Wr PIM L3 i I --- ------- _ D�Ch 2" RESILIENT WEDGE RING TITE GATE VALVE (existing)_ WATTS 403RT-RW -20' 4L XERISCAPE IRRIGATION ASSESSMENT SYSTEM SUMMARY SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM MFG SHRUB BODY NOZ. OPTIONS REFERENCE • a� IRRIGATION (POINT VALUE) POINTS _ IIT-'� 1 / CLAIMED ❑ 360 15 15 STD 30 TRAJECTORY 30 3.70 RAINBIRD SAM 1812 15F I %/ / LOW GALLONAGE IRRIGATION SYSTEM 20 8 180' 15' 15' STD 30' TRAJECTORY 30 1.85 RAINBIRD SAM 1812 15H L�_L1� AUTOMATIC CONTROLLER 20 ® 90' 15' 15' STD 30' TRAJECTORY 30 .93 RAINBIRD SAM 1812 15Q�S¢t+�o� DESIGNED TO WATER PLANTS BY WATERING NEED 10 0 360' 12' 12' LOW GALLONAGE 30' 30 2.60 RAINBIRD SAM 1812 12F - N > I EXISTING OFFSITE MOISTURE SENSOR CONTROL 5 < w ^**�...�---.,,,,,.,..,,,,• CONTROLLER D 180' 12' 12' LOW GALLONAGE 30' 30 1 .30 RAINBIRD SAM 1812 12H - z p II RAIN SENSORSo H _ Y w• II II WIND SENSORS 90' 12' 12' LOW GALLONAGE 30' 30 .65 RAINBIRD SAM 1812 12Q - o SENSITIVE TO SLOPE FACTORS 5 0 360' 10' 10' LOW GALLONAGE 30' 30 1.75 RAINBIRD SAM 1812 12F PCS-.175 t O w w I� I II I � -.0 RECLAMED OR RECYCLED WATER V 180 10 10 LOW GALLONAGE 30 30 .90 RAINBIRD SAM 1812 12H PCS .090 II TOTAL POINTS CLAIMED: 60 ' 90' 10' 10' LOW GALLONAGE 30' 30 .40 RAINBIRD SAM 1812 12Q PCS-040 DETAIL 539/SP V~ I V SEE PLAN L3 U = II O 360' 8' 8' LOW GALLONAGE 30' 30 1.25 RAINBIRD SAM 1812 12Q PCS-125 c _; O 180' 8' 8' LOW GALLONAGE 30' 30 .60 RAINBIRD SAM 1812 12H PCS-060 w a I! I P�SURE CALCULATI oMs (for LIONS WEST) t•- z k II V 90' 8' 8' LOW GALLONAGE 30' 30 .30 RAINBIRD SAM 1812 12Q PCS-030 WATER METER M SIZE 1-1/2' W <`t II O 360' 5' 5' LOW ANGLE 15' 30 .60 RAINBIRD SAM 1812 10H PCS-060 a Q o _ I II II H. G. L. 1628-1648 II N ELEVATI ON 1380 6 180' 6' 6' LOW ANGLE 15' 30 .30 RAINBIRD SAM 1812 10H PCS-030 II 247 x . 433 = 107 P. S. I. IS 5' 5' LOW ANGLE 15' 30 .20 RAINBIRD SAM 1812 1O PCS-020 II REMOTE CONTROL VALVE V26 SI ZE 1-1/4' loc 180' 5' 5' FLAT 5' TRAJECTORY 30 .40 RAINBIRD SAM 1812 15CST PCS-040 CONSULTANT II < MAXI MUM DEMAND 30 G. P. M. INSTALL SWEEP � ELEVATION 1388 d 90' S' S' FLAT 5' TRAJECTORY 30 .20 RAINBIRD SAM 1812 15EST PCS-020 Y� BOX IF NFCE EMT CONDUIT 0 Ali v PRESSURE ! R. C. V. (STATIC) 43 P. S. 1. 35 GPM V30 II SI ZE ITEM P. S. 1. II - -�✓+' I oil- TO BPA AND- - - - 1_1/2' WATER METER DEVICE 3. 3 /2' - m NSI 1 1 R P BACKFLOW 12. 0 SII 2" w (PVC) 1-1/2 MASTER VALVE 1. 0 1-1/4' FLOW METER 1. 3 20 MAIN LI NE LOSS JOIN EXISTING I (627 L. F. 4. 7 II 1-1/4' REMOTE CONTROL VALVE 6. 0 1-1/4' MANUAL VALVE 2. 3 J 1' - 2' LATERAL LINE 3. 8 CIlY OF RANCHO CUCIAMONGA I I� II 'T i FITTING LOSS 0. 4 !�ylt" �I����, i 5 FT. ELEVATION CHANGE 3. 9 I� �� TOTAL SYSTEM LOSSES 38. 7 ey: Jill i� Q PRESSURE REQUIRED AT HEAD, 30. 0 APPROVED BY CITY ENGINEER E 24953 -I TOTAL PRESSURE REQUI REDS 68. 7T -\ Ir ---- - - - STATIC PRESSURE AVAILABLE, 107. 0 IRRIGATION PLAN FOR THE REG. PRESSURE AVAI LABLE (PRE-SET) LIONS WEST COMMUNITY CENTER L� of ,.`- � "'✓ y RESIDUAL WATER PRESSURE• 85. 0 � �T WATER IMPROVEMENT PROJECT of CITY RESIDUAL WA E PRESSURE REQUESTED 22 P. S. 1. 0 °"� LOCATED AT THE SOUTHEAST CORNER DRV" too. REVISION DESCRIPTION oma+ CITY OF LION STREET AND BASELINE ROAD 00104M APPIIOIIIED BENCHMARK ELEV: 1389.28 No. A-219 CHISELED SQUARE ON SOUTH RETURN — — — S.W. CORNER OF LION ST. do BASELINE ROAD ° ° L L ° ° 0 ° LANDSCAPING GENERAL ''� . ' � /� p a,, � p •� '` L LL L p p po ° oo I � o o ° ° o ° \\ " NOTES. /i l\ 0 0 o L 1. Landscape areas shall receive 4 of coarse-ground shredded chi _� p L L o 0 0 0 0 0 0 0 0 0 � �. b d p p 0 0 � P g Aper mulch under all trees and shrubs. ` ` O O o 0 0 �- L I Grading operations shall accommodate the mulch, per detail 509, shown on sheet L3. Contractor shall submit a \ �/ , / ••' O OO O 0 0 0 0 0 0 + + 0 L L sample for approval prior to purchase and placement. Shredded mulch is available from: •• O 0 0 L \ Blue Ribbon Nurseries, Orange, CA 714 633-3666 L L L 0 0 0 0 L BFI/Pioneer Southern (8003 792-5983 L L L L 0 0 4 2. No Planting shall be done until all operations in conjunction with the installation of the • L L 0 L + + L�' irrigation system have been completed, final grades have been established, and the planting L areas have been properly graded and prepared as specified. JOB NO L L L P P Y 9 P P P L L + LIONS + L L 3. For the purpose of weed control the contractor shall make two applications of "round-up" or DATE MAY 7, 1997 ` •• L INSTALL PALM PRIOR TO equivalent. It shall be applied between the planting and irrigation installations so that sufficient • + 1 + PCC WALK coNsrRucTloN watering can be done. The second application shall occur 7-14 days after watering. The DRAWN CSB WEST ---- / + —l- pesticide shall include a photosensitive dye that will disappear 2-3 days after application. • _ 84.30 FF — - / + — — — — 4. Plants and trees shall be installed per details 502, 506, and 507. The details are shown on • --- / sheet L3. . --- / — O XERISCAPE LANDSCAPE ASSESSMENT SYSTEM SUMMARY LANDSCAPE (POINT VALUE) POINTS �f O O p O D CLAIMED F� WATER CONSERVING PLANTS 20 O + p p p TURF LIMITED TO 259 OR LESS 20 _ PLANTS GROUPED BY WATERING NEED 10 o Puwr ow►rmEs 1►+Is AREA A As usrEo BELOW: + ° � Ile p p f HARDSCAPE 10 srM�oL TbTAMtCAt NAM mr01 owef[a SPACING OTr. � o� / Com PALM(UrATO AT aTr VNW M• wx 1 u + ° N z PERMEABLE PAVING 1 t . Q—NAMM AUAMnra t �ym LCAT FEW i SAL. U. a s FA + ° ° LOW-WATER TURF VARIETIES ZIP°0 k_ .• •.• a X—IMrATICMs VALLEMNA IBM LIME' I GAL Iw a c =3 EA ° O ct 0 I� MULCH PROVIDED IN NON-GROUND COVER AREAS 5 Ug�4 o: • • c . . ®I —IItOMmENOADN Ela CACEAE S AMLET AZALEA I GAL t4' a c 13 G ° 0 + 0 0 SOIL AMENDMENTS ' 0 • .`' • + 0 L TOTAL POINTS CLAIMED: 65 . , o L �7 . .�-'. — — — — — — — — — ' L \ D H- � U PuwMATRIISo r • ,•-, + + + L _ — �+ $. 4 SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QTY. � � � "00-011 E* TREES REFERENCE STANDARD: 501 do 502 16 TOT 1 7 -COCO PALM (LOCATED AT CITY YARD) 60" BOX 1 EA • ---- / s w PLATANUS RACEMOSA (MULTI) CALIFORNIA SYCAMORE 24" BOX PER PLAN 2 EA U = U • Q o LEPTOSPERMUM LAEVIGATUM AUSTRAILIAN TEA TREE 15 GAL. PER PLAN 1 EA Z �� I - ,�� ' ',E4i„ � - RHUS LAN CEA AFFRICAN SUMAC 15 GAL PER PLAN 12 EA O c ,o`" l SHRUBS REFERENCE STANDARD: 506, 507, & 508 1393 TOTAdQ U O MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 1 GAL. 7' o.c. 46 EA T� V1 - O LEUCOPHYLLUM F. "COMPACTA" TEXAS RANGER 1 GAL. 5' ox. 42 EA 0 DIETES BICOLOR FORTNIGHT LILY 1 GAL 3' o.c. 132 EA O — B HELICTOTRICHON SEMPERVIRONS BLUE OAT GRASS 1 GAL 2' ox. 115 EA I� ° _V" JUNIPERUS SABINA 'TAMARISCIFOLIA TAM JUNIPER 5 GAL 6 ox. 49 EA LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL. 5' O.C. 59 EA �} � _ •''�► I� 1 7� / I O LAVANDULA ANGUSTIFOLIA ENGLISH LAVENDER 1 GAL. 3' o.c. 100 EA Mr- © NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. 30 o.c. 126 EA /1 " � ARS4....-., � �. � 17 /7/7—/ 1 NANDINA DOMESTICA NANA DWARF HEAVENLY BAMBOO 1 GAL. 18 o.c. 167 EA /) RHAPHIOLEPIS INDICA 'CLARA' NCN 5 GAL. 4' ox. 50 EA O ROSMARINUS OFFICINAUS 'KEN TAYLOR' ROSEMARY CULTIVAR 5 GAL 5' O.C. 41 EA - ® SALVIA GREGGII NCN 5 GAL. 3' ox. 39 EA 1~-20' O+ VIBURNUM TINUS 'SPRING BOUQUET' NCN , 5 GAL 5' o.c. 48 EA F- o a I� Q RUMOHRA ADIANTIFORMIS LEATHER LEAF FERN 1 GAL. 30" ox. 9 EA MV IMPATIENS WALLERINA BUSY LIZZIE' NCN 1 GAL. 18" O.C. 25 EA a Li RHODODENDRON ERICACEAE NCN 1 GAL. 24" ox. 15 EA t~ SCARLET WONDOR AZALEA # 6 ._ w h e TRACHELOSPERMUM JASMINOIDES STAR JASMINE FLATS 2' o.c. 1 EA V + m LIRIOPE GIGANTEA LILY TURF + , 1 GAL. 30" ox. 56 EA N t>-n CERATOSTIGMA PLUMBAGINOIDES DWARF PLUMBAGO 1 GAL. 5' o.c. 23 EA `= n< H _ = ww Ii ® AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL 30" ox. 44 EA 039 www O HEMEROCALLIS SP. DAYLILY 1 GAL. 18" O.C. 99 EA t O w w ® RHAPIOLEPIS INDICA "BALLERINA" NCN 1 GAL. 30" ox. 28 EA V W�s� II TURF SEE SPECIFICATIONS Ii • • • • SOD EQUAL TO EXISTING 876 SF O; GRASS W =ie; ~ ZM * NOTE: Quantities shown on the legend are for estimating LIQ If Purposes only. Final quantities for plant materials Q �� Installed shall begoverned by the Indicated plant spacings and per detail 508. Details are shown on sheet L3. EXISTING TREE - CONSULTANT PROTECT IN PLACE II -- __ Il i - a CITY OF RANCHO CUCAMONGA — - APPROVED BY � ,om BY. + + + + + ° ° ° ° ° ° CITY ENGINEER R E 24953 - — — _ LANDSCAPE PLAN FOR THE LIONS WEST L10N sHlr COMMUNITY CENTER OF PRoJoc.•r sHM *A" \ t iOF IMPROVEMENT PROJECT 1IFY DAM fff GATE LOCATED AT THE SOUTHEAST CORNER 7 L 0 REVISION DESCRIPTION 1313M cmr DPAwwe NO. DIGNM AIPFAM OF LION STREET AND BASELINE ROAD L 1 JOB NO DATE MAY 7, 1997 DRAWN CSB NOTE& 1. REMOVE NURSERY STAKES Uf 2. STAKES TO BE PLUMS AND O PARALLEL- 3. ARALLEL3. STAKE TREE PERPEN01CLAAR rc ROUND PLASTIC VALVE X TO PREVAILING WIND. l a COVER ETCHED IRRIGATION GATE' N (CARSON OR EQUAL) Civ /� W E < � l •� FINISH GRADE T TOP TIE TO BE PULED AS ONE HIALF OF SPACING 4. OF COMPACTED WOOD CHIP VALVE - 1 1/2' OR SMALLER WITH �LOW�AS POSSIBLE ON THE REQUIREMENT MULCH. STAINLESS STEEL HANDLE W FIEXUNG O�� M TOP OF STAKES BELOW NOT SO LOW AS To HEAD OF TREE WHERE LIMIT OF PLANTER SPECIES GROWTH HABIT PERMITS TO TLY COMPACTED 3' BERM TO FORM C RDSCAPING CONCRETE HEADER, Tsuppow OR ALLOW HE HEAD TO OIIOP.� MAIN TRUNK DEPRESSED NNTEMI NG BASIN. CURB elt G , SIDEWALK, ETC.) FINISH GRADE RESIUEPDXY NT WEDGE - 2' OR LARGER WITH (2) SETS OF CINCH TES SPACED 24' v TE VALVE Y OPERATING NUT O Al ATTACH NCH GALVANIZED v TOP OF ROORTMML TO EXTEND 2' 9 EPDXY CQA1E0 • TOP OF ROOTBALL TO 4'WOOD CINi IIIL21. / !CREWS TO B' LODGE POLES. EXTEND 2'ABOVE 1\ ABWE FINISH GRADE -VALVE FINISH GRADE OItlOMML GRADE `� NATIVE BACKFILL WITH No ROCKS 12' -- 12' 2' DLA LODGE POLE PINE STAKES S0 �`VV WITH WOOD PRESERVATIVE STAIN, GREATER TIMI 3' DIAMETER. DRIVE A MINIMUM OF I INTO �}�p IN UNDISTURBED SOIL AND POSITION 3' BERM TIGHTLY a NC 91�N. STAKES OUTSIDE ROOT SALL PLACE TO FDMN WA �:r �� 3� 3� • i • "1 1 r l I ARBOR GUARD IN TURF AREAS AND ,r M V QI i1 • FRONT YARDS. I I � � vvI// TOP OF RGOTHALL TO EXTEND 2• ABOVE FINISH GRADE. TIGHTLY COMPACTED 3' BERM TO FORM ROOT BA LROOT BALL - WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. LOCATE III OUTSIDE OF PLANT PHI. BERMS IN TURF SHOVEL CUT EDGE COMPACTED •ad �' _ J AREAS TO BE REMOVED PRIOR TO CITY PLANT PIT TO 1U) IBES THE I - �� NATIVE SOIL I/•,^T/ ACCEPTANCE. WIDTH OF THE ROdf BALL WLoi H OFTHE1 E�RDdT)w�i SD .��.p ~hep` 7 u • � O NOTE: `^ WITH1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 3/4' WASHED CRUSHED kATW BACKFILL. ROCKS GREATER THAN 3' SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NOTES: AGGREGATE BASE PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SWILL NOTES: 1� �/� ROOT BNL --NATIVE BACKFILL WITH NO UNDISTURBED NATTY SOL 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 1. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. T/1 m V 1 l ROCKS GREATER THAN 3' DIA UNDISTURBED NATIVE 9011 SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 2. INSTALL CONTROL VALVES A MIN. t� 12' FROM STRUCTURES OR HARDSCAPING. V 1 ^I V SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING NTo EDGES AT GROUND COVER AREAS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPNG.NATIVE 1 SOBA NOTES.1. UNTANGLE WTTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3• MOS MULCH AFTER INSTALLATION TO ASSIST N COMPACTION. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. u M U OF ROOT BALL DO NOT CRACK ROD) BALL 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL 80019 AT EDGE OF PUNT MATERIALS. PUNT QUAMITIES INDICTED ON THE 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTRUH I ER MTD TWAL ROOT BALL WIDTH OF ROOT sNtl NOT CRACK ROOT BALL VALVE NUMBER. O LEGEND ARE ESTIMATES ONLY. u U Vj DOUBLE STAKESCALE D TREE SCALE SCALE CONTAINER PLANTING SCALE SHRUB AND GROUND SCALE SOS MULCH INSTALLATION SCALE 509 VALVE 3n OR SMALLER NONE 5 8 5 GAL - 24 BOX 502 CONTAINER PLANTING NONE 506 ON SLOPE NONE 507 COVER PLAN NONE NONE Isl C� NONE z o � SPEED DEPTH WITH 45' ELLSO F � SCH 40 PVC MALE ADAPTOR HI-POP SHRUB HEAD BOGY SET TO '1 SCH 80 PVC UNION -TTTE' WATERPROOF FiARDSGPING(SEE NOTE 4) 1/4- ABOVE FINISH GRADE u'SWAP-TTTE' WATERPROOFN `FINISH GRADE CONNECTOR OR EQUAL BRASS OR PVC NIPPLE �'^rNECfORS OR EQUAL RAIN BIRD 33 DNP WITH PURPLE ` ENOUGH WIRE TO EXPEND WIRE ELECTRIC CONTROL VALVE - - - WIRE SERVICE E LOOP LOOP _ RUBBER CAP - SUPPLY ONE KEY -� BUNDLE 6 ABOVE GRADE) PLASTIC VALVE BOX :Ll _ PES�LS.R 12 QCV S INCLUDING HOSE STRUCTURE OR S MARKED IRRIGATION RC\r -_IIIMILE' ', I I-III-1 I I- �IIII I I-III-III SPUCE- OX COVER QGRSEODN�H FOLIAR CONTROLLER " I I -I -III I I-I I I(-III _ - (� _ 1GRADE WIRDSCAPNG I ,I I LOCK NGBTOP ETCHEDDS.B' AND VALVE SEQUENCE _ -111 III FlPLANTER BEDS ONLY�� IN MN FIN - IN PLANTER BEDS ISH GRADE II in 18" MAXIMUM - 3T GRADE IN LAWN AREAS = CLEAN BACKFILL - SEE _ CLEAN BACKFILL - SEESPECS. FOR MATERIAL -� SPECSFOR MATERUL SIDEWAIx I WX COMPACTION REQUIRED tH07t COMPACTION REQUIRED ..; }.:..•y.: � DILAMOISiIIRE Q - N - M O . SENSOR NON-PRESSURE LATERAL UNE: �I I PROVIDE 8' MN. OF SAND - 1c4WHERE TSCH. 40 RENCH SNAKE PIPE N _ BEDDING AND SHADDNG SCH 40 BRASS NIPPLE 12' 3. REQUIRED ,b - I I 11-I I nPANSION - III I I SCH 40 BRASS W ELL I T 12*BOX.X 18" GREEN OR EQUAL U p LDAP (MINPIG TAIL S 2 L4 ONG) L - PRESSURE SUPPLY UNE: ... SCH 40 BRA55 9LT STREET ELL STAINLESS STEEL - ( VBRASS W�ON SCH. 40/CL 315 SNAKE SCH 40 BRASS NIPPLE - SCREW CLAMP =D ~ FLO -I -III- PIPE N TRENCH I III I I II I CONTROL WIRE SLEEVE - 24• LONG MINIMUM (3) PLACES -III A �i_I-i I I III SIZE PER PLAN INSTALL W rn _ V �r . X3/4' WAS =ILL; ADJACENT TO PRESSURE SCH BO PVC s70 STREET ELL 4 REBAR STAKE 'Y,•e>P CRUSHED AGGREGATE I = CONTROL WIRES - BUNDLE . I f24' LONG) W_ AND TAPE AT 15' O.C. AND SUPPLY UNE INSTALL ADJACENT TO I I I I SCH 40 PVC PRESSURE SUPPLY LINE PRESSURE SUPPLY LIVE AMRLEX 40 STREET ELL W STREET ELL SCH 80 PVC NIPPLE SLEEVE - SIZE TWICE -PRESSURE 90 SET = CONTROL & COMMON WIRES III-I I I I -III-I 1 I-III- PROVIDE 8' MIN. OF SAND I4 III I I 1-III I -III LAFnTm - _ DIAMETER OF PRESSURE X w w= 8 TYP. BEDDING AND SHADDING I -� 8- TYP SUPPLY UNE _ O NON-PRESSURE LATERAL LIHIE SCH PVC NIPPLE TYPICAL 2 w w NON-PRESSURE LITERAL (2) PLACE, /24VOLT WARES. TAPED AND 0 0 UNE SLEEVE - SIZE TWICE BUNDLED AT 15 FT. 04TERVAI-S O w w DIAMETER OF NON-PRESSURE 2 CU. FT PEA GRAVEL = V W w BRASS NIPPLE 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LIVE NOTE: NOTE: J TK SCH 40 PVC SXSXT TEE \_ 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSGPING AT BOTH ENDS. 1. LOCATE HEAD 2' TO 6' FROM WALKS. CURBS. FiARDSCAPMIG, MOW STRIPS. O-v-i PRESSURE SUPPLY UNE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. AND EDGES OF LAWN. 7 ��: 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18' MIN. DEPTH PRESSURE SUPPLY V_~� 1.INSTALL CONTROL VALVES A MINMIUM OF 12' FROM STRUCTURES OR H4JtDSCAPING. 3' AND LARGER 24' MN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY LINE FITTING 2. USE TEFLON TAPE ON ALL MALE THREADS. U STD. NO. 120 (24' MIN. TO 38' MAX DEPTH TO TOP OF PIPE BELOW 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. PRESSURE SUPPLY LINE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 3 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. W 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDEMIFICATION TAG WITH APPROPRIATE CONTROLLER AND Z 17 VALVE NUMBER. W t C Q w O REMOTE CONTROL VALVE WITH SCALE SCALE SCALE QUICK COUPLING VALVE WITHAL SCALE 535 HIGH POP-UP SPRAY HEAD SCALE �9�sP 24 VOLT SPLICE BOX NONE 54CALE 0 SHUT-OFF VALVE & UNION 520 TYPICAL TRENCHING NONE 532 TYPICAL SLEEVING NONE 533 STAKE FOR NON TURF EAS NONE NONE NONE CONSULTANT CITY OF RANCHO CUCAMONGA RECOMMEN o BY: APPROVED BY � CITY ENGINEER CE 24953 7y NT_QtAv* LANDSCAPE/IRRIGATION DETAIL SHEET r6VTHE "0N Snr LIONS WEST COMMUNITY CENTER L3 Iw PROJM• IMPROVEMENT PROJECT cw� � 0iA1E � °�L� LOCATED AT THE SOUTHEAST CORNER o . Q REVISION DESCRIPTION + crtY yL� NO. NONE °4°"'� APPRo�uEo OF LION STREET AND BASELINE ROAD so P"�.N#W e - a"to � .*C l LA DN S Wt1bf L'(005' P/t'�{ 1 5 Q? E/� i 1S .� -- - . ._ . __ _. _ _�_ . _ ___ _ - , _ I' 4 .. .. . . e _ a .•.f. -..%d ;,.4_r„�."*'IA�a 1l 4jo ,5 -; -w-*j,, I`�r - •.>•x•.�,� .-t{. ,.r.•.: .�. . .{ ..I' ,ley,.., „M,�_,..�v';;;j,a.,de %J'g-e r„a 1 .%. ., . ';•. 1 E"' &OW ��'l�-111 •!. :i• .+: .0 - „ _ ."yy V' ..C: i �.". t'r._d"f .• ,A.-I.• E•_° ,,,�•^- , .4 r, .4Cy,,,.,_U y +� ,•'y '(.{'s { i-?F"*.>^•�-•- ,za_..�ff,�r :'. ...-.....�•o. •" r. ,a r ^C • t ,..r•...•a.+i:, h'' _ ,.f, .'..,•t6.:-r ,w'. .<,�i tl'• ,'•,r - "�•J. .: 1 4 .. ' , �, - .. - f` lf. is _ ..-_ , I , il z, • : 1. , �• r . , ,_:r;, . �, 4 s .._. - .. • _ .... ,. .,_ _ _ _ :� ".:-_�V .. _ - .1 .. , - F" • , rr-- ter'. .4 'r. i., Wil-' -:J. , _ .•s v .. - - . �.1 ♦♦ fir,. .«l�'� :y •1 aar i'"•/. •, .• - `�. yy1 IF .AY, l t �t S. 1 •-q'• r: bl% i "f r'° ti• t , � t* . iT. f*. �0,' �C l tC .� .r 4r -r -i. I - '•• �` ,: �`' i Y" : '°a ..t.. ,r r�,,. i# ,i 1 t 1 ` "I II `7 r .,, '�. ..'r� ''',qty, $•r yl-<y'; it }- ,� �' t", v. .'" ..jh , f� I 1,,�'I .el. Ts .� "' ' .. _ ti.: .,,;• 4r+ \' �4 ,4 i • , � (Omm) , 'Y p `�f "I f. � - .P' (,'d - ,>k� h, °-ti-to ' . . fid. .,. 'r1 1. t ','. t` j Uy: '�< ./ , . ,. _ -.1 .•haw 1.•r ;'n, •'1'. � I _1 i I . . �{� t{ ( - ` ; I t1{-+[ ..-ji-^n � j X'. "I -'.tt',�;,'c A•• 'gyp` ';` A. ',.� 5 , •iii ,.,►'; :.el°ta;S'' a -� ll� 1� y TTT.... _ - . sm I �'" - ,j I I . � I . I � a I, 4 b $ � 1. . I . I f -. . -�sf ,"ik p i I . ; ; '1 1 ,j , I ., ,I I . ''. � R« V1 j Ar z , I! ill 11. 1� , � .,.w . � , . +� I I It , !p � #. 1� . '7.',' "-�, "-? ; ." J - . I I . . .. .- ,-, 6.4 , : �-', � � - 9. , 11t "I I . j�''•I,\ - �: 1 yt.l� �P - -�.: .a •►�`y' �icf.,,"I �'... .i . � , > '+1' `•E w! 'fit, :r.�' - . - , r- ,r ' -mss' +f I" , ;f' �' R t , , ,, A , ,, ., .. , '.> � -�. .: . I I:- � . . 1 ,. :,7 ,- -- .. - Q � . . . . . 1. .-" > I�!l , ., I I I . - I , ," � . 1, x & I , It ' , .., I I ,_-,-.._.:,M�,z _�. : . I . I I . . . .. .1 Iii ► k+ t. I . i -.4-, �� . , I + . � . . " i > , .� tbbb �►hrta b v � .P.4.Ip.,�"t . , . ,.- .-A _ '. Wool _� *1 . � I NW-"-, I . . w "*ON k. :.L;.��.. - «+w44 *+ 44#' Pir { •;t ,IIi ,y ,• y# > `• , �}r'f 114119 t:" �f` 4: }� ' Kt, . r . < . . ' ,{ t.�� - . << _ z � :�' x "" FFF * . ' .,r AT, �i rJr' 1 ti w rt.,t'ir,a., ► •� T7 91-- A � QI 0► Ql 11'11'1191�� 9t rn k 't t 111 Wllinn `Z� '' c") i II • .ti "„ rit c{ rt,7i t4 ,.tJ.�•�'> ',�': f -... -i"r '�: i f a � 1§ i - n" ' . � ^, +. r: ' . i .w . y w N . ..-* Coll/ � I .1 .1 �q 1j r` . ", � I I i I I - � l -) FWq� , �, 1t fr 'R N - I . , 9 "" �, F : .. . .. jypj� C� 11 , 4, I . A ; . . . I .N11 ,, - . I *Wool.# - � I I A. r- -- j - I � �- " . . I � __ , .- --______ � 0- I I � I .� � zz� t]• -I Y . . x , 1. . +� I . . r"" c � . �n k I I- - �."I , w F j r - I L y��y • 1 cl) r � . • t 4 - _ - _ 'll11 ;( s b 0� t a, t ., + , K r .. �7.9S ff l i r. ^ ` ll� ,-:- } I '. y y .11 } ( -_ ) . .. v I _ _ � _ J 7 _ - \. " -,. • ., = B. P i ' r 1r n'^/-•{ 4- ; _yea, +' �.'S t' :' • v Vti^ �r ti �` .L. 11 m P ,. ly _ z .A L� I �; �`�� .. a I It ✓+ „ 111 t{ - p ,t .��, " A . � ,_; .,- I , �j , , 7 : C_ j AA '11 x�`-✓- I 11 - .a ,,�rp , 1 4. Y ',yt.. tts ih:.` a RR CIY N� spt0..- :. , t '- �+�' -.5- .f.>� 1... _ .-.- }4 ' "< , -t,. L-0 -,.i'r( a .�� ��.. '�: .. - ^, Y':' R�-E , •1.. 'a- _ ''r , I 4.1 R Kti C ,-, - _. - •. - ,• . -.. , e�.. 'Tl'!" ,1J,.E..1. .1,. ,,..« , - :•'•i �. ., -:/' ^. }, ., .. 1, s f• . _ �f T 7T" . ,. -{,v., . 11 , - yy I F C, , �-`I "I . � I . I t 00 � .. , , : -.1j y I U-1 I i, �. rt. . ni�S} �, t.T' .. + ; - . I ..I :, '. ,, �.I .I � �. . � I I I LL c - I .- .. L 4� _j � ) 1 � , •a . , , �,yy �f( 1 .. - �l )_., . % . rp-J. I � . . I . I . I I C.4r) _JL ;l . . �k CA I .�� •` •� , :," i i:�t.r u~�" f� W , bb V•y; � ��i -W.1 I�m - . t3 g , p I I L : Ni plr " �1 - - ° 0-1 t , Ir y ` ° , _0 yy / �.,j} t(j��i{ `yam) �, �,, ., • . ' ,. ,, �. ,t 1 1 c. , r• - - , . ^ z "' I � . . I 1 , I k10 . :Mi - - g > � f-. _, .. j F i . i. .::• . s, r ,.�.. :a{ t':7. b • -,..i.•.. 191: 7 + t 16 . I ;�,. ,. : 0 , .. .,•' -..c p, . ,-.,lar 'k. - ��,, ,.. iL�i71r ,J •„ o I .. . . . .I , -f � i ;�':. r 7: , 1 .0 . I . j 3 � . I i , .. I 1, (O ,:) -1 . ilk , - , . . _ " .t " "sc7 , ,,, . '. . -I. -1 . �'. �. I . * . I I . ), , "I , . I l?, .1. I I ". u - r J . � . . A900%6 - ( p I c. f L ,..- . . 4 ,: -• . . , - " , � . . # .! * ; , , L I . 1- -_ r. - / - . . .1 I . . � I . I �, , - '%'N , : !��,�_,� +1 . � -cf0i -, � �_j � - - --. _ + I .. 11 1.,V , - , . �I . I . . 1: . .., . .. . I � I ) . , . 0 ,� -.- - , I 1 . - 1. , � . I : ,� � � , . - .; I,-, I i `#14- r) I . - '�ip 4...'',, ' %W : - I- :1I , �' _-i *Vn rr,nr::,r+ . :y . .AtA.-J,,E-^. 2gq"o.1;k-j..x"'.,"4F�0.lzstr-x"s„•:4 „a, - -.- , � N.�-3:,1., ^ # 4 �+ 6'E.t#'.sat y , A •2IQ t T:OA6 .w4 �. �Q IA g F'� f I . � t. . mus ,Jt f-�. �4 � �"�� I f of :t ' I fit, � AM C► .1tt1.`- *V(4 L,•, t u l F` , s I , ,�% ... � ��. .- I Y.. � I. . < . I1M j�' _�, ,;. , � '. . -+!; .rv. �, on I LIJ 1 f , . •' �Qy + . t .: . ) - . . . - . . _ .. h *h Ole Yj14 �' 1 C" - * (J}Inton- • Pr•T s 1p {f� 4M1 _ t ` ' t 1 ,0, , 4' f 4-_t%i^ �- ,I w"rl � * N, � � . _.I"m I .- . . . . . I . I 1.I. � E� s t wr -S ,; '4E_ t" l4pM IA*�k`;Y1[ ... Y i ' 1 " � W�- t' , -i I . . .. - A �1jj { tI Orl i11 . ,.,. - - I ,, < I � A I I CCr � . t _ "" " , •.I.'y E 4a. ,p J - 22 Ri.1`,4•YI S 'tx.-. ■� a n x Y. _ ly .. ,i:t1^'•Y �. I I - y r f ` D 4�f0i I - __ it ; Not" � t :a 4 c. F ►I Q 1* r_ gra • > I q � , - . _ r. it e_ ., ' - F,. E Q Ji yt . 14 9 .. 1:, ,a . �'l:� , . �. , * . . I - . . . A �, 0� � I -. , , .!.,. 1�'�' C-3 ER I , , .. § . I ?�� ., �,� - i , I I I wk . § - , . r I;4!'k " . ,�i,, � - I -. , , J..,,'; .., I'l 4 ' ' -, I " , A - - .. - . . , . „ , I " .; _4" , 1 J hi. Q" 1 `4 � 4- it / ..• C.NO , $ - , , ' � - 0 I I. "1 . .. .. rt4! . t; vi Y" �' r I `� .. I I � f „�1Y 5f R Ik. I `#^ fk � iia ♦!� 4A'A il� 14 � V i _ .. as - _ _ - ?.' I . 4 s !� 1•'�' v e, - . -fr .. .. , . I . t y :"fllf .SSS a �• �t4. ,4 . � � � � � Aa � Aa � anA ;, � � � � � � � mann -� r• r �# NF1 � W t , '!' rJ I ,.". Q A ,7- d'I �', -":, ;',� �": _ : . . :q C-4 f :. . � . I ." I - I , m � 10 I f "..". �'. .- I (D 0- � ; I I I � .. ;; _" 5 so so F 9 F, 21 F )m _q , . , I a 17 .. . 9 4 9 io 9 , R- t9ip Il�l. = ot, I - 1, . . I K v (p1.�', - ,I I - . . :, I . 9 ., 11 F 11 O17 20,11 1 I 'p m ..,'l:" .- 1. ��l I I . . 11 ou 8 ? ji 0) , 0 , ��_' . I' - , 0 . , � r ,� - 1 $ 1 . Ro c" -V W-i � 0) = (/) - , .. go I . . � � ;,;. � i Pl*b ;,` mp "I '.. . 8 0 a, � r"' i� to 0) �,. ( "V 'O W -0 9 I5 ''} @ �, .. 9. Ir g '. y9 � 1. I �fw Y, LLL___ , - . �� -_] .• �: . a o .":: ,: r N", r 1. . o E' A . Y, I 11 I __ l _ - y r r., -. - - - - ... - L..L I . . fel t ,. rtf-.,;i,•: ., •.L , r(.p..✓, ,A¢�c. .. .,.,, _....►w:¢. W,,,&a' ,..q,> <}d,+." r.'m'4 .,"in_ '�{ . "" . , �. •,: i ' : , .r � � � 0 �O n m m m � r� rn m rn � . 0 � m -v t, ,�, �tE ,,4 t jI w: Z'r _ _ _ 0� }Y , -_-_ ,� - I � I I I I I -2 1- M< 4t j. .. V' F I.. v o. Ep mp- . I I.. I 00 . I � .W N 3 c c 4 le?"r' . +�..:,�'_ .,.*, '.' . -1, , . I . � � V . .1 . . I -% 5' 0 0 9 PO. cr. cr 9 �.�"'.. ,, 4 folpff � . 2 I ! . I "a c: (p 0 .. . s-o" x e 81 at . F 11 cl) -0 (0 -0 -0 u - F) D . -_.)...':, ;.I !%..�.,It',,. i Q r . .. . - � ou *0 9 I t '` N � " . 0 ST" I m 0 lw . �,r 0 . foll, on" = N -0 9 CE F to I�r'., y 11 '- v � ter;., , F s � - ` o• +"�•t c � N i� --W' 11 * @- = A' `�tT 1 C7 1 • V c/� ... . ,r,q-7Z r .. $43 ' ' �r � � 3 3 . % - � , I.- 11 I i CAW�,�,',�,1414*�?.-, S V�, , i . � , n I, ,. g , r ' le o w u, � �„ 3 Ssj , A " v ' � ,"-{ ,.� r �LIONS. . COMMUNITY CENTER D � � . f , } r.' � --I ,�. N T E C z . 11 .,u,-, . 1 . , � n I � . "._ 1 �� .. � � . 1 ,� .! . WtST �.� f_;_ "�-I _ _ I . .�. . '' I . 1, I . �. . . " . I I - I . I " . rl l .w . . -.1 I - ..' .. 11-_ : 1 I . ."."� , " .", . I * ., � "j', . . . rn , . ", il I. ... ... . t .. I � ' + ,� , . I 'll . , . 1. ...... ..." .. . . _ . . .1 I . . , � ; 1%, 4:4 . . ,4-,�'_, 1. . . .- I 1 . . . . , : . ,.� I ' - _ ' - 0 , � !:v., .�4_ , . ��; .1 L I ' � �, t ; . . . �. . LIONS PARK , CA ,c�I � I I ul�. " i' . ' . . 'L . 1 .4" '.- . . . ..l. I . , t � , 1. . I I �lk,, I lei . - I I . � . " I ., . . . . �, ., I ` � I �� 0 ID a �4 , " "' I �l 21* 11 � I :-i' % . :N �,'r- t, �eli_l . .. . - .41n.1, , . 111- , . - .1 , - Al;_f l*,f.vWl_ , G 11 ll�l I Vlt.- 1:- .11 . - I . . -�'l r .00,v3x�. .., . - I ?4 0 ,11'�r, - .. . . . , ''.1" . . , . _A '. t CH C . >1 I. If 11. i v ` .; 4 ''# A K A 4 .� ;- 1 -CITY 0 RA �. �\ '�.J' <.J I n.., - p I 1;_ , �L '', _'�., , . '� I I . ,...,. -I . I -�,,,^ , I �qCI'7► ON�j A r :. an ZD %141 ii- •Y , a I *.I I • ..,. '�4 a„ �►� •f,::9' 'C ,� 'n 1 1.1. 'fid 3 C 41� S '15 �;:.,. '� . . 1 . 9 1 61 B4sqlinc Rd " 'r �k �� � - �: ����{, ,F_�t TIX, � � ) -•1361I I x ,; ," . - '� '' ,.3 ,�,a1 ,. ,.-, 51 c ` t C, .. __ •. T . -m 1m -, /;, _:: _ I . I +' . . ., . R.41acbo. fes;IS - _ __ I IWAM01194 3 i _-�__,. .►a , '' , -__ - -_ 4 I s r.Y , ,. -.. gi - .. _ _ -- - -_ (,� ;._ ..s„F!r.M`ai+F('�•$`- ' -Ftt+i .1t` ".'_°`",..^Y-•--ter-•• �.'t' •,.,. -,.� -> -. '. t_ A.. , _, - _ - r .. -. _ -_ n s t ,f - 1d. .• _ �': Y ,-. #.w,ertl.'i: ta- - - -:: ,•,: �. ;t. `r" `: t *-' 1,,I r_'"��%Y.<. y�• a �{, _ w - 1. s1. { [� . :. 1-.T JI.' '_�.ys>4r-,..'.r.a,:.. . � , ,. A. .„_.} :,'.! ,,,, �r;I:, .i .-.,. 'Anj_';. 41, ".J amr,.; -�"-•�,_... ..� ^'r3 b .,y ....,erl(.. 11 - •? ;, >. - e• t ,t ,. }� ,. �#t4' .'13' ,J Y's',....1, . . } . . . _ - - .. - _ .. .. . . . . .- . . . ten/— - _. .. .. I I - , . _ _ _ o ARS ., g� �`�� . �� ��, . y SITE PLAN NOTES * Cii41 . . Rm • 1D EXISTING BUILDING �,�► �. --- — — — — — — — — — — — — — -�- . 20 NEW ADDITION r Cw��� . ' . UNE . .. EXISTING r � D WALL . ,. - , 1. • . - I . ` NEW RETAINING WAf1. . � - . . .` ;, :f . : a NEW STAIRS JOB N O . . . . � ., z l fl NEW RAMP DATE MAY i 1997 . / Q NEW WAUC . .• . . .. � . _/- BRAWN . . . . j . � h�c u� cT Q NEW CURBS - f LI O i �1 J I �J' 1 g EXISTING PARKING AREA. SEE CML PLANS. . --- �} • t3 r ,,. . �. I 10 EXISTING 3)-1r0 CONDUR W/ PUL_ ROPE. EXTEND TO PLANTER / J : AREA AND PROVIDE FLUSH-PUL_ BOX. (- _ 11 LOCATE. AND EXTEND EXISTING 3)-1 0 CONDUIT. 2)-2"0 CONDUrr DENOTES UInfITS OF WORK __ I ® AND ,)-sr0 CONDUIT TO TELEPHONE ROOM IN UONS WEST. STUB-UP . .{ \' I �' I IN THE ROOM. PROVIDE MINIMUM 24' COVER: rT� .. . . . . � �; 3 I ,2 F , ^ _ _l `,.�( ,& .j - Z i -�- 13 HEC. STRIPING AND SYMBOL PER DGWF. BUILDING CODE. z : f - - . ' '� I r�� �y - �1 . . . . . - `�. - I 15 - ,i . 7 I - ❑ . I o —d so —ar' - • 4 . . I 3 �1 VERIFY E� � • • P4 �- � r �4,. , . M 3 17 - � _ . 19 '� �,� 7 H I -- --� 2 ,8 — V.4. ,� ii � I .,� -. tg H.C. PARKING SIGN [�� t ^ .h. f Z. a. . --D. If' - 0 H.C. PARKING SYMBOL ` < . I _ . . � ;- :,. y�. • .. cv F:H 2 _ �...{ . i• • . . . M �. EXISTING FIRE HYDRANT >a 20 I -E 3 u, ��1 (` �. ---------- �T � _ _ - . _.. .._ — ._. —` �. r .� _.. -- — —.. s :3 hi`rt t: 1 I I . . _ 1t ;: _. µ . - . t0 - . . - . - _ - . _ - , •. . . _ . 1 r 3 r. :. - _ ; 1 - , . . . , . . . . . . . .,� - _ .. �,. GENERAE: NOTES_ n t .. . .. a �.�--� 1i1 r . I `� i .. : - .:. = WINGS fOR ADDITIO INFORMATION.. 4 Z 4 1. SF..E CML: DRA NAL M*'� , - 7; _ - - r . .•_ '.... . . t _ Z.. SEE LANDSCAPE DRAWINGS FOR`ADDITIONAL INFORMATIOf�f <:c ... . ---- _ - _ . I a 4r _ - _ - - SEE E !CATs DRAWINGS OR ADDlT10NAI:.. IN RMATIO . `' h V [ CTR F FO N - - J -, .''.. � \ 4. THE BUILDING IS CURRENTLY A COMMUNITY CENTER: '�,::`a . : `._ �.Y 3 4- ----------- -------- b �: A ra, - .. _ K \(`•', .. }..: _ ' _ - .. . ,. ,t .._-, - - - - - tad - !_ .r' - .. - _ _ - •3:^tel , • , _ - : - . r .. --- _ - .. - .. - - - K f > - - { - _ w - ...! '• • . 'r' r _ _ _ .. • - _ _^ r,. K.. - -_ _ • c _.� F - - . z . .. a, -�:. . 4.: . . I ti 1 • t. . I - . . . . . I , ., . .. - — IN-.�- ;, –4 - - - •$ I I`' -s, ��'_ - - _ q �_ _ a .. .. _ - f. L10 - . . . . . . W _ � I . _ : nul-r UNOg:. t>ti,K, [�CN�T'/'te ; u. t•o � ; . _ z ��" Ac' ~ I . . . L..R, oI� E-. a . . . S�T� - PLAN . :1: . F, ;3t Ua-S E�J'EiT,L�C1I2 GOFlb1!Ci~ 0-. _ . ":w r. ,. - < _ . . � '1�' �. . - _ . • .,t. .. . . , . . . - .. s,: i Q . _ _ �Nn . _ oU f F JIE� !xb f�J'G4t.I.-'T� L� J I � , . I � LO I��� .►cls . . � ARKING "'"'' S 1.a~ Y+IC10�c' T n • NOT APART - SEE ALT: P I 5' :W.,r.jW' °y - U = o DRAWING SHE A-2. 'lF . mrt{OMWA1"i�Ns I" �Sd�:IWT .. a ' - w ; _ .. i I D� 0 U-. . E-� - . :c . _ _ t' – _ M 2 �_.. _ ,- ; -. - _ . rt : _ ._ E _� .. ,;,I- - - .. - - .rte. .' .: -. ._ .: - _ • . -. , . �a ,� - -7 I •: � ONSULTANT X -. - - ort C i. _ _ - - _ , .. - . - :. - . r :. . _. , - ., .. _ .. _ _ - r_ : r k . . . ._ - :, 1 M _ - - - �,s .. - _ .... - - .1 . . I I �' . 4- _ . ye e a, I i' I F I, r 1 +, -. _ .;�. _ ,�, - .. _ �� -.. _ 1 ":: �" _;; _ IC7����E/NIG�,�N . ' _ _ _ . _ - �. 23 c STr .. . - . .r _ . ,0 I. OF____ - . . : • - - r - ` - . ' . - _ � I " t .f ._ - FH - . PRO► %fx - ,_ *:a a ;F.H.. _ ` F y - 9 QA1IE 81� QAT OF' _ iia- _ _ _ _ �I; - - _ - + ' - tM t.y,�``,' ...�: - .it - - _ . ., 0 ESCR! REVISI W D �. _ - •. z :.f - , . - - PTION� OESKZ� GT1P" � �"�� ' a, ,_ • IWPROVE +,J; . • _ , _ - ._ _ _ • - . .. r .. - - _ - 95D9t" At . . . .. t k s _ ,r - I _ .. w .. - .� x.: .t a b D ♦: .. .. .� ..n. .. ., ... , .,v «.. - .. _ . fpr .. ..� _ - w... '.'L' . a si > - R _. "b &: a • : r .. - �, _ �i, —. -.r_ . . . -.�-..._.�•i�.__ ��t - .rte� ��, - '"%� *, — L ! a N S T R E E 1' ARc'�'�r ' I SOUTH PARKING LOT NOTES G2140 — -- — — — _ — — 11 EXISTING BUILDING r 2 2❑ EXISTING STREET LIGHT TO REMAIN. OF C�U�� - I 3❑ NEW PARKING LIGHT, SEE ELECTRICAL SITE PLAN. �♦ C4 D - lk No El ► _ �A -E MAY T, MT DRAWN �: g❑ NEW CURBS' LIONS. WEST 3 TYP. El y: �. . .• r'_-- I 11 REMOVE EXISTING WALK t 12 NEW CURB- RAMP ..� 'I F+"f • : - . -. - ,�� � .. I � � 13 NEW STRIPING. PER CITY STANDARDS Z - H.C. STRIPING AND SYMBOL PER CALIF. BUILDING CODE. �{ I L--- _ I I 15 r — u cd ! 16 v •-d 60•-0' — v I 17 VERIFY 3 TYP. /' r J �� V �:. I— I (— 1 g H.C. PARKING SIGN E--4 �♦ I ❑ . � ® H.C. PARKING. SYMBOL u cl, v O : ® 4 IE , F EXISTING FIRE HYDRANT - 23 � l T \ ' ` t ------ 3 TYP. VON 3 TYP { 1 — — — 1 +� _ ♦ I i —' — I - -+ CCS 2 I .. 8 ADD ALTERNATE. o DENOTES LIMITS:OF WORK I t GENERAL NOTES:. LA i 1. SEE CIVIL DRAWINGS FOR ADDITIONAL. INFORMATION. t 2. SEE LANDSCAPE DRAWINGS FOR ADDMONAL INFORMATION: }..� Z _ ,. f•- -. - 3 TYP. � 1 _ -. � 3. . SEE ELE - , o •D I 8 1 o CTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. �. I r ---————————————— I J - _ - TYR 8. lit' .... - (a 1 LIONS' EAST TYP 3 U] < m } CI • SO�JT PARKINC LCAT ADDALTERNATEcoNOT A PART E•. Y O co M } _ --y ' --I--- - -- �' � - OG ( F a CONSULTANT - I _ a 8. CUOMO"- OF PWKM, APPROVED 8Y•` R 8 My ENGINEER- - �i e 941 23 C g esscm � SHEM F.HPRGJMT--'—OF F.H. .7fffii _ - t31r OATE 11V DATE /�pA10110REVISIM I - = CIT - %VP AZ P� • h f } _ .,.—_.._ :-.:_ ...... ua is - _at-max :,_ ..._.1 - , _ ._ _.. _.. _ .,,— _. :7.:►.:iL_ :•L. . _. - _ ._ __. .,;e,:,.. .—._. +} t :....... - .i� `_,-.... ..._.:. . ._..- a +. ._.,+.t. _-.._.�: .•.... _..___.. _.+..ter _.. « , 3 - _._ _ _ _ w_,_, ....,. s..ni-. _ ._ _t...,....:►.........__._ � .,., �. :x.'s,"� -- '� - .. _ .�. aw.._.-..f.'!-•- - -+✓'- . ... . . .r .. -rw.+w-._ Kik' `r 'T+" `-- - r i r DEMOLITION KEYNOTES: SIRE DEPARTMENT NOTES C D L- 49. REMOVE CERAMIC TILE WA24WOT AND REQUIRED FOR NEW ACCESSORIES,TYPICAL ALL WALLS. R 31- REMOVE CONCRETE STAIR AS REQUIPAIR EO AR - 1. CUTTING AmWELDING OPERATIONS ON SITE.SHALL BE CADDTITONAL INFORMATIOUNDATI()NPLAN FOR WALLS AND LEVEL FOR NEW CERAMIC TILE. ��� 1. y/T. CONDUCTED WITH A FIRE WATCH PRESENT: UFC 8706 ---_-= 005T. WALL 7V Sr SURFACE. C.t 32. REMOVE CONCRETE SLAB AS REQUIRED FOR NEW v CONSTRUCTION_SEE FOUNDATION PLAN AND SITE �. REMOVE WATER CLOSET,TYPICAL. Gl1 * 446 BURNING OF COMBUSTIBLE WASTE ON-SITE IS PLAN FOR ADDITIONAL INFORMATION. PROEiIBITEDil. REMOVE URINAL,TYPICAM_. COMBUSTIBLE WASTE.SHALL BE - TO REMOVED FROM THE SITE AS OFT8N AS NECESSARY TO33. REMOVE STOREFRONT SYSTEM AND DOORS REN. ` +�5 VINYL52. REMOVE DAMAGED VINYL ASBESTOS FLOOR TILESMINIMIZE ff. THE H/ AI;,DS OF FIRE. COMPLETE_ REMOVE WALL FRAMING BELOW C 8706 COMPLETE WITHIN As REE AREA. GOMOVE AN, DISPOSE of '!'f�►0 `�0���� U ` F CAS �sr 9 R�E ^L^ov� REGULATIONS. 3: DURING ALTF.RATIUIE `BUILDING, IF EXIT$ARE. 33 c .. 34. REMOVE TOILET PARTITIONS COMPLETE_ pU LL 1oN N KILN IIbIPEDID OR FIRE 13A►ItRS ARE$REACTED THE 53. REMOVE T�3 FROM T-BAR CEILING. T-B. 3RID j ADJACENT ROOMS OR AREAS SHALL NOT BE OCCUPIED 1 b La r' 35. REMOVE CERAMIC TILE FLOORING(TYPICAL EACH RESTROOM)AND REPAIR TO RECEIVE NEW AND LIGHT FIXTURES TO REMAIN. DLSPOI F 1 TILES IN AN ACCEPTABLE MANNER AND ` JOB NO 95091 CERAMIC TILE. LEVEL.FLOOR BY GRINDING REQUIRED BY GOVERNMENTAGENCIES Y. . 1NG OR USED: UFG 8705,-I03:4.5• - I/A - ArND/o1R FLUNG AS REQUIRED. IVRISDK nort DATE MAY T, 1997 -- 1C. 36 REMOVE COUNTER AND LAVATORIES COMPUTE. 54. REMOVE T-BAR CEILING,FDMJRES AM ALL Coj&po NEMS 71A37. REMOVE MASONRY PIASTER COMPLETE_ COMPLETE. ORAINN 38_ REMOVE EXTERIOR PLASTER FINISH AND I.AI'FLIIN(' SS• FRAMING IN('I,UDIlVG ALL LIGYPSUM BOARD GHTS,SPEAKERS,SMOKE ALARI�,IS OR FMISH AM ANGLED CEILING MATERIAL,TO REVEAL WALL STRIJCILlRE_ PREPARE WALL AS REQUIRED FOR NEW INTERIOR OTHER COMPONENTS NOT OTHERWISE INDICATED TO REMAIN. WALL FINISH 56, REMOVE CHALK/TACKBOARD. 39. DOOR(S)TO BE REMOVED ARE SHOWN DASHED, 57- REMOVE GYPSUM BOARD CEILING FINISH AND CEILING FRAMING TYPICAL SEE FLOOR PIAN AND DOOR SCHEDULE INCLUDING ALL LIGHTS,SPEAKERS,SMOKE ALARMS,OR OTFLEIR 53 5� �a FOR TION OFxIsTiFRAMES TO ORS.REMAND NEW CON9"4ENTS NOT OTHERWISE INDICATED TO REMAIN. - - LOCATION OF EXISTING DOORS_ � T� 40. REMOVE PASS THROUGH WINDOW AND FRAME IS. REMOVE WOOD AND GYPSUM BOARD SOFFIT AND SOFFIT FRAMING. ��•/J Com' 59. REMOVE CARPET AND PREPARE SURFACE FOR NEW CARPET. tz if 4i.. WIWINDQVKAND FRAE COMPLETE,INCWGIlr'i�f 60- RELOCATE ELECTRICAL PANELS- SEE ELECTRICAL DEMOLITION' O • 42_ REMOVE CABINET AND COUNTER COMPLETE PLANS FOR ADDMoNAL INFORMATION. 74 Z cd 55 0 . 61. EXISTING GYPSUM BOARD CEILING TO REMAIN. 43. REMOVE DRINKING FOUNTAIN. SEE PLUMBING NG 7°{A PLANS FOR ADDITIONAL INFORMATION. 62_ EXISTING T-BAR CEILING TO REMAIN. A Nb GDNeUI'�' F T 44. REMOVE BASE CABINETS,UPPER CABINETS,AND 63. REMOVE SLUMPSTONE PLANTER WALL COMPLETE(SHOWN 1� 5rLtG, P'/*45 APPLIANCES COMPLETE N M cl _-- - 1 1/ -_- --. - - DASHED). � � y�fl / \ i fi- +- -- - 45. REMOVE BASE CABINET AND SINK COMPLETE- EDGE 64. LINE OF SOFFIT/ WJ l E OF ROOF ABOVE_ 46_ REMOVE HORIZONTAL SIDING,DRYWALL SHFAT'flri(3,AND OTHER MATERIAL(AS OCCURS) 65. LINE OF MASONRY LIINTEI /EDGE�ROOF ABOVETO REVEAL STUDS: PREPARE AS REQUIRED FOR � • ^"I - 1 't5 ( ► NEW WALL FINTSIi 66. REMOVE CARPET WAINSCOT COMPLETE AND PREPARE SURFACE �/'� r2) l �8 1 ( FOR NEW WALL COVERING. 47. REMOVE TI-1 I PLYWOOD SIDING,DRYWALL FR AW_, AME,AND HARDWARE coseLETE_ ' SHEATHING.AND OTHER MATERIAL(As OCCURS) 67REMOVE DOORS � . # TO REVEAL WALL STRUCTURE- PREPARE AS cd REQUIRED FOR NEW WALL FINISH. 68- REMOVE UPPER CABINETS COMPLETE INCLUDING SOFFIT-. r }C 48_ REMOVE HANDRAIL AND PATCH WALL. 69. REMOVE EXISTING T-1 I! PLYWOOD AND GYPSUM BOARD oz 37 �\ / I - - SHEAUTNG_ EXISTING FRAMING TO REMAIN_ REM 6VE LIGHT �...� 74- ��� -- - - f - - FIXTURES AND WIRING U.N.O. 70e REMOVE EXISTING SCUPPER,LEADER BOX AND DOWNSPOUT. tL 47 r� 71. REMOVE PLAQUE AND REMOUNT IN LOCATION SELECTED BY ! f 7.7 - OWNER AND ARCHITECT - 72- F 72_ REINSTALL NAI TION NOTED(* . �-� I i.' 37 �\ �. }_ REMOVE K NOX BOX AND LOCA -• t ' - i _- - FLOOR PLAN- z '� 73 REMOVE REMOVE WOOD SIDING AND SHEATHM TO EXISTING FRAMING _ ! _ _ R r_ __- .0 i 33 /G TT Tk- fi 74: REMOVE FIRE EXTINGUISHER AND BRACKET. �� TE-4 - - - � _ _ . II IF 57 - 75: REMov>±EXLSTING CORNER GUARDS AND CHIR ARAILS COMPLETE. ~� +� • 7co � 76' REMOVE SIGNS �./ IK 1� �11L.�I NGS 77. REMOVE TOP SET BASE O t•V F E 78. PROTECT EXISTING SHELVING UNITS IS PLACE' 79. PROTECTEMS EQtFMENT IN PLACE SEE ELEC R- ICAL - - _ - FOR RELOCATION. 3, pit � o 42 �� 79A PROTECT EXISTING CURTAIN AND TRACK: ADJUST LENGTH PER 4II FLOOR PLAN: •. '� U It 79B. REMOVE WINDOW COVERINGS COMPLETE 7 ? tt fY. ? - i - Lu .... U _ _ - F91 It -:: � r� am I I � - � � 1 'o 46 Aw '\ _ 1 f: �S 33 6. !, r < Q co 151 1 1/1,� 73 ,� '"� E+ I c xorEs o SEE MECHANICAL AND ELECTRICAL DEMOLITION PLANS FOR ADDITIONAL 7-2, TION. Q Q o P 77 EXISTING VINYL FLOOR TILES To REMAIN EXCEPT WHERE NOTED OR AS --� _ �I r - REQUIRED DUE TO DEMOLITION OF OTHER COMPONENTS. REMOVE AND _ U DISPOSE OF TILES AS REQUIRED BY GOVERNMENTAL REGULATIONS. U = y 3 63 7O o - 4 w 2 NOTE:- I. REMOVE ALL ATTIC INSULATION_ - _ i F- 49 �8 INCLUDIN 2. REMOVE ALL - - _ - TIN BOARDS ANIS-� a., � at - - G BULLS SIGNAGE ATTACHED TO WALLS AND --- RETURN TO CITY. TYPICAL ENTIRE- - - - --- BUILDING. CONSULTANT --- 3 _ r REMOVE -- ENTIRE BUELDING COMPLE - - REPAIR WALT. SURFACE T � _ - AND t I - O RECEIV>r- NEW FINISIf SEE FINISH SCHEDULjLx A C: 4. REMOVE ALL PLANT MATERIAL.WHICH HAS ATTACHED ITSELF TO THE BUILDING - car RMCM -." _ - ... F000wOloe>�� � APPRONEEY B'Y'E CITY` ENgNEI _7p 2495S-- I DAlf. Y _ ar vw.-'= r-w; RLMSK** DESCMP'TI011 o[so cn 7 DEMOLIT[ 4 ; C. 6 •n s .... _.gam '•:. _ - - - - _ ; " . . . . - - . . ' - - . \ ..' FLOOR PLAN KEYNOTES: o aR� . . INHALE,� � I �� y.� * . . 8O. KILN S1IPPL w BY CITY OF RANCHO CUCAmowA.NSTALI,ED BY t00. 1 K"OUTSIDE DIAMETER PAINTED PIPE HANDRAIL.MOUN ED AT 3`' V� �� CONTRAE+'POft: _ j�BOVE STA QR NOSING OR RAMP: J . . ZX*g�WAL.L• f ` - 8f. 24"Di•.EP PLASTiC,LAMINATFID!BASE CABiN6T. SEE NT FFIRIOR 101. EXI3�iTI(i A ACCESS LADDER ROOF HATCH ABOVE . R-11 fr�AIV*TO RQAAIN G11416 . . . ELEVATIONS FOR ADDITIOKAL INFORMATION_ i PLR "Tn /SSS 1M'CGii• WALLxWITH 2X4 S'T'UDS AT 16"O.G... toe. >vxrsTNG �AryDP stNx 8z_ 12 DEEP Pf�srTc LAMIriarED uP�R cABTN>r T. sEE nrrERroR � � � (�� ATIOirI ELEVATIONS FOR ADiNTIONAL NPORMATIOK. 103. WATER HEATER[ ,' ��� 83. STAIM.ESS STEEL SIINK SFE PLUMAIING PLANS FOR ADDITIONAL 104. URINAL,TYPICAL. SEE INTERIOR ELEVATIONS AND PLUMBIING vi C p1'`�O 7X4 S'FtIDS_AT 167 O.C. V1 rr14 Si'8,"TWE.`X,*I:. _ - .' . WFORMATION: PIANS FOR ADDTTTONAL INFORMATION. GYPSULI�E WALLBOARD EACH SIDE: RIM WAM M . • ROOF SIIF.ATFBNC:UNL�$$�IOTEZ? � - a-M I 8A. 2 X 4 STUn WALL WTTFi GYPtiIIM t30ARD EACH SIDE.OAK CAP 42" 105. WATER CL(�E'T,TYPICAL. SEE INTERIOR ELEVATIONS AND . : CO NST UC•T AS INDICATED FOR ONE-ORM . - ABOVE AND PARALLEL TO RAMP. SEE INTERIOR ELEVATIONS FOR PLUMBING PiANS FOR ADDITIONAL INFORMATiON. ASSEMBLY PER 1994 Et.B•C. TABLE 7� ;ITEM"ri0 5�- u _ I- Ila ADIxnoNAL n�rFORl�wnoK. JOB NO 95091 ` 106. 24"DEEP SOLID SURFACE COUNTERTOP WTTII LAVATORIES_ SEE ' T->r.3: PFIO�/DE F�13 NSIILATiON 1 _ - 85 EXISTING STAiR WTIH NEW I ANDRAUS. PLUMBING PLANS FOR ADDITIONAL INFORMATION. �, DATE MAY 7, 1997 l f 'EXISTING.C.NLL3 WALL. p 86. . EXISTNG CURTAIN AND OVERHEAD TRACK.TRACK ENCLOSURE TO 107- SOLID COMPOSITION TOILET PARTITIONS. SEE INTERIOR = r/ �� - BE RE-F49Iq D SEE FiNISH SCHEDULE.APJU 5T WCK�P ELEVATIONS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. - . w 1 '�°' 87. SKYLWAfTSHAFTABOVE, 108. REFRIGERATOR. SEE SPECIFICATIONS FOR ADDITIONAL . -NEW SLLWSTO . Q q 88. DISPLAY CASE WiTII CLEAR•TEMPERED GLASS SHEI.VES AND S I tt {{ 1 SLIDING DOORS. SEI,INTERIOR ELEVATIONS FOR ADDITIONAL 1(►9. RANGE_SEE SPECiFPCATiONS FOR AiHNIiONAI-RNFORMATiON_ 0 : i 1 1 . INFORMATIOiN. • - TI NC.WALL.TO BE MODIFIED AS REQUIRI,U' - 1 tu. RIOT us v "' 89. STORAGE CAB(ANE'T.`SEE INTERIOR ELEVATIONS FOR ADDITIONAL' TOT THE REQ s FOR oN�ODOR ( ! 1 I f 8� . ASSEMBLY PER 2994 U.B.C. TABLE 7-B, ITE14INO- `: ! , uNFORMATtON. r 111. STAINLESS STEEL SINK WTT[f D[SPOSAI,. SEE PLl1MT3ING PLANS FOR k I?-1.3': pRQVpE �� /rSI�.AT10N ` g 90. 8 X 6 X !6 SLUMPSTONE PLAN TER WALL wriH SLUMPSTONB CAP, ADDITIONAL RNFORMATiON. . t '13 8EE ENLARGED PLAN FOR HEIGHT- . � . • f. 1 I I ( _ 112. . 24"DEEP PLASTIC LAMINATED PANTRY. SEE INTERIOR ELEVATIONS { F {.t ! t Rt1NE 1E W - � :;: : 1'HR; C4RRi DOR . . - - . A ORIIi 'c ' 91: EXISTING SLUMPSTONE PLANTER WAIL FORADDTIIONAL 1NFORMAT(ON. -.... _ f 1 t t f,r .ae�,, WINO- 1 d�{� r '-• ;�: - l 1 1' { { t ` 92: 8-X 6 X T6 SLUMPSTONE PLANTER WALL WITH SLLIMPS'TONE CAP. 113. 18"DEEP PLASTIC[AMINATED COUNTER. SEE INTERIM . �'¢ ` `- -d TOP OF WAIL 6"ABOVE FIMSItED FT OOR ELEVATIONS FOR ADDITIONAL INFORMATTOrF. 0 �:.� E < . r 93. VW)F FURRM OVER I:XISTNG ALL ASR ED T LFAR 3 V.C.T. FL AS R D TU I DEPTH OF EXMING �� j ` i 14 OORIldG EQlJiRF MATC1 . TINO MASONRY PRO1 ! . � ( r7 PRO W F.Q111R O C , i vas%cork: Exfs Ec ,oma• w u' . �♦ { . - • A "� ', 3 :.( 1 ( TO 4�� - . • 94_ STOREFRtWF FRAME AND GIA71ING TO MATCH EXISTING 11 S. EXISTING FiRE-RATED WNDOW ASSEMBLY, Tp (QE�NA o . _ /'! ( •� } • ! I { I 11 i 81OREFR NTT TYPE= ` xs 1 1 1 8-•O 7 Q 1 I6. I'4"WT1*SLOPING SLumPs•TONE WALL WTIN SLUMPSTONE CAP. {\./) �� . . .� a 3�+ 1 95: LINE OF SOFFIT/EDGE OF ROOF ABOVE. n[1 1 !17. 8 X 6 X 16 SLUMPSTONE PiAKIT WALL WITH SI,IJMPSTONE CAP. `��''�~++ -• •� a.� r `` ' ! lM ! 1 - - 96. LINE OF MAKWRY LINTEL/EDGE OF ROOF ABOVE: TOP OF WALT, LE4SL WITH FINISHED FLOOR• P4 . ( U.:_ 4 ATIONS AND 1 I8 4 a► X 4 -0 S I ORh l RON T WNLX)W ( ` J` s 97. HIGH J LOW DRQNICIN(}FOUNTAIN. SEE iNTER[OER ELEV - �,.�..{ ..t 2 �P - Q 144 a YQ PLUMBiNCI t'sAtvs FOR ADtX170NAt.INFORMATION �"t •.-� ,: r._ �' - • T 1 R.I�7� 1 119. 8 X 6 X I6 SLIIMPSTONE WALL W[Ii I SLLJMt'STONE CAP. TOP OF �� •, T� { 1 ----� 1K R Al 1 ; ft Ali[>Vl• FINiS[I i)MI(XOR V 1 . -:, , '", - � 9R 1'IA$TIC IAMNATFD STAFF SERVICE CO[INTFR.SF,h [F TOR W - • - - •�? a c :1 ,'� Zr,.e�^ K ; ?1`rO10 LVATTON3 FOK ADiXiIONAI.INFORMATION. 1�'t - t.L _r i M' :�r��:.ti = w _ 120. a X 6 X 16 31.OPQK'SLUMPSTONE WALL WITH SLIIMPSTONE CAP_ �1 ` . '>�, . - , _ ._ - ', ,�.`_ ; '` 94: 8 X 6 X 16 SLOPING SLUMPSTONE WALL WITH 3LUMYSTONE CAP. .. f w > � _`� ! TOP OF WALL TO BE PARALLEL. TO 1'�1"WIDE SLOPING WALL TO 12l: 1'�1"WIDE X 2'll"DEEP SLtiMPSTONE PRASTiR TO MATCFT ;v ' �`�. . '1. ' ��' -•: ` 'rkk.'* WEST OF S L AIR' 3 s o . .� _ . a $ 122_ RAMP WITH 1:12 MAXIMi1M SLOPE• SEE SiTE I'TAN FOR �. Z �� - ._.,_ . - t r; ,:' ' ;. :: I � dQ ELEVA"I'K)NS. F..,.{ . . 7`f• .1.,„......" :•: O N � ., V .^ 1 �f 1. - , - a F w '•• - aF rq /r� F ! �, r q � i•. F . : , r 5 CCS _ a:=} �!I O'. •,_ - r"e • v .. Vii.. a. s. +` k _ a . . _ _ .: � 3 q. 5- 4� 136 .f.> �� ,•.: r:. e _, r . - aD ,:� a - gf �. . . �REQ 1 4('0" �,`-TOR 1 I� O�: -- -� ^.+- r a • , .., M"'�� '�I Q Y 1 _ - _ t { l Ti �..+ - _ _ i 1 . - : J c _ +Ja. . • 7*', ^. J.'tiR:» Y_ .,5a! 4. ,s... .•k,.,fir' _ p 1 ;a t �+ r` �i•""S'kti�° �vJa'r,. ».a 4r, R�. _ ( �Q . t 1.w,,: ,ma TS l �110 . f_ .S p .. ,",�•..,«:. tip ,v .. w. }., q'.' ho- .,A," w,n r, r1 0 1 _ r-d .. ,._ �1 _. 's:r a 1 ,,.3r*,. . ,. a. l Y.. .. C' , _., s O •. J: ,. ,v F «., ' - " .Y:!,. , '.:N, _.;^..y r p SP-.�i °AF/ ,f x f._�....:A. A t , ,. .. Y Vn _,e'- e.-.. , '�,.,., "'''-' v..>. :.. ..:y,'_ t. nn.. • ':..(• A ,. ./' ,%A}.Ati �.,L ,''ya.":°y,t,,q 411: "b'}• # �„ r L - -- r., .e... �, :�• _ 1t, r c •u� rte: ay'�� ^ , s r,. . s. • a f - �, n... . «-. - - d -�� w _t ti _k_ _. S _ - ., , _, a _ - y S S , { !t, . .., ,. n, C ktn d a ? .. vl' r } �"_ +, d - -. ... .r ;s. ....v> . O s 1 e d. „ ., •ti _ �.,u.., , llM " * w r.,,, ,b e k,+ ...Set: ... a,..,,. „,{ _ R _ • , , a.., _ ._.,,. F ., _♦ .. .� �.. r _ F .,. .r s 1. _. .. . . , y ,,... t. + ., .. _ .. ,l. q, ...,_ F- : jam. .::, , . _ a dMi , _ •IK �.' . .s i {..-..._-.. ♦ F>...., tiJ Y ra ./_ ,Y t,t: I Ar .. - O "} #� •, ".1st' . . 4 _.-�4 ,.r�� .n r a r .. , a". s,, x' *dap,r d ?; eR O - . , ,•._.,_�- "••41 ..... ,A.s-..,, , t.",'" q, ,� , .. „p'M ,M t, 'okt "`rqT: $x,'::a, '*fit" ,,.,.� •�•� -. * . • •;f' .. ._..lV -n. ,. ,.�.a71Ft+' t":'.1*^q•• - ^7!>:. A'. f.s".''i�..`' - *� `` •'}••. '�c.•: a _v,r^ mak.•, •�1 c +" .^.+.' ,`1 '4, y [ - -*_ ,`. ,.i -. .r.-J_ •!,J . r "'.��_d� ^, ,•_,:.-: F.f 1 " : A .' fi 'zr ,t' r ,I, ,,, •>.tA` � _ ,c t.. _ ` i .. _ 'sl,. ,k:�• �,+,,..•nr ..., ` A . .ri._S .{. .',e„7.,r ++G,'.'•..° >,end; ;�![... b ..,� ,, „+M�>>.bM_t_ - - - - - J•. =`v'., -../`•♦'� F St♦, ,., ::,..,.,.: ,.�,- '''':$. .,`q.' '.�,,- r Tae "''i . . . y i - ..,. .r.. - m >• ,-✓ ?rGr..'_:,. �,, w„ . -- •,• , .?r. .,* a+er4i's '-'r7A► :"7'.C rr,. .'o• ^�.t: ... 'efn!'`tR'. 'lA. ',',,. •t!1.".' .r a _ .. y� 'eRs .,rw_ ..� �.r'v.' P � x. . . , {, . , - Yy, . ,, „�;.: ryy.:'',,g': ,� "..:.fi�.11f.FrVt:,'x; ,°5In'' ;e, :�x'. .A• 1 . � �; '. � .b '�F♦"��a 't; .. ..,•_.. .,, , ♦ :-¢Y.., 7- SAY.:.,,�..°r,.-,.a,G'v.,.. 's4, li. , gyp::.,. ti.dv:. ,r - ... , t,.a J.. R v.,.-,•. -, ,,:w .- �tG: , .s x „tet} .i .- - ,..... ....A„ x, `-, .,,,,.} _._:' , '«�`,..x _ °•., ,f pr, #'�•'....,.i. wr:.. t_. r- :.. ... • •-T- � t ,.. ..,n l.t,@..RF a., ^ �.. 5 .•A,...... F ,. ,. ..... .. ., ... A•'o - rI - Q. SV• irri[ rye' 7: ,ds��- �° f ,;. _ _ � 'G- i, ' F:: .�,£`_•r .._., , ,,. �< ., .fie`.*', x •• - / l.il �: -a ,. . .. ,,.. r. .,v .:{l ...,...,"'fpr..., ......:.�':r'^�'�,� dA ,:. :... a a.�",. ,� moi' •'„•.osfk ._.., .. � H k, _ .. - . _.. . , f ° t37 ��3 '7q - - .. .,. , „� :.t .11 r•s °,.pj1•'�.:.\',ggf;•t'. •A'r �" y ,., rryf• .Y" (1 J. , �' _ _ r Q' 1 f � �r y • • ,,': , .� - 1•. ':,.. .'R _ '. .,..♦„ .„::. a ••1 -.:n Q - - S•Y 110 . ♦.. '.s-Sq ,:: -_. .., •. �. :,:-a.>. ,,f k• ,-• i!• / _ - - III .. - ]•�. •♦t�� ,y :,_,,�•Mf.: .., ..: ,. r.mt {J .rY+.t•1. - .'1. .. _ - : ♦ r V: E'k�, .,, ;, - ,. ,xr'. r..-. - }...,,:K... r;..4't fir' : �•-.. - �'- • .1� > ,. '. • _ :....v,.. .fin"..n. v . .. •4` •:.::' _,1,.. - < .. M Qom. *� - - '`ta. .. v r.h Y .&..,,e ". ,r , ',�.fi,.."x �i. :..m 2P 'ti. " ! a ... ,,. c,, F �r � Lf� g �I • - try : �..,d." !>;,xA+�n xv ,, ., Mr^A '+^.,;,�'1� fl"'4R++'.7;.'a w�• _._ +,t .. i may. > e+ R , .1. a _ .. - >_.. fi . , - Q < f' - - z . c� • ! r t' ' ._ ... .. _ �{. ) fi h .,, _ - p -, . !tom, '►� - , -- t t - _ 4- {14 �. h R• _ , � '� t't . " , :i tt .- _ � .- _. f �..-,� � Ems ." 132 - a, 1 _ .. . ► ..._. _ • ,, d... . .? ' t, ,, > a . a . . , ,- s - d ... .� _ ( r I � O v � L"' _ _ t- #' a: - O �. .. __ _ C o 1 ," U + 1 ,, r , • _.' .. - j z. • r • _ _ • r - .' , ,fig : - -.'� • _ _ ��- l f r . " t ( _ L:'�f . , r_. ._ b - - - .. - - i ' ' _ - - w : - I _ . _ , .L , a._ r . . - - , . - _ r _ 1 tt - :f _, " > _ CORNEA . , s.- . _ - b° - - - i - 41r TTOI4 . : 1 . -- 2. } - _ QIi:Vi�ALL3s::- -E3 0! tot t't�LfS, R MVA!-L . CONSULTANT f _ t EXI MI . - _ _ _ _ tQGtJ�iH�O(1 - AREA.& re TN T C 3 - . A'F1T - - ,� - • - �FF: (�N U&FIRLt»RESISTNE R� FL.00IaCF.ILING ANDS . - �:: - 3: PE1�AFRi�4TI . - - g • . _ - - . _ _ - .. - - - - _ � ,_ RQO . SHAD B PROTEE"I' AS REQUIRED QUI UteSECTIONS - ,� .. _ - - � _ __. - 70n . -. - - - .- - !�" 3 . - . _ Y1�C _ - AC I+OtJY1�BCIIYDg` - • . . �. . - `• • - .Si• 111 W-0 TAIL ATM XF ALL MUSTM'AM WW RESTROOM WMIN- a } . � �. -. ? _ Fly, -_- .� 44 � ► -7 4" - - 41.otl 4,. , - - - -- - -- _ _ , .. _ . . _ , . . . - . - - f r i T - _ _ _ _ i 2 . i �� V .� CRY ENGIN . . - _ : .. . _ - . . .. . _ _ _ .; - - ort RCE:' ` _ . . . . r sumomm10rIi sow . i . _z rj .. ~1- - 3 - _. - `. k, - . - . . . . - _ i A - �:, . . - - REVISION DESCRIP'T10I � - _ . . - - . - •,•0, 4 n e� - - ... _ _ _ _ Y . - _ L. _ ,r .. .. • - �. , r s r_.. . -. _ , C f „ ,r/ _r ,: e _ - _. ,•. .. .'� 7 i - sem• M - ._ - - - _ 4 .' „ .s . .. , _ n f _ t .� 3 , `i - ' _ ... - ,. - .... ... .- 1."S ... ,. ri ar•�. i .- _+S.Le ..3 ..... .r+�i...a�.-+•.? J__.F -. :1 _,. -.A'_..i-_ _,i�t w+.. ... _ - _+y. - - _ ,•! :. ,r , ♦-. .. -law X•.a .Z•.v -•• 54 -. _ 4 _ -. 1 ._..�_�.. ...,. _ .. -a•._i_...�..c...__...- .-1-`_� ..`.. .. - _ x i. 22 ���r' .+ <. . .�7_ i+�t- S x. .w. - - K +�a a.. Stc. �,- - - •-._iA.,- NOTEv.SEI= SNI. A-4 FOR: WALL LEGEND.- FLOOR PLAN KEYNOTES, CONT. C)AR �� rF 123.2 X 4 STUD WALL WITH GYPSUM BOARD EACH SIDE. ( W 1 OAK CAP 42"ABOVE PLATFORBL SEE INTERIOR GI 1446 PLELEVATIONS FOR ADDITIONAL INFORMATION. of ti .. Rt7�t 9' 124. 8 X 6 X 16 SLUMPSTONE WALL WrM SLUMPSTONE 47 CAP. TOP OF WALL 2'-6"ABOVE FINISHED FLOOR OF CA1.�� 12.). EIIGH PCOff OF SLOPING WALL 8%0"ABOVE FINISHED 'OOR- 126. L 3'-" ' POINT OF SLOPING WALL ABOVE 0 - 0 -- -- -- - ,CRETE WALK roe No 95091 127.� POINT OF SLOPINGWALL 3'•b"ABOVE FINISH® MAY T1997 DATE �� _� �, 2 � s I � lag - I •/ 128. HIGH PONT'OF SLOPING WALL 3'-6"ABOVE FINISHED r 13 >n FLOOR: Now )RA,JVN 2 15 (29.8 X 6 X 16 SLOPING SLUMPSTONE WAIT.WITH " SLLJMPS'TONE CAP. TOP WALL '-6 ALL 3 ABOVE AND PARALLEL TO RAMP. - 133 130:LINE WME SLOPING AND FLAT WALLS MEET_ FIELD I o$ L VERIFY EXACT LOCATION. j ( KITCFEN 115 131.CONCRETE STAIR SEE STRUCTURAL PLANS FOR ADDrrIONa.INFORMATION- 17 NFORMAnoN_t7 I $I 132.E ES7IIVG WALL MOUNTED MIRRORS TO REMAIN. PROTECT IN PLACE_ = 133.SOLED CABINET PANEL_ • a � 134_WALJ.l'LACQCIE SIGNS: SEE DOOR SCHEDULE FOR: � r • _ _ as COPY. V /IA _ x: v 135.PROVIDE CHAIR RAIL BY I-P.0-1+300(SE SPECS:} • i MOUNT AT+36"TO CENTERLINE. � U cis 5 - l 136. PROVIDE 4'X 6'CONFERENCE UNIT SURFACE MOUN TF_D WITH TOP AT 6'�"AB.FIN. FLOOR_ >* 43 137. PROVIDE OCCUPANT LOAD SIGN TO READ-wJM64UM OCCUPANT LOAD SEE PLAN FOR ROOM+4 LOADING_ con A* C) 61 of i 138.SENG-RECESSED FIRE EXT114GUISM CAB04ET WriH A r T, cd . ., 2A-JOB,C FERE EXTIN(rllLSHER w c n 0�. v 139.BI-PASS THRU WINDOW CLEAR TEMPERED GLASS IN zU =c1l RECESSED TRACK N COLJI�FTER ALL THE2EE TOP PANELS SHOULD SLIDE. ) 139A` PROVIDE WATERPROOFING AND BACKFILL O r.-4 v -PROTECTION BOARD AT ALL MASONRY ~� Q RETANNG CONDITIONS WITHOUT EXCEPTION. Lj nort nort 1398- BENCH_ SEE SPECIFICATIONS. ., U Q1 U cd Q v •' _ M G ERESTROOMva r-o•- �• _ - WASHROOM AC va - r-o CESSORIESCHEDULE:s SYMBOL-- ,MODEL NO:= DESCRIPTION - I 1. B-8221 COUNTERTOP MOUNTED ALL- PURPOSE SOAP DISPENSER.`, .., - 2.. B-3944 _ - - TOWEL RAND TE RECEPTACLE. ►-- a. . 3. B-5806 X 36" 1-I/4"DIAMETER GRAB BAR,, U 4. B-5806 X 42'' 1-i/4"DIAMETER GRAB BAR _ T, w �, U N' 35 COMBINATION NIT, .. 5. B- 74 RECESSED COMB ION U � 6. B-3474, RECESSED COMBINATION T ` z m-: UNIT, _ o a MEN. E— x < � °' o B 3479 MOUNTED COMBINATION, O Q o (> ?. SURFACE MO D C NA _ Y UNIT, MEN_ 8. B-357 PARTITION MOUNTED COMBINATION ,r UNIT. � 9. B-262, SURFACE MOUNTED PAPER TOWEL DISPENSER.. _ NOTE- I_ ALL ACCESSORIES LISTED ABOVE ARE MANUFACTURED BY LUNS-VANI - - BOBRICK r _ _ . - L.EQUIPMENTSHOWN WHICH IS"NOT DIMENSIONED-TO THE-,. . MOUNTING HEIGHT SHOULD BE NCOUNTED AT THE HEIGHT REQUIRED BY CALIFORNIA ADMINISTRATIVE CODE TITLE 24. cw OF, - - - - r Y _ .. - . _ . . CRY ENGINEER TE: �IIOM �11till' aor 3 . REilISiON� DESCRIPTIOPi� - -a y - , - SECTION KEYNOTES: 140. 1ouTSIDE per-"PAuTrM PIPE HANDRAIL MOUNTED A T 3&* D AtR VE STAIR NORM OR RAMP. 141- SCUPPER[FADER AND DOWNSPOUTV C� . _ �X. TO MATCH FJaST[NG. 142. 4'-0"X 4'-0"STOREFRWr WINDOW. STOREFRONT FRAME AND G11448 t GLAZING TO MATCH EXISTING STOREFRONT TYPE "�' 143. STOREFRONT FRAM AND GLAZJM TO MATCH E70STM RDD STOREFRONT TYPE tM. 1'4-WIDE X 1'-"DEEP SLUMPSTONE PILASTER TO MATCH EXISTING, CEI OF CA�� -- - 14 l45: PLASM SCREED TO MATCH EXmr NG,TYPICAL. 146. 'X6 X 16 S>rUMPSTONE WALL WrM 3LUMPSTONE CAP. SEE FLOUR JOB NO 95091 (� PLAN Fort r> GHT. -- -- 147. EXTERIOR P1 Asm SOFFIT OVER EXPANDED METAL LATE "VER T,}I FRA"PG. DATE MAY 7, 1997 _ 149_ SEE STRUCTURAL PLANS FOR ROOF AND SOFFIT FRAMING. DRAINN _ — — - 149. CONCRETE;SLAB. SEE STRUCTURAL PLANS. 150- W TYPE-X'GYPSUM BOARD CER24G OVER CEIllNC JOISTS PER - - —' STRUCTURAL PLANS. ----- _ 151. EXISTING ROOF STRUC•RJRE_ _ wA 137 TOP OF NEW PARAPET TO ALIGN WITH EXISTING PARAPET. CONCRETE STAIR.. SEE STRM-17URAL PLANS FOR ADDMN • � ` AL INFORMATION. F'+� 134. 9 X 6 X 16 SLUNPSTONE WALI.- �*J- 155. DOOR(3)AND FRAME PER DOOR SCFIF.D(AY_TYPICAL. • ' 136. RAMP WITH U 12 MAXIMUM SLc*T SE.E SITE PLAN FOR - EE.EVATpN& � 0,u 'SECTION AT, ENTRY PLAZA AND __ o � C,3 Q NOTE SEE V2 . � E FLOOF�` PL' ALV-- � � FOR KEY NOTES z rr ll V All SHS'-'A-4, A-S � ,000000l 6(? L46" t$0%,5T 441?e-f NOTES I b° (t'1 6 _ z ( _ 14t.�i. ei+ ra!N D + < --- - a huj > O o T 2� �-- - x O a � PP 117 O �� -- Ff�y = j Q e a aD of. - - - �ONS - ULTANI Nib C- I�� -5 SE O 'k .. _ �}1R�? POIrJT _ ! , ' ad. _ 3 art -6 !� O - APPRONE6 eY . CITY ENGINlii RCE: s ATE sumom>bw wow or • �. _ - 1 Imo` ENT LA • OR, P � .. _ - �sc�Iara Como ENLAR- DAM GED REVISIOW r ArNa1RDt. RR L'.' t 'I - \/\\�` \ . . - . ... . , - . . _ qR y . , ti1 . 1. �E� 11 . v�Q�� �. �� _ . ,. . 2 1. . - _ * C-11"s. . ) I. . . . , _ ��� . . . �'oF eAL�Eo� . " . . . . f _ • . . . • ! .roe N 95091 . . . O . . .1. . . . .. . . . � . . . . I . .. . . - El - I I � ''. . . � - - - . - . DATE MAY T, 199? I . . . . . . .: I . . " . .1. . . � . . . .. .� . I . � . . . I � . .� . I . '� . 1 . - . . I � . I I . . .... . . .. ff"'N�IA I I .. -, . . , I 1 . .. : ..- . DRA',NN f?' - t . . a - . . .. . . _ , . . . . " ' . . __ .� . �/rs`. t _ . .1. . . � . . ... . I . . .1 ..� . I I -. � ..._." I I I . ,I I.. I . . . I I �.I . . . . I I I . � I . I � . P4 - . . . . . - I - �I. I . . . .q. , . . , , , I I I . I .�. . . . I I . I I . . . I . . I I . . . . � I Q� . • . I ' . . . . . . .. . . - .. . . . - - . . . . . , . . . �4 . . . - . . . .. - . • - _ - . a I . . . � I I . . . . . I . . . . . I. � . . I .. . . . . .' � ' �'_ ., - ,. . . . I . . I . . . I I . I I . . : . . . . . . . 1 z IL . - - C13 . I . . - I . . . . .1 I . . . . . I . . . � . I . :1 � � . I . . �5 1 � Q.> S . . I : . .. w . I - r • .a lzUliE7'�'' .J. - .r. [pV�'�7 ry - .. ; • : .. .. R _ eN . .. .. . ._-) - u . - 1'SBEt� i� t=� a3 . MLF As--�-- - _ IBJ - V6 . . I . . -4 o4 (u = , . , . . . . 4 . . . � o . _ . - '-� •� : . con P-4 0 'u .. . . .. . - . _ . . - ` - - - - - i W � � cn F . -_ , . _ � 'z �I PF I Fo . . . . . - .. . . I . � .. I .1 .. . . � I . . . .. . 1. . I.,. Y.. :. � ._ .I . f1 . 1.� .z� ' . �.. - I:- I I � , . � GENTLR UNE Dim " � . � . �. 7 ..' .. _ _� o I YINYL. I"ATTERN z tiGbR I . � � . 914 Q . r - O _ J s BEd t 1: ,< � 1 . . � Cl . r 5 . I G0McR�T aFr'T . . . . 1. I - '. .. C - , P4 - - Z I ' I " . I .' . . 1 . - . I z .. - i - - . 1 . o >-4. 1. 1. Iv l NYL PATTEICFh. _ - - a . . - I � .L.- - __ __ - . . . - ___?. I i , . . . � . . C� � . . - $1 .." . I.. ' .. 1, . .. :' I .,! I.". . I - I . .. . I I . . I � I _ . _�- - I - . . .". _` I..�.." I 1. J ' I E-4 i t Q L7 d Q p ~ i '� - .: . . • _ u o - v _ . I- . . . i1. �. I 4 ., pI d a r Q u 9 � - I . �: v� � 0 11 11- .. MR 1-IFI O - - - . - 1 . . GENT -_� _ _ 1. . . . , . . r, . : YIt�IYL. I' TfiI:RPE F . A S. r z . - '� - . - 1. - Q uy I �- �, a - - - /{`` taoot� _ - Y1, I � CI [7 C� CI L7 �] D � 1. .. 4n "< r C in b ., . .1 . . . . I . . I Ca I . N 0 1 - . . I . W . Q . . ,,, I .._ - X11Q Q Q M . Ll. E n . . - 0 _ . 1. - - ,,. Q ,•, . . Q a, CT El 0 Y7 Ll a " � a : I GTS TP 2, TP:Z . I . . z m Q .. _ E !: V I Yk - o e � I IIC E'" x o _, o cl 17- 17, . U 0 Q D �=t.o v o . . . 1 IJ - _ . VINYL PATTEKK 5 - : . a = O Q o Q WQ . . .- ' L;-=L;; - y - . . 1 !� II --� - � x I I 1, - . 11 K U " f . ��� wINYI- PATTERN 4 � = o . • _ � ________.___ w - 4Tl E_ . : -. - . . . . - . � Z - . �„ . _ _ E. a Q - - . �. _ _ Q - : - _ . _ - . . . ---- - - - - . 1 . - - x . r-0'- r FLOOR TILE LAYOUT IS SHOWN ASA -0" GRID FOR � HEET A 8 FOR MORE DETAR.OFF TLE PA M ON CLARITY . .11 FLOOR TILE SIZE IS 12" x 12 SEE S - �� SULTANI . . . . . - . _ - - . - _ _ . - ..' _ . . - . - - - - _ _ _, _ _ . _ - - - .. . . - . - - - :;.' • s . . . .. . Hort . - . . . . - , I. . . - - : . . _ .. .. .. . . - . . .. . . _ _ erg .. �000rloaa . . . . . 21 , . . . . I- , : : ENGINEER RCE A - _ . . . . . .. . _ . . _ �eovor,�t swat . . _ .11 _ . . • . - - . . . I_ - REVISM DESCFJ . - PT10t� oma � I - . ITILE . . 2 !�r�� •.i - __ __ � - ■+mass- QP1�� _� ;_�, I -- f. . . - - . . . • - .. -1 . . I � :_ ... .% I � � . . -, . - _ - . . . . .. . . .. . � . - .� I .� -I . � . I 1 . . I . -'� ; '. . . .1 ... .. � - - . - .. _ - . 1. 11-: ' ' . a t .. - . _.. r . _. - r _ . . ... . _ : - - tx >� - . - .. _ _ 'Li_ fi ., ti - .. •. - - is . .r Ili - _ _ - .- Y ._... .- t.. -. _ ...' ... - ti - _ - . i ' 14 tl .� �_ -'tea. L _ _ t .. .�- ..-.y..� .:_..� ... .-_ _.� _.__ r_ a � .. ..:. _ .. _ .. _ .. .. �. _ -- _ .� .- _ . . .. .5, .. ^ _ ... 1.. .1. . ,,_ 'MR . " .. ,.Y-. :. t 'i , _. ^r - • c' ,.. - ,� _ a / '< 'r. - i . . u - - -„ . _ J , . .. .. _ % ) . . r .,; - . . . j� - - _ a , . 3' - .- t 0 .. _ ._ .. _ . t r . . . r .. _ I . E ARC — ti . ( - �' F - . Q . . .� . '. _ . . .. :, . . . .. . , . . . , - . . . . l . . . . - a -,;: • ' . -11446 . . . ,, 4 - _ . . . . . . . 0.q. •:^ •1.1 Q, ",ek x K!.q,?„r'1:.1«tla K+. f+A.l('„1' ;,d'd ✓ ,*Rrf,4lxa vtlas•7,.,,;a,tel.,,$. ,grl.f _ ., .r . . , �•,6q.,0. K �4M;.Q..1 I 'rs... M"M•aV'ar^Iran*'m,^ •`�"^'�� is_ .i, - d �, - rr>sS.'+L .. t a oa... r '.3 \` r .. \_ . I .. ,, _ - , S - . . , .. , , _., ._ a,antuFr ' ..">'I,n �:r W 4.x n q. .. t b av„ >'t+a 4 - } . -.x . ,•ha. , ,arr r,<,•ax.+r ,.. ,.:.a•,.ffr,, .^., ...... a> M, .4. ,v.rt> t ,5.1, a .a, _ . ,. . . ,,: ,, . ,. f• ,>e1d.,:T ad m ars . ..: : •, a..a ,v:.. .'.,,,n,., .:,. aK w n .. r ..,• r, r « K� . , ...:.... .........:,... : T r4r w % . d,l.`.a.',e.a..41x.!4,.q,'.!ry.e,P .I.,,.Kr •.r.f ..1_ A 'r•` ,a,, : KS.� v 1 ;"4,; rr rM l as.Bf°, Ira, , ..s rvl .. ..r;l"l"r c a. r;•, . pf,u u ��A ' w,•.n w Sad r as.. 'fit.,:... YWnv.R. - - G+t w i,. .,, . .Wr va,.. ,I . k.• ' 9 .. , .� �s..,. roe wo 5491 "Y. „Qn°:. ; tc }. 4 ±a .,`.,,;x�,,,lap,pyM+l•rr� - .. r ,d frQ,la':.f.""-w'A w.•,I.kx oKrr.•4,,.t:,,t#2. '/'M.. , � . e a �1� � ,al#ECPfS d «,yw r.rf: . DAT , ;. ",••I rt>. w f,1 '• a . . E NtAlf ?. . . : .,t 1.6 fi, #t. -+ Po 1.'. .I.F A a a x 1. l nn/\\ np ��r -. - - . �••'a' far.b;*aR s E.a 5 A".`' ,.¢,; ,a _ 'e° . t •.•v `, r �' - .!Q'a9l, ,, • ,.,...... f B n.74 . t pd had 1,1 x ,x.a;�., - s rqw� .. . r, . .. . -. .. .. • .. % . r `'Y .. Y SYa M•f(a>a anml h ;p . " „ ; r .. yvY,K• eatl.'a1.K 1 1#a .. . . - . ' VII�TY`L PATTERN 1 . : >,.".,,.,: .,a." . . . . . VINYI� PATTERN 3 .K a.,.a' . . . ' : x . . My 'TG'anlfi # T • ,• : . • A' Y� T'. 1 r n• .. _ . t e - v •,xr1�t•grlt•I,r _ - - - - _ • . • Q) I a vl v3 i . . - '; _ _ ,rr� ,r -.~ _ I Vl v;*�.,'! V4 -VINYL PAT j ER 4 � � � - . . SCALE 1/4"=I'—O" 1'` �l �:��a ,i aa:a+ti _ 4 Z ! Y r / Q a..1.1 .1 K•lI,1,1; . . •2 �jy ] v`r - V 1. v 4 r - . - '; � �, „a a,,+ . . - . - ` l v3 SCALE 1 4^_ ' — '" v2 `�•i l'' R r, #``1 r; V3 SCALE 1/4.1 11 A , . =1 —0 Q.� V./ . .1 � � : ', VINYL PATTERN 2 . . . - . - . . . � U � � . , - . - . - _ _ E-+ ...� _ . . . � V4 - • . . . . . - I e� c� - . , . 02 vs W ' c� . � �- .. . . . . . SCALE 1/4"- I'-0" l v3 . - . O . _ , . . N . .. . - � I - 1 o � �o a - �' ,. - - . w, . . . . . . _ . _ _ , _ - _ . . - . . - o. . . .. , : .. J .. v' C. - - - . . .�: . - ... . z' - .. . o a _ _ . . . . .. ) .. . , , . - Ww . _ - - � -_ l r �, - . n / ;iv x j - ..- . .. a � v Z -) . - , R; . .f f - - - _ _ , q ` . .. - l - _ mow\+ . .a`f! 't-':'.i H:�r .. . . - �.J - - _ .. , - . _ ....1 '1 O -L. ry X' # TILZ li►TTLRhF 1 TILE PATTERN 2 ` . „rr aP.,14' !"`1r a i a ,,.0+, W%Tq��,�. t. a, ep�gm0ldr6':!1': 1 q;� _"' � � �' . . t X.. wR;�. n Ma"� :I �.ad+�4.[ti w�A+a4A' ,,.;;�. .,� ,.p, +, ,�f t - p � . T • ,ra, a4# , .. w? RESTROOM FLOOR ,j�rr V .^<T :J1�,r` N. L .,^Fu'4"4`:`.a:r.:�r^..4^s_f', 'j,::r,.,f++ .,,.:,.,.':'ra''RM^a^. °a^',^f... .'s." :c,c•... W "• d`"i. 'r:;Y'". .`'VV /?;. : Kiv'-', ,^..3 •.d ".'.•lr x rr. :'! .>:+;.v ;:,:," ,°r✓ , �'}, r; ,,f ,",M - - N>.tA,/l`' ;•1..,.:. .: :'+4ti.: 'r^r.*x r : .a<'e aM:'.rcwa `.••'>' .. . ,�a,:.■r aa,s r s+.,.a• "a Q awaa 68a a✓�w ac ,µ a. ..e,Q a$ r" •: s, x.,v'n c"aa...a.a en..ti a ,zc .;ru .a a,eaS> is m,c a .,,:f: T 1 GROUT G2 T3' r .�r� �y R a, vi' !F� •, Q ' Y K Fa'•gtl ' r �' ,.Ix1a e",►•M rt,�.�!.[. e• x e �a,a:K f"y' It .x .- +., li ,rte,,{_ _ _ - y�`rtSq CMbr�v:441,;F*:��,IK'"�%�+"a, ^f ,Ze;`�,.fi ,t` :Q � _ � - K �;, T 6 3 cn • q o 40 a „'' .- -_ . T2 ES 4 X 4 4 W • T . •fa.ra :.., . - TIL . r. '+- O tJ9 �•-- . r~w�a '.1`�r�" a' 1 TS 97$ < z .o *a _ O o 0 �' Y _ � < � ao . Z X 2 OVERALL PATTERN o a . 0. = O < o � . GROUT 1 . O V _ W - I •� _0 x ALL PATTERNS MASTER-SET 12" X 24" SHEETS ! U _ U z O n. - W 3 = f - . . . - . _ _ - _ - - - 1 .. .. _ _ - - _ W VINYL PATTERN 5r a }.,: Q _ ;t;,, ,. . _ �. . . _ _ . .. - ' _ _ OVERALL VP5� TO B6 CENTERED:;:: ' � BOTH DIRECTIONS iN ROOM:, � " . ;�': . - - .• CONSU.TANi - '.. -. `' VI V4 SCALE, I/8 1 0 _. . - . _ 4 . .. k- - . - - - - _ — E ,,' . . , �# - _. . �' y>r.� . . .. V 3 : .. _ . VS Cs . f _ - t 3• - • . '% . . . . .. .- _ - - _ 1�jI , . f _ _ _ .S - _ .. - .ate r _ -_ , - . _ t{ .. - - i . - - _ ,t,- ._ • . oft .. < - '_ •t:. .. - - .. .I _ - .. - _ - Tom. u. - �; �� . - .. \ -.I L .. .. .. _ a -. _ .. .. _ ... A •T• , - . r �H 4 r - .- .. _ - - . - _ - . r . „ ?t ? �; ..-. y- ,. - _ r ` q - 1 � �1 - r . a, _ . r ti r .. >' :r - . � .�� ... ..,. � _: .. ... .. �.. � .. � a�j .' � '� � :. _ it - -. - - , .. , > c , i _, �r - • . , >, r ti! ' L r, � ` .. ... ., . : .- : is ,+i r +► _ � ,r— - _ -. _r s. t` F t' ^ s F :t z> 5 r - ) .r^ t T • .. •. _ _ , • c r -,r: _ >' , r r. r , I .. . _ .< - f" l .J �'G Y • t ♦ / f i 1 ,� x•r - - ti �. �•.. - '. h: - Y .. .n. y} . . ..J 3. .1. :-� t -•� s < „ _ . _ j rte �y !" - .[ - - - -• >. !. , :'r., w, r .'A fir. ., s .- .- rt . l a.a . >• s ,.. , , �{ -.r +1.- c _ ._ r _ } .r •. vi a ,r . �,.. - r... _ .-. ..,e ..S . �r ., _ . . t. � 5 _ .^ -2 -. ._. .. a .� •E tom{ .of a, _ .. >< ' '� ..a.,. a.._... _,� .. .. .. . . - :v - �"' - ��_'���. �Z-.ea�:1F,. �.il14r•1L. s... a'.. �.. _ ... _.�' - - --'1 .1", >-u5b-> �. ;i71 ,..� -- - �- e_. . .i � - _ s r - _ - - _ _.� .-... �.. _ -....,.o. �. .. yn.•,.�..t •�T _>•" 5 - • �•, �` ARd v REF. CLG. PLAN! KEYNOTES: RM 170. SUSPENDED T-BAR CEILING GRID AT+9'-0"WITH 2 X 4 TEGULAR .� N ACOUSTICAL TILE. OF C m0SUSPENDEp T-BAR CEILING GRID AT+7'-10"WTIT-12 X 4 TEGULAR ACOUSTICAL TILE. PLAN EXISTING SUSPENDED T-BAR CEILING►GRID AT+-9'4"TO BE -JOB NO 95091 PAINTTL)- INSTALL NEW 2 X4 FEGULAR ACOUSTtCAt.11I.E. Z11 SATE MAY T. 1997/ 1 3. EXTEND EXISTING CEILING WITH NEW SUSPENDED T'-BAR CEILING IOL f$E ® GRID AT+9'-4"AND 2 X 4 TEGULAR ACOUSTICAL TILE. 174. EXISTING CEII24C AND LIGHTING TO REMAIN. F)PA`NN 175_ 5/3"TYPE"X"GYPSUM BOARD CEILING AT+s,4),, 176. 5B"TYPE"X"GYPSUM BOARD CEILING AT+9'-0. 177. 5/9"II LICK TYPE"X GYPSUM 130ARD CEILING AT+10'-0." 178. EXISTING SUSPENDED T-BAR CEILING GRID AT+8'0"TO BE PAIAIFED. INSTALL NEW 2 X4 TEGULAR ACOUSTICAL TILE. 1711 4�j 179. EXISTING SUSPENDED T-BAR CEH-M GRID AT+10'-0"TO BE PAINTED. INSTALL NEW 2 X4 TEGULAR ACOUSTICAL TILE. ` 180. EXPOSED ROOF TRUSSES AT SKYLIGI IT SHAFT. W 181. 5/8"TiUCK GYPSUM BOARD CEILING AT+7'-0"ABOVE PLATFORM. Q 182_ EXTEND EXISTING CE(LANG WITH NEW SUSPENDED T'-BAR CEILING Z GRID AT+10'-0"AND 2 X 4 TEGULAR ACOUSTICAL TII.E. ' I$2 f X51:,pt'('(1r/ j7Rt�l�t3�bP w • 183. 5/8"THICK GYPSUM BOARD CEILING AT+8'-0"ABOVE PLATFORM. 184. WALL-MOUNTED LIGHT FIXTURE TO REPLACE EXISTING. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 185. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH AT+8'4)" 186. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL,LATH AT ROOFS�FAMINt�. �� u V 170 187: INDIRECT FLUORESCENT-LIGHT FIXTURE. SEE ELECTRICAL PLANS Z V 1 •"'�� FOR ADDITIONAL INFORMATION. U. o S 188_ NOT USE Q 1 2 O ,� cd oo S 1 M 1 � 1 u 189. 8 4 X��SKYLIGHT. SEE SPECIFICATIONS. 190. 2'1 VEtJT SC FZt�17 -prT J `q -- — — LEGEND- n � 2' X 4' RECESSED FLUORESCENT LIGHT FIXTURE. ti- l SuppLY/41R j I AN c01 1801 r—� 1' X 4' SURFACE MOUNTED FLUORESCENT LIGHT 'z FIXTURE WITH LENS. �� r a7 c► _ - - RETU IBJ A►R GQI LLE s� Mr✓r.+i. taa tI �.• RECESSED DOWNLIGHT. "t ,:L DctT U GMT, sm=- FFL;_=C11R1C^L PLAN <too ~ i° NEW FIXTURE IN POSITION OF EXISTING FIXTURE- `� U P W S SO. GEI LI N6 MTD. SRG4Ke21� ELFrlT?��4A-PLAN - < W �� S •� `u � «fi � P..1 00 �� ��• - �` ALL MOUNTED.FIXTURE. Q 40 ALLOWANCE• ' a z co�� cb_► _ 1. PROVIDE A$1,500.00 ALLOWANCE FOR P fez REPLACEMENT OF T-BAR GRID SCHEDULED -- a 1 o 0 o ® Ch TO BE RETAINS AND FOUND TO BE a T_ o ?v - �$ �� DAMAGED OR OUT OF LEVEL. WORK SMALL W �� BE DIRECTED AT THE DISCRETION OF THE W a . - - --� ; OWNER_ � U - v " . �J = GENERAL NOTL�4 �, C 0, 0 • _ - n175 • . -- - - 'L PLANS FOR ADDITIONAL r. 17 _ BVFORMATIOAi Z 1. SEL• MECHANICAL AND ELECTRICAL Q. PATO WHERE EXISTIPK3 WULPMENT WALLS ARF A`' Q ao a ILCEILTNG ,ITXTU , RES OR r - - - REMOVED. SU5PRIt)W GSILINGS 51+^LL CoMPL_Y WITH LJP.�G TALE 2a�� 16-0 16-8. _ . PET/►i 1... 12//+22 Fes- `�1� N t�N 5'f' 'T. �►1. n171 4, sty CONSULTANT _ 5� �-,1-• I �G�T'S Y'J!T}•IlN 'Ne I-FIR- G4WFJ�fZ `� T_ O T-irS _ > xL� UT f � a x" -; � 'N �� ,EYP 13th �x?/t; �j•+� NOT ES, LEGEND CrrY OF RAN CIGAR Hort /1PPRdNED 8r:' 1 . '- mEwmmDc9D a CITY ENGINEER RCE - we�crow sQr .-cr .. PFA=sett E4FLFCTED 1/fr+ 1'-0�, 0 REVISKX+ DESCRIPTION►; oology atm CEILING- O�IiMtDF M�'1101R0 _ .. .... . -_. _- _. r-.-•-__.. -- _ 7- _ - _.-... . - - _-- -.-__ .. -.. -. _.._ .... __ __ r - _,r. + . .J.M-. .- _. . .. r r.w f.c. Yr.W�MT - _ .. _. . .. - .. - _ - _.!Y -__.. _ r ROOF PLAN KEYNOTES: �s�oAR�y,� Q 200. EXLSTING ROOF HATCH. . 201. +$'-4"X 8'4"SKYLIGHT. '*' 011446 - 202. 11446:202. F70SM4G EQUIPMENT SCREEN TO BE REPAINTED. � REX- 203. -203. EXISTING MECHANICAL UNIT,TYPICAL SEE ' OF{; MECHANICAL PLANS FOR ADDITIONAL ROORMATION_ 204. NEW SCUPPER,LEADER BOX,AND DOWNSPOUT TO f MATCH EXMT04&. 509 JOB NO 9 205. EXISTING SCUPPER,LEADER BOX,AND DOWNSPOUT TO REMAIN, DATE MAY 7. 19,07 206. NEW ROOF. SEE STRUCTURAL.PLANS AND F)R N uN SPECIFICATIONS FOR ADDCTIONAL INFORMATION. 207. M"INC EQUIPMENT SCREEN TO BE REMOVED. ` _ i 208_ NEW EQUIPMENT SCREEN WITH THROUGH POSTS AT 6'-0-O.C.TO MATCH EXLSTi NG 3'-6"MINIMUM CLEAR AROUND UNITS w 209. NEW MECHANICAL UNIT,TYPICAL. SEE MECHANICAL PLANS FOR ADDITIONAL .. „ INFORMATION. 110. EXISTING ROOF CRICKET TO REMAIN. 211 EXISTING ROOF CRICKET TO BE REMOVED AND REPLACED WITH NEV ROOF CRICKET AND 2e5 ROOFING • t 212_ maFm4G ROOF CRICKET TO BE RLTwOVED AND 4 1 REPLACED WITH NEW ROOFING- 213. OOFI NG.213. NEW ROOFR4G,PATCH AND SEAL TO EXESIING Nn t ROOFINGU cid �\ 214. EXISTING ROTARY ROOF VENT TO REMAIN. � !� 215. EXISTING ROTARY ROOF VENT TO HE REMOVED 8 AND REUKATE D AS SHOWN. REPAIR ROOF OPENING WITH NEW ROOF SEETHING AND SOUR BLACKIINC AT ALL EDGES OF NEW SHEATHING: ` PATCH AND SFAS:ROOFING. Z O /. 216. RELOCATED ROTARY ROOF VEIN- 217- FRAME AREA DEAD FLAT AS AT EXISTING TOWERS. "l PROVIDE NEW ROOFING- ►Z u M 2� 218- NEW CRICKET WITH NEW ROOFING PATCH AND O 14 ?A3 _ f SEAL TO I)CLSTING ROOF AS REQUIRED �{ >1L 2 - `�. 211 ' t 219. NEW 24 GA,G-L COPING AT ALL NEW ARD EK IST.WAL-LS,207 O 1 21 20f wo Cl f1 121 0L, 1. PROVIDE A$3,000.00 ALLOWANCE FOR �•i„� NOTE: REPLACEMENT OF DRYROTTED ROOF I--i J L 116 SHEATHING OR SIMILAR ROOF FRAMING �1 W �N � - �• 4 _ _ _ _ - � _ _ MEMBERS DISCOVERED TO BE DAMAGED. 2. PROVIDE $2,000.00 ALLOWANCE FOR v REPLACEMENT OF EQUIPMENT SCREEN 21 ` = SHEATHING OR FRAMING DISCOVERED TO - E GED. 8 DAMAGED. v 20� uj 2E W o -� l > 0 C4 1, Q Z v O �_�_ f O p / - IMM�'lNI+FtY a Q P Q - • WU ~ 1.-a N E 0= WAf"-np F ,sr nr .M,DwKt 200 1`1 W a ?J 211 U - v ` , qG z O= �- Li Li _ 2 '-,-)NSULTANI NOTESi 1-4 C" OF RAh"G CUC4MONGA Aolrt APPROVED BY CfTY ENGINEER RCE: > a �T aim N1N1I oiv1� 11�1r` DAZE _N>I r U� T-(r a REVISKW DESCRIPTION 1Ea1� cw i 22., zo _ 22, T'� ��Ep ARC �(j F - ILI C-1I"G DEMOLITION ELEVATION KEYNOTES: --- — ------ --- -- — — _ I- - R+. — — — —— — - — —— — — ——— --— — — —— — —— — —— 220_ Cr COMPI RAMIc TILL 1:3AAw U�AND WOOD.T1uM'1'o 13E RrMuvt:ll cuM1'LI�I I:, �. TYPICAL. 22t• [DQ TYPICAL AND DRYWALL SHEATHING TO BE REMOVED ! ! 22Z- EX1SIl' � T WM X( OR PLASTER FINISH TO REAIN,7'YP[CiAL_ r/tTGF}'I-�9C'n.1 RE Thr(n 1 ZAI R AS PENN I Ren. JOB No 95091 T 223. EXISTC. , PIASTER SCREED TO REMAIN. -T -- -- as 224. STOREFRONT WINDOWS AND DOORS AND WALL TO BE REMOVED DATE MAY 7. 1997 COMPLETE. P2 F� 225. CONCRETE STAIR TO BE REMOVED COMPLETE SRA NN 226. NOT USED 227. EXISTING SCUPPER,LEADER BOX,AND DOWNSPOUT TO REMAIN. 228. REMOVE EXISTING_ SCUPPER,LEADER BOX AND DOWNSPOUT COMPLETE. 229. EXISTING ELECTRICAL METER ANDSWITCHGEAR ENCLOSURE TOP ( REMAIN. i230. EXISTING SLUMPSTONE PII.ASTER TO REMAIN. . . I {• j; iii rt' Z 23L SLUMPSTONE PILASTER TO BE REMOVED COMPLETE. 232. SLUMPSTONE PLANTER WALL TO BE REMOVED COMPLETE. Z cd LI 233. LIGHT FIXTURE TO BE REMOVED,TYPICAL EACH SIDE OF DOOR- 234. OOR234. LIGHT FDCTTIRE TO BE REMOVED COMPLETE_ 00 U cd I!!II ; ;11 235. REMOVE TI-11 PLYWOOD SIDING,DRYWALL SHEATHING,AND OTHER MATERIAL(AS OCCURS)TO REVEAL WALL STRUCTURE. ViJ !! #' I{! PREPARE AS REQUIRED FOR NEW WALL FINISH- -- - 236. REMOVE PARAPET AND ALL WALL FINISHES TO REVEAL WALL r STRUCTURE_ V 1 ^ . - - 237. REMOVE ENTIRE WALL.INCLUDING BOTTOM PLATE. SEE w O �•1 wAnst STRUCTURAL PLANS FOR SUPPORT OF EXISTING ROOF. r_ c 238. REMOVE DOOR AND FRAME COMPLETE. C 23 239. REMOVE EXISTING GRAPHICS COMPLETE _ �' ,. „• ,�, - 240: EXISTING EQUIPMENT SCREEN TO BE SEALED,PATCHED ANozD � REPA ITED PER COLOR SCHEDULE. O 5 • 241. REMOVE EXISTING COPING. 242. EXISTING GRAVEL STOP TO REMAIN. _ NOTE: REMOVE ALL PLANT MATERIAL WHICH HAS ATTACHED ITSELF TO cd I T'fP THEBUILDINGr0 . O Z Ilk QN 1 : t. < � o Nortft _ o � 2 J 230 � U 01 t 6U H U � o � L- 40 - 2 00 � < Zaoa x0oo 2 i; 220 < o 0- cc 4 , +� i^'.EI .'d�f` • l9�t ' 3Z•1] V 9 3r1:? W J x Lill.__._ b — Iii Q *- U '- -- - 'rr-4 i 30 P - U m Ck Q i - - _ - :: _ -ONSULTANI South _ Fly l;i F-5 11 F34 2 Pali NOTES C" OF RMCHO CUCMONG& APPROVEDPRONEO EER r RMOMME M VC. Cf1Y ENGIN E: 3usmwn N s1+EI!<T- o__.__ : rr oltt� r+� I]A71E or '." = 1/ ` REVISK" OESCRIPflOW Comm ars► DEMOLIT[O OR EXTERIELEVATIONS .y 2y 2 To.5. 2 2 26 '2 E ? � : •• 201 � T.0P 2 EXTERIOR COLOR SCHEDULE: AR 7 EXTERIOR PLASTER LA HABRA X-12"CHABLIS"OR PAINT lop EXISTING TO MATCH. G11446 -- EXTERIOR WOOD: FRAZEE#180"SAND DUNE" FEK SLUMP BLOCK MASONRY: FRAZEE #7782W"PEACH BEIGE" OF CA��E�� _- - --— - --t- - - METAL COPING, TRINE _ HANDRAILS, AND --- -- _ SeUPPERS/DOWNSPOUTS: FRAZEE #8055D"POSEIDON'. J08 NO 95091 EastEXTERIORMETAL DOORS GATE AND FRAMES: PAINT TO MA MAY T. 1937 • 2S I '. 25 t � - __ MATCH ADJACENT WALL - SURFACE.—TO F1 !�f?AVVN _ 000, C) �U_SLi. rw Fit z cd - - - - E---f WestIL z ELEVATION KEYNOTES: O 12. 230- NEW CONSTRUCTION- 260 2 �`(� _ 231. LOWER PORTION OF EXISTING WALL PLASTER FINISH A C EXTERIOR PLASTER FIMSH TO MATCH EXISTING � - - � 2 1•. - 252. SLUMPSTONE C.M.U.WALL,TYPICAL. ct rj -- ;x ;x % s I �i "- --- 253- E3CTER10R PLASTER FINISH TO MATCH EXISTING PLASTER FINISH h — €,o- d P i i+ _� 1. ! 9 BETWEEN 7'-0" �•—� J . r I E! AND 8'-0"OF EXISTING WALL . 0 C) ,e y — -- --'_ � I 1. 254. CERAMIC TILE DETAIL,TYPICAL 2�i122, - -- - - -- ~ 255. SLUMPSTONE C.M.U. LANTER WALL WiTIi SLUMPSTONE CAP. ~� w Ljow -- 256. STOREFRONT FRAME AND GLAZING TO MATCH EXISTING _ -_ — STOREFRONT TYPE. ty, 237. SCUI'1'l'It.LEADER 130X,AND DOWNSPOUI••I.O MATCI I EXIa'I-ING. n --- '~ { 258. 1'LAS'IER SCREED TO MATCH EXISTING;TYPICAL. NOT USED .a 3 _ 260. NEW EQUIPMENT SCREEN TO MATCH EXISTING. North261. 4'-0"X4'-0"STOREFRONT WINDOW. STOREFRONT FRAME AND GLAZING. . - • NEW 24 GALV. I c�NG, T`(P AT ALL 9<15TING WALLS, < U- -- 263. Nt✓W 5TLiv MoUNTMn MET/�L 51esN/��, ' - `rfft CD- - 257 23 3 25 4 2 < 4c Z o :, a o 0 --__—• �� tyddS rfv:' i F�, ,�t w: C T d,'; I"d.E!! Q. 0 O Q - _ --- "a W V - � • 0 -- -- -a - _--- - I w f'+ Z _7 oil ' f < �p Q _ . _ -- — C ONS ITANI South NOTES OF �00 CUC " �1— % C1W ENGINEEWX ,E ERIOR. ELEVAT, or • _ tit tt�t! Tfff R _t__- 77P 10NS - V6'=.T� _ •� - DESCRUnM - • - � Appramm - � v . "fit.• '.j}_ .:-. •' ' ': :• ... ' _ '• 'x- .. ttw .. _ •. .. -..�, �• _ .. .. .. ._ DOOR . SCHEDULE D R FDoor Door- Door Door Frame — Detais Window Window Detaita NCL,'_ Siz• Type. Matt Allah _ Bead Jamb Si Ndwr. Remarks _-- Symbd Size Matt Type Glass Remarks * 011416 Head Jamb Jamb Sit Ptz" 3`-0" x 7`—Q" F AL qi 2 5 r '�- •�-oux +'-DSI MTI- %-" wi►� �L gaS V1510tJ 2 PR- 3'-o"x 7►-0µ �t SG MTL l4 2 R a 3 31.0 x7 "m H M L cap L _ ` ¢ 3'-0" ,► 71-0" A SG MTS ! �- R � —9:10ft7w �pc�t� -)a No 95091 h*w L(, C'Rw 3 7 - SC MTL 3 3 S u Fl6W SOI,Ip rT� 4 I l 'mss H fT4 � H►� OAP- , �, , u MAY T. 1997 = Vb"e_" � ( �� vsN R IN �rx1 sT1N6r G 3-o % 7 -0 G 5 G !tet T L g R 9 SATE Q �- Mit- - .� t"f�A� M�r�.� p�cMa _^ 611 01 7 3j©" x 71Qµ C SC MTE. 6 S I)RA`NN 8 3`-0It x7�-0 I H HH YM 7 T F� 3`-0# r -7 runt lS SG MTL_ $ - 10 31-0�, s ?1-011 A SG MTL J ( 23 I u AL AL I P T A vlsl B Bc - I 12' 3 -0 " 7 - o A SC, MTL l 3 PR 3'- Z'! s 7'- o" DE SC MTL rT� PR 3`-o" 7'-0" F AL AL. r NSI moo►-ice Merril_ fJ l s e'�`R f g 3'-G" : 7 -O u Sc, MTL ' ' l4 - • I I 1 r-1r cs wrr t rz '044b firm aw , c�r� rte MeT^ I N RaF� ! 3`- cl 0" " T'-o" A sG M rL r } b Mme- M rJ 3 L u �o V 17 PR 3`-0`� Y 7'-0" d s c MTI 13 t1 LS PR 3'-2►` ALt AL P4 cl '�' rr ll V - - 11 P R 3 -o" ), 7'-o" D MTL- ax u 20 PR 3'-o . 7- SG MTL G� U �••f �� 21 2�-ga x •7t_p,e A S G MTL l� � U ~ � - •--� (� �tai�B,} 21L PK 3'-0'' x 7'_Occ �l sG ,ITL l+'A�3 3 Ip �'� 5 �Tl con oV 23 31-0" )l 7r o" A Sc MTL 1% l w V � sot.ro cage I�uc1s-r1 Nb o'U.dhl , cr 1 ,1 m M N M /�n� 15 'j' z u W � A 5G MTL 16 R 5 , Mot�LW AMP 2� 3.O x ?-C? I+!- Nc) Z - y p !►� RE, SFt NOV µNt� 31-011 x'71-o r' A 5 G m TL '4i % 17 �, s N ~ F�°F�S r o o ��! waw res. 27 S-0�►x 7`-011 A 5 c tic TL 14 N#• - z (7 v Z8 3'-O" , 71-01 A Sc MTL ( � �' 3 14- -3 ¢ FZ. Qa o 3 J `+ J • � F-- N O W N V ,0 F- W Q &) 4 • DOOR SCHEDULE REMARKS LEGEND: WINDOW SCHEDULE REMARKS LEGEND: 'TINMEL�( 45&4r,1 , 7 a t�4't?lo A 6Ew My � ` z °° Q E-- — YOC> � =PROVIDE PANIC HARDWARE` G FIXED WINDOW FRAMED WITH GLAZING SHALL BE LISTED AND < P (> R=APPROVED LABELED 20 MIN: DOOM FRAME AND HARDWARE FIRE LABELED�<HOUR FIRE PROTECTION RATING. TIMELY METAL a. _ o Q p W ASSEMBLY. PROVIDE SELF-CLOSING DEVISE_ FRAW WITH�< WIRE GLASS- R'E W x DOOR NOTES: U7 UNDERCUT DOOR 2 �• t�-'�' � - " 45Nvr4, x = oTww `.. i. ALL NEW DOORS-AND FDC,D PANELS SHALL BE 1-3✓4'"THICK 3 = W ALUMINUM THRESHOLD F=EXISTING DOOR AND FRAME TU BE REPAINTED. 2. ALL NEW-SOLID CORE DOORS AND FIXED PANELS SHALL HAVE OAK _ a Q VENEER AT BOTH FACES. S :PROVIDE WALL SIGN PLAQUE ADJACENT TO DOOR SEE PLAN FOR LOCATION!- COP 3. METAL DOOR FRAMES SHALL,BE TIMLEY PREFINISHED STEEL DOOR Y SHALL 13E AS FOLLOWS- FRAMES. _ C ON&XTAN l - A , i _ D)It 2z BROOKSIDE ROOM - 4. ri Olt 13 FWD"R(K)W- 4- STOREFRONT DOOR GLASS SHALL BE Yo THICK TEMPERED GLASS. DR T GUASTI ROOD i FRAME FINISIf AND COLOR TO MATCH EXISTING STOREFRONTEft: 6 OPIC'I ROOIv S' ALL EXITS ARE TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE DR. I VIRGINIA DARE ROOM! OF A KEY OR SPECIAL KNOWLEDGE. DR 26 MEM i Dit 27 WOMEN DIC 2.5� IANITOIR 6. kLI,ROOM SIGNS SHALL BE MOLII�iTEU ON THE WALL.ADlACEN'T TO D1R..23. " STAB - - T�DOORS LATCH SIDE. CONFmm LOCATION WITH AItCH�T =. OF PvANM NCA- ABLER AC RESTRO%*DOOR SIGN- T. DOOR HARtJWARE SHALL BE LEVE�t TYPE A'�PASSAGE DOpRS. SEE- �=PROVIDE DIS CFS$ S - APPROVEO 8Y: j �oowaoEa . SFBCIFICA'1t'lON SECTWN OR?10 FOAL HARDWAIM SPECMCATI©143: CITY ENGINEER RCE EC 1010 SHM, AT,DOM TYPE St;AND Dlt, M0V=GLAZE.VLRION PAY=.(W. lrrtltl� it t SQ(TARE $IIK E,AL ,. Cii SI�IAtt.B! Pno�act wesc CI AAXAND COM MY VAM L>' C: _ - _ _ SAr`• OAi>E K GATE �'� —� FF a . REVIS0+ DESCRIPTION!.-- i P. . y ENERGY COMPLIANCE: FINISH SCH - - �aSEfJ Aacy�TF Roorn �v Q�� t.► • ! ! - Nuftw Room Floor ' ' 4e'tot �base 1A�'alts Ceiling Remarks * -11446 L.1 o NS PA-9-T ./a T nAr= Z RK to tEcrAooREsa - -- G— 6-q Z , ff � PIHNdPAL DESIGNt'A-ElfVELOP[ ',` O V ^��� OF C pt1 TELEPHONE t3 q P«.nil r Lit Z' DOCUWNTATONAUJTHOR PtT �S ' 909- %0 -136 t Z TELEPHONE. Chw.fte b1#DW* n z AQ*owV w- � t^ � � � D _ }O b— 1108 NO 95091 DAT7On?Ft7:77 BUIEDu !SAT MAY 7, 1997 CONDITIONEDPLO(JRARL°A Cu*AA7EXONE EeuDTYPl9 9 L S z p) _ r 1 Z )PA,NN NOWlEirOENflAL Hk3N ftraE RESIOENTIA✓t Q MOTELJIMOTEL GUEST ROOM (� P 1Aat'_OF CONSTRIXTtON 0 NEW CONSTRUCTIO01 � AWMOK ALTERATION � UNCONOITICNED (Fd*AffkW4)MET `} U { r� cc i HW MrVBQ/E Q COWONEMI' OVERALL ENVELOPE Q PERFORMANCE 100 SAL-L�RY �At#✓5'� Vr g p vs3 t:OM1h.1/WCR v� f . P�¢ °I �D Loll SEE N 0-� Z FyIZ I"L� SEE NPT 3 Pi WALL Certlfiwte:it Uses the : 101 �Q�V� yPf B dZ tOI-vl, SEE N OT-E 3 Fd(`L WG 2 Compliance bnNdlrrp featares and performance specifications Headed b comply with Title 24, I O'1. �'�T�� V(o �3 1 spa rnd d of the CaNf6n+fi cad.01 Re�datlons.7Ms Certitlute a ►MGI g.p SES NOTA 3 PIS yyG I ppm only to buitdlnQ envelope rcgl:irements. r The Prt "� Deefpner hereby Certifies that the I��J �T 6'� V f B P2 D gl-o y w docu n ds.fs Consistent with the atm �"fi"Q design represented in this sat c!construction CompusnCe forms and worksheets,with the specifications. and with any other Caf+datatlont sulxnftd with this Permit APOkstlon-The WOWWW WgdbV hes been designed to meet the envelope- `� I O S�'O�At V� g 3 0 N M**01rortts Cot Wined in sections 1.10, 11ti tMaph}1tl,aha t4Q t42. 143 or Ilii of Xltle 24,Part!t,Chapter t� �.. P12- log �� O :. _ ACTIVITY ASM v F I ase rhectt ons: 1 P ►O� AUrIV1 TY I t+.raby affirm thaE t t11+A.!biere order the p P I �►�N 1.� ,� Provtsioltt of t)ivistort 3 of the Business and Professions Coda to sign this �.! document a!the Person responsi4ie for its 107 Gf�AF�'S `v t—�t preparation;and that!am a chit e.>ginser a srctrilect: ROOM 3( P �!1 t^t undeE the e t affkm that t am xamptl�,n to Divisba 3 0l the Business and Pmfessians Coda by SedL,n 5537.2 0 I O$ 0 ��` GT{ ;5 D r �el>:rllesa and PnNeasiana Cads to sign alis doawnen,"the . l a� ' person responsible forks prepsralion;and that I am a� _ COMMi 3d""paring doomunla w wait that I hawe contracted to perform- l ell, U HtPHON t ache- iter!!1 am etipiit>k under the'sxernplbn to piWston 3 ass and Professions Code by Section r E 81 of the CU. ant u Me I I 0 �( l t,, -m t,.t. ,� �-�- W101 pf.penitlon; and for Iba foNowirg reasw: Person resporls+Ge for its 1-1 T p( 3 � � Pftarctp4 VAOEL 0E3lGWN F-NAwE GT! 3 P 2 P`LST A �► P lT A-SS ticNa OATS _ o zr_ PSI ?Z. PZ 8,�r - - F""'f j' Indicate Wcaflm on plans of Note Stock 1'or Mandatcxy measlx>y 114 I��1 ' Y B I p P ! , — 6� �� U — - • . I w'r'y V 3 P C� VY w C Ira I�C� It vP i C Fcr d�taiid lnsinxdans o1►the use Of""end alt Ener E 148fWa1 published tris Lha Caftmia Energy Canmissio& ��titsndards compliance forms.please tater to tr {Yonraaidantist QV I O S N ENV 1: Raquirad oa Plans Mr ON submittals: Part 2 m ee � � 7 �(,;�. y ( 11 ey h+eorporsted in schedule*oa plans. f31 pZ per. P� . -� ENV-2 Used tow aif submifts;choose apprapI'Mo yet�sion dept an ntNhod of envelope eomptisaca ODtlona/ Use d default U-valva are not used Choose appropriate a tRx prtete version for assembly U vatw to be,ca.:Meted V `� Nbrwe�de+�r Gow�fnc•foe" _ ASSEMeLT MAIM Ml ULATM"ALUK TY� V t. W�1,M1oot 1 LOCA h0.R-te,R-ZZ eMrf (09.tsedr. WI» (W NOTE TO 3 W LL-1 1 �► 8 � _ v.x+15•ek.1 Ftp - vJA-Ltr- 2. t d t ti P R.�D�-2. 3 S: 6. r3c.t I LT —k P WAtW-3 ROOMFINfSH KEY MATERIAE. MA"ACTUFiE PATTERN COLOR g� vro ViNYI_ TI t$ TAR1cETT KIEYST,0 3 G 12 X12.X REMARKS 8 3 TCP tiA 70!t' ;BL�cat ,o CTt CARPET TILE INTERFACE MARRAKESH 16221 An MMD 1717 MOORisit 1Z!-X 11!' - - - � �+ VINYLTILA TARKEI I GLUE DOWN,2eOZ.^OfSTh�QIV Wp NOTE: ALL INTERIOR FINISHES MUST — Q sa6++A�s TI,Ru crus a+T MAT.eolre 12 x 1x x tis - - COMPLY WTI'H CHAPTER S OF TIS `•`J " v W2 NYL TILE TAR1fETP ?QMTONE-TNRU CHI► 4415 COPPER 12 X 12 X 1Ar'" --- va vu+rL TILE TAllKETT U.B.C. WITH CLASS III FLAME "' a vi- V�Nr4.nCk TAR-K__E - R TH u CHIP 5212 TEAL 12 x 12 X 1lP KEYS7jN�THRU CHIP s42p BIDE BEREN 72 X 12 X 1/Q VU1rl TILE - ---- BVRCANOYtie=--- - SPREAD RATING CD e 9t TOP SET g�SE BURKE - - (]KIlYI1�iLIM)FOR TOP S BASE 56" owrk CBel" _ ------ A-3 OCCUPANCIES. Q r USI:WRH VINYL TILE NASSAU SEA 4- C _ N1UAI 4 1/4 X 4 1/4- GS08,4 GI CAR 111NDOtN IlAtlrt 114 Oi Lr-V z °° o AtJ1E F11At11E TYNE lUt"r1d1M01l- ONEIMYrrllet QtA2MIQ TYNE- NOTE'? - ---- ---- �2-CER/WIC TILE DAL TACE 01412 PET (- Y O � 1Alllldsw.l} /Arte- tY[TAL,.yIpOp tECT4 SHAD[r CREW - - - - - - - - -- - ---_ - - --- - ,-� MUSTARD - 4 1%4-X 4-1/�' GIGS& ^- ' hXDO W_f ! (•e-Chm.Tlifto _w CERAAMC TfIE HIE O7z77 GRAPIE i lu-X t 114- ---- Q o 0. E T - _ TILE SHE.II '4 lir X l Vr MATTE 0. = OaoP I • 3 M M TA•1.,, i�ias�uc TuE `ate�1 oic;�5 P r-A-i►r�`-- i X i MATTE - r; N4 YES . solr 'SR�d= COeJIITBIUE X�--�2-- - DAL TILE OIQ3�► - -- ----- - - W U r ' GROCIT MATTE M06/11C T1(F TA47Q 915 UGRr SMOKE j;ejeINT EPDXY W y, TEC TA810 9iD2 tVDRY Q p S COP" 1�"JOII(7 UNs.WDED —--- 3AP IRE 31s- UNPOC_t3HED_ U - U " •` - SUpF O IMMNATL LAGOON Wtp,.e� �� MATTE 3 . lAOQ W�uM s 51COR AIr APIOCJR MATTE U F- v,uNrF !GE Sod sPAaxIE FwIBFt _ W Q 041 WHITE UZvaa - --- RESTRI�i i K1TCt1EN SEMI GIOss " PAINT 8724 CLAY BEIGE CRVA - - - -�_ ..- - - Q. Q ao PAINT - .. - .. Ac I zeN BURclJwor PAWr IRv>i lOw 1101 -- PAINT C a04e LRV I1 1MAi LCOVERIN IOORt7SF/Vt pE 1, 11111111 !LRV 64 SRT s - _ sez+-rix R ' s4=iii►il�ioll ___. INS L ONSULTANI RN eelaE w ----- -- - — - H FOR T BAR C�ltIr1O - - - BG NO'R7 ER - _ Ie'RANOO�- .. • . . N � 1y-RAMOOI� ,_ erlPLArCAelilE� _ a - -- - _ - �, _ TRI10E11•MID _ _ - - - - - - P- TAMA P(?lr al/wilb Ia U�2s1? A 1 CJKE.PANH ARc COY GEOMETRY/1> t i;P 11RE-2 __ .54- Ilr v 7. _ - REPEAT 2�r N x a - - ---- - ellK�ftrAs�! tri 11-VwL� PRAM T1►/Wlow a1CYL�R11A7t±AA< ___}L_ _. - •.- v / t> eR af•M/MIR ds.y Q.A E FW-3 a E Fio01� CTA��OCC JR R - r KAA Au IEA► - — - --- S�C j- a .2 -f t�IsfJlts�c� CaKR ATX5N r-aR _ - - - --LOW-F_ i.O W E r►3 aA Ail A CJ�lINliti !A Aa Pono ON ELEVAT101r>< t; kyr OQORS.To PAI Els p-�yy-jRE - - i . O � W�0� J APPROVM - - - tt r - r; IF CITY EtVG NEER - q, Y / / .k' • ,� - - . , ,a RCE A - 3lNeet=6 star NMr..A1rn+111c«.o bn..Pa„w - r �OF— REVISKW OESCRIP'flOPk tx�lolr" t�nr v � r AR • - INTERIOR ELEVATION KEYNOTES: * C-11446 270. EXPOSED EXISTING ROOF TRUSSES. F 271. FABRIC COVERED ACCENT PANEL WITH WOOD FRAME. ' \� t 272. 5/8"THICK GYPSUM BOARD WITH FINISH TO MATCH EXISTING. SEE OF C a� FIN1SH SCHEDULE FOR PAINT COLORS. r ? 273. STOREFRONT FRAME STOREFRONT TYPE AND GLAZING TO MATCH f}LISTING 15 274. FPLASTIC LAMINATED STAFF SERVICE COUNTER. SEE FLOOR PLAN 106 NO 95091 DEPM 275. HIGkYLOW DRINKING FOUNTAIN. SEE PLUMBING PLANS FOR DATE MAY T, 1W. Il[ / P 2 ADD[WNAL INFORMATION. / f �Y�AINN 276. SOLID SURFACE COUNTERTOP WITH r SOLID SURFACE BULLNOSE /y FI t 4 0 I 6 . s LAMINATED COUNTERTOP w[TH 2"SOLID SURFACE4 P3 PLASTIC � � 278. 24"DEEP FULL-f[EIGHT PLASTIC[.AMINATED CABINET WITH ADJUSTABLE SHELVES AND LOCKABLE DOORS. �I 279. DISPLAY CASE WITH WOOD TRAM. �( ' 1V i � ' 8[ 2811. AI?1lIS I Alil.1;('LliAl(•l i�.Ml'1?Itl•.1I IA.AS!t`NItLVI�,ti. Z 281- SLIDING TERMPFRED GLASS PANEIS WITIt LOCKS. 9 282. KNEE SPACE. a znZ cd- 273 Z7I North 281 rX13TIWf WOOD TRIM 1.O BE PAIN 1<V. SIT FINISII SC:lQJH1LE. 284. EXISTING CURTAIN_ 285. EXISTING CURTAIN TRACK ENCLOSURE TO BE RE•PIN151tE V.SFE r l cd RMm100GALLERY FINISH SCHEDULE a 286. l 1/2-OUTSIDE DIAMETER PAINTED PIPE HANDRAIL MOUNTED AT 3i'•ABOVE RAMP. { V/ 287. RAMP WITH 1:12 SLOPE. 0 Poo 288. 24"DEEPPLASTIC LAMINA-FED BASE CABINET WTIIi PLAS'fiC Z � � LAMINATED COUNTERTOP.SPLASH AND RETURN. Wcd s 289. 24"DEEP PLASTIC LAMINATED BASE CABINET WITH PLASTIC f LAMINATED COUNTERTOP AND LOCKABLE DOORS AND DRAWERS. ' z U 290. 12"DEEP PLASTIC LAMINATED UPPER CABINETS WITH FIXED U SHELVES. � cz P 2 P2 291. UPPER CABINETS wrH FIXED o SHELVE$AND LOCKABLE CABINET � 292. DRAWER,TYPICAL. 293_ FIXED SHELF- T� cn 294. TOE SPACE. 295. FIXED DRAWER FRONT AT SINK. z O � � oa N � 296. OWNER PROVIDED KILN SPACE. 297. EXISTING FIRE-RATED WINDOW ASSEMBLY. 1 .s PZ SSl 07 r 298. WATER CLOSET,TYPICAL. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. - LS 299. URINAL,TYPICAL. SEE PLUMBING PIANS FOR ADDITIONAL 3 O \ INFORMATION. 300. 2 X 6 OAK CAP WITH EASED EDGES. SEE FINISH SCHEDULE o L4- _11 301. "ITMEELY"FIRE-RATED DOOR AND WINDOW ASSEMBLY. V_ L 11 1 .. C�i4pE ►^� 302. CLEAR.TEMPERED GLASS PASSTHROUGH WINDOW. �- c 276 [274 F2-3� 27 301 East 303. RANGE_ SEE SPECIFICATIONS. •-' c r.fes 304. REFRIGERATOR SEE SPECIFICATMS. j W NOT t�cp c RM!w, 100 E CONT"D. ''� � 306. PAINTED C.M.U. SEE FINISH SCHEDULE. � Q rr o g VT 18"DEEP PLASTIC LAMINATED COUNTER. CP) ►- ) � - B , O c t <. Z con 301L LIGMT FIXTURE O o c> i 309. MIRROR OVEN SOLID BACKING. a o c r o Q 310. 4"SPLASH 0. M O < o 0 U W 311. FXISTING MIRROR TO REMAIN. PROTECT IN _ U .. PLACE. (� oG = O 312. PROVIDE"TRAP WRAP"BY BROCAR PRODUCTS, w 3 = 1240 TO DRAIN,HOT AND COLD WATER SUPPLY Co U O = LII�lES AND VALVES. f-- n Z. i 7// , Q ao of �) t� f <_ONSULTANI g lu rr [ . . ... �� /0' s =C ku I S51 // 3 NOTES CrTY OF RANCHO NCS i B L 5 2 w / rocoMoom on O APPROVED BY,. , s CITY ENGINEER E: 53 2195 � TION WELT `r c�-. r 277 27 73 .7� SOUS � PROJE4i.T >iNW or wn By Cox RK. 100 GALLERY WEST CONT'Dw�l a REVISION DEscRIPnoN wP aRa Mow- IF y 0 1 ARC,y�T 30 411446 101 = Of CAI�EO� P2 -C CNI 3NO 95091 P2 _ D,,�\TE MAY 7. 1997 �1 PDRA`NN 4 � P4 � ii ii = � � i� P3 - 0 co P4 P _ 4 P3 �I BI � o 29 South �7 WePiist RIV . 100GALLERY U CIS-� U $Z 0 Cd WALL, 'LOCK �r - 7 F--i oil Q 001 O C� - of• 2 .N.. C) 'y W RM.. 100 GALLERY WESTLU N CONT'De C9 o a a z GO e E- — xOoo 4 o0 OQoo v p ell z f P2 N � - C o U • c�- Gl. Q eo at 1 <.. CONSUITANI L3 L s51- L5 P2 252 P¢ - ad lap04 a- L5 - OF �� CUCMONGA L4 � APPROVED 8Y: __ _ CITY ENGINEER E: , . 1 3�-�," recraw �+csr NOEtk (YAW. E" 7 �r or►� rr owE or- —SERVICE3/fr Tom" 0 REVISKM DESCMP'TIOM cwr Wage EMOMM mviwvm -16, ��.��.-+.,.�_�_—.-.`�.._l:-_.... - _—.. .._... _ >� _c.�.. .�...-__.._. _.r+���._�_.._..._ _...�ai...�_ .._. _ .-. _. .___.. ....a'�..�.-.. ._ �. .....� .... _ter..--si_._�_-___...�_..�-�..a�w��r._... ..-u...r��-. � �x..� ..• .,-. .. _ .. ... - .. - "; .. �t _ - 2 - AR P 3 011416 WALL Get-04#4- * 7k J 3 REK OF CAL��O JOB No 95091 _ DATE MAY 7, 3997 DRAWN Q wG2 Z k F1 P WC � � P4 P4 - 0 3 0 • z�I North East cd • W ,U U RMSm 10102PANDPA� P con P1.4 cd P3 P3 P.3 W 12MI 28 272 T T 300 OZIse, � PS 283 WGt wGl WGI wct — - o �T . .•rt C h+4 Cd cwc _� o YvCI wCI 0 �� r i - --- - - - f � E..., o L _ _ _ J � � � ` �' � WCI BOTH wc1 04� r�--� wc2 BZ Gast South p <RMS . _ W 101.- & 102. FORUM AND PLATFORM, o Q < z � 4 E� UOoo. �.. < � oo 0 � 4V _j x 4 C oU If r (! WG I CONSULTANT I TR11A \% Ep %3 C17Y OF ONGA __.-- ._,. _._,.�,.�..�,,,,_ ,� _ � i - � vire! - i - • APPROVED BY: / Il�OYIl1�m h! i - CITY ENGINEER RCE: 21253 - Wleat y. ' &- - 102, or_ _ 101 ;.: r� � -t'�► REVISKM DE SCRIPT'IOI�i oEsioir amr 1- ND PLATF RMSW - ... . Doom ww�aiea El S: t . - • - .._._._.c- ... :� - � � .. _-._.,_ - _• � -- -' --�-- '—_�-.•'--- ...__. � -.-.....a - .�...__.....• - __._— � rrli -.. s.�.—.y .....__.�� r J.. tea.—:..i�.�s■...��� - .... .�..— -- - - �r. _ _. OO ARC�,�r KK 3 6n 12" t7tA WALL. G_ t,oGlc ;2 OF C t PZ P2 P2, JOB NO 95091 A DATE MAY T. 1997 140, 0 P4. DPAM °o - _ tit `I 312 S 61 North South Cd North ■ 5 ACTI-VITROOM 3/8" .: T-0" h YRMw 106 ACTIVITY ROOM tau H o O Cd rat z U WAL-L A-aw,.. i J Cd OE:) !.2 LI ;°4 v _� PZ �- � �{ • lw AL f South < too 2. 312 9 1 ,North East .-. U T 3/g' c T-W- 21, mwmmm�RMw 106, CONID, RMn107 -- w N 1.. ( fn O i m O V � zm . P O 0. P O Q+ = Q 1.+ W 306 • w 3 = o U p Z O. Q m Or - - - - - - -- --- - -- ,,. CONSULTANT Q (D2. Y LZ. b Q' P2 40, CrtY OF RANCHO CONGA - c+ 031 ) s t APPROVED 1311: MMOMMD Ea wh CITY DOWER f RCE: A _sauft, 2 _ West maw » or LI Ll U NIIorIEt.'T !HEST EiY QA1E tKt ROOMDATE __or RE'wJMN DL7VpRN�. ,'_-,107_ CRAFTS, � / 311r_ wS �.- .._. s y # cm vkt t!!7Rl. "PAW b @M!r U o au S 41s 2(,t otJ s PA-a*- L00 8 —o' IL N N440 No • 1 t 1 a - , I � � _ _ _ i i I II . • . I ' • aZ Z I - .� I � I'I \1N �. + 2_9 I T- _ 1 T4. TP T4 TF1 2Ll01116 • I I _ g Lo 2 o( U 3 / MIN, F I 1 ' 1 � � 111111f - • • � L s' oM _ _ J � � • o 0 4 . � .* C10 OR '' - �� n c/) Va 0 0 I I I! a'A - rah \ 8'. O N WAn i �Z P E T E R J. P I T A S S I A I A D m A H T E T LIONS COMMUNITY CENTER o WEST O LIONS PARK o� N C11 y 9 A 8 a 3 9 w ►+ I T f OAR A Y E S T E 1 0 5 CITY OF RANCHO CUCAMONGA � y ' q RANCHO CUCAMONGA . CA 9 ! 730 9161 BaselineRd.TEL . (9091 980- 1361 anc o CucamongaCa. FAX (909) 9414 .5814 7 EII�1 i1lE��Rl.11l1wlIE.d !EM� ilAoos W81' I.L60& iP l &h7 �� }. 71 G 4.0 i I \, N � , 0 too 0 Oki I I of N 0 s r I , i N /Y1�1TC�}i-INS "Raw — i I V ( (� I 0 W 2'-lo" I SN 3 o" G • `U � r \ r y 44 ' J C y r. _ 0 M • Q o • z n I 0 o i z row"""' Z lipj all g i Z \ 0 i ? l 1 Cz P E T E R j. P I T A S S I A I A D + LIONS COMMUNITY CENTER m o D A R C H I T E C T z WEST LIONS PARK a CITY OF RANCHO CUCAMONGA o Q 8439 WHITE OAK AVE . SiE 405 9161 Baseline Rd. RANCHO CUCAMONGA . CA 91 730 3 TEL (909) 980-1361 L FAx (9091 944-5814 Rancho CucamongaCa. - I � A•.+.. ��l � i{'.`�. � 111 �''�uif{jS'Y'9R4'��� � � :�rs.i'.j.a {r 7y; _ � aa- � -, 1�,. �,',• _ ,L. � - � � � - � � . . � _ _, ,. Ems!FRE C�IIl, 1'E'�ll�.d QM>M SONS kAkSr uolJs Lov XTIN Flo - N • N ' 0 A � 1 � 1 9 411 N o , > > 0 z z 0 0 01 a 21- loll r N Z ca, M w . b °z PETER J. P I T A S 5 1 AIAD m Z —+ A R C H I T E C T LIONS COMMUNITY' CENTER NEST LIONS PARK 0C> CITY OF RANCHO CUCAMONGA :4 � 8 4 3 9 WHITE OAK A V E . S I E . 1 0 S y �► RANCHO CUCAMONGA , CA 9 / 730 9161 Baseline Rd. • � � Eft . (90V) 9ao• 13a1 �► � fix Ivov, 944•5814 Rancho Cucamonga, Ca. �MM�^7�•�J` o04�•' +Pry .t .*'I -d� w .,a�� �- -. _ �. . � � .. � .. - •', I In` X 6 In' OAK GAP WIM,- I. ALL PENETRATION of RATTED A55EMBLIES STAIN ORADE W/ EASED r_( WILL BE "T' RATED FIRE5T( - D ED6E5. 2. PENETRATIONS OF FIRE-RE515TIVE WALLS. FLOOR-CEILINSS AND ROOF{.EILIN6 SHAL.I_ BE � ` GYP. BD. TYP. �� • TED A5 REGaI/IRf3� SEE 5TRUGT. PLANS _a$ y/1� 1 IN U.54,. SEiGTfON5 l0q ANLL 110. FOR ROOF AND r-THEADER PER STRUGT. 4 ��N& SLUMPSTONE SOFFIT FRAMING 41 * * ' > • EXISTING 3/8' f'LYPIOIOD EXISTING ROOF 011411 . DBL. TOP PLATE 5/4" X l VW OAK DRAFT STOP TO REMAIN C,ONSTR>X�T1pN REMOME BOTTOM PORTION Rft1. FOR NEW GYP►. BD. 3i4• x 3 rn• oAK � �QF CA1.1�4��1► PLASTER SOFFIT ALUM. BI-PASSINS ER_ NVED 'r-BAR DOOR Y STOREFRONT GEILI ## ■ �—2 X 4WD. STUDS-�• 16M O.C. � f� �� - W/ 5/8" GYP. W. EA. 2 X 4 • Q OFFICE 112 '0 @ NO I, O a SIDE 48• �'-0• .-0. -O" 8'-O" I -. FIN. FLR �` 5/8' •X" DATE MAY 7, 1997 6YPBD. BRAWN SYR. BD. TYP. K&• , NEW 5 8" "X" --- / NEW ILt J015TS W/ Nil 5 8' •X' 8" x b• X Ib' �3/4' X I in' OAK 5/8" " 6 . ESD. OVER_ PLANTER GYP `5LUMP �TO� I -r REMOVE EXISTING (+EH 5 e Ib• O.G. WALL f STAIRS AND WALKS TO DE OF BLK6. _ SCALE 3/4• X 3 In• OAK __ 5TRUG - ,1 PROVIDE WATERFROOFINE AT WALL WALL CAP 3.=,._o. , - I' BUMPERS AT EA REMOVE EX. G-65. . I/2• ,grgg BUILDING SECTION 1 �aer � TET?P: 6LA5� EXIST' 5/8• EXIST'6 PLATES _ J• f li 'X• 6 BD. 43/8 VERT NEW 5/8" 'X" 6YP.BD. 3/8' 1• ' ?, B �"B Z EXISTING STUD°i. v �' FOAM 1�/ DAL-TILE V4" TEMP. F�.A55 DOLOR GOAT DAL EXPRESSIONS cd GYP. BD. OVER ' *3 BAR • ALL ° OF PLASTER 1/2" PLY"WD. ALUM. BI-PASSING 6L. NOSING NOSING DETAIL I"�-L TILE e u_ a u DOOR A55EI�Y GALLERY Ir�ST SEE A. HONEY 0-1440) 3X3 I-HR C.ORRILaOR PLAN i. woalee , 3/4' X 3 In' O^iG ° /2\, I • R B. DENIM (bH-bq) 3X3 �4 cd cwo:�a a TYP. A A A A A A G. TEAL (K-162) 3X3 3/40 X 1 1/2" OAK • A A B B q q D. E RAPE (bH-57)�X2 F...� u y '• �. `� A A B B A q ALTHZNATE. AMERICAN • OLEAN SATIN BRITES �/1 0 Qu /F LJeMF nxn�es� � ( DLR. D D G D D YT3 6L055 ElUR,6UNDY �. C21•�e�wla�rye�xTua� _ ,/y LGf.�1T�AT DIAAOf{ALLY OPP17snr \' ° Gds AM NT LIN 9'Cr PIMUQL (* , x+m�TO cavae GYP. !�. TYP. A A g g A A 2X2 f� V _ • z � WAaNG: WHERE DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZ, RESTMW SHALL BE EFFECTED •• • V H cd X141__/ 12 CA, wtREs SECURED TO MAIN RUNNER WITHIN r OF THE CROSS RUNNER MITER- A A A A A a +t SE AND SPLAYED 90 DECREES FROM EACH OTHER AT AN AMGLE NOT EXCEEDING 45 DEGREES 2 X TILE mu FROM THE 4 130 OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 *4 BARS • 18• •° A A A A A A fEET O.G IN 80TH DIRECTIONS WITH THE FIRST POINT 4 FEET FROM EACH WALL- ATTACHMENT OF TFIE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHAM BE ADEQUATE FOR THE LOAD IMPOSED, EA WAY. ' 5rc3. SEE STRUCTURAL DRAIXIN65 — • O. STRUTS: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AMO FASTENED TO THE , 3 X 3 TILE V STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST FOR ADDITIONAL IWARMATION. O ` t` THE INR9 90TH COMPONENT INDUCED F THE BRACING wIREs STRUTS SHALL BE PLACED 12 FEET 4. 1-�-IR. W/1LL5 PER '44 U B G. TABLE -1-5 r-•1 \T' O.G IN 80TH DIRECTIONS WITH THE FIRST POINT wrTHIN 4 FEET FROM EACH WALL In SJlT. CEILINGS SHALL BE M15TALLED E'ER ASTM C635 k ASTM C636 t LATEST U.B.C. STANDARDS. NOTE- OAK DIMENSIONS ARE NET SIZE. ITEM * 1'7-13 I'-0' u S.A.T. BRACING : 12 c = o scA�E DISPLAY CASE scAl : • — 3 o ! NR. CORRIDOR z=,'-ow CNC. STAIR scA�: . scuF: —� —o TI .E PATTERN ■_ . Q - ROOF40 ING 24 6A- 6.1. FLASHING FEADEIR AS fZEQ'D SEE � , 2 -, -0 2 y HEAD / .IAMB 51M sTRUGT. In• ENDCAP. WELD 4 GRIND ~� •�5/8` GYP. BD. l 1 1/2 O.D. PIPE HANDRAIL W/ SMOOTH F••'•f ` SURFAGE MTD. TRACK STANDARD WALL ]BRACKET � AT MAX b'-0. O.G. 1 In" O O.D. STEEL PIPE u TOP OF BASE I' SPACE AT TOP BOTTOM AND HANDRAIL H/ STANDARD HALL 5L111`1P'BLOC.IC WALL GABINTES IN F I/4' SLIDING TEMP. 6LA55 � ECUAL SPACES BETWEEN ■ BRACKET AT MAX. b'-0' O.G. - i5 3 KITC.FEN 5FF STRUGT. � MILC.OR EDGE METAL 3 BRACKET , REC.F_55W TRAK IN SILL - TYP. NOTE �- ALL JOINTS SHALL BE PLASTIC LAMINATE GOUNI�t 120 hELDED AND 6R1xm SMOOTH. EXIST. FRY SPRIN6LOK FLASHING� � TOP ON 3/4• PL.YIAV. I PLASTER > ----- --- 5/8 'X` GYP. BD. 1 1/2" - AT GL.6. AND ; I/2•0 LAB SCRENS WALL. SIE FLR PLAN MIN IA O 2' HENT WALL LfeeND i d M 3" DONT. CANT STRIP • 8. O.C. � INTO SILL 2 X 4 • Ib' ROOFING 6 BASE FLASHING to O • �w�.. � \ 12" f / 1� 0 1-1� AS EGD ` - — ! 0 SEE 5TRUGT. p W 7 (3) IWO LA8 �� BA � � STRUGT.50REWS TOP • � ►- v f m MASONRY ANCHORS ... W N BOTTOM OF � � PLASTIC LAMINATED A \ - � ` ��� _ _ t/] C--- - < + SUPPORT STUD ° SUPPORT OVER I' PLIr'WD - rn w ao 0 0 • 48" O.C. MAX. �� ■ F- 1- > O 'I L__ 51LL .�°`--L16d•4T FIXTIJRE PER 4 cL N d z I GONG. t , SEE 5 T DRAWINGS ELECT. DRAWiN65 - STAIR E.• Y O m °, ,_ # -«----ADJUSTABLE TEMP. 6L PARAPET 1sc. .o• 3 SLIDINGs a oQ go a 2 —o '' HANDRAILscA�E: _ ,,- 1 2'=1*-0. 5 HANDRAIL sc�. • W D OVER GYP. BD. 3x=19-0s 3 ~' v . DONT. LATHINS STRIP FOR - _ _ U SLOPE ( SLOPE TO ROOF ) SOLID SURFACE o , W = i SH 24 6A. 6.1. COPING W/ 22 6A. ON 4` PLYWOOD 2�-0. .FACE TOP 4 SPLA8G X 2 WIDE CLIPS • 24'. - F, ��� 6YP.HD. OVER � SLIDING T7=7�fP. CA- 1/420. Z _ PLY'WD.7 DOORS W/ LOCK IN ''� • -4" A�.UWt. W t i a Q 40 of .............. . ............... ........... . 1/2' PLY'►w. 51f:ATNIN6 111 , CONSULTANT EXTERIOR ° / 8G PLASTER — — 3• GOVT. CANT STRIP 2x4 .24" ` —ROOFiNB i BASE FiASHlN6 2x4 Clow -. .... . • 3•x3`xl/4" Sn- "PORT ° Q . BD. T1Ts .I . •~ � ANurLESr•�S`-4` MAX � 2 X 4 • Ib' I is MIN 2 AiNSLE5, W! 0) ry . n 51W m M.B W/ 1 1/2"0' PLATE 10.0&- R 0- LOCK :.� 1^IASfBt AGAINST 5r ° OF PAK W r I - SEE STRUGT DRAWINGS APPROVED BY: � ; 8Y. CITY ENGINEER E; C ` PRO= SWU 4 PARAPET DATE } =t —o-° DISPLAYr CABINET 3 4w�1�—� �` � DLII IN � _ r DESCRIP'f10�_ NIXAPPROfiD I 6 Y - - - - % •` . " MANUFACTURED , PROVIDE GOVT. I. SM5PE05 FOR GA JLKIN6 BLOCKIN& 2 4 S U 6Y 160 2..511BMIT FOR APPROVAL SKYLIGHT � ARC/Yj�` BOTH SIDES DATA AND SAMPLES OF ` CAULKING. I/4`'GLASS► TYP. NOTE: INSTALL SKYLIGHT J Q SETBACK 1/8 1/4' DEEP MIN.; PER MANUFACTURERS INSTRUCTIONS. *. G11446 EXTEND ROOFING FLASHING 13Y REM. SKYLIGHT� 13/4" X 4 I/2" ALUM. '� UNDER FLASHING Of CAV MF6R. ' 3/4" X 4 I/2"1.ALUM. CAULK FRAME. TYP.. R FRAME TYP. � i r Z 1/2" PLY'WD WOOD STUD t 1/2' 6YP BO. WALL 3 CANT Y O B N O 2' WIDE NARROW � 51EE WALL LE6END STILE STOREFRONT ROOFING AND 2 X b e Ib" O.G. r 1/2" PLYWOOD DOOR W/ 1/4* TEMP t�? MAY 7, 1997 "' BASE FLASHING �A E FABRIC OVER I' FIBERGLASS 'X' ErYP. BD. PANEL, SEE SPECS. R N 3/4' X 2 " OAK 4" NOTE. THI5 DETAIL APPLIES I/ GLASS TYP. CAULK / TO ALL GAULKIN6 OF DOORS NOTES, SEE PLAN FOR WINDOWS 5KYLI6HT'5, STORE 1. DOOR STILES 4 RAILS TO BE FINISHED 5KYL164T CONG BLOCK FRONTS, LTG. TO MATCH ALUM. STOREFRONT. FOR FRAMING SEE E 51ZE SEE PLANS . 2. PROVIDE WEATHERSTRJPf'IN6 NOTE: PATCH AND REPAIR EXISTING NOTE: OAK DIMENSIONS ARE NET SIZE. l ROOFIN6 A5 REQUIRED. SCALE: SCALE: . SCALE: SCALE: » SCALE: . ACCENT DISPLAY 3-=��_o• 15 JAMB 3•=1 -0 11 TYP. CAULKING NO SCALE 7 HEAD 3 -o 4 SKYLIGHT 3 o t PLASTIC LAMINATED 2' DIA. 1/2-ROUND SOLID COUNTERTOP FINISH SURFACE BULLNO5E and FLUSH W/ TOP FACE E06E TRIM CONTINUOUS OF SOLID SURFACE a ED6E, SEE INTERIOR I/4' TEMPERED 2' WIDE NARROW o ELEVATIONS EXTERIOR STILE STOREFRONTEXTERIOR 6YP.BD. EL_EVAT ONS ) DOOR W/ I/4 TEMP. PLASTER GYP BD. Z PLASTERI Ina 10 GLA55 PLYWOOD WIERE PLYY�iDOD WERE SEE FRAMING, 5� " OGGURS, SEE FRAMING, SEE Q� R 5C n STRUGTtJRURAL ,4. 1/4 GLA55 TYP. STRIYTURAL STRUGTURAI_ PROVIDE 24 6A. v WJ PROVIDE 24 6A. 1374" X 4 I/2" ALUM. 6.1. FLASHING m 6.1. FLASHING FRAME TMP. DRIP e HEAD DRIP a HEAD n ONLY ONLY �1 u • D CAULK N CAULK 41/2L cd GORE MATERIAL 13/4 xus �H.M. FRAME �: Zumu AS SPECIFIED BY PLASTIC LAMINATE TTYP FRAHIE : 1 3/4'" X'4 1/2' ALUM. �-U"1• � WIDTH A5 REO'D W.I.G. a VERTICAL FACE FRAME TYP. BELOW Cz H.M. DOOR SEE SEE INTERIOR ELEV'S. 1/4" 6LA55 SCHEDULE H� ` TYP. NOTES TO MM/1R TGH ALW.RAILS TO .FINISHED � V �r NOTE= MATCH EXISTING U WHERE OCCURS. 2. PROVIDE WEATHER5TRIPPIN6 T cdSCALE SCALE: SCALE: SCALE: . SCALE: . , . "_ 8 JAMS •_ - • 5 HEAD / JAMB SIM. - - 2BULLNOSE DET. NALF �zE 16 HEAD / JAMB SIM SA a 12 HORIZ . MULLION 3 4 0 3 � 03 -� o o a - /4 X 1 3/4 HORIZ. BAR 1/4' TEMP.: � r 1 1/4' 6L.ASS BETHMN VERT. MULLIONS. v ' � RETURN HANDRAIL TO TYP. SEE EXTERIOR EL-VATION5. a WALL OR TERMINATE IN I I/2` GLR_ NIEHEL POSTS OR 1 1/2' O.D. PAINTED CAULK 1 3/4' -x 4 1/2" VINYL DOOR SHOE SAFETY TERMINALS PIPERAIL HANDRAIL ALUM. FRAME STOREFRONT DOOR WEATNERSTRIPPIN6 o .TYP. AT BOT. OF DOOR ALUM. THRESHOLD ALUM. FLASHING SET W/ 10" BOTTOM RAIL IN MASTIC AND SEE HDWR SPECS. SEE HARDWARE SPECS. PROVIDE BLOGKING ATTACHED TO PLATE EXTERIOR GONG. - AS REGUIRW PAINT TO MATCH ALUM- THRI��HOLD TOP OF INTERIOR r— ' PLASTER - E�cr1oR coNc. 6YP.8DTOP OF INTERIOR d H— in o EXTEi?IOR -- - PLASTER. . O L— I t,R O PLYWOOD Y�Y•IERI~ FRAMING, SEE ' LLi STRUGTURA L. OCCURS, SEE ° � U BRACKET MAX.48" STRUCTURAL_ ,a ° W cn 1 3/4' X 4 1/2' ALUM: 1/4. 6t-A69 TYP.. a O G SECURE TO WALL FRAME TYP PER MF6R5. INSTR. , ° NOTES: •- t NOTES: 00 cn I. PROVIDE WEATHERSTRIPPIN6 ~ > U M in iN15H1ED J,girtBS ! SILL zo o ALUM OREFRONT FLOOR" 1. DOOR STILES t-RAILS TO BE F AT - Go TO MATCH :"ST 2. D AND CHANGE IN FL ` Y WITH T-24 LEVEL TO GOMPL 2. PROVIDE WFJRTHB2�.zTRIPPtNG SEG. 23303 1) a < � o SCALE: SCALE SCALE: SCALE: SCALE: = W U m cn HANDRAIL •�,'- ' 17 SILL 3'=,'-ow 13 VERT. MULLIO �•=,'_a• 9 SILL 3•=i'_o• S SILL 3"_,�-o' 3 ti � � � � 3 0 VINYL COMPOSITION'TILE FLOOR FIN15H U O 3 = 2X4 BLK6. W/ REDHEAD W 2X4 PLATE W/ RIEHEAD A.B. a 32" O.G. tY p� U A.B. o 48 O.G. E GYP. BD- ON HOOD 2X6 O 16" O.G. W/ 5/b' COX 514T6. W/ IOd . 51 WALL r' z (E) TOP OF EWBN a 6' O.G. AND e 120 O.G. FIELD: STUDS 5TA6E SGHEDUL.E 1/4" 5LA55 TYP: a Q co 2X BLK6. 2Xb TRIM Wf « ._ vONSULTANT ' EASED EDGES PR>EFINI5HED STEEL TO MATCH EXIST. KNOCK-DOM FRAM l « • IN ROOM - SEE DOOR SCHEDULE- 20 CHEDULE. --- 6 20 MIN: ASSET�LY . `I 2X4 DBL. 144BZE NOTED ) 13/4" X 4 1/2" ALUM: TOP PLATE ALUM- FLA5HIN6 SET I FRAPPE TYP. ! IN MASTIC AND x Q 1 2X4 a 16" O-G. ATTAGF7 TO GONG.. N W/ I/2' COX DOOR. �.aEE DOOR PAINT TO MATCH HALL - STOREFRONT TOP-OF INTMOR EXIST. GONG. I ' OVER 5/C�b"GYP BD p,+.,' OF RANM CUCAMOWASTEPS TO REMAIN + + I r M OR 2X4 PLATE W/ RID l/ REOOM ENM B11': EXTERI GOA1G 2X4 DIA6. BRACING ':•. .: , 1 HD. A.B. • 32. O.G. APPROVED 9'Y: y AT 4b" O.G. W/ AT ' + CITY ENGINEER LEAST 3-164 a EA. (IJ Clow. SLAB .° .._ RCE: DATE: 41 aai� s1�cTaN s�T • ° OF- PRQE T SIFT . er DATE sr DATE Dt OWWO NIX rSCALE. SCIItE REVISION DESCRIPTION DIeSW ary DETAIL + '- 15 HEAD / JAMB SIMS 3'=1�-0• 1� :SILL �-�� —a 1C gym. a. t • • A' r...'; 1�•-�'�••. •. r" ... '..-•:• 'iv Y. ... �il.Y w.t..l•�• -+�,.. �.t /. .� v . - ` - - r . .. ... .. a�;.. ,.. ._ - :- J �: r <' T v1 J f E'' r f } .t - _ i' Y' � - d: < •i :F - _ _ 7.! A. i k' • I _ �. 11 > M 3 Y 4 - i. 's" 't - I. "i !,a ..e. - ,a, ! R li ,.• Vii' J t' Y I' .. . I L4 L1 -4 }. - J 1 y r �, 4 D 5. r. •' l.: F - - % a' •• R If X 1� - e i r' : 1 , I , ' ; 4 <:` - �. . _ . .. I i� .. - r, r 4 ;l - t T- _ > ,.. r . . . - - •' i'.. s + c) . _ I . , . I' r -. ' . . I. f'. y r . . . _ r F V N ` . f r . E_CES AND CIRCULA F�Q.�` , - . . • "' : .�. .-. _Nf0'1'E: DOORS�1HALI.NOT ENCROACH,P$R SECTION .. . . . .; .� `• �, • 'r� �`-�� _ MAY - ''a ..:' A; + . . . - •' 11 SB.7.Z.I. VIDED, THE A 1;: u HAS AN O ERA ` IF SELF-CLO G VALVES ARE USED P TING FORCE OF�S# � d) 1F TELEPHONE ENCLOSURES ARE PRO Y J � . 1. ENTRANCES, AND EXTERIOR GROUND LEVEL EXITS SHALL BE ! : d) SIN , THEY SHALL P:I:114A]N OVERHANG THE C'L.FAR FLOOR SPACE REQUIRED. aur - ` t * * ` 4 _ t ACCESSIBLE PER, SECTION 1114B.1.3. s ', OPEN FOR >_IO'SECONDS: e) IF ENCLOSURES PROTRUDE INTO WALLS, HALLS, i '. : . . • 10.:AT LEAST ONE WATER CLOSET LOCATED INA CORRIDORS OR AISLES, THE CORD FROM THE HANDSET mx_ Z. . . I COMFAR'TME1 1'; SHALL PROVIDE.THE FOLLOWING, PER 16. GRAB BARS SHALL COMPLY WITH TfiE FOLLOWING, PER SHALL BE >29"LONG. Q���� a: : , 2: AN ACCESSIBLE ROUTE OF TRAVEL. SHALL BE PROVIDED TO SECTION 111 SB.7.I.2: SECTION 11158.8: - OF CAFE : . • ALL PORTIONS OF TH._' RUILDING TO ACCESSIBLE BUILDING fl THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL a) >28"Q.EAR SPACE FROM A FT.KTURE(OR?32"L TAR a) GRAB BARS SHALL BE LOCATED ON EACH SIDE OR ONE BE <48". , E�+CES AND BET EEN THE BUILDING AND THE PUBLIC SPACE FROM A WALL,)AT ONB SIDE. - WAY, PER SECTION 11 8.1.2. �t b CLEAR SP IN FR 1* ,, SIDE AND THE BACK OF THE WATER CLOSET STALL OR g) TELEPHONES MOUNTED IN A CORNER THAT REQUIRE A 'i-.-14 . ) ACE ONTO TH'E WATER CLOSE" iHALL BE: a �COMPARTMENI'. - DIAGONAL REACH SHALL HAVE THE HIGHEST OPERABLE jos rvo 950 =ktl : ij >48" IF THE COMPARTMENT 1-IAS AN END OPE VING b) THEY SHALL.BE SEC'UR.ELY ATTACHED 33"ABOVE THE PART<54"ABOVE THE FLOOR. _ `r DOOR• AND PARALLEL. h) TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT ii) >60" IS REQUIRED FOR SIDE OPENING DOORS. �R' BATT IIRAY 7, 18 : ?,j . 3. PROVIDE A LEVEL FLOOR OR LANDING ON EACH SIDE OF ALL NOTE: WHERE A TANK-TYPE TOILET IS USED WHICH GENERATES A MAGNETIC FIELD IN THE AREA OF THE �?A�Mv ) �'.,� .' c) GRAB BARS SHALT.NOT PROJECT MORE THAN 3" INTO THE OBSTRUCTS PLACEMENT AT 33", THE GRAB BAR MAY BE RECEIVER CAP. t I � � DOORS_ THE FLOOR OR LANDING IS TO BE <1/2„LOWER THAN C1.F.AR SPACES INDICATED. - INSTALLED AS HIGH AS 36". NOTE: 1F B ' `• `'" " `� . ANKS OF PUBLIC PHONES ARE PROVIDED, 'THEN `, `�;; - �� � ,, , ' 1 . THE DOORWAY THRESHOLD, PER SECTION 11338.2.4:1. c) GRA$ BARS"AT THE SIDE SHALL BE LOCATED: >2S% SHALL BEE UIPPED W A VOLUME ! -_ Q WITH O UME CONTROL ,� �:. I . SECTION 111 SB.7.1.3 REQUIRES THAT THE DOORS TO THE1 . i) 1S"TO 16-1f2"(±1'� FROM THE CENTER LINE OF THE WHICH PRODUCES >12 dbA BUT<l8 dbA ABOVE NORMAL, A 4. ALL HAND-ACTIVATED DOOR OPENING HARDWARE SHALL ACCESSIBLE WATER CT.OSET COMPARTMENT, BE EQUIPPED WATER CLOSET STOOL. WITH - -1 I r''r .�: °�`' OF 1 PER BANK. � . I MEET THE FOLLOWING REQ TS, PER SECTION WITH ASELF-CLOSING DEVICE WITH: . u) BE>42"LONG WITH THE FRONT END POSITIONED 24"IN i) PUBLIC TELEPHONES, WITH VOLUME CONTROL SHALL k 0: • =q �' ' � 17 BE �Y , 11338.2.2.4: FRONT OF THE STOOL. a) >32"CLII:ARANCE WHEN LOCATED AT THE END OF THE ' ' a) IS TO BE CENTERED>30" BUT<44"ABOVE FLOOR. . . HEARING AID COMPATIBLE AND BE IDEN'T'IFIED BY A SIGN � " - , � _j4, .- r= COMPARTMENT. 1 . iii)TOTAL.LENGTH OF BARS AT THE BACK SHALL BE >36". CONTAINING A DEPICTION OF A TELEPHONE HANDSET `{ r) ' b) LATCHING, OR LOCKING, DOORS IN A PATH OF TRAVEL b) >34"CLIT:ARANCE WHEN LOCATED AT THE SIDE OF THE d) THE DlAsriETER, OR WIDT OF THE GRAB BAR GRIPPING WITHV� .zl ' . . . . "11 "I, .01 ll .i� I . �:, . ARE OPERATED WITH A SINGLE EFFORT BY: . . RADIATING SOUND WAVES. z 1. . *�.il . i) LEVER TYPE HARDWARE. = CUMPARTMENT. SURFACE IS>1-1/4 BUT <1-It2 OR THE SHAPE SHALL L PROVIDE AN EQUIVALENT GRIPPING SURFACE. I ' ii) PANIC BARS. 12. IF STANDARD COMPARTMENT DOORS ARE USED, THE e) IF MOUNTED ADJACENT TO A WALL THE SPACE BSN _ ::� �u PUSH PULL ACTIVATING BARS < ui . ., FOLLOWING WILL BE PROVIDED, PER SECTION I 1 l 58.7.1.3: THE WALT.AND THE GRAB BAR SHALL BE 1-1/2". �` r ,�=, . . iv) OR OTHER HARDWARE DESIGNED TO PROVIDE . . . a) >9" CE FOR FOOTRESTS UNDERNEATH. ` ;, . PASSAGE WITHOUT THE RE TO GRASP THE I) BE DESIGNED TO SUPPORT 250#. ~x } ', Q . . b) A SELF CLOSING DEVICE. . _ j � . �. ., HARDWARE. T l 17. A 40"MOUNTING HEIGHT SHALT, BE PROVIDED � � . I . ,. IF NON-STANDARD COMPARE DOORS ARE USED gp Q �" - S: THE LOWER 10"OF ALL DOORS SHALL COMPLY WITH CLEARANCE AT THE STRIKE EDGE AS SPE R. .f K_# . SECTION 1133B.2.6. AS FOLLOWS: , . . GIFTED 1N SECTION a) THE OPERABLE PARTS OF AT LEAST I: F ° . % 1l I004.9.�:2 IS REQUIRED. � i) PAPER TOWEL DISPENSER. . � �,�_ . a) TO BE SMOOTH AND UP'TED, TO ALLOW THE '', ; { " ii) SANITARY NAPKIN DISPENSER: 0 :, , . DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, ,- I ``RESTROOM F XTURES AND ACCE�4-SO-- ra . Tis) WASTE PAPER DISPOSAL: : , '} WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 6 . TM b) NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH iv)OTHER SIMILAR DISPENSING AND/OR DISPOSAL - . �-4 13. THE ACCESSIBLE WATER CLOSETS SHALL MEET THE o" f _ - - PANEL ON THE PUSH SIDE OF THE DOOR; - - i. ., �, ,y ,"� .. . ., 1. FOLLOWING REQ OF THE CALIFORNIA PLUMBING b) THE BOTTOM EDGE OF MIRRORSI .t 0 - t ... _. . � _ � CODE. 1. ,:• ,_ �FY 6. THE MINIMUM STRIKE EDGE DISTANCES SHALL BE PROVIDED a) TILE SEAT IS TO BE >17"BUT<19"1N HEIGHT. F-�-fs �; .1` z-- AT THE LEVEL AREA ON THE SIDE.TO WHICH A DOOR (OR A - - . I& TOILET TISSUE DISPENSERS SHALL BE LOCATED<12"FROM 0 f� . .. -� . � �• � b) THE CONTROLS ARE: - �-- GATE) SWINGS, PER SECTION 11335.2.4.3: THE FRONT EDGE OF THE WATER CLOSET STOOL, PER L� � 1 � :,a- . i' a) >12"ON THE PUSH SIDE, IF THE DOOR HAS BOTH A LATCH t� OPERABLE WITH ONl?HAND. . SECTION 11 l SB.9.3. �` k►. AND A CLOSER. u) DO NOT REQUIRE TIGHT'GRASPING, PINCHING OR : 12 I I . r Cl t TWISTING OF THE WRIST. 19. IF PROVIDED,>1%OF LOCKERS SHALL BE ACCESSIBLE, PER z . ' ,_ 0.. °- c) TTIE CONTROLS FOR FLUSH VALVES SHALL BE: SECTION 11158.6,4 FOIL EITHER: r .� 7. MAXIMUM EFFORT TO OPERATE DOORS,APPLIED AT � yI i) MOUNTED ON THE SIDE OF THE TOILET AREA. o . . . RIGHT ANGLES TO HINGED DOORS OR AT CENTER PLANE AT " a) THE PUBLIC. Q _. R �, �� ' u} 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<S# OF ,` _ - i a) <8-1/2# AT EXTERIOR DOORS. . . c) EMPLOYEES f� `,ice - - 1 . FORCE: 7 r - �, , . b) <S# FOR IN'T'ERIOR DOORS. d) MEMBERS OR PARTICIPANTS a, A- .-, "! q' % T '. c <1 S# WHERE FIRE DOORS ARE RE UIRED. e) A PATH OF TRAVEL>36"IN CLEAR WIDTH SHALL BE Y4 - - 14..ACCESSIBLE URINALS SHALL MEET THE FOLLOWING PROVIDED TO THOSE LCK;ICERS. _ �' * ;a _ REQ PER SECTION 11 15B.9.4 AND THE __i-r, SANITARY FACILITIES CALIFORI�tIA PLUMBING CODE: :,_, �1 . , . SHALL q _RINKING FOUNTAIN Y) a) TF1E RIM OF AT LEAST ONE URINAL -- 8: THE DOORWAYS LEADING TO SANITARY FACILITIES SHALL . . . i) PROJECT' 14"FROM THE WALL. - . t - _ . ,, BE IDENTIFIED, PER SECTION 1115B.5, AS FOLLOWS: 20. WATER DRINKING FOUNTAINS SHALL COMPLY WITH ` `� i�� BE<17"ABOVE THE FLOOR.: a) AN EQUILATERAL SLE '/ THICK WITH EDGES 12" SECTION 1117B.1 AS EITHER t ►- a o __t� b) THE FORCE TO ACTIVATE THE FLUSH VALVE SHALL BE<S# a) LOCATED COMPLETELY IN AN ALCOVE, >32" IN WIDTH , _i -' LONG AND A VORTEX POINTING UPWARD AT MENS • RESTROOMS. FORCE: 1. AND>18"IN DEPTH. t t U . W. I L_ a� , 7 b) A CIRCLE '/."THICK, 12"IN D AT WOMEN'S c) THE CONTROL MECHANISIVI IS TO BE LOCATEI3<44 ABOVE b) POSITIONED TO NOT ENCROACH INTO ACCESSIBLE .. r .. ): RESTROOMS. . . . THE FLOOR. . . " . PEDESTRIAN WAYS. - . ^ ` - ,�' .r W N V .1, . Y . d) >_3V X 48"CLEAR FLOOR SPACE IS PROVIDED IN FRONT OF y'4V C) A 12"DIAMETER CIRCLE WITH A TRIANGLE SUPERIMPOSED • w.d - THEE ACCESSIBLE iJRINAL. W < �" _ - y'14 ON THE CIRCLE AND WITHIN THE 12"DLAN[ETER AT . . . . I . - TELEPHONES cn �- 1, Z� 7 _,b. UNISEX RESTROOMS. 1S.. ACCESSIBLE LAVATORIES SHALL COMPI:Y WITH THE ` z p=* ,,. ;'. d) THE REQUIRED SYMBOLS SHALL BE CENTERED ON THE 1. PUBLIC TELEPHONES (OR PUBLIC PAY PHONES) SHALL E... - o a o* " �1 ....11 ➢ , FOLJ.QWING P1 R SECTION 11158.9:1 AND�THE CALIFORNIA COMPLY WITH THE FOLLOWING,PEAL SECTION 1117B.2:: - < o.a .-_�,, . . DOOR AT A HEIGHT OF 60'}. PLUMBING CODE: I . . - : . . e) SIGNAGE SHALL ALSO BE LOCATED ON THE WALL I a) PROVIDE A CLEAR SPACE?: X 49 . ALLOWING EITHER a = a < o � I ADJACENT TO THE LATCH OUTSIDfi OF THE DOORWAYS a) >_30"X 48"CLEAR SPACE IS PROVIDED IN FRONT FOR FORWARD ORP APPROAIrH. w" ` , - '' £__# � � �", FORWARD APPROACH. THE CZEAR SPACE MAY INCLUDE NOTE: CLEAR FOOT SPACE MAY BE PART OF THE KNEE - u `, .� ' LEADING TO THE SANITARY FACILITIES, PER SECTION1. KNEE AND TOE SPACE BENEATH THE F1;�TURE: . . ,.. U SPACE c� < k _. 11178.5.9. , .. REQUIRED UNDER SOME OBJECTS. rf • i) >_ 9' HIGH X 30 WIDE X 8"DEEP AT TH13 TOP: I': b ONE FULL UNOBSTR � w ;.= p , �r i u HIGH X 30"WIDE AIS`I?" ) UC'IED SIDE aF THE CLEAR SPACE . 11 Y �} ? DEFEAT THE BOTTOM SHALL ADJOIN AN v ::v. t ; 4� . . . . MULTIPLE ACCOMMODATION SANITARY FACILITIES _ SPACE. E- . , E?'THER GEAR . - -_. iiu7 THE COUNTERTOP IS<_34" ABOVE THE, . _ „ Z _ . _ NOTE: IF THE CLEAN SPACE IS LOCATED IN AN ALCOVE w ,w < . t ,:_3 ' ' FLOOR.. . . �. 1114 . -4. ACCESSIBLE RESTROOMS SHALL BE PROVIDED WITH EITHER: . R1 . . . OR CONFINED OIC ALL OR PART OIf T SIDES, . b) HOT WATER PIPES AND DR/tIN LINES SNAIL BFS a Q ' 4 Ml Y r . a) A 60 DIAMETER CLEAR SPACE MEASURED ADDITIONAL MANEUVERING CES SHALL BE ,_ INSULATED. ; - . PRCIYIDED. ' s ,, - FROM THE FLOOR TO A HEIGHT OF 27". _ . ,� ,� c T1=�FAUCET CONT1roLS Alr1D O�ERATINt I�IEI�AN� con>surav� " . .. b) A CLEAR SPACE S6 X 63 IN SIZE. . . . - . : H .. . . c) HASM ENCIASDRES AND FI ED�EATS.$HALL NOT - ,�y ��` . . , S AE.L BE. �,:��,,,A,-. . _. . . :: . II�'FDfi APPRQACHES TO 741M P OC& - �s �; GiRASPII 's, - i) THE-TYPE WHICH DI3 NET'REQ[1rIR1�TTGI3F : ' ' �G OR TWISTING OF THE WRIST. - .1 . . , - I I . . . . .. . . r , -1 � 1. . 4��,;lt��A� r R . - - _ - - t yy gp A . s CITY ENGINEER _ � ,1 .� _ h . 1. 'r' • e I L . . .. _ � '� - tip, .. - .. . ��� . . ? 'i�l' . . • .. x ... 1. •I a ♦ 7 1 • v 1. - .- ♦, 1 • F Y.1 - - - - y. t KP tits k-11. _� L . I � O�� X" - ar- --- x � I . , I , L I . I. � ; . '_ t �" _. . . I , . . L__.. r . . '. . I I -, �' . � . . ," -_�4'� ,. �' ' , '' ! fir "�dC '. t I I I I 1 . . " - ..;4, -k.. - " . .- � .. -%-�� 4 � I . . . ... . I - , ,� � .- : �. I - '' - I _ _�L� I- - I . � . S h1' 1 i Y S_ k C'_ � I" �, I. !' r •t "r�• 1 L M 1 :. . . r k F` "R 't a �'t _ • v � � e"�• - 1. ., r . .: ..✓ .. - - i l - .. _ .: _ - _ ... .- c • - -0 - _ .. '. ..-. r y - h _ .. _. . . i . - .�I7 -1- , ? - s .-'. I!`. {{ > _ , .. .,y ._. v. - rte.' a _G: l . 9 �; '4i ✓. Y.' S' .! .. tv: A' :'at -a - r ', .a ,-.. .__ .. .. .. 1 - ! �.... .. ... - .. T. ... � . .-,.., .mss .1:� i . .. h y, r .. ... .. -. «.. �...n:S, �_.....�� s.`r�h. 1+- moi_ i ._ .-.•/tJ47fd• $ '•iw .. • _ - ....r'�k , -' F - .. ^�; - ..r .._ .. ,. . _a5A e,r 1.,.�:LW .. :.. ' v - .•..i. r"iA$� - .i .. _t.L`*r .. . . . ... :. ,, _ . .: ,�,�. , .. _4` . ,. . . ',fid '�i. 2 X 4 P.T. PLT.W 518'1 r MAX 6 46CA VIE5i6N LOADS BACKFILL PBZ • ` sGHEO. FOR ADC)L110WA1, 5F'6G5. 1 -� PL1�IN6 OR C0NWT TO BE 11U) I. ALL MASOIW GONSTTZUGTION SHALL COMPLY hNTH THE UBL. I. ROOF LIVE LOAD(12137UCIBLE PER TABLE 23-4) - - - - - - -- - - 2p PS.F. ; 5PAGW�6 R'EGWSJ 6RDUMID WELD AS�A5 P056fi� ' � 2. REiIFOFBCiNN6 SHALL HAVE A Mn�tatJM ONE BAR DIAt�ETBt 6ROUf GOVI'RA6E 2 WIND'vH.oC,tfY -40 MPH Exf'l')5URE G 4'GONG.SLAB Z X 4 STU75• Ib'OL. LIQ ` . Mtk S. REMORC.W6 SPLrA 5 SHALL HAVE A HNRrtld 50 BAR DIA. LAP. 3. SEISMIC ZONE -- - - - - - - - - - - - - - -- -- - - - -- - - - - - - -- - 4 QRpw=ESS/p • 4. K46�O W CONSTRUCTION SHALL BE REIAFORCW Aro 6ROIAW 50L.ID �NO'T®OTFERWSE. Rick Irl.f3yrd e . 04 W 12' PLYWD. i • 24' OL. EN. S. PIPES OR DUCTS ARE NOT PM41TTED WTHIN MA50WY C,OHN5TFWTION ca No. M.* z '^ i o ANHCHOR BOLT, HEADED BOLT 5lL VE?'LAR6H2 l+>IIiES6 SPSGIRGALLY NOTED OR DETAIL. I. ALL C06TKCTIM SHALL COMPLY WITH TW 1494 XFORM BUIL D(Nf,CODE AAO � OR HEAD®STUD ANGj*iOR x w x x T7AN PPE TYPICJ�L 6.' MORTAR SMALL C40 FORM TO U.B4. TAal 2k)-TYPE 5- WOO P.S.I. ALL APPUGP$P ORDNANGES. tr � 5WV.1 BE AG(,IJftATELY 51=T n 7. 6ROJT, I PART C&IENT,3 PART SAND,2 PART 6RAVti i 77Z2 FRAHl%CON01T10ML5 NOT SPECIFICALLY,,FLOWN OR INDICATED SMALL BE `� NTH TEMF'LATPS "` _ 2000 P5J.KN04JM 6ROJT GOMPRE56IVE STREri6TH FRAMED SIMILAR TO DETAILS Si40hiv FOR THE FZESPEGTNE N1ATB21At5 OR ly AF CAI��� • -'�- 6. CXWJ ETE BLOCK SHALL GOfFORMI TO U9L.STD.21-4 6RADE N.(LIGHT Hf16 M ► a< _ COwPTM. - I GROUT ALL ARGtJNO a NO PHH�e Al OWFi7 TO Q MASONRY SMALL BE LAID IN RMN6 BOND. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERII=YIN6 ALL DtMBN��lONS � � BOLT �' _ b. � �PA55 Tt1�0U6H T`ii5 b. NE36�TT OF 6ROU'f LFI'5 Sr1AJ_L NOT� 4'$'. BEFORE STARTING WORK AND REPORT ANY DISGazFPANCIES TO THE ARC,HITEGT. POR-00h OF FOOT,V6 0. C1.EANGTiS RI5WRED FOR ALL 6RGVT LIFTS OVER 5'-0'. +2 PIK 6RADE >i � � L?. GORE TE5T5. C 1oiv 1500 PSJ. 4. HTHOIlT EXCLUSION OF ANY IN Tlf GOW;TWJCTION 00CjXr5 TO FOR PPFS MORE TK SHEAR 100 P.S.I. ANY RULE OR R59LAT10N,THE STRWTLRAL EN64 EE , 15 NOT AS&"N6 ANY a 2 3'-0' aftJO"THE 801 '1 13. MGIC SHALL C0FORM TO UBL.STD. 24-1 M4H�l !PROVISIONS OF 5UT$ZVT510k OF GONSTRUG110N METr- OR ,JOB N0. 45091 CONGRETE BLOUC WALL. GONE: NO EXCAVATION OF THE FOOTIN6. TR' iH4 WECTM i MAY BE 5WAFIL.ED BEL06I T1 :SE LINES .o C 1WACTED ALL PET MAY 7 1997 ty►TE - fDO , t. C414T INJ US iH�TION iSY A RE645�DEPUTY Bi+'.. )iN6 IN.rrPEGTOR • `W ��i(d'�-'' -�1 o L' TRL Gn Ht30W fOOTt?'6 B'PL� IW BY THE TESTING L.A6 5H41L1 BE PRfZdvvi M FUR ALL GONCH�TE 2000 P5j. ),m ExcepnON TO SLAB ON 6RADE PRAWN 1 AFTER =d0TiN6 HiAS BFHw 2 OVER MELDING OF RE11F�•OR+GIN6 AW STFMIU tAL STffi SHALL Be �q OPTiKH Pb( ic►�. -14 . 24.OL. - DENSITY GONTINXASLY NISPECTIED,BY AN APPROVED NEPECTOR, 05 C'�" GONGRFTi: FILL 3. THE SOILS EN16NS SHALL 1*45:CT THE PLACIN6 AND P�ARIN6 OF ALL FiLL T•t� rk rw►+k AS FOOTING AND FULL HOT14 OF TREW-,H4. 4. SSTTFd1GTURAL OK 1006MVATICIN 90%-L 13E PROViL-AD IN ACX0RDANGE ktl'h LOC 5EC TIOk x702. A PLA4E FILL Efts FOac'A6 15 PLAGEP- TYPICAL .T IN MASONRY � 7 FOtJADATIOIK. �� TYPICAL IIP k� DEEM..- rv�y2 cwrt• baw rr= I. GONTRAGTOR SMALL REViEH REPORT OF SOILS 1*45TI ATI N BY. Fi6 r'Rt! REV CME•6rb�'rti Chi'.KfS. W"W 61Z� � } DATE, 3 Zbv6 JOB N0, 46-044'01 r� 4' `� �� 2. ALL FILL SHALL BE 60WAGTED TO A MINIMtH OF 40% M ACGORDAIGE Std ARCH FOR 40i2-s4 DONT. -•-f F-4 V x--�-x x x x RIF. ELEV. C�LOGATiON WITH THE 5PEC49CATIONS. �- T-- GONG.mic.WALL 2-43 cow. ANS SL& 3. TYPE OF SOIL, SILTY 5 AND !+T GIJRB AAD C,O�LES ' SEE DET. LOA I ARCH FOR 4. MAXNUM ALLOWAI°!Z 50IL BFARIN6 Ple%L eE, 1500 P5F aNGFtEA5ABL.f.) V SIM. sz F 5. ALL FO�OTW7 SHALL BE GARRIE'D A MINih' N OF b' BELOK EW71►�m s TiYGK@!SLAB 1376E---'�� C 1 GRAPE 03 • 24 o.c. -- fE SSION COMPACTED FILL Z NATLRAL 6RADE b. ALL F007'IN6;6 51* REST ENTIRELY INTO @� COMPACTED FILL QE � � � (� AT t3NTRY PBt 4 L.__ 4' GONG,SLAB 4'GONG.5_Aa � EVR&Y INTO NATIJFtAL GRADE. ALL EXCAVATIONS 24'BL.OGK GOLIAiN ��� . _ ,. � � iiffP'ii ,_ �, T. PRIOR TO FORMING AND PLACING OF THE REfiHFdRGIN6, . � FJIEYOMO _ �4 12' • 24 OL. _ �ll 1 x..: ,... 5HIAll BE NUF�ELTt32 AND APPROVED BY THE 660-TBGHNK,AL Bim. ---- -- -- ill stili { 'O GUiGRf`fEt 2-*C40RT __ o • I. THE HNKI 15TRE10TH1 OF CONCRETE AT BPD OF 28 DAYS SHV LL EIB Q� -� x------x x 6 16RADE c.7�J118 SL.Ae6ON6RADE- - -- - - ---- -- - - - - --2500PSI - - -150PGF OF SLAB 0185 AND FOOTiN66- -- - ---- -- -- --- --- - - - - - M' � 2500 PSH -150 PT',F -- ►- 03 GOVT.N051N6 BAR Trp. 2. RH1tORGIN6 o I' c cry � A. tZ�F CIN6 STEEL, ASTM A-66 � 1 1 FORM HOW Tt'PIC&REDI ORG1N6. 6RADE 60(r5 AHD LARGER) 03 T1E5.24'OL. ;p • OR MAS 6FiADE 40 C4 AND 5MA118� 7ti • b x b W.4 x W.4 Mf�HH OPTti01iAl- �' 1� l B. REItFORGW6 FABRIC A57M A-485 ' G. I$DIN6 OF R1:{NFORC.IN6 STEEL- AIMS D-42-4 I.OW HYDRDEI All . b• 2 • GON.ST. JO1NT'�-�-- FOi01TN6 AND FOJNDATION WALL MAY�P� REITFORGIN6 TO BE htH M, ASTM A-706 } • FORMiD AND EXGAV 15 LARGE D. PROVIDE MINIKH LAP ON ALL BAR5 OF 40-DLAA•F.TFf25(24' MINI 4JM) �••J GRADE BE/1M • ENOUE*TO PROPEIRLY GLEAN THE EXCAVAnON LNL 56 NOTED OTHBO46E r"( o - E PROVIDE BENT BAR LAPS OF ALL HORIZONTAL AT FOOTTN6 SEE DET. .. ANO TIE Tl•E REINFORUN6.A PGR JOINT 15 � r t2 = C.ORNLiZ5. LAP 40 BAR OLQ*7BZ5(24'MINIMUM), r ta- MANDATORY IF TW SiOB OF THE FOOMC7 ARE �- _-' -_ NOT FORMED F. 5TA66BZ All SPLICES OF ALL HORIZONTAL R� STAR ON F�t?ADE IUU6111� 2'-0 ii 'u 11 1 1 Ilu�i:,�� uu, 6. MALL AND GOLI1)rN DOWELS SHALL 13E THE SAS SIZE AND SPAON6 AS 1, 6' I Y fir, ,r H Kk AND GOL1R•'t� RE1rFORGM6,mEss NOTED Off, TYI�C& SL.A�3 aj E MAJL5 -1' '�" RL`. FORMED F�TIN& tt1OWLITHL PwRf �N6 MR"GONC.RETE C SliAil �MAINTAiT� o Fes.Pott. aEv OAT.vw. summa krs �C M MOMOL ITWG WITH FOOTING 1. SLA86 ON 6RADE - -CE7iT'ER OF SLAB r ,4 2c 5T9�4 WALL.FOTd'l5 -- - - -- -3� d 2-85 MQ1 �• �,+' 2. CAST A6ANl5T AND f.*0�.,®TO EARTH --- - - - - - - - - - I-_ Wk 3. FORMED, TO EARTH AND ImCATi$t- - - - - - - - - H-1 ' GI.EANOUf ? f ,2( PLANKING TYPICAL ` TYP 2-�5 MAW. N5 AND SM4Al.LER ISER - - - - - - - - - 2� RRST PCa12 #frOFU t�Ut ' r � MESH OR Rt 1R 4. NOT EXPOSED TO WEATHER OR EARTH V bc3 KEY yNpp7}f 5EE FDA.PLAN DCX$ 24'OL � ���� � BACK I FOIJHD NAILS,5LA� TSt # 14 - - - - - - -- � `- b � AT'i0N GGNG MAY 8E PLAGt�7 AND 1015 AND •18 { �• , . FOiC >hl AND SMSAI LBt - - - - - - - - tom'.-� piiZEGTtY INTO SAT EXLJWATl01+� b k REMa4 FACE 5H$1 x x x x PETtl4iT 1 E�7 t'$1Pub PRGNii THE FAAi�ATIOk GOLUT�,BEAT Ei 3V2 �� - STAKES NOT 6HRDE�S: - - - - - - - - - - - - - - - -I V2' Ail U5E OPENED Biz _ OPBi37 @O tJNiT FtLLY FORMED FT6. SECTION i' WI1HM KAUS ARE STABLE AS BY THE ARCHITECT(5T TiaJGTiJRAL� 4. A66tZb6iATfS3. CEMENT. T H ADC&IEW TYPE T1JFtAL ROCK AND OR 11 LOH�aMOt R,HAI.ICALt'ASTM C-150 A5 G33 F LlPiTs RI.1`1 6M AT it ADD? To 5. ANCHiGR 801-M INSERTS,ETC,SHALL BE SEG)�Y Tl® IN PLACE db : BAR DIAMETER •S•8'oz.• 97 EXCAVATION MiUST � PRIOR O POJa N6 OF GONCif`fl_ OR 6ROIf. _ AND LARNSEi2 1,-6.MIN. 4. 8 MAN RAN D1M( b. ANCHOR BOLTS ATH UPSET THREADS SHALL NOT BE LJSE3D. AW c, 51M A) BARS 16 A JAMB BARS �KEPT GLEAM 7. NO RPES,VWT5r OR GONPAT SHIALl BE PiAGEi� iN GONGRFiE UNLE56 S+ZE Alp 5PAGNdEi A5 --- 2-•5 MNtI 4 PREE OF VORI5 (_�Q� FOMN6 PORED A6AN5T &RADE SPECIFICALLY DETAILED OR i ����y�i �'w •3 THriou6NH HIORHz wuL REINF. TYP. y�BARS �uSa1aIQLI�I 6. R0L&CH AND CLEAN GONSTKCTIOTION- JOINT'S PER 2"(c). < � a s4,010, t MH (G..L ON ��j (� 4' W)r r ' A �T �IL.7 0 DOEJELE LAY42 i�1N hIALL.S 'X �O BAR DLA. � "� -0 15 Mk � 05 MSLSTRIP V2 d 0R Sr TFttp i vABll`s %M GUN' I V2'mh. � MESH OR ROAR i 0 SE FL-AL PLM IOId FOR GOiiGRETE "" •'"•••-' '••"" ;,�,,. FOLJNDAT1pN t•ALL ca o { 50d FOR MASpNZY OPENED END UHtT >, x to > .a �.- ^ -nit 2'-O' MtMI LAP k � RF3t10VE FACE`.7i•E3. .c. '- � ` AND USE OFE ED EIV IQI lAN7'S t .L 141!:i6f`fi AT b' 40 BAR I _ z •w INF GT1pN - s'3• r,'ot.• t► !ol.A�E ,JDiAW LAR6ER IYT Milk D1A. 40_ _ � �0 a 5PLICE5 C,oRNER tom' �E ,1M4B 8 (WP•l ON PLAIN DIA 0. f 0 SIZE Al0 3PAGIN6 AS REI F.SAME A5 < o v T•Y �iAl NORM WILL BENE. Trp - -- 2-•3 htiK FOiOTTli6 REiAF. u o° 1 W DfA(LS 'd BARS t-► t- o TYMCAL 51.A8 .10�tT DETAILS -_ Ate,r�+�+ rtty aim ww., xv.a krs. SINOLE LAYER REINFORCED WALLS �•f�"� RW `"'� ��"" � ��� 0 �X DRILL. 3✓4'0 X 4'DP. HOLE RLL \ pry I ;= u< O (w GGMC.SLAB by NON5 RJNC BOXY 6ROUf Art? \ E- CY 00 f-r.. O (5ff f'lAW 06BZT 64 X 24' L e. • 24'OL. \ (11 O GLFAHI AAD a� i z '{ - ( Rot1EA13t -� 1 FOOTING STEP _ p» Q y ALL CORN6�S ALL _ \411 DLA. 3 3-0' Kk ' h - 4- 2 X 4 EA.SIDE W o BE INTERLOOKM A5SIMPSON - V240 GD.T 4 B TEDi PIPE W SLEEVE i � -A � �2A� CONSULTANT t 4 : TYP. 5LA5 C,Ot'P!. TO 0 5LAB �_ . DLT►OczWS� BYID AND ASSMATES ConmcAhQ Sh^�ctww En twmwe YI STD.PIPE i (E)COAG.THiUCElEp SLAB 1044 WTW H=T. 8JM A -TYP. RANCHO CUCJIYONGk CA 9760 ` VERT i"1'�LL (80D)48&-0200 FAX(We)4l�0206 REI F.VAO 03 TIE •EA. TYPIC& 5 FOM N& DETAIL FK.6+° • ary or.rE e✓m� sc.w ,vrS .100 Na f- _ ' _ '.J t : Ffa01/DE AUDiTiONAL. ,, t'W GONG.SLAB 7 DRILL 3/4.6 X 46 DP.Hi01.J`F3,1,. , .r -. . L}�•OP 4 Ott I I ( RAWCAZAN AND E�XY t�Fi[rVf AI4D Ktft L IN lh-Spm i r3 sTI-lo 045EW 14 X 246 L& 24m OZ, 40 FNWJP a ' 15>tic LJNTEi. - � � . er oL. pPPRONED BY, �r 2•�i W T. ! B W. 2-�M11N T. t MY E1VGWEER 2� �� DA LINrl3 Ioc� t'fJ GCJNG OR GONc a.OGrc ka 't L t t '. %.MCaftTO ( jWALL 1 Ir � UNTEL SHALLOW LIQ w ay OATTE --- OF i� �AIL�" �� T'�'iC& SL A&�Ti0H5 TO GOND. OR� � REvtstok DEsc��or� c" � N4 rats K*W rer.anrm 4&W'xxs VW& A►t.� wy wm v7^6 Stub WT5. . }� - 1wr a► Ma_ n..1&is sot ` ,.• i t > 1 !": --3R' "• -y� .'t' . "-Z- _ F b. _ '� is <. �' -j. ..Mti.e T:.w; s .. • . . -} B .. •. �" L.. .� L r ,�, o. - ^� - - _ '� .. � :'i: _ sr ..... ._ .-.,y: .`..ri is>:v •r. ,--.`iV..�. •. -.slti 7�7. .......-3.?�.: .. 'Y'L".c 'sw2�a..��.Y_:.. •w_.Y5'+ "li .. . •"r., . :C •I, - _r. _ - .'••r.. .404 1. ALL STRUCTURAL _ AB: ANCHOR EMT RD. HOLD D" 1. SHALL BE DA161.A5 FIR,LAt?ZH545 OF THE GRADE'S 1N21C.A1H7 t } - IL LIM SPLICE AT S U? 01.96. mJ00:3149 HOWL HORIZONTAL UNLESS OTHERMSE NOTED. ; 1 1 8ME eFJw H.SA HEADE3D STUD ANCHOR SILL PLATES. DlousLAS FIR PRESSURE TREATED(No. ?) Rpf ESS/� • DR- DOtXORY FNI1LMl6 I H5R H16H STRENGTH BOLT 51RUGTURAL FRAMHBr OQ G, CAMBERUST. J015T 2' -4'TWK 2' -4'HIDE NO. 2 GE. CARRLW BOLT f LT.W. U6H'T W16FiT 2' -4' THICK S'AND WIDER ND. I ; Rick Y.Byrd CLK CLEAR I MAS. Kkx,OFRY 2X JOIST AND RAFTERS N0. I G Na 53350 G1 CONSTiR ZT14N JOINT MB. E•IACMNE BOLT 4X BEAMS AND POST N0. I Expti,,=- CX COWT.NAIUW 6X AND LA CM BEAMS AID P0575 5E.EGT STRIGTURN. 2. ALL STfd>L'.TUthL LtA4liit 5HEALL 6RADEID Ai AC,C,ORDANGE hrTH THE GOO. WWR N.S. NEAR 510E STANDARD OF THE HST COAST LIBER IIISPEf.T10N BUREAU. '� CAI\iKTSr CONN. CONCECT OL. NOT TO SGALJ= 3. ALL WOOD WMINS ON MA NIRY OR GONGREETEs SHAM PRESSURE TREAT® CONN. COMEGTION O G. ON GE3fTER CONT DO�Ag FIR AS CURVED IN mc. STD.25-•12. GONTTNIJOt15 Op%- OPENIN6 4. PLYWOOD ROOF AND SHfAR WALL SHEATHMNB SKAEL BE GRADE MARK® GP. COMPLETE PBETRAITCN PJ POUR JOINT' STRUCTURAL I OR II(PEIZ RAW PS I$3, NTH E X TRIOR 6LLE GPE CUNT. PAIR. EV6E5 PLT. PLATE DBL. DOUBLE PLYND. PLYWOOD 5. BOLTS SHALL BE ASTM A-307.PROVIDE STANDARD 'jiT Wk%eiz oncEN DIA. DIAMETER REM. REQUIRED BOLT HEADS AND NUTS AND THE WOOD. WI(BRE BOLT.; ' .F IN TENSION PROVIDE JOB NO. 45041 DO. DITTO MALLEABLE RON 14ASHfR5. I-SH".50N ST6236 DRW9. DR 44NO R5. ROUGH S" 6. 5TRUGTURAL LIHOW OW Him SHALL NOT BE OUT(7 Yr&I D FOR PIPES OR 2X lJLD682 CONDUITS FAC,H SETS. SHFATHIPH6 ITS ETC.IML ESS SPECIFICALLY DETAILED OR 1, M. DATE MAY T, IM i- EA. Lie✓. EL VATION 51 SEPERATION.JOINT 7• 2• 50LID BLOC.KI1416 OR TJI 4.06KIN6 AT TJIS 5HAL_ ,E PROVIDED 9EThEPr EXISTING SQ 5Ga<IAH� JOISTS AND RAFTERS AT ALL BEARING 9j5poRTS. DRAWN M� E l EXPANSION JOINT 54K 504LAR 8. NOTCH•AS FZWRE D ALL J0�5TS AND RAFTERS TO PROVIDE Lem- N01E, THRUT SFIALL BE C.OWTI KALL EX. ED6E NAILIN6 5tf SHEET METAL FULL BEARING AT JM115 W1N6ERs.PLATES AND SUPP'ORTIS. THIRU�t .TEGTiN6 STUD WALLS Ea SIAL S.P. SEE PLAN 4- BORE HOLES FOR BOLTS VIS'LAR6ER THAN THE NOMINAL BOLT DIAMETER, EXT. EXTERIOR STA66. STA66EREV 10• BORED HOLES EXCEDIN6 ONE THIRD OF THE MTN OF THE M@ ER BEING PDN. FOUNDATION STD. STANDARD PENETRATED SFIALL NOT BE PLACED IN STUDS UNLESS FULLY DETAILED ON THE Fb. F)NISH GRADE STL STEEL APPROVED PIANS. FHOLES NOT EXCEEDING ONE TMRD OF THE WDTH SHALL BE s F.H. FIBD NAILING5TL. 15T. STIR. JCIST NEATLY BORED AND SHALL BE LmATED IN THE CExmz OF THE MEMBER BEING 7 FDL. FAGS OF C�ONGt�-IT= TD.G. TOP OF C,ONGRETE PBETRATED. SKICE XTAJL FDN. FACE OF MASONRY TAH TOP OF MASONRY II. RETI6HTEN ALL BOLTS PRIOR TO GOVERNS AND KW N6 THE BOLTED R-5 W3 WV.°""M. ""N°' wha KTa FDSUD. FACE OF STTD.MD. TOP OF METAL DECK GONNEGTIOH I NAC.GCrf 1E3LE. F5. FAR SIDE T.O.P. TOP OF PLYWOOD 12. ALL NAILS ARE TO BE COMMON NAILS AND ARE TO BE 6ALVAMZM HfN PRAMIN& EXPOSED. `J D 5�l.IJF�R NOTE>pl DEL.2X TOP PUTS � FI�46. FObriNl9 45.5 T{1BE�TE•fl 13. INSTALL I X 6 DVAE30tdAL LFT IN BRACE eVEKY 25 FIEF Nr ALL STUD WALLS , 16d• 12'OL. STEEL NOT C.OV�WITH PLYWOOD. INSTALL AT 45 056;ME ANGLE AND GOM1NU ab D13 MAX 6ALY. 6ALYANIZED TYP. TYPICAL FROM TOP PLATE TO SILL PLATE D/3 D13 MM. �6d 6A` 6�AL1fE UXD. UNLESS NOTED OTHERWSE O r 2X 51U75 TYPICAL MIN. B A SLB. 6L1E LAMINATED BEAM YBRT. VERTICAL v 6YP.BD. 6YP5UM BOARD ND. WHERE OCCAS 14. UNTO.SCHEDULE 80RFD HOLE IN STiJD NP.1 WEAKENED PLANE JOINT LINTS 512E Nxo� LNNREsL SIZE � .. DETAIL �C.E W1^lE�. ►$D® NRF FABRIC OPBNIIN6 NOTHI AT BEARING WALL AT NON BEARING WALL 2X SOLD BLOGIC 1 DETAIL NUH+� or less stud r+ldth x 4' AT C ILIN6 LRE AFt7 2 X 4 BRACE• 8'-0'O.C. 3-W Ek ESD 5� SHAT No.w�DRAMS 3,-0' to 6,-0, 2-2X4 TYPIGAE 5TWjNj I�TION MAx e'-o'of'. E D B HEADER SEE PLANS AND T \ 5----� STEP FOOTING kud wldtl►x 6' 22X6 NOTE: WHERE HOLD DOWN DOES 2-2X KRB STIRS 5GF®UF TM SHEET 61-10 t4 8-o' stud Ntdth x 8' 2-2X8 I WALL ELEVATION 2X CRIPPLE STUD.USE 2-2X O'-0, R ,E 15. FRAME CEILING A5 REGUIR®PER ARCH.AND THE FOLLOHNG 5CPHEDULE OF NOT O:U�t PLYWD.DOES O SF.px�OW A55 2 X 4 BRAGS• A WALL ELEVATION Err& O NOT N® TO RUN THROU6H OVER AT ' I }��� 8'-O'OL.STA66. Sk SHEET NO-NMERE DRA^P1 �� E3P1/Al1GMw! ALLOWABLE GHL�IB JOIST SPANS '\ -4 . OB 2-I0d Tx EACH Zc F ?JC 51ILL PLATE.PROVIDE AGE ELEVATION JOIST MAXMB SPAN MAX SPM �j � Q� PLYND.NYRE G HALL SECTION 3-0' GYP.BOARD FINISH PILASTER FINI5H OCCURS E 2-2X PLT'S:AT 3-164 A WALL SECTION LETTER TO BUTTON OF FOOTING O 16d O 12'oL. B OVER 6'-0' 5�T NO.Wf+� DRAr* 2X4• I6 o,c. 10'-0 71P 51MPSON A335 NEARSIDE 2x6• 16 oG. I5,-0' 12''62wd• 12'OL. Ex 16d• 12'OL. 2-1od Tx FAR��iDE 2x8. 16'o�c. 20'-0' m-O'Houxo NI Ex 1-W FOR EA. INCH OF Lmm 3X TYP EACH BRACE- OEM INSTALL IN 2 Rom 8LK& 2 X 4 BRACE• . N�.INS SGF�U.6 0 �51MxS.�ON L5TA24 AT HEADER �• AAND SILL AT WINDOW OPNft 2-2X PLATES 2X STUDS O I6'OL. I. JOISTS AND RAFTERS TO BEAR1N65-TOENAIL EA SIDE 2-Ipdrr llEJB. AND AT HEADER AT DOiOR SILL PLATE ( ( SPLICE 5 � 2. STUDS TO SILL PLATE OR BEARING-TOENAIL FA SIDE 2-IOd � � r•-f O Ex 51U7WDTH x STllpWDTH OPN65.6'-O' t 6RFATE R Q I _ 2X P.T.SILL PLT.W a 3. LOI$t DOUBLE TOP PLATE TO Sn ---------- 2- �••1 ¢ Ibd• 12 OL. (TYP.AT SIDE OF OPNr7HALL TYP. DIA60NAL BRACE DETAIL 5/8 DIA.AB.• 48 OL. 4. T PF3t DOUBLE SOP PLATE TO Lori PLATE �•} � IG �' A05T AT HOLDt'a01��N ANCHOR BOLTS 48 oz. 2-16d 2X S1UD5• I6 OL, as 5. TOP PLATES-ENDS AND INTEtSEGTt�l+4 3-164 � �� ('TVP.AT E3£ARM6 NlAt.l.Sil SERE PLYItiO.SHEEARNMIl DETAIL � 6. ELOGKIN6 EEThJ£fN STUDS EA ED FActLrAIL OR TOENAIL 2-I6d T ♦� OF ?X STIRS O Ib' OL. FOR ADOTL SPAGBr6 REfO•TTS► .145 DUI. X 3'LON VELWTY 7. BILOGKIN6 BETHMN JOISTS OR RAFTERS EA.E NID FACENAIL OR TOENAIL 2-16d �j O vJ •,{ ,I��/�� ONS t A� D. MLTIPLE STUDS • ��1 tr IvrV.. � Tw1�7 Dy� �.,�. �j ��, � �� ��� �"�'rV�C �► 17FWE PM AT 32' or.. 16d O 12 OL. ?X P.T. U PLR. 4. BUILT�P flFAJ• 16d• 12' OL.EACH SDE Q `u -"� re.e,rvR rev.pATG iV2va4 SCJALE.Krs. �.row' �V.QAT6 s'1� 9U►L6 Krs 10. BUILT-4p CORNE315r1175 16d• 12' (---F - �. Faa ra4+► rev.aArEJ iv�n4 suNt>!.Krs W N4 6A.W115FER5 'S 24' PLYND,5HtEEr 2-s4 CONT.• GR8 'E OL. 11. LET IN BRACING E:A E30----Ix¢ � NbT6 JOIST'S AND RAFTER PRAMN6,AND a ,. MUNL BLor✓M 0 .TO _ _ I ,4.,w AT INT�7IATE STUDS-IY� H-{ � 8E MpMMJN4 3x NOMANAL OR NDBR IYL WHEEZE NAIL 5PAGIN615 3 oz. 12. RIBBONS 70 STUDS- IX RIBBON � `J - AND CL05f�R 2-6d JOIST OR RAFTERy c 2X RIE E-1 - 2-16d �-- NOTES NUJLS TO HAYE MHN. ti - CPE ' /� EDGE]DISTANCE OF J✓8'. SIDE OF JOINT OPTIONAL POUR JOINT b 1L 4'-0' MtM. 12-16d IN 21ROHS 8' s`3. 24'OL. 2 ' E376E NALING ff-w EACH SDE OF SPLICE 8' low I CONT'IRM PARS EDM NANJ%(EW 2-2X PUTS. r AT C.ONTTNIOUaS PANEL EDr615 c PLYND.SHEETS TO If PERpB DICULAR: � ,o S RAFTEM A6 PLYWOCID``�"'S gun n?. NOIR-BEAR1N6 KALL TO 51.E VETA is -0 I (� PLYt"1000 5TA66M 15 24') FM w2 Pv.DATE,IVAM �,KTS t U EiOCaCIN6 SPFGIRgD(SRL; PLAf�I CZRTM ALL SPLIGE5 '��• d.00IC ALL 87�8M AT FL(XR OVER.STUDS_TVP. Cr MAX q'MAX q- M IAX �o DIAfHRA" iu 4C �--- PLYNla JOMT _ . �r � u" Ai0 • i E E I Ik- I PROVIDE 2-I0d Tx v 06 1 OR 'P U_EP EUA.OV z �� FIELD NARM(F1) Ir ANCHOR BOLTS PER DETAILS ° oI BOfJKDAE2Y NJ►WN61b.N11 DETAI A AND 9fARNw1L SCHEDULE p„ o DO r IUV 00 TYR PLYNOOD Pl 51fNTH % DETAIL �" TYPc,A�. r�xtr�M PLATE SPUCE DETAIN 5 MA SOU MY.DRAM CYGM4 WAL KTs. FRZ H05 R Y.DATE,IV2V44 SCAL kTA U .r V STA66ER NNLS FOR � t � SIMFS,aON .BOLTS TO BOLT TO BMT STUD MP, a ;o �x SHE ARHALL• DOUBLE OP PLA DOBLE TOP PLATE R.YYr00D OCCUR EA04 SIDE OF WAIL STLQ 0110N h100D GflWG. O�R'-SE�T V13tTIGAI.PL't'ND:.101M'5 AND L►St 3X SEE TABLE 00W,I FD?A 2-5✓8'• 5�8' • 18 24 4x4 16 F., � � H-� _ HEOED8E WAIL FILL66 WERE SILL PLATE 15 DRILLED OR NOTCHED „z W �. -1 I (T- Tl I HEIGHT.- STAGGER PER H#T.kA 23/4 O 3/4 • 18 24 4x4 20 ONE THIRD PLATE WDTH OR MORE,PROVIDE WALL 51U75• Ib'OL.t'7X MIIU •5M NOTE THINS DETAIL RE A& SHfA LL SCS. 7 BOLT H DIbA 2 7/8 • 7XV 18 24 4x4 ?b ANI"BOLTS NTNIN 4 OF HOLE OR NOTCH 513:91EARWALL SCATUL E F 5PACIN6 E4 PLYW E50'M BOLTS TO Noov ,'' 4 NMIL REY,D.STUD THyGKPt'5s 51DEm5 OF WA[L (�,#IF. TAS N]DgN�t 6 HOBA 3-7/8"• T/8Y 18 24 4x4 26 HOLES 5H ALL Be y 1 ' MAX /16'LARMR HDIOA 4-41W• T/8'O 24 36 4x4 26 SW SI BLOC�KIN6 NEAL,IIs CONSULTANT N0. PLY. AND SELLPLATL-S �� THAN BOLI DIA. F014A 4-N • lot 36 48 bxb WA • EDW JOINTS Fam t PNtOVIDE STD.. HD2G1A 4-H!• I V4p• 36 46 6xb WA BYM AND ASSOCIATES I ( I 1 I I ( A Vr 2X Nod•6'o Las 12 O.C. 46rt ot. AT Has- 5-{'� 1 V4' • 36• 4a bxb wA r�«�«+tt�nv strvct�ry E"oir'°°'s (3 MM W SUM A V7 2X IOd t 4'OG iOd 012'OL. 31'Of. 460�WFr. - ` STD.GEIr NvaHEit RAM20 CUf.AYOIMU'It11,CA.MM N BOLT H ►Ln OR . I�� 801'..4 A� MAL A� (9m)4a•oaoa FAX IRO•)teams i Top CrNUTS TO!"tOGD: 9 1 11 I I r. . . . �# 11 1 ' i 1 �� .lOSNOL rx BOLT TO GONG E3f�T I 1 1 SES TIME SM TAE3LL'' ' OF =AMON" APPROVO frV rC{J I7 1. - '�r.►�wwc/�aiii BM: ' I Ll__ _1 I 3CLX MM. CITY ENGINEER 24053 RCE: DATE . L L_ 5/8'1X12'MR+ 2 DOLTS EA.PANE. 9,P-CiE-7W SHE-7 SIT 5H EA 4NLL SCMD .Es AORNOf6r OF • . 'PK'M6 5`CAR Mtr A10LDDOiri 5FW1 Be� - • HOUDDIOf1l REDI)GE A B:9PAUNB BY 01E FMLf 1 TORGEUE137 A5 REQSMEEF SIT ELAN MFEE32E PLYND: IS 80TIf SEDeS OR W1EJ. ♦ 16' By! - DATE eY DATE OF PLS ]DETAIL. !� ftwc)Oj"Nr OETA1 0 REVISION DESCRIPTION T>rallrllla Nla. . F1LE1 a WV.OV&Y"* %Aa KT.& %L OW My M%*5 30 M? 9ULE,KTA DERN • . r.;a. >Isss _1rn:k sal , Pf�IV�t1GAT87 PLYWOOD 1mm.101575(1 am JpIST� t/8 MN. L4 RATB� I• a1AT101�5 AND S�IOP DRAWINGS,5rA1�PB0 61'A LK,E?151� C.ALJFORNIA • CVL OR 5TFJCT1 RAL E RER,SMALL BE 11 ` ' • � 2X4 5TW/ Ib'OL. � TT®FOR 13161NEER5 V4'MAX APPROVAL PRIOR TO FABRIGATM ROF ES S/ ' GONT.JOISTS a4 2. P ABRfC�1T®PLYYdG�OD.101ST SFWLL FA8rt1GAT® IN AN APPRONEp y 5IJd5TITUT101�l5 PROP05Ep BY 1}E GOKTRAGTOR Y�Hf.H REQIIRE No. 53350 6l.lX 2X LBARR So"DEPTH 2X BLK6. - - - - - - _ r MAX. � � 3. MANIJFAGTURI9t ; Rick M_Byrd MLn oJ45'o A5 G1B.IST: �, _ . ADDIT10f+/�, TW SPENT'FOR R VEN AND APPROVAL OR 00J46 S, TO THE ° I zP X-Ow 5F10T Pm 2 X 4 BLK6.� IOd 13'o c 4 CONTRACT DiOC 4NM ARE 9IJB.FLT TO FEE COPA 5 TO THJE CONTRACTOR AT Rl!rIAINDER p� 1 I6'OL.STA66. - . DE��IQ!LOADS. (a0UFU5 PER 5Q�ARF FOOT, PSP ROOF UNE LOAD. 20 P5F. r; INTO FAGS SHELL ! 2x 2x G.S.J5T, i 2-IOd FA.51D1= ��o>= CALF I ROOF DEAD LOAD. 15 PSF. P% a BLK6. SEE PLANS AW$GHf�I,tE THJS'�F1T. � 2 EXIT CORRIDOR, 100 PSF,U480 DEJ`16GT10N MAX. 5. TJ 9L.Or.KJNG SHALL BE THE 54C MA 51MIF'SEI W F1AN6BZ 512 FOR ! V2 MATERIAL A5 THE T,N JL-AST. b. TJ -A"tSTS SHALL BE IDEMPFED 5Y A STAMP IN WATN&THE JOIST TYPE,NER J015T P�81OGKM6 N 2-2 X 4 PLTS� R T ?Xb JOISTS AND NAME,PLANT N1M�,AND THE PF5 2 MM,BEAWN6 M�WIFAGTURJ3t5 12 %*AIM Dom. 2X4 ' MAX �-' TION L050 AND TWR R5,ORT NkM f1R_,y.-&). II T II PLTS� V8' hNN T• J015Tr ALL C,OtFOR>"i TO TW FOLJ.OWNG PROFILE. JOB NO. q5ogl i T ` BEARING t-16e FOR I J�,C,�1 r OF 51PP0RT °''� MAY 71997 OH. O H. mem DEPTH 1 EACH STLD. 2 X 4 STUDS/ I6'OL. j , STUCCO SOFFIT I ,� FLUSH W/BTM I Is 2X46 -346d 7/I6 058 PLYWOOD OF(� LMTEL DRAWN M5. 2X STW o I6.OL. TJ JOIST SnFFENpz MATERIAL EAGH SIDE _� 1 V2'x 23'M1K,RO LAM I! 356 T/8'X 2 5/Ib'GDX PLYWOOD FLAKE(TYPK„AL) MM126 3 2X4 (NO. 2) E = 2D x 106 P.S.I. TJI M `TION Ps FI F TYPICAL CEILING JOISTS ERAHN& DETAIL 7 TYPICAL TJI 145 STIP DETAIL ' FILL 4724 FEY,DAM IV2V44 'WAA KrA ALE,rJI FEV.PATE ,,,22144 SCALf.KTP PARALLAM P5L AS MA PACnUR®BY TW%"ST MACMILLAN NTH TW FOLLOMNN6 MMIM1 H ' 30 N L0WA E 5TRE56M 'Qr X41 24 O I? 2-2 x 4 PLTS. -- Fb=2g00 PS.J. E=2,000 KSI. Fv=2qo P5.1. Fc. =2g00 P5.1. SRJCE PER g • 50.2 - A ----TJ PLYWOOD o N o 91 s • . . 6[). &f OR LJ3>6>3z 2-1od Ea 5117E n•,! .. EACH BLoc1c SIMPSON 1$146.OL. ' FOR RJ9� 4NX R 2 X 4 346d PER �-2x BLK6. 2 X 6 BLOCK W ID SEE HLX6 W 3"Ibd BI.OGIC b-IOd BAC NAIL ► o FOR REMA TO l ED6Ef2 ` �5$tPJIJIN 4 �l6d T.p JOIST 5� 7 �`' 2 X 4 CEILING JOIST W - SEF PLAN �1 n pp 50.1 I 2-Ibd TO 5LK6. 2 X 3 BLOCK NY IDd 16'Of,. W z +' ' -2X12 CONT. LEDSER NTH - rr � ,�{ V , r' 5MF'SON 1773511 ba S-I6d PER STtd7.SPLICE bd I b'OL. ?X 4 BRACE V � ' h1AN8 3 U1iD.SEF PLAN � M BRACE PARALLEL TO JOIST • 2X4 STUD. Ib'OL. J^�STS 4 o TY� 12 f E .00K1N6 TJ TO LE06M G "Er..-T10N DETAIL S ►� �,►.�►,� lVXLV4 ,rte,K,s TYPICAL. TJ SHEAR BLOM% 5 TYPICAL WALL Ex �+� T�� �( DA,6 CY,h4 .I•. MAZE TO TJ DETAIL 2 FILE'TJI2 FEY.DATE, IV22/44 SG45 KTa O ' ���. FMTX FIV.W"E,1v22�I4 SC.V_E.Krs. � � w MJEJ3 SnFF�R '� SPLICE - 5 j a ~ 4 2- 15 COKE. PLYWOOD a 2-I6d NAILS _� 4-16d NAILS ' J FOR R04AR�l7ER 2- �4 CONT. i• - PER BI.00.KIN6 P92 PLATE 10 13 EA 2x6 BLOCKING T1'P. Imi Y, PLYWOOD OL.wex -51r oN H3/ °a�,. 4 51 --_. � � PLAIF t ?-I 3-IOd / TOP 8'C.UIG. . cs! 2� OCJCII N p 124'O.C.Er( TYPICAL _ SItK'��ON PAZ/ 48'OL. 4 X IZ LEJ76Bt W ��--2x f3iK6. �ROI/T ALL G�1.5 SILL PLATE�' 3/4'1 AB 124.OL. Il e� SOLO j 2- "CONT. SOJ h®STS E>'1. ^A 4 21F - TJ(51 PLAN) 3-i6d PJ3t 2XD CONT1.EXER NTH / 4'CONG.SLAB BLOCK �--4-Ibd PER STUD.SPLICE � < U SIMPr,70N PAI23/ 48'OL. PER U.ND.SEE PLM r 12' a, T,Jf 50.2 ANG IOR BOLT AT ~o STUD BEARING ICJ 51hP�.�OF! ITT3SIL81B t ... . 51MP5olt 1rnt 6b 2 x a KEY ,� + FN1N6I97 294 97W 0 IE''OL, u u FOR RJ9�4AIWER FOOTING C/? J- > b 2-44 COKE. <o o a 10 1... - u= o� : 2-15 CONT, t 7-04 OZ A TJ P TO L / WALL " 6 u u O TYPICAL AT AWAM BOLT STUD 3 _0 FlL` T" FEY.DAT&17 A4 %ALr P, I'�T v ..U FL6 H[54 FEY.DATE, 12AM4 SCALE,KT5. _ 3X6PLT.W/ ;O -Ax W/3/4. 0 Aa z u< ' � LINTEL TJ BLOCKING p J z - -- -- - --- - ' - - _ - __ - 13 R 1 , EK PLY OOD a" • • "'' �- EXTJ3v 3 P'q�STM 13 TIES 0 3804. i VERTICAL 54its wo LINT CONSULTANT • 03 tJ1 c�PLAIu BYM AND ASSMATES - 10S'�4 OM IM SUM A t z-� c,.� - s - - -- - - 51MPr.�ON PAM 0 468 Of, FAX(>iq1)No�00D1 8'G01(GRETE Jg..00K 80-14 j W#5.24.OL. EA �e ��� � w �sm mr CITY FOR AWL I ° m �J HCS CUCAM A r APPROVED C� E1NJER Z40 IaAT1� = RUN= smw14 R 9y DATE a„7>E . ;z REVISION DESCRIPTION o� Crry atWM Nm s� �P' SCS - E11R1 FILE CallR Ay111E.d @N!It � toNS Wtvsr (- IONS - 'rou�o�T t�� �Pr✓� S. tit N r-o• s-e• i13• rr-42 ; 00 xv �► _ FD1r1. 1 . , � A ' ' I i '� I 1 • FOR I FDA A r :• • _ I I _i—� I • � 1 r-' i I i i L — ' 3 1 I I I I I I ulm andI - 1 � 1 I now u► <h� I N c• I III � • w � I FDS.- ^ LIL t m r I •� _ ! • I I I I I II I I — J � — tT M I L- - — .- --- - -.-� � � W � •- D Z , I I I • 3 � f I I . N 4 z PETER J . PITASSI AIA LIONS COMMUNTY CENTER r' A R C h I T• c C T D WEST REGISTt-� z ` n LIONS PARK p R CITY OF RANCHO CUCAMONGA to ItAN 4 3 WHITS OAK AYC STS . 103 19161 Baseline Rd . • V� RANCHO C U C A M O N A A C A 0 l 7 3 0 TCI . 10001 080 - 13d >) co . F x . t q 0010 4 4 - 6 6 Rancho Cucamonga , Ca . - - 7L 47 : MI, +r�d► tea,_ v : r * 1V.jµ , .. .,.. .. ... .. -. .... _ ... . .. -.Sr. .. _ .( ,.'•w, ..... ... .._ -.... . - n '. 1 i " .'p'•,11j..,1.._ ...w .rr . - ►•. , ll... ......•.... .•.j...a.,...:IL FESS/0 Rick M. t c� No. 53350 . Exp. 4 '�AF CALF t JOB NO. X041 ( I DATE MAY 7, M7 1 ' DRAWN I f - f I i rn . OR'-J'TAP. � 0 0 GRKKET,TYP. . . , � I W o4 (SEE A 4x6 Q W-56 T.O.PARAPET 13'3•TDP. 121-20 TOP, Typ503 /— _ — -- - - - - O Z 4xb 6 2X10 O r 52J � TYP. Sof"M5TM 61-00 0.6. C= �—St�DE�Att �G6LIN6 5/6'CDX PLYWOOD W oG — — — — ---ti' — — — — J06T5 SEWN! F—i r lOd• 60 OL.EX.B.N. ,- � �J+13'3'TDP. � 1 I � O co IOd• 124 OL.FX TYP 3 t �V { ME PLYGLIPS AT All LINSWPORTED E06M "" AL 1611 TJ WTH (( E--4 5EE 4 I ` EX15TW&t 1,TYPICAL — II Ll 51RUT TO K46OWY Ib'-O'TDM fl \ 52J 50J c- — — — -- 4— —T- 4 — — — — --- ------ .- — . 503 �. T P. _ � � _ �, -- —•�— — — � — — � ._ _- �_ -' r .. 3 TYP X1 i i 0 0 : 2x12 T1rP.fJ1C�N ITT3511J6 TYP. STRUT — — _ -- ARCA- lf>fNl' { I CAORNER OF ENTRY M�YMU212TP EA Eo ' --- 11 TPP.EA.Btu-_ - �— Vit- t3 114` -r— — — — — < U ,, u r. i �a Tr- lu — — — — — — Ilu vi > ^ 411542J — ' t �' << • a I6'-0'TDM ` — — — — Z o 1 503 5.2.1 ----�— — -- — — —� _ — — • rw2X L13M \ {f L udaQ 00 12'3'TDP. 13' TAP. \-" — — — -- — — a 3-.0 Li U 00x iii WWI z w ^ _ *< 0 C�tKxm TO 8E �-� �. CONSULTANT BYE AND ARXATB, MW IM 8T. NN1XittlEAA :. • 503 - y- C&�. (90�)40- O FAX(00)40"M WLM ' ( J01515 BEiOhN Joe NIM 6" _ a jot - _ - CITT Y O HO CUCAMONt3I A APPROM BY. A �3 Cmr ENGINEER acs z� ROOF FRAK� 1NG FLAN SCALE , V6• - 1'-0' OFr . SHEET - BY DATE 8Y DATE Q REVISION DESCRIPTION DMW am DR%= fAPPROVW i` r M W 04.1"6--W,0.44 . ZS . Y nA 1 . T 10 2c4• I6'OL. ?_ (�?2- ?x4 PLTS. 503 ✓5 MA&UNTE, PER 0 MIS%mice. t PRAFMl16 . �rr �( r � $ M5T1460 6'-O'OL _ \� TDR +16'-O' (W PSL Q[ >c ��•s••s NEN W*TWTM I CRICKET FI!tAMIN6 PARAPET — — �•� 5✓b'PL i aTO BE REMOVW 5EE ESS! �c4 L>~i?6ER 'i�,� (U V2'PLY1^IQOf� QRpE be hk5.LINTEL 2- CONT. PITS.91" Eli. �i PER ' -7t Rick M.Byrd c' ' BEYOND PER i TDA W-66 502 ' W No. S3350 EZ - _ TJI N MKO. W 3- 16d TO LEDGER F FOR REMAMPER ITT351 881 HN6R , N EX 00d• 6'OL� J?�IF I "Of ;,._jl�_ t SEE 1 (E) TRi15+5. 24'O.C. �` - - - -- - - -- _ - EXTEND 3�_IT Z X 12 LEDER TO TOP OF LINTEL (E1 STIAWM.LA35MJ 5IMx�ON (W 2 X 4 BRACE W 4- 1"STUD I i • 24'OL.PER s j JOB NO. q" I I M571602 (1'U EX 5PLK,E 3 4 ELK&• TOP t BOTTOM (IOd• 6'OG\) 50.2 AND 4 VERT• EA.MXOF ;tISS/ DATE I ( 2- $'5 DONT. 016d 0-4280L.(PIEI D VERIFY) / MAY 7, 1997 0'U lZ 2x4 TO PLYY(M BEThEEN T9 5ES DRAWN M.S� A96 EACH BRAGS � - EA.(q 2x4 PERT. W/bd• b'OL�(FIELD,ARIFf) I (W 4 X b POST RBHOVE(E)EX < 24' X 24%450WY N 3 V2'X 16'P'SL � - PILASTER (N)PLYWOOD (E)Z- 2x4 PLTS. REMOVE(� PLTS. � Z 2c4 .STUDS• Ib'OL. . 3 1� 7 4.5LA8 W/bxbu 14 R_� M.4xW.4 503 DOW3 SAI` 51� SKYU6HT f �— AND SPACING AS SEE ARCH. SKYLIGHT ME AR01- PILASTER �r x x x— x x 5 IM1BHT CURB 2X BLx6. W - ' ARGFf. EA h 4 X 12 I.ED�613? o t 503 r 2 X 4 PT.-PLATE T'J rrw �j CO f V V ) 17 W/518' •BOLTS 4'COC.SLAB • 46'OL. CAONC.%M W.O. 74TRU56 Jill x�x x � i ��� T 248 OL. 2 X 4 6RAVE OR E-4 r I 2 X 4 FANS R SIMPr" LSTA36 W �-j j s4 Co o M4. 24'OL`, 30'1 —'' • 16.OL,W 2 (� I I I i 50.1 EA04 OFA I w Y o •5 GOPCf.TOP VOL 2 X 4 U ` 2X121ID6Bt I I I AN?earroM Imo. • . I . ( . �. A34 EA 2 X 4 HANGER 516 0 X 12 AB. o 2 X 41 EitiGH T.L • 32'OL. — _ _ — — — — 0 1---I �i TJI v/ (" X 4 GOVT, 51-0'SGILIARE Fn Z-164 503 V 1 � V Lu - - - - 5 2 z a E'' ° 2X4. 166 OL. � . SIMP"PAZ• � SEE ARCA.FOR SAWCCUr 51A8 T - HT. t MAN7RAIL FOR(N)RAMP 46'Of,.4- 16d MIN c 16'X 24'MASONRY' PIER 2 • TOP OF PIER by 4- n, ATfA(,FMENT SLOPE TOP OF WILL SIM SON PAIb• N5,VERT.W+$3 TIES 4'CM SLAB W/ PER AR(A 462 OL.00•4. 24'FH s` " BE)D STRAP STEEL CELLS ONLY. 2 GiIP AWAY E7gSTIN6 (— ANG.WALL TO OM I INTBZL" , �r - WtIRSES i Cc N RAMP SLAB t � I • - � 9E0 0 03 V Rr T i I 50 2 04• I2'O.C. 2-44 � '` F = 48'OL.4- 16d Hk ° 4' 244 /EA SIDE o!' a I 30' F•. _ 2• TOP OF P� > • 24'OL.HORtL ` .• 4 X 4 BLK6.• 4V OL. a o v r 4 X 4 MX&.•4B'OG. -' EA.510E OF PIER < L t5. 24'OL.VERT. �' EQ- 3 � � �4 GORY. � _ . I 8'GONG.BLOCJC .r — ,' V! ^40 GROUP SOLID FO REkINDER Swv"PAZ 0 KA 48'Of,.4164 MIN. ` t o a • s 3 2• TOP OF PIER Y z q'r U' •4. 24'OL.HORIL " K 12r 024'OL. - — 3-2 X 4 STUDS a z 17 EA.SIDE OF a °a o '� EQ. r • Ea 6 PI _ JU U 00 4nt.. M V t be C40W,.BLOiGK X` a x 6ROUT SOLID •4 12r• 24.OL. = -� iffi. t A z tB1 PRAMIN6 2- 2 X 4 GOVT. Y 3'MIN. ROUGF0 EDGE iL < w a 11D 0: • SLOPING GONG. I 2 X 4 KEY GONT.-� , • rl SLAB W ,94CONSULTANT' 24'EH �'" 2- GOVT. • • - =4.24'EK B 1111./ AM ASSOCIATES it �� — 2 X 4 KEY CCOfCF ° ( l GONG.SLAB RANCHO CUGIYONI0k CA 9V30 Pix(900)40-0M Jos NOt 2�s CW. COY OF RANCHO CUCAMONGA Y APPROVED BY: / els., = SL CITY ENGINEER 24053 RCE DATE (�FOIA�ATIOM < Y. OF w 9Y DATE BY LY11TE cr'_- - REVISION DESCRIPTION Q D� C" DRAMIC Nm- X2.1 _ :. _. . -- . - ._ .._ . _._max .. _.._ _:�..�_:..•_ _ _. .. _ 1 - . ;��. - - - ', I :,;rrYs'I1 ib.•.�. .. :` *='`. .. _•r ., }s .-,... ..C'�. �'-'4 .....a+•��a` a r.t.�.. r�ryL . ,.;�.._._ ... s.ry.ti _ - • R !10 PAC SEp AR CAPACITY POWER —COMPRESSOR SYMBOL MAKE MODEL LOCATION AMB: AIR CFM OSA COOLING VOLTS PHASE CONDENSER EVAPORATOR OPERATING. GAS HEATING CAPACITY INPUT OUTPUT AFUE LRA FAN ��:A FAN: LA SEER WEIGHTG11146 AC CARRIER 48SS03004Q* ROOF 105 900 320 29200 BTU 2 30 60 1 ' MARKS * 7 14.4 81 1.4 2.0 10 450 40000 32800 81 TRP V AU T�'wT"rrHEyPERATVRE CONTROL MUQULATaVo EcoNoM¢ER, WALL HHVA_j 72, q WITH SUB-"M-4MMAZt W�AYY TYD 24 PE FILTER,ECONOMI R � H000,ROOT CURBY'CAN FAS'Npy>�, Np•TOI,.jor OF CALkc� AC CARRIER 4888018040#e ROOF 105 600 60 17004 BTU 23Q 6n 1 8 7.6 ` 5 0.7 1.8 10 375- 40000 3280081 PROVIDE UNIT WITH THEM DERATURE CONTROL MODULATING ECONOMIZER, WALL TYPE THERMOSTAT WITH '0NOMISER AND 24 HOUR TIMER-MODEL Na HH07A-1 72, WITH SUS-SASE-HHS UI7 HROW-AWAY TYPE FILTER,ECONOMISER AC CARRIER CURB--CAN FAB'MopleL Tpr,q,�� III+IT. Hoop•ROOF ROOF 105 ` • ��eTU 2�,p 6Q 1 . �' _ C 9 Z 10 g00 TYPE T14 UNIT WITH THEME ATURE CONTROL MODULATING ECONOMIZER, WALL JOB NO 95091 4'O >IJ�O'4 O low �s 2� �1�'O k •. � G � "re _ _ � 'IJ�� 81 TYPE TI•IERMOSTAT WITH C . JN OMMER AND 24 HOUR TIMER•MODEL NO.HHD7A-172, WITH SUS-BASE-HHQW1TJ THROW-AWAY TYPE FILTER,ECONOMISER H000,ROOF f�ATC MAY 7, 1987 d CURB-'CAN FAB' Mppl,�- No. r N{�Q •r� AOC CARRIER 48SS0',j004j* ROOF 105 100 8TE!' 23 60 1 ,� - ' ' ,N 10 �Q ,40000 3 -„ rye 81 PROVIDE UNIT WITH THEMPERATURE CONTROL MODULATING ECONOMIZER, WALL 40!; 21100 2 �C"" TYPE THERMOSTAT WITH ECONOMISER AND 24 HOUR TIMER-MODEL NO-HH07A_177 WITH SUB-SASE-HHMAZm, THROW.AWAY TYPE FILTER,ECONOMIw_R HOOD,ROOF �l CONTT2AC.TO R SHALL I P SIAL L E cobM I-ac i---- 1 h1 CURB.'CAN FAB•MoOSL wo.T,pl +�l►IrT. . 1�G UNIT EXHAU �' FAN SCHEDULE ` SYMBOL ABBRE- IDENTIFICATION SYMBOL MAKE MODEL SERVICE CAPACITY S.P. H.P POWER RPM TIP OPERATING REMARK VIATION S CFM SPEED WT. (LBS,) POD POINT OF DISCONNECTION Z EF COOK 120C2B RESTROOM 900 3/4 INCH' 11'6 120.60-1 1365 4280 100 PROVIDE BACK DRAFT DAMPER AND ROOF CURB 1 Z • POC POINT OF CONNECTION CCS • W SAD SUPPLY AIR DUCT REGISTER AND GRILLE SCHEDULE ( � • A68RE• IDENTIFICATION l�J RAD RETURN AIR DUCT - SYMBOL MAKE MODEL OBD REMARKS VIATION r4 O SG TITUS PAS-AA WITH NO WITH PERFORATED PANEL 0 OAD OUTSIDE AIR DUCT �"'� E...{ Q+ �+ 24"x24'PANEL SEE PLANS FOR SIZES SV SOLENOID VALVE Zia EAD EXHAUST AIR DUCT o C� RG TITUS tiQP WITH NO WITH PERFORATED PANEL - J�1.11JJ�U 24'X24"PANEL SEE PIANS FOR SIZES OD OUTSIDE DlAk•ETER � � • S SUPPLY r ?�I L L �: z U - EG TITUS SOP YES WITH PERFORATED PANEL_ M SEE PLANS FOR slzEs VTR VENT THRU ROOF w TG TITUS SOP WITH NO WITH PERFORATED PANEL cz 24X24`PANEL SEE PLANS F0i2 SIZES GALVANIZED F�� O v 3 CFM CUBIC FEET PER MINUTE Q RG RETURN GRILLE C� TYP. TYPICAL EG EXHAUST GRILLE C� t E EXISTING PROJECT NAME DAVE __.____J MVD MANUAL VOLUME DAMPER Q ` ,r FW ICT LICKS PARK C"J;NI'ERr t 3/1/96 (N) NEW ADDRESS w "y �j w31NCI► NE9:.ltE.C>�ANK'.AL �rs f 9.-9%0-t� BD BACK DRAFT DAMPER 3 M� 01T►T S(4k.} - DN DOWN __ V oocuMEKrA,aN�TNOR �"ONE Cn.d■ebpo..e ALD ACOUSTICALLY LINED DUCT 6ewwdA�gUre _ —— — C 0 5 EA EACH j. DATE OFPLAM aua�s CON0"1ONEDFL,OORARS► O THERMOSTAT 3/t/96 ^f'f 2' ?-c --�--� UCD UNDER CUT DOOR 9UIlDSIfaTYRE Cl MMRIM REMOENTIAL Q Ho�T1gcwElTt� i� t T% DEMOLISH OR RELOCATE THERMOSTAT < �- o ����� Q NEW C�Ca'IiTFiUCT10N � AOOIttOet Q ALrERATaN CD CONDENSATE DRAIN "9714010 O/Iii 1AlIIG,� PRESCAIPTnft- Q RM CNAANCtr o COMPUAIOM FIRE DAMPER < U Pig01►os IFNH'SLOPE CQM/LIANCS. _ a' PREVIOUS ENVELO/R r'E.=i4eT � ExvewPs C061'tJANCE ATTACHED k o I FC FLEXIBLE CONNECTION _ Uj This Certlficato of Corrlpilane a lists the bu17dit Nat des and polonrw�ce needed to Comply with ritt�24, � a Parts i and 4-of the Callforni�a•.Code d A aq*ft vrly beil*V mechanical requirements, Q o egulaliorrs.Thb certNiniie r,. to 40 The dou Princi is nical Designer hereby certries that tft�proposed bulidng design represented in this Sol of conswc:crt EF EXHAUST FAN < < U o Q _ � Z co v ent wdd't the dlfer compliance form and workstleefy wRtr tte fpeCtliCatJpnt,and with any other � Y O v o aubmdted wAh this pwmit acpiication. Tits proposed building has boor demgnW to Meet the mechanical DOOR LOUVER P P r�-•'irerrrenle corltaine�:r.sections 1.10 tttrotph i 15: 120 1tMt1u9h tZ� 14Q through 142. 144 ad't45. � 0 0 Cl. = Oaoo ��chedt�: • ` EXISTING DUCTWORK TO REMAIN U • _ 0 J x Yom. W I tteret+ry affirm that t am under the _ U _ y, pr*ov d t 3 of th•. Business.and Ptdessions Code to sign this _U§T OF MECHANICAL DRAWINGS WEST BUILDING U Z document as the person reapomsible for its preparation:and that t am st civil engineer,mechanical-e*ww,or aid%tee. �/L7�71�� EXISTING DUCTWORK TO BE REMOVED u, 3 I a Lha:I arsx SCHEDULES AND LEGEND i-- 0. U - -- under the exernptian t�Division 3 d the 8uadlness aetri Proiesdwb Code 8ecdorr 5337.2 d M-1 C ttht BUeiRtees and Ptolesnforrs Cotte b sign dOCURrertt as 0@ p wson naP0n fC*its pr"Mion:nerd that lama Z wcsrtesd eorltrador prepsrtnq 4ocuPrerNs for work that f Have eatttaded to psrtorrn SINGLE LINE DUCTWORK, NEW f Q a- < eo of 0 1 aifTm that I m 06*1e=jw 210 exan00n to OMSiOn 3d I*Susineas and Plosions Code by Section N�2 DEMOLITION PLAN - MECHANICAL d Coda to sgn tl1i�document as the person reelporls+ble for its �- STRAINER prapocstlots:acrd fnr the fidbwtrtg re,eoar Mi•-3 REMODEL PIAN UN SUarTAN i - MECHANICAL a•�•cx� •NAAiE. _ ara,wTtahE llGt DAT- � rr - FILTER DRIER � 2.24 3 N '` A�4 CONTROL HARING DIAGRAMS AND DETAILS Irldlaste locatbrr an pterrs d tdoM I /or IrlaedalaRr hlsawieM, M.•4 - � - ' t-- EV EXPANSION VALVE E N G I N E E R S t _ ! 310 EAST FOOTHILL BLVD,,SURE 100 . . . . ARCAEW CA UFORNIA 010M - TEL:816-9010.1363-FAX 81b�1MI30 For delesr"insww1kro to ltre' yl�►>lwllMilyds e�+ret.isnc>e wIr d tA1it asi'ati Mati . 1.eM wfer tar 1MriIerwslestil.i. . 'gawi c,abYst+edt�r Nee C+Aidr>t+iiicEner,�COn�nissidry •- . ff *Cl+ Required en pQ4r 1w at=bminals. Ipwu,Z&In be il►�_art>� = � � ��� MECt•h2 Requiad!x aR sub+aiete cl+c�oee aPProVrt_ p1aw et uaMisrisal eanpEanct CUCAMONGA MEf�3 and AAE04-4t' RogOitt WI of sGt x"fteb, i APPROVED 8Y: MOOMr�totm _, ae..e.r CITY ENGINEER A L f -� •.7. _ 1, \ . : r SCHEDULES AND LE _ +. f` GENET-WE ,F+ SHW • vt.... .....�T .�._. �..�=� .. ...-�.�..:: ...,,.:--..C.,i f.'�u 's�fir:_...w.�t5 �ot�.',t......:4:��.L.. .�.:1�._ _._moi.-s�w�. ._c:...., a. .... ..:'n... .t.i.. .. ,�, < (N OAiE w ti111E 'JAL or 0 REVISION DESCRIPTION >. Ot�ON arir t�4 OlflSlDt APPIIOtIlp .,j�'= ' `..f AR Cy�� • `vim Q��E , � ��a NOTES 1. REMOVE (E)THERMOSTAT. SEE REMODEL PLAN FOR NEW LOCATION * G11446 2. (E)THERMOSTAT TO REMAIN �N• 3_ REMOVE(E)S,(:;. INSTALL NEW AT THE NEW CEILING. OF EO��\! 4. REMOVE TRANSFER GRILLS, RELATED TRANSFER DUCTS AND FIRE DAMPERS. 5. REMOVE EXHAUST FAN ON ROOF,ASSOCIATED DUCTWORK, GRILLS SERVING THE REST ROOMS. JOB NO 95091 S. 8'X4' EXHAUST DUCT SERVING JANITORS CLOSET TO REMAIN. )ATE MAY 7, 1997 7. REMOVE (E) R .G, INSTALL NEW AT THE CEILING. g, Cad' SEA-L oucTwcfZK Aj;Z TIcIHT W/64EET"r--TaL_, 1 z as ^ w � � o UP4 P4 ct z u C'3 Z U { I Ll O V3 Is < _ < 0 < � a Z m v O p 0 O p i U CG ! z p w 3 = L� o U �ONSULTANI &KCON�V LTNO ENGINEERS F 310 EAST FOOTHILL BLVD.,SUITE 100 "111 ARCADIA, CALIFORNIA 91008 TEL:8184OD-1383•FAX 818.9010.1305 C" (W RMtCHO CUCAMONGA APPROVED BY: ImcoowDom By. CITY NEER RCE: 4953 PATE: lllmcrla+ 3mw DEMOLITION PLAN.— MECHANICAL > or REVISION- DESCRIPTION oam car owl�wrlo Ma -_. _ • ��_ter•.� � NOTES R ,F- 1. AC UNIT ON ROOF WITH ROOF CURB. SEE DETAIL ON M4 AR 2- 3/4"CONDENSATE DRAIN WITH 4"HIGH TRAP AND DROP DOWN THROUGH ROOF. 3. INSTALL NEW S G, AT NEW CEILING 011446 : 4. TERMINATE 3/4"CONDENSATE DRAIN IN THE JANITORS SINK FeL S. CONNECT 3/4"CONDENSATE DRAIN TO(E)CONDENSATE DRAIN PIPING- 8: CONNECT TO(E)8'X4-EXHAUST DUCT. Of C T. .-. 1471.4'UP THROUGH ROOF To EF-t. SEEDETAI 'NUMBER 2 ON DRAWING M4. a_ [4'X12 TRANSFER GRILLE FIRE DAMPER AT CORRIDOR CEILING. SEE DETAIL NUMBER-3 ON DRAWING W4, f 9 0 JOB NO 5 91 I 0i KILN VENT'SYSTEM SHALL BE'ORTOW PLENUM-STAND VERSION. MATERIAL To i .BE 18GA STAINLESS STEEL WITH 16GA LEGS, 12OV 1PHASE WITH SWITCH. '. ")ATF MAY 711997 INSTALL VENT SYSTEM K1T AS PER SPECIFIED GUIDELINES(ORTON) INCLUDING . a :1/DWA� DUCT UP,ES IN KILN FOR DOWN DRAFT. EXTEND 4-DIA., TYPE NATE WITH A RAIN CAP -B- ABOVE )f EXHAUST NN THE ROOF LEVEL. INSTALL NEW ROOF CURB FOR DUCT THROUGH ROOF. - - - _IV. RELOCATED THERMOSTAT FOR'AGS: � I 11_.RELOCATED THERMOSTAT FOR AC-2 t2'. 'INSTALL NEW 12X12'RG AT NEW CEILING, 6KAu-ft lope-r FF-,Cm A60`( IK-tAge aF_A--'3F�T C�)12 i r A E Zo,� (014w 14 � � : l4.(NrC?.s 12 F%..mrA- ,. 7n ru* Mame t.. �-/�+A►. - �--� / I 15.00 IZx I2 ACL. ► TTS MooEl- PPR . O • ON�wr L ( (G. GLEAN RL` AIN T' ALL E.xlST1N� pIF1'J S v MA y.� NES. i Io cd ZI U r 2 S40 9 45o GICNI )Ids"®�' I I,41►>< 14 2.G. Z I- � � , t ICU (2) 12c! �I � -- ' �}t WITH F.D ,� ,2�� `�'' ;- (Di , P ,, .�-�- ,.� My o CTYP� oz . ,� 1 I I � 14e� 1014 { o �-C>✓)IZ' o O c.F M I (T y p WIFV C w { 3oo cFM GA,. �' 12� rl1 Rnr�l � •� �j �2� IQNK�Q-'ISCI o AC-•8. 2 •. 1 :o [FaIPm - O W ITH. F ~ i ' IG>c12 rf��• cfm { 1 I 740- G� Il -Al2I I - � 4 I l.o� AC, EF x G• 5� �, o _ _ 5r5� PM > 1 14-1 le o � 12xI� ► T I I M ? �1� 117, ^ Q — — — — -- — a --i AC-31�w,.14, f cn 14- y d lox 105 0 GFM 3 < z Q �'► cF1 12x 12 t� - _i W/F� 7 M GFM 1 f-' x O o 0 Oro � } ►- - IZ'Q� Io�Io�`^��R 7.5 f 2x12 SGI Ids 12� � i 5U 'O� AG io Cox 15 a, = o Q o P 14x12 O i 75 GfM J X O wj 4o O�c�M �2]12 �►2 E.g . �7S CFM EA O. Q OD Ck I — _ CONSULTANT &K P.rgcm EERS - 310 EAST FOOTWL BLVD_,SUITE 100 f ARCADIA, CA UFORNIA 91000 TEL 8184930-1383•FAX:818-030-13W - CW OF RMlCHO CUCAMONGA i APPROVED BY: �/ RODot+wF� IM mxzo CITY ENGINEER RCE: q we l Oil s w REMODEL: PLAN-` MECFfAtVi A * 1 I i By OATS L, REVISION DESCRIPTION ago* p1Y nro�tll� A�wa�en ��� o - - r ,e _ t I . . . I . - 5 (tilt _ . - I .1 .. r \._ - i " _ _ . _ _ _; . "`��L 41 . . . I SEC ARcyir .14 . IAODUL.A.T Ne R GoN O M t V�Q�� ��'�► R . Cc�W� RD [3O\ �XNAusT 'FAIJ * clla46 Q Q�'Q �-� D Rll Bu I-�3CONTROL . . ptCcOu ST1 GALL*( I I F���\� LINED TR,ANSFeF, I I 4F CAi.� ; . C)ucT . SA'�E SIZE . As TRAgEsf=�-R � IZI LLT 1 I 1 �LAsN Ita�, , I . F ( U�UNTER DLSGDNNaG_T SWITe-N ---�'Q I F L.psH 1NG� 4 - LP�� BY SLEC Tib I CAL_. I ( JOB 95091 14 FIRE DAMpE t CANT STKIP SGR�. J`1 GoNTR�GTdl2 I I 1997 It .` Ro O F , --C - - Ta (F_)-T1 M' L L O G K. SATE MAY 7. l::::,l __L /f 2 3►4 j, 1 t-- - r- - I / 1-1 C O N T A C, SRP,NN _- -L-r / . I - F Wc. _t7__l___7 17:: 7•lZ ANs FE m, 6r . GI � ,91 LLIE G12 11._."E. I L w4 V O LTA�►E . % A AUST Duc-T _ - .r Y I '�Ac K AR-A�T I" WALL tAMP�� SEE PL C G4 oL PA8EL. - - - - LME- W LT�4GtE - . LOSC-3 REST• FzvoNr41� p0R 51 NTR a �-+ .t �j vi . Roo NA -r9E2MosTAT W z � o . . -0, 70�p Etfr To 6MPzeol ( M"AI�T y(�M C6mt�- t . r10 ScAI- Nko scAL>~ Z � N o Sc -a It: S- I w u , r', .• c • a. it r: i . L 2 2' i 7 wl J t _ � W RI >" TR i N =z: ITC IV OL G D AG M _ .,; _ � A.C. tJN RA .�. �t�y O _ - w OIt 'tN u. �" .� T (1� ; ' x - - - .r r. H A __ . S•, :*)1;. lr .-- J-i�..t�:r. ..it''-.• _ T .- ..� �. L. .....>.-- „ ei.,,i-�rl•�J.e!L•.'••SriA.'a°-� �i- - '+1st,RAw�..n-...-..�r�:L,.'w. .w..r. 8.� 1r= � ' ' - ;:4 cd . ':'i;,iX.It• .._.9-r,«..� ev.-..».L.. ,. ',_• .. A.�...a+._r•....,..... . .♦ ;� a_.�-+•�....�+aF..�.e___rj;. . ..- . ...,,e.r .. Yzr d,..¢w0_:«.� " 'JI.. n �4 U .. _ :�'+ d c f. x. i _' i .. .. ,: , %%4. , ,,:'. �4 U ) - • ,. - - .. ,-- y.. 5 w�` }- +/ 7 r _ .. f+ A D W t. ': E .RAAAAAA� R fiR At.L TINEIE' Ik �:" TED. ENC�QSU . ' x _ AROUNF� SCE }- I >-q - - �:) h Q� r . !�'' _ ��yy l j 4 _r a 4 t 4 AN OF R CC EAR CE P - a 0 t rr ll E 0 V _ fn ..D11t uu M 1� 1 . t• i �/�' 0 `� e �f� • , i` a t` 1 . OF' D ENSI , r�� � ' � 4." Irk. �/if� O� -�Y l'. - " -,'. - ,_. \c ALE, SID S FQR FXPANSiEN� Y �A�{PIEI� DO N4 - cn PL-4 0 . t •' - 1% 11 - .:3 n'. '::* Q3 C J. 1 r COOS G L AN F. OIC A �' a Y Ott �T� C� . s c r� . A TFC Du Hca► s�.EEw �. s 4R E UR CT N ET N T •CAI�TRA L D `,A�CCEi� F� R r.r- r' cn C3 "S' ON` TOP B _ su aTYotr� - .' t encs a r. I ��� , f �� E ' -x A T St USE I~ACTO*' INS? A6. -I i - - �� �: z u CC3 DRIVE S�JP OIC" SLOE .t . � .,. 'k ° A�• / 1 U T u 11 i . - -. :.t• , A�`��S GALL f� / ,. ;� , T I �( J" R t 1 1: Y TO` KEEP'I3t,AD s" A ;` s x. F1 l fslsmt �, 4 d = .•' N ERTEN Mt�R E 4 D E VE T 'SLE ,• - .; . _.., - .- _ "�� P L AU SI ., S `� T STEtEJU F. �S Ct - OUTSIDE OF WA t _ r , _ _ �, r r _ ,+ .. t,W. 1 _ - . ,. F• - f `t cz 1 UNC.- . 9 a . �r-FU R+oUwc� ' I - -r v� N TE0 r:: P E . (D �.� 1�%o . STEM- SLEEVE L�\/ L E Q M T A v j APPE.IC Yft1!'� F�`0'HO J ., �). A 1=D 2 r-� ,- pL pRt} - VIS 'Cwt `pOQR�` --F. - U D _ .FIRE Pf.I`t` 1K - ;' i rr ll ' :w - COl�T: CXfC a _" �/t ll11Ef1SCR . - fZ F I FUSIBLE l..tNEG. CCEW ,�• - :: _.Mill. 1 V/ - .. . W •�A _ ,J: i �°'� I x - y �T - k M °�i ,�::. t -'o � t r �- r p l L NIF OLIT` S� C� F � s.( i, POSE-� �t k.; oucTWOR .� _ I r ss+za7 tis.lr iac I ted t itis o! iaii ow D { �'. lava ><tdiy f eL7 �v�+� ty. .� I r ertt!' eai iias t�ais rM bac viers 1 P4 ,. "C I O M i ,. F tM .�• �P° P�tIV E : f a+si�a. U x x1: 8 +VANI Ct.E � �� T Rl� ::' ;-r;. ,'' i . i its4 Y...tSNI •ai inaka2latiorl with r• 1f= anieW:� � - btu p A tau .. I i 1. CURED' TO SLEEVE W G'ALW • '�" ALL ;w r Q.tr.a4 the .rt1.c .s tw en .�e at �:v�•�a ar�,�.r � tiUC. SF10 , � /• M A �C A 4IIII 0 a .11 "MEET ET t REWS T` ASI �- °k'_ PL F } -s _. , r ,. ? t .: i _ - N s. OU CT_ A _ � AR r• GL.E 5HA ,. - S 1=. L�. ALL. ., 1 Lwrr /.� srR i •y. l,,. o I1T s .. i �w� J �` - -�' D•t+ Wit= y{ M �ilrt�•°� 1 h . s' .' - : • ave.t...AP µIN luvl� OF � t 2 � - r � . r r i'�a�dsls •! :V. a4 Nai► > s L 1 - L1 G F�f L LE i 'r . i!���.this i •e7wlL. y 1. 1 E q1. �O�l i • A. FOUR Slf)E _ - i �. ,. - ._: -Y -, r Ott ..L _. ,-,,, �, �1 . i. . t. _ . be >1a t..�d to �: - ° _ r t ,= . is ti >r.� sea 3/i. tne�ii1 =owes. et wt E .n _,. AMP A S � T� Pty: VIR'rt]�f='SIAACRAr i�.es� u.k*A.e�i a. mac. - 1 w FIRE DAMPER �E. 8E U.f.. U TED. -ttV.STl1..�A 0 Cft �.�,t t.�xe .t tai ..�• F01Z S fit- . Lv = iN >,.t 1 s . ,o.ec s� o,c: aweia�aa __. -- -------- --- --- _ _ - -- STAN4AROS AS. DESCRIBED (N NEPA. QDi4 'I�tANt1F. %B l�L1SKIN..;TY , P_' 01�' �-OR ' o�si Not �edv or a.... I I� - 3 EQUIV: STATE OF CALII`ORN1A,:FlR I�tARSHAt AP VAS. N•O.,:32�! --24� ' � •ier �.e�el. - �oeeu r sm"P �:• R ••�: I . - MVD r wervart NLS ,. _ - . is ows."tIon ...p : ,- .la. wr»a .� , *; 5 ALR 2 1`12 SEAL EXP_ ANSION CLEARANCE -WITH NONE.--HARDN/O RtSILIENT CAUUMG COUPOlNIU . `� - " i►swan 1 oma id!-!'�.CrLlt�saAi�[ lftt� firs _ AROUND FlFtE' DAMPER' BOTIf SIDES OF WALE.: '$ sig .�:- • S 4K.<: , , • s :as��os. . . . N.aR.f.2 � tta�. ris- . i. "` . , r t - - i �� I •3 t3 - . - en . O , ... .. - i - - t�t 5 � ' _ (�), . UNIT INSTAL N D L It . ; - FIRE DAMPER DETAI � - , _ CEILLNC FIRE DAMPER DETi , 4Rr - _ 4 . .. . _ < U 0. W . • .•` . - W N V ' v - . (I7 • •O 4 W QMao • (11 ►- to . 4 0 ." . Zaov I. p p . . �_ Y O __ . / . - < 1 P 0 . 00 V r . W . _ x . _ _ U U . � Z O . W 3 s . F-• z . . . . w Qa . . . A. Q co o . .4- , . - . - � . CONSIJ{TANT i - ooNwaxr•+a M�'OFLWK7Jh . I I . .. - � 9 . .. I ��. I . . . I � . &K . MN4GINEERS . ' \ 310 EAST FOOTHILL BLVD..SWE 14M ARCJ►OYl CA UFORlM 111000 TEL Bid�1383•FAX 0164Mt= , 1. . - . . I - . I �11 I .. - . I - i . CrTY OF hiCl ` - ' - ' :r . APPRaNED BY: >• t 01 ' 17.14. �// srt : CITY ENMEER E; `. ' . pow a= - . . . ; t _ _ OF ' - . --- 'r-_ . _ • CONTROL WIRING DIAGRAM'S mom � r t t -��n . - -s, .._';-.°- 4-'-+A.4,c,.w_. : .."..1,.: _ "-•i+k. �,�-'.� .{i Jq,;1- w._ r..•v _a ��Nw,���- _. QAIE OI11E h? ' AN!!" DTA�LS-WE .� r. : *ms's . Q REVISK* DESCRIPTION wo�twso�N� ar�r�w `9"77M . , �. . _ / Vii, .it__ ' - - . _ .. I ' - - r t ) . - . :♦. 1- - - .. .r _ ' , f, 1. - ..3.Y �-1 !`�/ - _ 1. ..ra.• . .17-, . I .I . : .: - - - �y i t �:� ,s + rr .. n .r;: 1 7^ �..• i 1• ..:�- - 1 S_ .e 7� v 14' .. - .. r- r �. .-... - ... ..r.. _ j':•': -ti..' _ 1.r t- ` .., itf. r.!l. ' s�.�� . x_ r 1i •. r .Z )^ .. - -t, <.n!� i. .,,::c3�6L.._._...s.:'.Yn_.. -..T.�.�..r..�- i..�i' __;vrJaL.rt..'^ it- 'i .:•ir'.+`-�3-,,:r. -r.._.,#�>e__,�y»-+s tv �wrv...w ;ati�tyr�w'�o:•rr���v%.-o�Aca[ `...,F.S�irf•�r .�'+�e .:_ !►:.�?r...'.:r �:wrt!h�l�Es .�l.�'S�i+a, 4jK� � .'3' G..•.iLr� �. ..�.. - -. .., � '. . . - - __:�ti ._ -. .. _ .t .. _ _... ... __. ..r_ » r _.. ..�., ... ir✓4�!5t7C4:ai't�.r Y4+��t�at�_..a.'id' r .,i -ii i ....w�. se ...• ,�,- :7••.�� .<.di,_3.:h,a "J..+41':•s,''.:�'!°- -�Y P4 FIXTURE . SCHEQUL _ FIRE PROTECTION LEGEND PLUMBING LEGEND DA BRANCH CONNECTION _ SYMBOL. ABBREV DESCRIPTION �,� SYMBOL' ABBREV DESCRIPTION SYMBOL FIXTURE DESCRIPTION � Q a WASTE TRAP VENT COLD FST+' - -F F FIRE WATER SUPPLY BELOW GRADE W WASTE BELOW FLOOR OR GRADE C•l 1446 F t 2 LI WC-1 WATER CLOSET ,4+ INT 2- 1 1/2" �Mfrft. FLUSH VALVE. 1.8 GPF -AS AS AUTOMATIC FIRE SPRINKLER PIPING W WASTE ABOVE FLOOR REM D D DRAJN PIPING V VENT UNE ' OF \� WC-2 WATER CLOSET 4" INT 20 1 1/2■ - ADA COMPLIANCE VALVE. 1.o GPF T CA1. ---�- -- — PIV POST INDICATOR VALVE SD SD STORM DRAIN ABOVE FLOOR U-1 URINltt 2" INT 1 1/2` 1" - WALL HUNG.1.0 gpf FLUSH VALVE IV IV LIgT}� INDICATING VALVE j` GD 0? O'vuirLOW GRAIN ABOVE FLOOR r ■ w WALL HUNG FLUSH VALVE. JOB NC U-2 URINAL 2 INT 1 1/2 1 - ADA SAN - D ORAW4 VALE - CW COLD WATER 9J091 COMPLIANCE sov sHv-r OFF VALVE DATE MAY 7, 1997 L-1 LAVATORY 2" �4 X 1%2 1 1/2" 1/2' t/2■ COUNTER MOOUNTID. -- HW HOT WATER (120F) `" --{�}-- �--- CV CHECK VALVE - -- HWR HOT WATER RETURN DRAWN t 1 " COUNTER MOUNTED L-2 LAVATORY 2 1 /4 X-1/2 1/2 1/ r' ADA COMPLIANCE A AV ALARM CHECK VALVE a " ❑ 0 FUEL GAS - 8 W.C. • UI �� GIZ ' <_ DCV DETECTOR CHECK VALVE D D DRAIN S-1 SINK 2 1 1/2- 1 1/2- 3/4 3/4 ` " - ---ADA no=19m SPRWKLER HEAD - UPRIGHT CD CD CONDENSATE DRAIN S-2 ,. SINK 2' 1 1/2" 1-1/2* 3/4` + =� SPRINKLER HEAD - PENDENT IW IW INDIRECT WASTE 2" 1 1/2" 1-1/2" 3/4` 3/4* DOUBLE CSP" SPRINKLER HEAD - FLUSH PENDENT S-3 SINK ADA CAME! [�] PLASTeP► gtt4K- DIRECTION OF FLOW IN UNE DUAL HEIGHT, WALL MOUNTED ELECTRIC DF-1 DRINKING FOUNTAIN 2' 1-1/2" 1-1/2" 1/2' WATER COOLER FOR ADA COMPLIANCE R: -- SPRINKLER HEAD - CONCEALED POC PANT OF CONNECTION O ' L A-� FLG FLANGE E EXIST EXISTING PIPING (CW, HW. ETC) OR BY OTHERS WN-1 WA1�fz KA�F 50 61A L_ 6,A AGIn� 5p 0100 PTUR INS, a W • NOV 1L25 S5SMIG INA -� FDC FIRE DEPARTMENT SIAMESE CONNECTION TP TP TRAP PRIMER PIPE FDC FIRE DEPARTMENT CONNECTION. OF INLETS k cd CAP OR PLUG ' FH, FIRE Hl"DRAN7 FCO FLOOR CLEANOUT Q� KV KEY VALVE WCO GQ WALL CLEAN ~4 U . 1Fo If-- / LE GUT/CLEANOUT ---�� FHC FIRE HOSE CABINET COPS CLEANOUT IN YARDBOX o Q� cd E EAR ELECTRIC ALARM BELL -- - ---�-- SOV SHUT OFF VALVE U - PC PRESSURE CADGE WITH COCK --- -- GC GAS CCK U c i}�T CV CHECK VALVE o � � � TO AUTOMATIC FIXTURE LOAD .3C13EDULE RP8FP REDUCED PRESSURE BACKFLOW PREVENTER .� -----------------------------------------•------------------------ ABBREVIATIONS P v ) FIXTURE QTY FIXTURE UNITS -r HB HOSE BIBB WASTE COLD MATER HOT HATER 4.0--� @ TOTAL 11 TOTAL @ TOTAL rt DIAMETER ` GROOVED END ---------------------------- 0 ' RHB RECESSED HOSE BI6B PIPE COUPLING (TYP) 10'-d' ABOVE GRADE A AT _ _ tZ WC(PV) 5 6 30 1.0 50 AG AIR CONDITIONER � --��I-- --�•— eV BALL VALVE U 3 2 6 5 15 - - ABV ABOVE O ADA AMERICANS WITH DIS11l31UTY ACT W A WATER HAMMER ARRESTOR O I FROM FIRE DEPARTMENT LAV 6 1 6 2 12 1 . 5 9 .0 Q CONNECTION SS 1 3 3 ! 4 3.0 3.0 AFF ABOVE FINISHED FLOOR S 5 2 10 2 10 1.5 7 . 5 BEL BELOW CLO CEILING ea VALVE/COCK IN RISE/DROP OUTSIDE WALL OF DF 1 1 1 2 2 _ _ CONN CONNECT OR CONNECTION N BUILDING_ " u+ 2 FD --Z-------- ------ ------------------------------------- CONT CONDNUED`OR CONTINUATION RVP RELIEF VALVE ELECTRIC ALARM DET DETAIL - PRESSURE SWITCH � TOTAL -----------------60-------------------93------------19-5 DN DOWN i� `'� ELEV ELEVATION AV ANGLE VALVE (GLOBE) I --- ALARM CHECK VALVE EQUIP EQUIPMENT I RETARD CHAMBER TOTAL WASTE: 60 FU - 4" MAIN. , ::. FIN FINISH EXI SANG PRV PRESSURE REGULATING VALVE TOTAL CW: 93 FU(FV) = 66 GPM. , - 2" MAIN FFLR FLOOR- IR FROM — -_ �_ STOP COCK GAUGE TOTAL HW: 19 .5 FU - 1! GPM - 1" MAIN. FU FIXTURE UNITS) (CODE) 6&SURE GPF GALLONS PER FLUSH - GR GRADE OR GROUND —���— U UNION MAIN DRAIN TO DEVELOPED RUN 112 ' X 1. 25 - 140 ' . (FROM PRV) U HDR HEADER . o RECEPTOR WATER MOTOR MAW I.E. INVERT ELEVATION FLG FLANGE W STREET PRESSURE AVAILABLE =1008 MAX - 958 MIK PER CITY OF RANCHO _ SPLASH BLOCKN MIN MINIMUM STR STRAINER • CUCAMONGA. FLANGE (TYP) NC NORMALLY CLOSED GRADE EXIST. PRV @ BUILDING SET @ 608 @ OUTLET. NO NORMALLY OPEN-ALL VAVLES ARE - FIRST FLOOR "OPEN" UNLESS SHOWN "N.C.- PG PRESSURE GAUGE W/COCK cn I ►- a00 PRESSURE LOSSES: 00 OUTSIDE DIAMETER I < z a PRESS PRESSURE Q T THERMOMETER o 0 ;. .• 1. 4" METER @ 66 GPM N.A. PSI POUNDS PER SQUARE INCH (GAUGE) F- - Y o PVB PRESSURE TYPE VACUUM BREAKER < ;701 SLEEVE Ar PACKING - SLEEVE-PIPE 01/►.+4' 2 . STATIC PRESSURE - 5' 211 QUAN QUANTITY a• p Q o 0 RI&C ROUGH IN AND CONNECT = v -- _ 3. RESIDUAL (FV-WC) 258 SHT SHEET W x TEMP TEMPERATURE w 4 . PRV, 60 PSI @ DISCH. 08 THRU THRU ROOF O LL �. FROIA PtV ------ O TYP TYPICAL w 3 = MECHANICAL JOINT. BELOW FOR CONT. SEE SHT• TOTAL LOSSES: 27# VB VACUUM BREAKER � c v GRADE. RESTRAINED ------- VTR VENT THRU ROOF F- o Z PRESSURE AVAILABLE FOR FRICTION:ABL R F I W/ WITHYB a 60 -- 27 - 338 X100/140 23 .5 8./100' YARD BOX a. Q W of ALL REWRED ALARM VALVE TRIM NOT SHOWN. ---------- PIPE ----- ---PIPE SIZES BASED ON MAXIMUM 5.4"100 ' i r ??S VELOCITY . ,UT0HATIG FIRF_ SFfRdNKLeR segvlc.E SCALF NON E A PIPE SIZE------1/2"----3�4„-----iN-----1-1/4w------1-1/2"---2M--- CONSLA.TANI C3AS LOAD SCHEDULE FU(FV) - - - 7 25-----163 --------------------------------------------------- ovNs���ws EQUIPMENT QTY CFH REMARKS FU(FT) 2 8 20 41) 79 289 @ Tota 2 ----------------------------------------------------------------- ENG S`► 310 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CA LIFORNIA X1000 Nater heater 1 65 65 TEL!!i&MI3d3-FAX:5184Mi3M , AC unit 8 40 630 AC Unit 1 60 630 AC Unit 1 100 630 CM �F RANCHO C�` ON� AC Unit 1 100 630 Total --914 CFR APPROVED BY: '7 on --- CITY ENGINEER DATE: C- Developed run 225' x 1. 2 270 ' ABBREVIATIONS, "' TIM SHM Per UPC Table 12-3, Pipe size Schedule : ` SYMB OF Pipe------1/2w-----3/lw------2w-------1-1/lw--------1-1/2w------2�----- OLS AND � . .. size LEGENDS ---------------------------------------- ----------------------------- S1t OA1E tlf d1Tt or_ ; 0 REVISION DESCRIPTION 0�lt ��M I+a •._: CFH 28 58 109 223 334- 643 .. �i i E ARCyi • - " ' J. (E) f j —(E) I * G11446 * . (E�tCURAnNG PUMP 411 • - _ DF- � REN: t (E)3/4- HWR Q r W GO OF CA>��FO�� (E)CHEM VALVE (TYP) I VUCo to (E)SOV (TYPE 2 ( O Il] - r � a �. 3 12 JOB NO 9509 (N)3/4' TEMPERATURE do W CO 1 3X1/4' SMM PLATE PRESSURE RELIEF VALVE (� ( W Go ANCHORED TO NOT x ,4 N 1 r DATE MAY 7, 1997 LESS THAN 3 sums _. L- l (TYP-2) 5 2 Tri we ( - 31t I�RA`NN �cl PROVIDE 3- WX 12 GAUGE ( a 2tt � 1/Y MOLT 9CREIAEl� INTO GALVANfZED STEEL STRAP -�>t E TAPPED HOLE (TYP-4) AROUND WATER HEATER + - - = - (T �� 3/s��� f IZV �✓'TA(�) i5 zir 11� GAS COCK' o ,, o - - _ -- •'" :� E� IST �G UPItr / - 4 f3 DRIP LJ> Y — _o N F11W CT`r w) We-2 we-2 0 w -� u • •/ - _ - {,! -. - `� � r F DRAIN' VALVE - rl f I' roa CPN) U WATER HEATER PIPING DIAGRAM ,2 r, 4'' Iq- U d - ,NOT TO SCALE 4 } r E� 23 PLUMBING NOTES- 1 OTES 1 . 1/2"CNN DROP. �--� 2. 2 W DCWN; f 1/2"V� IN WALL- T^ V - �� r 3. 2 W IN WALL; 1 1/2"V RISF. V 1 (i► l_ I 5 4 �' 4_ • REMOVE EXISTING FIXTUFT. MODIFY EXISTING, # 1/�� �, - ROUGH-IN ,G� RECEIVE NFW FIXfI IRF, AS RF(1l llfi 'tet l 2� 5. CCNVNECI D EXTEND ADEQUAI F SIZED (_VV, f IW. Vii O _ &V PIPING ROM EXISTING PIPING I c-) NEW rIX I URES- N (0)hol, 01TON =.r I 6_ INS FN_I_ NEW FIXTUREt CONNECT W [XI!.TING O f Iw (T I ! ROUGH-IN IN THE WALL. r---1 l ; 1. EXJSf ING 3/4„H &C_W DROP; I 1 n"V R1SF. 01 V ti ; t - - - - - -- a. 1 1/2"CW, 2"V& 4"WIN WALL. a FT 9. EXISTING 2"CW DROP. Tl l r 4 I_ I°� �! t 10, 3/4'.I I&C_ . I 10"V AND 2"w IN WAI I L/ 11. I/2"H&C1^!, I 1/2"VIAND 2' W IN WALL. 12. DCISTIN " F 1.1 .e � - a I 4 ( G 2 H &CW, AND 3/4 t "AB JVF. O 1 LJ 6 '� 13. F-CISFING 2"V RISE. -1 1 14. E)CISTING 1 1/2"CIN AND 3 4" HW n /, DROP. I� 1 15. D(ISTING PRV SFATION. Tf IOROUGI-N_Y CLEAP•t, REPLACE SEALS TRIM, GAUGES ETC AND Rf_STORF TO � T __ O� PROPER WOI KING CONDITIC��I. - E 16. EXJS TING SERVICE SINK. r f'JORG 111(;FII Y C a FAN ANI ) Z I d 2ro -� REST ORE TO PROPERW(_XWINCi CUNDl I IUNS- REPLACE � � ,: . , • - � � — '�' 1 •F 17 EXISTING CIRC.PUMP REPAIR � .- I 2 FAUCET SEALS. 10 - -- �� _. EST ORE TO PROPER N: \ WORKING CONDITIONS- (NOT ONDITIONS -- -- - - -� —,t 1.b• (NOT MP) < � a -' • 11'4. ( � ; ; -. __ . - _ _ _ _ _ - - -- - — '• ol 19. GAS PIPING UP THROUGH ROOF. CONNECT TO RFU E� WITH GAS COCK AND APPROVED D ON f OR ol — — — — I EQUAL)FLEXIBLE GAS CONNECTOR t ,� ,— — --j 20. EXISTING 3/4" H & CW DROP; 1 1/7' VTR AND 2" W ; LL+ cn v y,( 0 EGT ECS 2N DOWN. U " _ Tko 3/4 H&CWAND 3/4 HWR ABOVE.X515 GF1� 21- t7CISTING 2 F, _ W Q F14) cTo 22.. Np UyED� Q T - _ zao F- Y D Q g o 0, ��--- —{3 111 24.. 2'f FIRE SERVECE. SEE CIVIL DRAWING FOR O Q+ 0 Q O P CONTINUAT ION. z -- - 25. NEW AU fOMATIC FIRE SPRINKLER RISER ASSEMBLY. x 26. REMCIVE EXISTING FIXTURE. REMOVE PIPING FO/AB(_)VE 0 — — FLOOR OR BELOW FLOOR AS MPLIGIBLE. REMOVE c�G U Z PIPING BACK TO MAIN AND CAP. w 3 27. _ C o ELECT"RIC FIRE ALARI"PBELL v 4; Yco 2� 7s. pips QQ - 4 41rCIE) , Cs.. Q as at ra NE SCTGS ME'T'EfZ 29. COORDINATE WITH GAS CO. REPLACE EXISING GAS - �-ONSULTANT 9 F�4) METER WITH NEW FOR ADDED. LOAD AS REQUIRED. ' <'/ `''1 C�INECi NEW 2 1 X G WITH GAS COCK TO THE NEW 8t .'gp T C4C .fi1Q/tf j1 METM RECONNECT'TO EXJSTiNG 2"G AND WSE WtTF-F a"•••�"""•` Q' £MIST t GRS E " (�M4�1l.� r GIT 0 NEIN 11/4"G .C ISD, Com) R 'lb LIOX15 EAST h 7 3 a- Cal`�N EC r T'a a IST �¢) CW A50V E - 310 EAST FOOTMLL BLVD_.SUITE IM-- 1 3 I CW ' I� ARCADIA• CA LIFORNIA 91W& 7 . • 3�4'� �' I yLI i cJE• 2+ V �W w •. TEL:818-930-1383•FAX 818-93Q1384- GENEM NOM-I ' C.0w • t. REMCIU'E ALL E�GSTING RRE. PROTEcm EM CAIN R • - of r�cHo cu oNc� COMPLETQ kI?RCNIOE COVEROCE FRO NEW FIRE // REIOOYAIEMM �- ' PRC�TECI'LOIV••SY'ST>=I'�= APPRdVED HY`: • - F. 2. ALL PLUMBING, MODIRCATION' REQUIRED BELOW CITY ENGINEER � RCE: �: . FLOOR Sf-IAI.I:,13E DONE�`!��SAW CUTTING THE FLOOR ` . - ONLY.THE F_oMT�t<BEfATtDgED BACK TO MATCH , E3CJSTfNF PLUMBING PLA* Or ` 3. ALL DEP�Ot1TION-OF WAIL• AND CSUNG3 �UIRED P+eo�o 1 amw . FORMCCIRCRTION OF PZUMBING SHALL BERAT0HED sr or►1E tb►lE BACK TO MATCH EXISTING. SIGH DESCRIPTION no. REYI ontoit t�nr , 7 i E ' I SPFCIAL SYSTEMS RhCEWAY COD[ AR GENERAL SYMBOLS 1 F FIRE ALARM k DETECTION SYSTEM CONDUIT RUN, 3/4"C. U.0 I, NOTES: 1) Mounting heights noted are distances measured from the device S SECURITY SYSTEM CNDUIT RUM, 1"C. U.O.N. centerline to the finish floor or finish grade, unless otherwise T TELEPHONE SYSTEM CONDUIT RUN,. T = 3/4"C. . T1 1"C T2,. I 1/4 C. v noted. E EMERGENCY POWER CONDUIT RUN. LIGHTING FIXTURE SCHEDULE * C-11446 2) An oval with a number inside refers to a special note on the jFIFP►{ /DATA SYSTEAw} drawing where it is indicated. rK " 'TELEPHONE OR DATA TERMINAL BACKBOARD 3/4 THICK PLYWOOD U.O.N.f+ INPUT LAMPS MANUFACTURER REMARKS RECESSED SWITCHES WITH MOUNTING HEIGHTS +48 (U.O.N.) - SYMBOL TYPE DESCRIPTION MOUNTING OFrCa�\E M TELEPHONE OUTLET; MOUNTING HEIGHT +18' U.O.N. VA NO. WATTS TYPE & CATALOG NO. S SINGLE POLE SWITCH PROVIDE 3/40C.O. UP TO +6' ABOVE ACCESSIBLE CEILING. S 2 TWO POLE SWITCH Tr PHONE OUTLET WALL TYPE: MOUNTING HEIGHT +48' AFF. 2 x�t FLuoR• F32 CO►_LI`181A 3-l.-AMS . . N � -LE TRO►=F>rFz 107 3 02 T'F3 R Kt�SSED #� 5P5.i�-5Z-24-3- E5- ELL�`�'Rt�1 I� S THREE WAY SWITCH W ROVIDE 3/4"C.O. UP TO +6` ABOVE ACCESSIBLE CEILING. © �P35 {?�/��t_FGTQf�h1,C gAIIA ��(-�.�T 95091 3 -_ JOB NC_ S�} hal.R_ Y SM I TCH OMB 1 NATION TELEPHONE/DATA OUTLET. +18'AFF U.O.N. PROVIDE t 1 4"C.O. UP TO +6" ABOVE ACCESSIBLE CEILING. '���„ Fllx::r�• F� Cp f_uur{gl A MAY 7, 1997 / WRA��F3oUND 71 2 32 T"8 5UKFAC.E #� AAN2.4a-A- E3- 120V DATE S p DOOR SWITCH ACTIVATED BY DOOR POSITION ® O P3S LEGEND - DEMOLITION DWG'S SUBSCRIPT LETTERS NEXT TO THE ABOVE SYMBOLS INDICATES DEVICE CONTROLLED SII R�U N D P L- f'P-ESCO LI T 3NADED CI RCL-E BY THE SWITCH WITH THE SAME SUBSCRIPT LETTER. WHERE MULTIPLE SUBSCRIPT "X" EOU I PMENT DESIGNATED WITH AN "X" IS TO REMAIN. FLUOR. DOWW LIQ 38 x 18 FLLJO FZG:f �E # Gr--�F3 IS E5 -49, - I ZG�/ IN Q IGAT�S LETTERS APPEAR, EACH SUBSCRIPT DESIGNATES ONE SWITCH OF THE TYPE BATTERY INDICATED.. "R` EQUIPMENT DESIGNATED WITH AN "R" IS TO BE REMOVED. G low MIl lwrtl3MtT p064b4ATW N I T1+ All' e" 151a ee Fbll�• t +4 .N. SI. ROUND FLUOR. PL- PRESc.�LllE SURFACE MOUNTED SWITCHES WITH MOUNTING HEIGHT 8 (U 0 ) a R INDICATES CONDUIT r T AND WIRE TO BE REMOVED. Q D [DOWN LIG+-fT WITH 30 �- 13 R-� �'G7 C�R-813 E 8-5 T,Z-12-0V O G LEA R AL-Z,',r'. Q' DISCONNECT SWITCH WITH OVERCURRENT PROTECTION UNLESS OTHERWISE Alw— Wiro /►U 'or 1,9 �cI-5T106, eQ1J1Pr16uT F6wc*&1"6P- NOTED WITH "NF" "W� ►t'�faR ® 2 MAGNETIC MOTOR STARTER NEMA SIZE INDICATED 5'ROUND FLUOR, PL_ DRES<�^ LITS - SI E LINE SYMEI S E WAL LWA. CHER � 38 Q- I8 Q R #1=G�RL�818EPj-4?Z W �+ COMBINATION MOTOR STARTER-DISCONNECT DEVICE. WITH OVERCURRENT O 0014N LI �HT w ' Q ® PROTECTION UNLESS OTHERWISE NOTED. STARTER NEMA SIZE INDICATED. U' `R �t--ZAK � 3 � - cd DECZRAT1VE hjl �► I�NI?� FJN15N . POWER AND WI R 1 NG D 1 STR 1 BUT I ON — COMBINATION SWITCH-FUSE; SWITCHBOARD MOUNTING W^" SCO I� 5 ( 50 �� WA'LL-- 0 527eo M "U _ �o O PANELBOARD DISTRIBUTION TRANSFORMER OR INSTRUMENTATION POTENTIAL I 't� U = BRANCH CIRCUIT �J.�� ryTnTRANSFORMER SURFACE (,EN'�ED P32 �GL.UMBIA `✓NADED CIRCLE Cd ® SWITCHBOARDS. DISTRIBUTION PANELBOARD OR MOTOR CONTROL CENTER ..i I n CIRCUIT BREAKER FLLIDRE�G�NT �7 4 3Z T'8 WAj-I' kLJI'4o EP:A-I?�til-' IND >_4 CONDUIT RUN CONCEALED IN CEILING OR WALL (SEE SPECIAL SYSTEMS AND ' `�35 5lJRFfi�E IF=ECTRDt�lIG PaA!-LAST) EME{�G, PL-ATT DEFINITION SYMBOLS FOR RACEWAY CODING) CIRCUIT BREAKER WITH GROUND FAULT PROTECTION P C- 5 FACE H_I.D. NIaLOC�T (P �Y�) W ET Lx-.TIO N Ma.at U , c) -- -- CONDUIT RUN EXPOSED -(�}- FUSE 5URF�E 0 rcA-I-02-11 -Is �..♦ WALL- �� '� IG4 M.tf• --- d - - CONDUIT RUN IN OR BELOW FLOOR SLAB OR GRADE Cl GROUND 10 NT CONDUCTOR I I� I I Q L INDICATES AN EQUIPMENT GROUND ,�,/ MOTOR I ' �J (NUMBER INSIDE SYMBOL DESIGNATES HP OF MOTOR) r3 RoUNIj Ft.L1o�Z, A RKS INDICATE THE QUANT 1 TY OF CONDUCTORS REOU I RED. UNI ESS = 00 L4 J U G HT' 2-4 1 `� R-OfIV RECE-56 � GFR 8-57Z -H F F-12, H SH MA Q OTHERWISE NOTED, NO HASH MARKS INDICATE 2 #12 AWG (/10 AWG WHERE A NUMBER IS NOT INDICATED, THE U !, CONDUCTORS INDICATED). � �RE4,IDLIT� 155 EJ CONDUCTORS ARE /12 AWG (MIN). 10 RQl1 D N. 1 Fi�E ALARM SYSTEM G PER CODE AND INSULATION TYPE. 1 � L�NS ED DOWN 125 CONDUIT SIZE SHALL BE OD INDICATES A HOMERUN TO PANEI} 2LA, CIRCUITS 1-3-5 WITH SHARED A AND CIRCUIT 7 WITH DEDICATED NEUTRAL lJ Fi RE ALARM PULL �T-ATION WITH CH��ME SCBE 2 A4' SURF-ACE F52 G=�_.11M51A - - �1 U 2LA-1-3 NEUTRAL .. UNIT_ M DU NT Fu LL_ S i AT10N AT t 46 A D �.!✓NSED Ful 1 07 � 32 T8 'SURF�E i� !�P1�13g0 -F 3 A IZ�/ y _H I r1EJ STxo t3E AT 1-84" � 0 1,1735 Cd FLEXIBLE CONDUIT u TOWARD OBSERIVER J ----o CONDUIT BEND UP (j T 1� UNIT �EC,Ec�EP N.L.D r W N ► y. LI e�?E D 1^J� LAST 1�N 1. CONDUIT RENO DOWN AWAY FROM OBSERVER STEP L.1�MT 100 ) 70 � M ST ��-�-"� �LI►�-GO-7d MN ISD-0' � .�•4 �- Sv -jMOKE DETECTOR �1 a �J 1�A1. FIUtS� 9 y r..p F �- - �� - l OUTT a DUCAT SMOKE DETECTOR I=�LUo2, 5T1zI.P "32 Iti . 7 GJ�_l.1�") IA _LEG �.- Nk_ �...� E----I LIC,14T 37 ( 1 1� r� O F G f✓N7 #1= 140- 8- MOUNTING HEIGHTS AS INDICATED ON SYMBOLS LIST, UNLESS OTHERWISE NOTED BY SPECIFIC FAGP FIRE ALARM GpNTRc�I PANEL- 0 I I 5 ~.o J LOCATION IN PLANS �� } '^- -- - - -- 3 C�NERAL POWER OUTLETS (WALL MOUNTED INDICATED; +18` AFF U.O.N, ) FAA FI� ALAR-M ANI Id*--IAToR PANEL- F,%ITLIGtNT _ --EILI PR�SGo�IT1✓ P is 1.EGT(�OI.LIMI�l�S�GI ►T OR itEL-1.214 'UrP-W .�T1~�Y 3 0 wAu._ o Q'I JUNCTION BOX --- - J L SINGLE RECEPTACLE: NEMA 5-20R (U.0.N.) � L1ND �YSrE M DUPLEX RECEPTACLE; NEMA 5-20R (U.O.N.) A a • "GFI" ADJACENT INDICATES g GEIL.IN61 MOLINT�D SPIEAKER-MATCH EXJ'S11NCS 04GF I GROUND FAULDUPLEX TT INTERRUPTING NTERRUPTTII NG TYYPE(U.O.N. ) , < U VOLUME GO NTKDI_--MATGh+ EXISTI N� W _ Q CH SPECIAL RECEPTACLE OF THE TYPE INDICATED �$kI SLASH AND BRACKET DESIGNATES UNIT TO BE MOUNTED ON WALL TV T V OUTLET, 1+S BOX W� SlNGLE GANG RXNG TV OUTLET PLATE, ABQVE COUNTER TOP, CABINET OR SHELF /qGA, UPTD/�+c.GES5{[�L1� ��I�I�G SPP�E. W Q DUPLEX RECEPTACLE. NEMA 5-20R (U.0.N.) FLOOR MOUNTED L LXX K �9v�, TAI.,LES (a0 V o ,4 Q — Qz � Q F- (> Y 0 ...+ P O O O O Q 0- O GENERAL LIGHTING (FOR FIXTURE. TYPES do MOUNTING, SEE FIXTURE SCHEDULE. SHADED p KNITS INDICATE CONNECTION TO A STANDBY POWER SOURCE) - I - U ~ ` a{ a INCANDESCENT OR COMPACT FLUORESCENT FIXTURE - SURFACE, PENDANT, WALL OR CHAIN MOUNTED - BRACKET INDICATES WALL R MOUNTED E-- Lv c U � z ' INCANDESCENT OR COMPACT FLUORESCENT DOWNL IGHT FIXTURE - RECESSED MOUNTED �� The facility hes an existing firs alarm system.The contractor shah replace Qa FI xTURE " "iT-4 E M EQr4F_W_11 E^TTE" P exiAkV devices with now, relocate aN existing surface mounted fire aWrm a- Q 00 � ? Q COMPACT FLUORESCENT WALL WASHER- RECESSED MOUNTED. mxkd and boxes Nomm ed!lush in wall, repu�wiring where mpAred , install all raw devices where indicated and as required by code, and upgrade:the INCANDESCENT OR COMPACT FLUORESCENT DOWNL I GHT FIXTURE - SURFACE MOUNTED existing tura alarm pwv d as required. The fire alarm system is a defemW approval item. The contractor shah prepare a complete set of fins alerrn plans ONSUITANI I---O-� FLUORESCENT FIXTURE - OPEN STRIP and submit to thedly fbr approval R is the oontradoes '' to ■�',� V wwtiC�t a�Nab�L FLUORESCENT FIXTURE - WALL MOUNTED obtain all plan c!w&appravais, permit, etr_ the contrador shalt visit the see ��e4• ^L COtV�V L TtNO �`, prior to bid to writ sxiednp aondRio�,ta. [�] FLUORESCENT FIXTURE - RECESSED OR SURFACE (PENDANT) MOUNTED E N Q 1 N E E R S ( SHADED SYMBOL INDICATES p XTL4izE :4L EM E�^-�4eN 1 �TTr; PK X10 EAST LA, CA BLVD.SUfTE 100 . ARCADIA, CA LIFORNM 91006 TEL 818-930-1383•FAX 818-930.1385 ® EXIT FIXTURE - CEILING MOUNTED t+ EXIT FIXTURE - WALL MOUNTED SHADING INDICATES QUANTITY AND LOCATION OF LETTERED FACES. ARROWS INDICATE THAT DIRECTIONAL ARROINS ARE REQUIRED IN THE (M OF CUC�AWNC�A DIRECTION SHOWN. Wh (TYPICAL FOR ALL EXIT FIXTURES.) t 1lEJooIMrIEt�ED APPROVED BY: INDICATES- A REFERENCE TO THE FIXTURE SCHEDULE: CIN ENGINEER O A FIXTURE INDICATED. �� L A TYPE LIST AND F I X77! 1 P E SCNEDULE- Pt10�B.'f tt wez aF y til t�AT[ a cat f Q REVISION �I TION truant cmr E-t .. '._ .. � - ., C ,-• - :. - � j [ -1• �.+. - -� J1L.�_. _ .-..1.... ... t ... _s...—.ate_-_.ate ..�_.w.-_.� _ .. ,_ .... _ .._ .- _ .. -' • - ( - r�Li..i . lis-.__. .. ._.. _ . tY 1ha C4� I AR Cy��F 011446 * i OF C SHEET NOTES COMPLETELY DISCONNECT & REMOVE EXISTING FIXTURES, POLES, & 95091CONCRETE BASES. REINSTALL NEW FIXTURE, BASE, & POLE IN SAME JOB NO y `�I LOCATION. RECONNECT CONDUIT. INSTALL CONCRETE HANDHOLE ADJACENT TO POLE IF NECESSARY TO RECONNECT WIRES. DATE MAY T, 1997 COMPLETELY REMOVE EXISTING FIXTURE, POLE, & BASE. DRAM I (2 EXISTING UNDERGROUND HOME RUN TO EXISTING PANEL AA IN THE r-- IO EAST BUILDING. REMOVE ALL EXISTING CONDUCTORS AND REPULL 7 ` WITH NEW CONDUCTORS AS INDICATED. CONNECT TO CIRCUITS 7,9 VIA { \ THE LIGHTING CONTROL PANEL "LCP" IN THE EAST BUILDING. t 1 ® EXISTING UNDERGROUND CONDUIT TO REMAIN. PULL NEW Q� A 'O CONDUCTORS AS SHOWN. NEW POLE MOUNTED LIGHT FIXTURE TYPE Al. SEE DETAIL 1 ON SHEET E 8 v b - NEW POLE MOUNTED LIGHT FIXTURE TYPE B1. SEE DETAIL 1 ON SHEET ES Q TOP OF POLE BASE FLUSH WITH FINISH GRADE. SEE DETAIL 1 ON _V[EE EB _ to _ ^ TOP OF POLE BASE 30 INCHES ABOVE FINISH GRADE. SEE DETAIL T ON SHEET EB UP4 s ® H � 1:� o RMR To ARLH. SITS PLNJ FOR EXALT LXATIOQ OrALL U(xHT106 FIXTS?rc) 0.0Q 6 w con Q l` �■rRefer to Sht. A-2 for Parking Lot Light Fixtures in"South Parking Add Alternate" E 15r, PAW SL AA to 01 cid 00,000, o c f v �" I 1.4r- 0 O ' 1Q ^ i 9 W N I U ooe p Q < z00 0 0 V _ I-- Y O _ t o 0 o c 0. = O < oo I � U 6 I FD(D U - U ~ I ! _ _ w 3 K3 a. Q 40 CfI • a 1 CONSULTANT &K ? 9i�.E: `% _ 4 ENGINEERS t to �y � 1 310 EAST FOOTHILL BLVD.,SLHTE-100 1 ARCADIA, CA LIFORNM 91001f /6 - t TEL:11934 4 3113•FAX 016-930-13116 CITY O - � APPROVED ear: i CRY ENGINEER 51 TE PLAN au�ecrgN ssQ now mmu . - sr o� •r oryr _ar_ - Q REVISION DESCRIPTION 011=1 arr wiw��a Mo. - oror+m� ww�orm Ei2 z i _ ... _ __a_ . .. ..... .__.._ _..s. �:'. __. .__ ._..a._._.._._..'_. -_-______..... ___..__-.. _� _�-__� arm ti. 's•,' .1Stf ARC C-1 1446 REN. N 5HEET' NOT OF C C_OMPLE7EL-� CLEAN ALL FIXTURES -.,MF'5 INA D1FPQ!5ER,15, IN5TALL— NEW LA JOB NO 95091 F I XTU RE X (D tz,' E mov E 77<,,i:�.,r_t<, A N 0 T RAC K L I C�i H 7eb DATE MAY 7, 1997 FZ EXI�!)71NC-A PAWEL15 To f5E F-ELCKI-ATED. (a) INTE—KCEPT F_XIt�71 N<2� C—ONDU IT- 4- CONNEEC7 E 7-0 NE" LIC:,HT Fix7UfZF_,5. ,5i= E Lir--iHTIN<� PLAtJ. PEMOVE EXJ,��)71N(� PIATI-JRE-5 * IN15TALL NEW FIY,"rLJPE . 9EU5�—E OUTLET 50X - 5EF_= PLA�J_ R C1 Contractors shall provide a $2,500 (two thousand five hundred dollars) U allowance for replacement of existing lenses, ballasts, lamps, or lighting fixtures at the ownees discretion. U El 0 ct r "P _ z U = f L ) z U Pl- 4) 2, 75 C, -2 OR R ]z < fz P, �RE < 0. F �LK 0 lz F-1 ex < L41 �5 42 < en < < Z X - (> X 0 0 F_ R, 0 0 ........... L J L U U 10 0 0 (> U Z L: ONSULTAN I N &K e N CA 310 EAST FOOTHILL BLVD,SLUE WO ARCADIA. CALIFORNIA 91008 TEL:818-930.1383-FAX:M-930-1395 CITY OF RANCHO CUCAMONGA 7- 111[com rm ft APPROVED By: 4 CITY ENGINEER RCE: 24953 Wt DEMOLMoN RLAN - U6AHT1N<:E; susommu am DEM01-11-ioN F>LAN - LlqH I IN " of Wrt i'm REVISION DESCRIPTION cfflr E-3 ---------- T 1 DA C ARCy/T J Q * C-1 1446 REN. 5HEET NOTES ; sr'� (DKF= -10✓E EX ISTI Nq PAN E L5 5 *C AND RE LOCATE- INP ,CE PT ALL Ex15TlNCi H0ME2UN5 IN ACCESSIBLE C-E I NC-j SPACE INSTALL J-W>(, 4- EXTEND CONDUIT ^,o 95091 F AN CONDUCTORS Ta NEW PANEL. LOCATIONS AND RECON N ECT -)ATE MAY 7, 1997 Q UNLE-5507-IERWI5E NOTED ALL DEVICES IN TH15 - © ROOM ARE EXI5TI NCS Td �,E MAI N - �ELOCAT-E TUNER . SEE POWER SIGNAL PLAN FOR, Q NEW LO c-ATI O N . ExTE N DI W{ {N N Loci ff . - X �t � Td W E 1`1O © OO 5 ® OO FIMOuE Exl STING PAY TELEPHONE W Z ® All existing fire alarm devices to remain shall be replaced with new devices. �4 - O ` Revise existing wiring where possible. If not able to '. • Po reuse existing wiring then W K repull with new. Where existing devices are surface mounted; remove and reinstall recessed into wall. This note applies to all devices whether shown on V ^ F these drawings or not. w o 0 o Z � � wkn ~ Ld -' QTL1NE T R •---ex MT PN L"C_ I R X R (� --EXIST PNS„II�11 R RG < X ^ • 0 � ' > . X < Z a nn J < O p OO 0. = C Q o01 J ( J - UWw I-- C7 o U f w ^ Z !r 0. Q m o �NSULTANI ` aK mNSVLTINp R ♦ O _ ENGINEERS t I 310 EAST FOOTHILL BLVD,SUITE 100 ARCADIA. CALIFORNIA 91008 p TEL'818-9310-1383-FAX:818-930.1386 CW OF RANCHO CUCIAMONGA APPROVED 6Y: "1 1lE�OWD�D tlf: I • s D E NO L_I T I O N P LA N - PO W E R AN D �I G N A(` CRY ENGINEER RCE: Sr--ALE: I/811_I _011 D E MO U TI O N PLAN - PO W C 2 AND 51GNAL os_ MM= OMW t r oln>rE w o of r. 0 REVISION DESCRIPTION any o ra ►a, wt E-4 3 5N EET NOTES RELOCATED PANEL B G �aSED ARCy�TF ROUT> NCI POMF- RUN TO PANELa AND RCCONNEi, 7 EXI57-1Nq : 1 - L I<5i HTS TO K E M A ItJ. * GllN6 0 RECONNECT TO EXISTING FIXTUrZe - _IN5ZALL N E W FI XTU RE I N EX I STI NCS f�4) - RECO N N ECT 0���N �CALVE . MouNT STRI_ Ltc�NTS IN70F OF �SINET Cc ofZDINAI E WITH ARC �IT�CT PRbR To RoU�H=IN*: a Q 1 NTE IzGEPr Ex I STl Nq CONDUIT ExTE N D To NEW F I XT J PE A5 ` 40 W N_ JOB NO 95091 Q INSTAI-L NEO SWIT --H CON NEXT To NG4 F1XTuR , DATE MAY 7, 1997 - - � CONNECT Ta EXISTS N� FI�CTURE . E- CONI�IEcT' Ta EXISTING UgHTNq CIRCUIT SEE LI<qHTIN y Q LIc PT1N< CONTZOL PANEL LGP MOUNT A.D�A -I-NT TO PANEL"�► 5EE D►A:SjRA•M SHEET E-7, t� 0-2 PR By F 55 -nMf—= 5017c: 1 _ fzou7E I/Z"C -2*- 12 TO L14NT1NG CoNTIRCL_ PANEL " LGP" • - er ConveF- t t,� �-f-ti ale L'a�rc �.. �-l� -�tgt De�e T-�-e �o� W • ' d Z - .. � a 13-13Cd { U04 fy 9 L wJ z u 3 - G fo - � rr ll r OCTYP 9 ) 0 V s 9 I lb IZb Ion 12b IIb '(DCN ITI O I� V 1 Ci i 10&. 0 0 O i I 126 4 4 B-2,4,40 J 12c I 1 � � - Q • - • CT`�'P I2� 1 h F It W �; G qa M NL f < D D L J i I r CF 9a 1C j 1" 10 --� �T a -- - - �Tp 61t.64 3) J < of a w F -id t l �r < U ! " f - -- - 3 ^ P G 11 G qa _ w ti •4 1 1► 1f�r 411s 90. �---CO N N ECT T4 o r 12b IZ�[ NI °' "` ExIST EXIT 51(�N. cn - \ I IIb 1 Ib _ I < < ZCO o t q IOC �1 i t E-• Y O � o 1 -� N 10 Ia`' z'- Z {T`(P 1 X11 (TY B r - o 0 a ! O C. 0Qoo — -- ---- � 111r UA , 0 z 1�b _ a Q .0 Ck _13 C ONS.CANI o rraoa `" aon.svnw. bIL &K �IfEi� E1�GINEERS q =. 310 EAST FOOTHILL BLVD,SUITE 100 ARCJ1DMi, CA LIFORNIA 81006 , TEL 816-930-13M•FAX:616-930-13M OF RMCHO CVGI MONGA '- APPRONED 6Y: l RODOIM EMM an ' CITY ENGINEERDME RCE i L I T H T`I N G PLAN cnoM s+ar of :. LI GHTE N LAN ° Y. Mora.T s ALE: I�si =� -aell OA1E d1f QAIE REVISION DESCRIPTION OMf101� CRY OMMINIQ mx s -t or>rac Pt AP� E-5 h ', V 1 SHCET' NOTES : AR 10 }zEGE PTACL E FO R Ki LN TIENT. Goo R1D I N ArE I-OGATION f RI0R TO ROtJGH-IIJ- J SAW GLIT FLOOR . P.4DLITE C_ONDLJITt5 UP WALL P,vTGH 1=LOOR * C-11446 To M,4,Tr_H aXJ 571 NC,- tax (NTE(ZC E PT EX I1 ST1 Nc�. CO N O IJ I TS AND EXTE N p TO N E LJ +tpQl��� oIJT`LE,T PULL NEW CONDUGToR5 NET A\N.p CON c OFC ' � Q E)c, ►INc REGEP7ACLF_5 FDIC KITCHEN A�PLIANC�S T� 3 INSTALL NEW CSF% Re-_EPTACLE IN E I JOB NO 9509 x S�N4 �C_ ZNSTALL- NEW CGDE R PLATT=, - DATE Q NEMA G -3oR fzEcEPTACLE FOK L=LECT(<IC- KILN- - A\,NN D NOT USEo Q PR0vI0E NEW SPE K>`R Ta MATCH EX15TIN<5. KLAN' 4DPEAKEZ CAt3LE TO T-UNI_R AN40 CONNECT.. TYPIC ALL 5PEAKERS �i 3 TV t NCEW VOLUME C<. >NTROL TO MATCH EXI5TIN� . CONNECT W - 314 C-0• UP TOAC-5 15 ALL- aQUI rgMpWT OUTDWRS OR OW ALAtZM CONTROL PANEL, P90V IbEcd 7 RAOF SHALL E WHAT ADt7!TD L PO WE u CD =� s I3 !��RPRGr1 t: NA fZ S fl PL`( �.O N E RDS AN N U N I AT1oN MOOU LE`7, !N ITIATIDt� MdQi1Lt�, ETG, A5 R Ertl I RED Ta W �1 . u _ - Ac4-oT1MID.�I E NE" DEVI GC1j-THE F11;E ALAZM SYS �4 .. . VEND© R " Pr�TEGTIoN yER�/IGES INC" 71 - TEM C 4 88`x-IICo1. f Qi I�L_ocATE,� TUNER, CD P-O u TE N E w HoM E R IJN R Ego N N EGT EC 1ST 2EcE Ffi•�t.�5 Q -68 © GURU DRtLL WALL, PATGN Ta MAT��I EX I ST. r,. E '. 7 �� ON ROOF - � I aa� L D. ds2,4 �G-Q� IS w w USEGAITIOIJ t ,3 ID 33+ NF-W T'REIJGNIIJ(, TpRVOID gXIST• WIjD5f4GIZOUIJD UTILIDES u u TI� ARFA10 z N 39 A07 _ �S POANNECT CLOCK RECEPTACLE TO EXISTING RECEPTACLE � cz r--t , 41 84I aFP -fir J TCN REPAIR WALLS TO MATCH E X1ST. H"'f C) TLETS . SvRFafE M u NT_CONDBIT FROMSURFACE MouNT OUr--1 ® 37 21. W - CEILING TO OUTLET. a 37 33 �-�1 - x . .�, 31 ��Cb. 17 NEW T- STAT- LOCATION FOR EX15Tvmc; UNIT. I s 4}2 TO AG-$ 0 , Z - VEND- MACH. GtW r 39 39 - J t2ANyE .� W +8 u z 3 � �7AP$: - - J �6 0 o I 3/4(Q; 39 DI jY - T40 p t Qi `�.3 TD q�-9� _ �,� _ . 314"r, TTB �G F I - 'ALA 7 DRUNK. Fro Iq F r Al 2 i9 zt w I < U 19 $7 - - , 2r 2I ... w HV Iy4�G•G� o F 15 E-IS,I7 o t < Z � a Y. 19 -� F 1 iI b-14 F- - Yom - � Gea,�-�n - m W* — � � o rb Co *tom a = o < oC t la o � x - Olt 4 Af T� FAIGP r F- Z i FxI�TI t u NoERc� uNo c�oNo�JLrs (IJT�RcEPT ` f ExISTI NCS MAIN a Q < EXT E D' GON DLJ IT'S Ta 9EL..00.,�TE:D PANELS 5 W I TC N g0 A RD — G L - - - - - - - -- - 13 * 9-PI1L Nr=W C-oW is-roR.5 TO EXIeT11y..-i -M 5IA1'I-GH50Azo5EE �1NO� LINE oIACgRAM, - AtN . -ONSULTANI ENGINEERS r - But%;T-s310 EAST FOOTFM.I BLVD.,SUITE f0/: ARCACKA, CA` TEL:016930-1303FAX B109-930.13ft- CITY OFRAWCHO CUCAWNGA POI • s' AND 5( C3 N P� L P L A\N r _. owEn ear. , FrM , ..A►l.E: I/S"=1 -O'� CRY ENGINEER t POW E R ,SND 51GINAL• PLAr� ON or am a REVISK*# DESCRIPTION cao,, an ; . • I sE�AgC�,�T �� GI14" 20 Z�_10-5 l� ARD MZ vaTAcE {2Q 2�0 i•, _W. PANEL LOCATION BUS AMPS TOP FEED ❑ SURFACE MTG.O FOL T MAIN BREAKER O A,F. A.T. I rnA 10 OA , 175A 20G ) E LUGS ONLY O RREEMAas FEED ❑ FLllShl MTG. O ip zpr DESCRIPTION VOLT-AMPS C OUTLETS C K BUS K C OUTLETS � VO(.T-AMPS DESCRIPTION A B L IL IC IM B T B T B L IC IM L A 1 B -ff- =20 File-'r. LNA • 3 4 • IU4: AL >` 5091 1145?ALL ��V/ -/d I 8 JOB NO 9 1 • ' 9 �o • 71997 "C-3 �3/O � TO MATGN ��C{�' II i • „ ,2 . MAY L. • DATE ,3 14 R R 15 16 - • DRAWN _ �� 1 11 17 18 • 1NTEFZ< E PT EXIST, FIE EOER, �CTPD GON Q I-r m - _ 19 20 '' Ta R.ELOCAT`ED FA NJ PULL NEL CoNDUGTOR'S zt 22 I 2 G 2•'C Fit.6N_ '' Ht 1"To P E�oc -rF_D S 23 24 P�,NEL s 25 26 Q �1 29 30 L � 31 32 33 34 1 I • 35 36 G 32 -S8-7- 61 8 I R E. u 11 139 40 E V IC at 42 I ►� �T� SUB TOTALS F•i•� SUB TOTALS I IAG L LINE D I A � RA CONN_ PHASE TOTAL- A B-��: CONN. PANEL TOTAL VA; MAX. CONN- UNE CURRENT AMPS C) . N.T•�,, (KVA) PANEL TOTAL 31"111 + L.C.L. (•25)33Lg � 35- � KVA; BALANCED CURRENT.4(Q_AMPS; DESIGN LOAD KVA � # PRD"/1JC— N=W < /a. MATCH ex : Q �sT,tic. W .u GONIJ�yT T-0 EXI4jT1No G/3. V � .•� LOA 5UM T I1 Y GOtJNE�� Td GF-}'j"1NCa coNr�OL RA F_ U cd EXIST, PSK DEt'1�+I,JQ (PE SZE- 0 KvA PLUS 25 to 10 k�� OEW � � qz KVA Z 0.4 r--� O a� cd TOT4 L.aAD 92 KVA W u u c 383Ar+PS z u ; 0z � . VOLTS PANEL D .., MAIN BREAKER cd� PHASE LOCATION STb12. 2M__ BUSSING 22 _ A. 7 O CoA Z rvfRE MTG ON O t � MMTTAGC WAT TAGf ~� LOCATION L-f L� LTG MUS Cut WK am CMI t Lr LOCATION x W nt T'RlJt- N oTES: = L-1 L-2 g-9 32M } 1D DA pRDGR�M MA g LE n ME G unck-, s 4 F906"ms M14. Y 1 Q C ONTPOL RELY; _ T 3 M HANrALLY HELD LICaWTiN CONTAc,T-oR u rfr s n >s Q D-Z 4r, BY P455 'In M ER Ar R E E prjonl D ESC I N o „ 1• � ® LogsY f r zz " P, ADD IT{ONA L H0r LSck FOR N I G Rr LJ�N� A v Av ff_H Ei�E,N4- f5ATT F_ ZY f�1�.5, < T - S�1TGH�D ���CT11 IBES � . z' "� . . 31 33 > o Q RI-z 1 r 3. _-- G1-3 0 < o v IMATTi PER PHASE 31wWATTi PER PHASE "� x --�© COKTINuo" LOAD �$b x 1.=s=. 71W- w -_ - < TIOTAL CONNECTED WATTS t U = Or ♦ OTMER LOAD a I q 19��t S'12 TOTAL LOADa = EIC' AMPS Lti a U rt Gt_4 a, Q CON5ULTANI &K ll .� • T•G-2 ENC�iNEERS� :.,: 3:0 EAST FOOTHILL BLVD.,SUITE 100 ARCADIA, CA LIFORNIA Won To >�ct. SpFP;rr L dj�4T'S TEL 816430-130•FAX IIIA- 0.f3a g- CItY OF RANCH_ 0 CVC�AMON" - �-�-3 APPROVED 8Y: ( FACO llDIMI EMS o �T� " s"�fl L1c r (xnr aaN�a24953 iu..Scrat s�rsr +� (PANEL SC-HEDUL•ES' or Br am B'r 0111[ or Ll G HT1 N� 4.0 N T1�o L ID �A� iz,� f`yf REIASION D�P'TON O>�t an OMMAIIQ Ilol � APS E-T A . w. :i... :. :' . •:'.+.. a .. ..r - ,. _ 'T .r.. _ .. , - -. , . y I .. - . ________ � . __ .. I . . - - . I . . - . I . . -_V . � I . I . . . . l 1. ___ __ __ . 16 .h f '. �O,Yx�f•.. .t w •�!'.. '�s- v:~ n•#qt : '' ass ,7" �'r r'\'F. '¢' '"'a, ..� ..� ti- .y.. »•rp .ti .-e- _ _ 1. _ _ �y 1�y 1; s �I J�.�x- 1.91"x ;� "!r rr -, i' �� I� �}• t Q�r�[ � ,ter yW�^`Y k'N y�+,!' w�t�' T_'.:. r a _ { -!1. .:-L .V. :• -+" t yv '.�-1tS ;3'. aV• S ..5;� _ .fit �. - 'ice.`, .tr��er•r:r. - ra..r ;--c- 'Fki• '}�'•. - � •' - ,r" �fy `�'� �F yew. ',�^r .: _ .0 ...R^ :.� _ -. J.." � � ,R.-- Via' w ' -e. .P •- _ .ems- .r' -- uta�1,-• _'• r.• -, v h,-.�- .4 �Y '•.*•+l 'F',.;. r - `3. m. 51� - .;•t W : 4 -,�. .. :. .. •.,r a ... _ 1111.. . �`. 'T ^s .. 1. C,... �. .F sa^tie -iA'. 'r•._�!!-�"fi. �,�' , _ . _ . w ... ., w. - F •.�:ate .: •. - t - y �Iv '+.. 1 • WF s. is :_G. '� ✓.-. .vi. .h. .i"�.:r' {..1' �``•.. y6 =t*: 4*'S �R' 71• t.'fi•"=+' r ✓Y. �`..,J- __t . . I - - �. >t' ,_0111 .X'. J ':T .5 5- tJ T "t i r. t< :z• 7 t /. >N .yT . - ��.;' •}y '.'Ili�. '� 4 T Y O• 'y} .: .. 1111 ... 1 . LRT �. hurt , P E a.. .,o , y.,, i.r.. L fart o . R 9 .- 0� I y : . - V 4,. ..• . TR t l 4_ 4. C . .. SCARY � ., y �Sr .�_ T r i E >r �- G [�� '>t ',1 't:f .1.' I 'i f N b. ��. •i Yrl•f S 4' Ai\ t < - u'�9 P • OATX ,:r. :r�, � ,�> far n . rl �: �o T i�� , `� t''. �. L G - ` ,E1'•J1, i ,Y5 .` / ♦ -. .. .• 1- i�� • ,. l+y.-.'- , 1 •*. F- _ . s C� A J: 1 �i T.: tf w ,.: _ . k _ T, $ry �, ' J...i'.. �Y .1, 1.' l h �KF �- T7• C a.. k' k;2 ♦. ti •� •� 1 • r! Y' . .' ., M ,. .. 1111 � .. t -L • 1+,. mss' 'n.. .r. .'. .. .. :r.:J � ,'. .Fr - PARK yy 1' 't• - ; '1. . ��aa i .r - r r JJ /`.�■ ��.•(• L.�i- "1 .9Cl tkiL.E• . 1111 .,. -,. ,r., ,` _.' sss... .., :v _ . >, ,A.,_• =. `=. .' - - _ -11446 "�' i w. "T.� ', 1111...K . 1 - .. .-- .. ,.•t • - ' �, . Yt� r, . f "'l," It .. .,. . .. 1.- .' - - . ADOM - �. AG . TUAL, y {L CERT Eft .'r b�. i. r .. • - -��' .�. r 914"t'E, get . ,. - =w y. N Qr W Tn cEc DU T . resn►A� -t�oKwwa REM. ^ , . __ '` 'tir3-i�C -.� : 11�' ,-, IT�fPC i Y1>i., •r 1. 7- T \T t;<< - t.dw �+ x � w►rn ItEVRN KEicFAtAIER .! ��' 71 ,A J. wo- f,, N. LAM"t, rknsl!!ilrw,' E+ a �fro►/luiNAwr 618-930=t3a3 c £: k OITA74/ th' b- 4 .,.,�, 2X4 R SCENT _c4 i i• _ �h�- 6t - - - - a; 0 ,I k - - 3T ltlEPHdE �f ,` A r. .. . ❑ CAL Q ` .3 0 Q �: KEVW fKEYFAUNiM - - . an.r. '«1* 1X4 E`L SCEN a'` R S,. , .. 818-930-1383 • . ,�- .IR r � Z' ;.; x .: 7t' ❑�, f4 /1L I A vii. �ii Q IV- r.. X ❑ 11 . . `'„k. Q . 't 4. 't x t .''. n�..y X MUM ARA s'. lad ❑❑ ttoz _ - !_ 1 _,1- _ - D FEt10R£SCENT DO LlGHI'Y 4, SQ F1: . f o 7 fb 3a t, _ a 180 r' `I f O W t <• - . ��p� T _ � � XQ N"immul r.a»wit wcsoc� - nr ° ! L- FtUL1RESCEJ�Ci 1 •s`' - - n'"._{ .�. t1� y ❑ Q Mo�a/ro�c� ascsr poor f JOB NO 95091 ` E' I - to a ❑ �`� �; : - - / .-r x .r a tJf- `'1 P11AY - /� .7 . . Q❑ r: t F FLUORESCENT OECMAUVE' a ao�snccirnast_ ❑ wcw wa+ ❑ Awww ❑ AURA I uwoa�or . %4 ' F " ' 3'V. 26 ' . - A " - '• ib t� ❑Q 340 wcw+od ar um"s 0%Anw."D �)A MAY 7, 1997 Q Q C aoluw,cc ❑ oanRc�c f�u..a.cc Al" TE - SURFACE �FLUOKSCfEN1`- - ? 3r,� X �► Q mu in Q rc r+afriiinaa ❑ TATEMENT OF E1pUgNCE , u t • {, f- ' FLUORESCENT D00111LICHT �Q� , T4 - 24Q ' l . X❑ _ ? [ Q I" , ❑© This Certificate of Compfionce lists the bolding features and performance fications n ' ' > - ed to Comply,with.Title 24, .r: . .K ,' Q Q© 100' , X 1, x 125 Q C, 1260 Ports t and 6 of the Califomio 6odc of Reaufations This cert ote tied to tr i '_# HID DO'llrtNLKAfT - needed K �l(4 FLUORESCENT ,. .t0- DPP y u ding lighting requirem ts: ?� K X 3 3T _ 1 _ 107 X 371 . t�Q❑ XQ❑ QQ +_„ The documentafion . 1. . 1E FLUORESCENT So 1, : } , prepares herebT certifies that.the documentation is accurate and complete Ll M ❑Q 1 t � 7, � ❑� 37 . . ❑ ❑ 1 `' oaowatAnow - �' .� ^- . . ..-,, _ ''" 3• '' - { - •fhwMb vllrq z ` 1fi .. . +, s . , Oee�oNolNn fMl� ti At/1Np! , . -. a,,' a. 1[ . 1. .y . .. ❑� KE1AN KEYfAUVER nuc 4 MANDATORY T S-7 97 . - ALJ OMA71fC_CONIROLS. . r. . : . _ :•' - - - ., _< - k feofit >Ms _ ,.,: I . _ Piot �:.: The Principal d t' .. l3es' hereb c I. : K►9 ertifies that.tha : : - . - r in this proposed bu�Iding desigrr represented set of cainstrwtion OON1ROl LOCATIdi - ,' .k{ ;Odl1�1G! Cowulx Tom[' c T. - - documents is consist t witty the-'oth Q� . I . oGttstCr►T� . Pts. =My& fFNW Ofa11RIR A IM P� r �? er compl'ronce forms � worksheets, with the specifications• and with•an other ' (A 1�lr11��,Exterlsr. lMCE OONTROtLEO f tt Q -, z buildn :.. been with 4 - :4 -~._ 4 h designed to meet the I' � calculations submitted this permit application The proposed w ;_ 0�S' SS DUAL . t�z .SVA CiWNG ,,r' ENTIRE SPACE :•: k , '` .�;- '� contained in sections 116, 'tt4, f3f? rhro 132 and 14b or b^4 requirements >` - ;' . flf��f�01f1f>t� T MOA _ 149. _ �.. �.. - �. _ _ I L.: y LTA . I .- & Y - :f` r. Y �Y Please _ - Cfred� acre:•. • .,K •d 0 w� r �Ir•alslfoL �'I.'"� AG?t1AL 1MATT31. r f OMNI`r+laswr rw111r stNriiy IIOVARU r P hereb t tf �J' hereby,o rtrt at t am el" !Under, the . _� "� � � 6visions f �S� .Y . 11 . Pr o Division 3 of the Buskress and Pro I \ r f _ _ rs fnS Code to 1/1a.. doctulterrft bs the ersorr 1 � ons. hie for i P is or t' s arson �j� F-i 0wE0 NiT1NC POTTIER Wep . and that r am a civil engineer, electrical engineer or architeef. 1�"1 U sem. (- W -r*-t: _ti !-off ttlot ( arty di 'blee undr the ez ' . ;w ❑ gi emption to Division 3 of the Bu ;t .` O® _ Business and Professions Cade . , . tt iinesx and Pr f by Section 5537.2 of I CONTROLS FOR`C1TEDffT o esstons Code to sign this document as the'person r Bible fa its a `"; s f_ espon preparation; and' ttwt f am a 1 7=_ . , fJ► 1M11! fica+s+ed`contactor in documents for • lT l) anim TEawv try w Ti1b 2- COYR�TE ALCOVED Pry g ork that f have contracted to'perform. v �'�/ y�n mwil� �ocA f�or[>tea4, cor�nn "K u�t s oowrnca�aE. _ frQ >F. ecca AREA rw►TTs R oy F 4 ^ w.! ptww.�i Oa► A' m17s1CA110rf lGio�iN.Oft, �'�b T1[PE Of f:UMflw rlEip E offFm-that r; am el ible under the ex . {. . �, , Q - i9 exemption to Division 3 of the, Business and Professions Cods b Section . •S - .N. of tha y P N r ;: ' Code to sign this_document as the person responsible for its . _ . MAMA CIATKfM= I.1. WvFarotion; and for the foBowin reason: U �••1 a.:� .. •' . - - I • ;x �: E , , ACLCEO 1 ^ � �� vae �rn K uomwo otss�cs - MAet so" , i�+� .. . (g} r� aa�` O OFFfi - r htEVN hYF Q� s AUv1rR CC3 1 2000. 5173 . . E-13057 . _ Y'. GHT)K _ .,, l •f• _ (///'w) T J Y �T� s LOINNGI: W - : t s t V p 000 f ,d 200 C� lirZr. L08SY -� W Mseois bootion en o< •+O1 . ,Olam Nfbti �gek far 1 flleaw+rrs t':.- �{ Y°"eslolory r' t .V^ �- YYY THIS T _ E _ � U , , v NSQ7E9 TQ FIELp-For- 8u Orpadm t Ust or, . �' - `." ^^ COfsfslOOR, STORAGE, TtXl ET'S� ETfw :4 f; `Yi{ WM U , . - .{4. , Fr_ l - ,J ;1tkr Vii, - , r' V "r s' •11 aM a . . r r • z. Enorgy Efftdoney llli Al, awe firmlir, rdo► _ /Now 1► - ! 2 fllvyd fJr /is Meirwpinlir C) rq _ � �z , ,_ _ - - . '` UC-r Orr for O • _ a r f�'� "&Wttc#L f�t Z 60 h . 4000E eddw a 75 3 > 7 T-* f>+wa :fx V./ LTC- ler ai . lbq�irr♦d Airitdt 10 4^ _ O 1 7 AlLB AREA TTS. LTf3- f onrwldr►t r:'om brr' /����� �< �� R�6"9 aeMrol onldts ar+f tdnrrw . . r� let pl re 0 -4; /� r z ��f �t>iaraL Ilef if.T tjLU V• A flo.•'D►.�i7. 77 - I r,-uee� P4 V 1. - - _ ` and / i� 4 • ' , Yom` ,F:�. - ,i - .. - r ' - \!+t' •:Y- j•' - .. NOI1f�aMt�Id fOTF.. r i ;. t „ f "= t C ti, . ., - •tam;' I. h t •'f r , paw 4.0 Cd rI - TOf!At:'ALLOrf�D VIA i> -/:' Fes` ti' i :., L tl T W 1 til. N /' .r onntl�dfr► ql C• `• 'Yt iii!' - .. �_ i rf: 1111.' ... ... .� -.. :.. - . -. ... ..-, >,' 1111 - _� .� :. , r.. r -- : 1111 1111 ,. . t : .. .. ,b' :. 14V f' . . A•�srboR • ;;ei. 5 .. .. _ _ 4 .Yv r.; r .� _ 1 i r . .. i. .Z' � .. -- -.. .. ..,. 1111 •'.. - .•.:• i. � - _. , , . . . 0 p4 a x _ t= l� r �4a u 1111 , • _ - - Y4 _ J �p 0. T - 1 .I ,.[{ F' y -ra' 'V_, .. < ', ry:- `.'$: ah max'' • .. - -p ems. ..�,, •',x,: T .' :d.n a } yam. •'f ..t' _ '1 S'.••. 1. 11 0 \�) I . . . � ;, ., . ., - I I - . .� " I I . . 0 >.l I ( __� . . .,L , . . .. I .. , . �! -$. ,� .. WASUKRo r%�� - . . . . I ... , . _ . � .�, . I I . , .. . i . ILF__4 No- �_ . . I . . - . . 1 - 1 e . . - � I * . , ._�... , _ . m .__ 1 . � - � _ _ . I . . .1 : . . go . I .: . . ..� i. .� :. � I * �. , .. . ,1 . I . I . I. �:. .. I I � :. I - .1 ! _" I I .� . . . �. ... : . 4 . . . . .A.: ., �: �:"' I � .. . . . � � I . . . .� .. - I I . . . .� � �� . . . I W V� . . .. . . . . . - . . I . . , I ` `v I I- fI .1 . . _- ': i t .. G SHUT OFF I I ..,• _ I I .."�' ) I . .,. �: v A A� _ . >.1�OING 1.60W, SHUT-OFF SYSTM is OoN7ROLLE0 8Y AN AUTOMATIC.TIME SMIi�p 4 -1 �_ / o �,� ,• - . Q _ r1 �: X SMITCt PROVIDED FOR LK111NC'.91UT-OFF. SEE LK;,HIG fLAlt . , i I Dj- T :3. . � . . (D . I •. I I : Ki AUTOMATIC CONTROL OEV�CES SPECIE . . IED ARE CER7FIE0.. � < �- W) o . � :1.?�. . , . . . : :� _4 I . .1r. c ,. ALL FLUORESCENT FWTURES SPECIFIED ARE CERTFIED. REFER To 1HE UGHMC• : I < U �>� OAfEla® MIIICMOLE I . �/1IOIf- Jr101�i T/ll/'6t FIXIINIE SC DUIE Ohl 9 T E-t. . . . L. . PR01>F �Ete ' . _ a . - fir . T ; . ' ALL 1HREE LAMP FLUORESCENT FIXTURES ARE SP£C�EO w1Ft ELECTRONIC _ W h U I ow FIXATE rhos r w . , ANIS ARE EXEMPT FROM TAM" WRINC REQUIREMENT& - v' • a . POE IaIM faa>aIR�IIf l i0T10Y OF HAl�HOLE , ,z (n � < ' N i. O o ti110 AT NANONOLE - •- . , < • fUIIKY. IIIIOIOR tOlTs Alio EACH ROOM AIIaD AREA ON THIS PROxECT IS EQU1Pf�E0 WIN A SEPARATE.S1l ycT - Z o 0 •lME GII�Y Q10UT AF1R FOR EACH AREA. SEE JK LIGHTING PLAN. f- - x O POLE s !ET Aho R� . _ _. . .. T. .. - < 2oo 00 0. = OLoo PfaE M1E 1'�1!!' CalAIfPE7t ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THMI 1.2 ---- I OTTS PER SQUARE FOOT OF L*4TING LOAD ARE PROVIDED IRTH DU W i . . r AL LEVEL --. � � x . SMTOW- SEE LIGHTING PLAN SHEET E-4. W - U - v :f < . . a . T VE ARA - S THE w 3 . 'ALL LIGHTING M OAHU AREAS HA . SEP lE CONTROL FROM NOM- _ _ . 4• 1-1/!� DAtlll`T AREAS . .. C r 3 � 3p = * rCLC. - fl _ . . ~ a " DamUffi � Z F" cid o a aRAOE ExT> oR ucNnNc aoNTRaIIEo eY �uTOMAT�c trA, Daae AND. PHorocti;; - �, Q 11 co or i � .. C . I � % . I " - . . . ' . r, -� If . . I . �--- CON= AM CMARLf� ONSULTANI . . .. _ . . - fat' . 4JBWrW& � I . O sow $moll SEL PILE. A* _r '---• . I ft AS 109SM F9W 4.. ' 46 W alAlE>M C0a10ME tam . i", . I .. o LMR llII1AMIR A/sm f! Mm T IMM 1- 1111M . . . ... 1. - - . PaaoME 4 Ift um, . C�tY CI�CA�MONGA APPROVED 8Y: 1 w000 r m an .. . CITY ENGINEER �3 OI'all�t fE IMM atflfaE AI01[fnnl�E!t f♦Ll[ RM . . IMMM MW === flat WAWW *ate oa�u An rNwc aF wE TAIL T I T L M �1mea t o fllHtET IM " RM WAL 24 FO h 5 1-111 ._ f>'IOMI Ire 11 or . LIGH71NG POLE MOUNTING DETAIL Wr MW f f Daly - I __ I - � . __ - - _ __ - - A BEMs' OESCRIpnw f oma ft . � . __ - - - t �__ I 1111111111 - a 00� APPROWW 1 • 11 . . _ .. . . _ - _ . 1. i .: t 1. _ �. . _ i - _. .. -. 11_11 - . � -' ' -.�_Y...: - y_ . . I I ! _...._. 11_11-_. _ .. _..._- ..: 'w ._ -.�_�.. - .. r 7rBENCHMARK�_ BENCHMARK ELEV: 1389.28 No. A-219 CHISELED SQUARE ON SOUTH RETURN — — — — — — — — — — — \ PCC SWE. a •♦ S.W. CORNER OF LION ST. do BASELINE ROAD % i i� 1 t ♦ R AC PATCH R�p�- 1 / / RASS� •�9• SIGN, / ` / L G'0'ZANIAS �' / � cnra+ nw �'_/` �� `,� 1 / J . Z M ]� / / � � _ i f•sic!' \ `` ULT TNK TRE _N I ��C`• �� 7� `� — � -� 1 I ( 10"D PINE CONSTRUCTION NOTES •tQ` oQF. t-, . .i - � P C— SW ,-DEP. CUR / I♦ i �' 1 SAWCUT , FOR ♦� JP 0 ACCE 2 ` -F � �� 2 REMOVE / / 3 EXISTING TREE TO BE REMOVED 110 SATISFACTION OF !HE CtTYS iNSPECPOR .c 2 �i �— JOB NO 0 II _ � I Ro.,D A- -m (sm PLAN, slur c3, FOR NEIN LOCA1TON) 2 I JG� 1 / � MAY 71997 DATE LIONS a a { 1 AC �O WEST DRAWN CSB IRR. f D PINE 84.30 FF 2 tet' . r o PCC —,• — —. I -1rcN LEGEND: r� 2 3 1 F— m Tr v EM f' - — ( I ® R OVE ASPHALT CONCRETE in \k� Z v 1 { ® REMOVE CONCRETE r \ 6" MAGNOLIA \\� '� /�' 2 ', c� a v2 z Z t^J► D L — a PROTECT nv PLACE GRASS ( - - , / 1 , * O O t 2 W "4 \ I IE _ • ,Q"D PINE o � I 2 ;� o� t6"D PINE 1 r PIPE v m m �� m I f -� N z � 7 I o r^ 2 { D U 3 o r I N Imo' UP4 C 2 o o 11� s � �� � >_4 ; RELOCATE .. ✓ v Q� ..� En SEE SWA-1_ z D I I � D SURVEY NOTE ,LSK" — \ \ �1, r� cxnr wll_L PROVIDE FOR svEr AND STAKING Z Con a ..—♦ 4 / `� 7 r - �/ y� ` / ,L 1/2" WM I.IG a �� - - - k � WU1 V r zoo -�k pGZ, U 2 SCOPE OF WORK 0 r---� It is the City s intent to request a Bid Proposal for the Lions West h 0 ` Community Center.Improvement Project with the South Parking Lot0 items of worts as an additional Alternate Bid. The Bid Documents r--� • `\ I 0 LI H F III will guarantee work on the Base Bid and will allow the City the V option of awarding the Base Bid. Base and Alternate Bids. or { I portions thereof, dependent on the actual bids received and the �{ / available City funds at the time of the award. END a. I On The Bass Bid items are for alt work that Is located on the north z F•L� 8 o and northwest side of the Limit of Worts line as shown these plans..1-7 O , / .I The Alternate Bid items are for all work that is located on the IGN south and southeast side of the Limit of work line as shown these J / 7 I plans. j iooL - f C — 1 • _ / I < F•- o o I � - f 2 I W a y. N N t>� a i 1 < �� • It 0..• s{ I • W ss Icz =3 W — I I W t� d• < e:o I CONSULTANT , _ I • I SHEET INDEX — — SHEET DESCRIPTIONF a-.tio C1 C AM F40MAL PIAN { • - - C2' GRADING CS. CITY OF RANCHO CUCAMONGA .Y . I C4 FIRE SYsnm - Wffm SERVICE Pt/IN APPROVED BY RsooM.E,cEo sr_ CRY . � IRRIGATi�Ot� PLIM!>-� RCF 24953 ' _ — — QE asst st+� - II P� �. CIFARING, GRUBBING;, AND RE1rIO�NAL PLAN E C1 os , MAR. PLM- Tt10N' . TER N MM�JNiTY CEN } PADAWF IMPROVEMENT PROJECT : as LOCATED AT THE SOUTHEAST CORNER DAWN* "M REVISION DESCRIPTION o�srot♦ CRT oo� ,�,",o,�,®, OF LEON STREET ANO• BASELINE ROAD ., r . ".. �� . ..I .. . .- . . .I . . . � I . . ,-, . - I � . I . . T+ . : . " . .1 I. . . I . . . . . - - . .. -,�,_. , � - - I. �. ., .. I I .1, . .. - .. � . - I ,�7� ..7 *,, ev �sai ,-, r.,%;;' w, , I ,," . .. _ - . � I.. I - _ - lw _)_ ,- , 1 . I i r- � I � . - I . . I I . . .I . I - i I <k '. � � - . I . I I - - � . I . I . ; l . " . . � . VI � . I . . � ' - \. \__�l I . - , . .1 . I 1 . .. . .. . . �. BENCHMARK ELEY: 1 .28 ( _ _ � _ - �. - � � - ,� � _ - = atemm� � � - - _ � - � � � � - --� " No. A-219CHISELEDS _, - - - - - - - - - . , QUARE ON SOUTH RETURN Mum S.W. CORNER OF UON ST. do BASELINE ROAD - - _ .:? :ry - ' 1 \ _ I __.. _. 1. I .Vk . . ��- '` CONSTRUCTION NOTES �"` _ ' I :: \ 1& - CONSTRUCT PIPE OUTLET THRt1 CURB PER DETAIL ` ` I �/ � R �*- _ • . � i _,Y 2 I ! -_ - - - - -- -- - _ - R�'qr" � _ 2 INSTALL BROOKS PRODUCTS CATCH BASIN . d /C8-1818 L18 MATH 1818 STEEL PARKWAY SOLID COWER . L _ ` �� e7 -�-- B- - - - - _ / ` I \ % % � � 1 F Gr- INSTALL a DIA SDR DRAIN PIPE . . -- - !Z _ II . I A. -86- � ) / A ` I% I r . . . ,d / • II4 % ?*zl %YlL = GRAM NG GENERAL NOTES _ _ � 1 // fi 1. ALL VORK SHOVN HERE ON SHALL BE DONE I N ACCOR DANCE VI TH THE CITY OF JOB N O 85- � I II .e 1 � I RANCHO CUCAMONGA STANDARDS AND SPECI FI CATI ONS AND CHAPTER 70 OF . / / I 1 / �- BUILDING LDI NG CODE 1994 E THE UNIFORM / LIONS .00 I DI TI MAY T. 199T . I / DATE _ _ _ _ _ �� I I 2. PRI�2 TO START OF . - I i GRADI NG ALL EXI STI NG VEGETATI ON AND DEBRIS, I NCLUDI NG . r WEST - - ` I EXI STI NG STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS DRAWN CSB SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION uwR ar aMcow 84.30 FF �_ - ACTION OF THE ENGINEER. � � 7 � i I N I 3. AFTER STRI PPI NG THE EXISTING DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED ,: `1< / o m x N NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE ENGINEER.NEER. J - - - _ - - - - - - - - f �� I III i / 002 D 4. THE EXPOSED SOILS SHALL THEN BE EVALUATED BY THE ENGINEER, AND ANY ' I cc o N ( I I ADDITIONAL OVER-EXCAVATI off SHALL THEN BE MADE I N ACCORDANCE WITH TH THE ., . } ao - II I . . I EIGI NEER' S RECOMMENDATI ONS -AND AS CONTAI NED I N THE SOI LS REPORT. � _ .. '-I . _ _� -m & THE EXPOSED SOILS SHALL BE SCARIFIED TO A MINI MUM DEPTH OF 6 INCHES, P4 (' _ I I BROUGHT TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90Y. !►: � ? T I " " J �.% I COMPACTION. BASED ON THE ASTMD LABORATORY TEST METHOD. , . �N. 1� ,a / � ,�� I 11 V) 6. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED � . . - N. • ! , 1 I f^!'t BY THE ENGINEER.NEER. O t�z . cd :, --I, I , . 1 7. IF ANY UNKNOVN SUB-SURFACE ST T _ / �„ N .. - I i RUC U RES ARE ENCOUNTERED DURING �T� V ) . .� 1 7 .� I CONSTRUCTION, THEY SHALL BE I M�IEDI ATELY BROUGHT TO THE ATTENTION OF THE W V i ••. ,, ownt�a,o .,r ta,�.ot I m Z ENGI NEER PRIOR TO PROCEEDI NG. _ u x � � 0, tet Mc►aoca u t 5 V. I I Im 8. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADIN I I I G AND 1�/I n,�/ �' C BUI LDI NG CONSTRUCTI ON OPERATI ONS. w t -a._ _� .. .• `� I - - - - - J .-- j / *7 I/ I v 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT P4 0 � - • i O K . _ _ _ _ _ - -_ /3 `L I \ ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE � 0 11 x 3 1t- - - _ - �, :_,_t_��_ - - - t r ' i�' D MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, �� u $:�-414 0 `, r / ! ---� } ., i / -} SILT OR DEBRI '�"I i \ r b I .. ,11 L. }', x % !I ,��:��( _ S ONTO PUBLIC OR ADJACENT PROPERTY ANY ^ - 5 . .••5+ 0 .R , . >.�y;;� -�;�:' _ ... �r , - ,� • ,, .-:.�..,� . 1 . MUD OR DEBRIS ON .-�-•t , h;;,, Y, t' :�, 1 PUBLIC PROPERTY SHALL F-+� { r , .,. , "y p I , ; w _ BE REMOVED IMMEDIATELY. CI� c r Y• v r I - r« , r ":r::` Ik - _y AI -'J ;.r?'? ;;j„". , '-t ?�.n.. . ri�•I, �� �I 0 cda - .- :.> _ . r - =� r it _ ., "�.' r� V: 4'. 7.'- ! V1 T! 0. .L 1 NO GRA DI :k ,�. NG SHi�� ;4 y U ;t> -,`; I ALL C .:' COMMENCE VI TROUT a r ,. OBTAI NI NG A C ` - :ti i ONSTRUCTI ON z s >.' PERMIT AND U r .was _ � � •'f ,t i' o I -',i' i t " "' ., ♦. _ I La r• ` • ,may: • - a .._q .'• -.�;'. ,., .-, ,. ... ,__-• : -<;,.. � .,, ,: ..", .: -:. �� � Y','' fir- <r. ..K � x _ . NOTI FYI NG THE ENGI r . �. .:. .... ,, _.. ,' .,._ ,�., ,. ��- ,�.. � NEER < f TVO VORKI C� i NG DAYS PRI OR TO THE HE START 17 .1 . - ", z �, .. :.a '.� OF YORK. 4 7J:: - ,: - �, ING �.. -� ak a F i .,. •w .:f s 1. S x • G' �ti.. •i. n- r. 3 k h r ,:- ti a s�'r_':' 'yI - r, .,- ,. r` _ .. S a y. ,r.... ?r" r 3 M ,,. > rl, .a :.,,�S-II�AF , . . . . . . _ � _ . _ ._ _ _-� . .r;_ .. . . ,__ ,,: � ,. �-. _ 11. THE _ A a ' ENGINEER SHAL _ -� �, .r. . . . - _.. . ., r . , i. .a � �- =�. L ALSO1:�. Cz - _ ., . r . �: ., _�, � ,- :,,. _ w "�. ESPONSI BLE FOR- -- = Q) - ,..... ,.: _> : a. .r: Y _r.. ._ _ , .. _, _,, .,_ � � x ,:; _ J- .�. . , '�'«, ��.� VI NG AND TEST f BE R OBSER n .. � ._ ._ 7 . � , . � : _ <,:.. ..�_. Y UTILITY TY INE _ . _ :_ _ �' , , � .__ _ __._ . �, :� .r _ � .. µ.. . . , r , . � tr �.. ILL t. L AND C R >. � ,: J ��i E TI FY THAT 1i'a -".� y -ter +�{ ya. .c,.-,.' �.� ..�� �,4. .� ,,. COMP x.i��. � >-•.'. ACTION �.� ,>,.. ^� 3 :� •.�. F BEEN .s ., _. . ., .. .. ...- ._ . it !!.'' Fh, .>� .J .� .- ,.15 : _ _. , T . : 4. . w. ._ f.- _ .. .S-.' i,: ,.:, „ -. ,... ♦ .. a: , v_a, .t -k.. .�>✓� e'�/i� .. . . .,,- .._ �,. BY SUBCON r--1 ._ w.. ' n, r : AC ORS . � r s ',.. ,�, ,�, �;� OBTAINED :� _ . . . _ r . , .. .� w ... - .,_�. ,�^ w <•�.- �a.: �= NG UTI LI TY :.. !C ,Y _Z ... vg.. ., ... ,. ',_e. ... - ., _ -L r > o a. �..�3. ., _..._ ::a+' a Yzi•�'S -.Z.. �. AND AGENCIES CONCERNING I LI NE r a . ._ r • < .• BACKFILL O � ,. _ . -. �.. .r . , . 5, 7. w _ ELIDING < ,, ,.�. ,� LL INC BUT NOT r _ , _< . �. .: .. , � .n s. _ . . � , _ ....�, :.L, . �� a��,y O SEVERS MATER , • .. . . _ 5 z w LI NES ELE t . _ . �.. f w ,, f CTRI w ,✓ .>s, � ,:• x _l %,- _ aa��RR CAL .. � -„ i,- , ,. .. _ 7r, r .- ". ., r. .� , ,e .... :..._. ,f." Jim _ ..r. / - ,. .J. A., r^ .. _ .. .. tP ,... _. _ ,_., a1 ..,. -..... • max_ -'�I - � . _ � .. _ -_ ,.. . . ..�� _ � . . r' . _. ,_ .: - -h �< -� - LANDS ,, . . . . "� ., � � _ .. : _ , _ :._ � ,�. 1 ,�.�: IRRIGATION GAT . . , :,. sem, . ION ,:, _ _ ,. ._ _ s . ti. , . � . . _ _ -, s � ..� .� .k - � GAS AND CAPE, ._. .. - _. i r ... .,. .. .,. .. .._ _.� h .. .: ;.:�. ,•. .' .<"r -=b 3' [,�� r:- y�e ''t. :�+ LINES 1 ,.. a, �- a .,:..: .. .. :. -., .. .�. .. :,.. ��... ri. _t,. r. y� ":i.:S-: -' err q� z Z '::r j "q';f 0 .� g I t 'T,, n „>� r..mak•- -..L-..: ~`%` �f.'.. '>Y '>'Ti.. 7 , ._ v. : ,. _ _. ... . 'aid. i _ i. ,y, _;< a,ae•.==:. ? M r , u . . - . �._ , , Y . ,.. . , �`� E <•._ ,: �. . . a,. .. ,� � �:x' .-rl� t - h _ ._. � _ _ ,.. _ - _.� _ M -� ._ _ � _ �J - -� 2 ALL P. /+ . � . . . � -�, � � ,, , _ .. ,. ,. .. 1. . _. .., „ . . _ :,.., /- �.:� _� �. TER CARR �, _ _ . s , . . . . ,� :, ,. . _ .� ., � . :�. .� -. ,. _,�•. y: >�. S LES THAN .-. _. .. - .. ,..n .:., > _., -S" , - ...... .=.,. -,-. ., ... 3 cL. ,..ffa.. _ .. .. -. ti/ ?'a r�' r. S HAN 0r ,. `d. .. ,. .: .. ,.- .'S _ .. ,i' r . .Y Y`, .. ..,7 _S .r ; a.. ... .. 1: y I 'Y VIS +� , ,. .. �' . _, ,Y .: s.M .,,. fir. .;.. 3.. c - _ ..'L .:-s' C. VA CARRYING DEVICES GES WITH SLOPE ] � � S LL V r� BE AT _ . _ < _ ,_ .,. � , , r , . . .,,. _ . -. ,.. . , 4:.: .. ��. - - ER TEST .� � < _,. � .. . . - r. .. ., _ _ ... ...,, ,- ..� ..-. � � -�' •�r- TO FI NAL FI - C >3. , r f NI SH. `- , ,.. <. ,. -. r.. .. -.r> ...:�` "- . _..a.afa. r- .. .... y,� J_..,. ., :+. ?--r ',: wig ,..� '3' -.F s. - 2 ..i - Y♦ 1 s yypp.. .7-. s5.' •aaP .F ��." l.' ll S'.+ - _ Y. 3..s. .V, ,x. „cn _ /,. ♦. /�. .:. -r. •,:u r, .♦ .:� ..:1 .r , 4-. -, ,. 'C'. tet, M1.. e.,E `.. '. ..... ',.. .. a 1,. .... ."_:. ,.: �,: � ... � {- 11. 4 r> >. x :�;;� - ,. - •�t.. �� ,�. �. _g� .,-'- � I ALL MALLS REQUIRE< ; ,.:_x _ ,.. �- �� t IRE SEPARATE PERM4ITS AND INSPECTION. u Y, x: t; ?A'�,_: 5 yC. f.„u..:. Y r '!d:.Y.rr'._-..r��:.. .,,:�'-e'.+�,-•-_ ".. "�! .a�,- - k< cUe,- " rc .. .a_ .Y, G r i '4 ��,,,s t ;� F y- s F r,.< 3 .:Y •� ;' � .._..,, ,:.. r.,,...,.: :+y,,..} .I. .'?':.f < - "' '.. _r_q:n�> ar" >_4 . c;i': aa. :s":sL*. -.K� - - }, ' I j,..a-, r..,C'.., ... .e ..,. -_ .,1,, ,,-:.,,£' Yr -4_ y _ ry ~ eI F A ti _ _ , - F SCI L 2 >. a f .,. F...:.. Ys:,_ r,: _. . _ t� . t. . . �- <: >� s ,; k r: ENGINEERING I NVESTI GAT ,._ �-r), > .� N.. ,,r ,, _ \ I ION PREPARED BY _'. .. w,5r-.. . fix.` J ,. ... ,... '.< } Y:.•.. . - rd, _ ...r. %1. ✓' `s-. Er. a," .r ;-eyF bat, �'Ka•y <.,�. a:'; aur ",ti ./ "��L':.'. - O :> q`^~ ; -. y a t 9: Fes. 1' s 0 G` Y ,v , I.j s„ - ,.a, S^,e. r,_,,, •. :.?..y t ,. :..;e i::r.- i ,:_ :i'< - :•a <. -.a.,, .� -►,s '. :. -f- ;;�-S '` _z-. yam, t_:. .. . '..�',,..' .i yv ' , ,,-r'. ;<.: ::¢a. _ ?. -YrK' `r3-a, 9, z- �. 'pt ._ ; f',Y :, t- ..}a_ ._..:�,.• ,fir,_:,.a=<., v, .. :,._..: s;-. .. .. o-:w. h,S!_ .2 6 ur. ': S, Y .'y-. r` Z 0 P4 <.. .•.Lb•+„C'", .. ti,. r-•, :f : - _ ?-._.r 4.:.',c'J .,> ..v.:-,s.♦•F k=,_ ne" .cA•.'.'Ss n-�.. ,.,it y. f _ ` - .<_ .Y.�•a zJ,Y. ,-� - +. x _,.'--? ti.a •.S�ur S'" 2, �, •�`".'� O . s - - -01 ti:' - v -. < k`�-- �: _ r.: r - - - JOB N0. 96-044 . - - ! -�..�.: .;_ .� ' ..�..�. ;�:.z.. T ..;� � � � 7 �I RMA GROUP t r ,s.p:l � ._,h ,�•" 1 ,t., s. i:J_ n.,i `r.. .w ."_s'.• ys..r.fi. g F,r.y�'aitr„!:ti.. i �a:s. -1 l I I , �.. ,- F L y' .' �� -;d 1 MARCH 2211996 ~ _ ' , .( .10 851 EDI SON CT. ' i F.;, f . rT Y N l ! �„ ti 111 � 5`ir Ys w - -fc< t; Y_ ; 4 z -�1 I l 7 I : I I Mn RANCHO CucAMONGA, CA 91730 F... u� t ?' -+. >- .,q'Y'•r' rti r:-s;� f i".ZI.i. 7y, 1(' `r..) z - s< _g -- __ .__ __ -_ I..L // - H I - r l ,i ad s r �' _ ` a k T I 909} 989 1751 ; <:.� G x:.11 .1-1 .t;M1 "Y y �)i t 2-�?9� -.., t' ,_i'Y f•" E'r .i Ti` 7 v Y.: ,1 fx .::., s..•"..� t'<,,C,�'>.} i .,? r 'i`j- 'fr 2' s:r"Y>-� ::� r` }t. < `�: %-IN . )l ITHE ABOVE REFERENCED GEOTECHNICAL REPORT IS CONSIDERED A PART [ THESE �-1. .�. K :�� ` ;k' � _ ALL REPORT a�: �, :4 r y' ",, a. _. l ,._ ESE PLANS. ,. s .� -�,t j-, r: 1 - - ,� . �., ��r RECOMMENDAT . . , . - f„ , Rt �..•, . y �,- 4. I ONS SHALL BE F ...� , _ 4 FOLLOWED BY ANY CONTRACTOR PERFO�MII NG YORK ON THIS PR Y O - ,i." .-<..,:.; (.. .�_ .,> .,,s a' ;7 -Y Y .sx , °�{ f�h ��.xdi '.'_`: `'`�"".�e:z <'�.:a" ?fi"y;.�r•r.'•=`' "cx .. T / - I r _ �t } / T� � / I I �� k 0.1ECT �' 1 . I - v - . . . . �l I � I . . 1- - - °r . .. . . . . . .. . . . . . . . .. . - . � I - . . .I - . .:- I 1. I . ... . .1 - . . � . . . i .. . '. ._,__f , .. . I . . . . . I _ - I . . � . . � '. I - . . � . . . I . I . . I . . � -I=* IL . . . . I . .. . I . I 7 Q;;Nm- . . . . . . . � . . 11 � . . . . . - � I KT 1:Zp• . . . < F- o a . DEPRESS ASC AT INVERT FL //4 BAR 36' I.G. _ n o . ; . BUM OUT RADIALLY 'PO 2' Pay IIIfALX 12' O.C. At-6 CURB PER .4c V . 10" 1" CLEARANCE 3 CITY s 1104 a. . - e • PVC SCH 40 WE • w v •. 4 BAR 38' LG. 2 CLEARANCE - _-* ' cn . I . I . � �. I . I . . I I I . N. I-o' f2w O.C. .W,� . O ' O ~ <> Ir . - < d<:+ . . . . � . - 3f-- _ . �..�._ - - O W_ . PROPOSED .. . , .c 0 4w 4w 1 GRADE PROFILE ALONG CURB FACE SECTION VIEW = "Ww . LEGEND. . : �" O H 6""a WALK i GRADE G - EXISTING PROPOSED 4 PORTLAND COMM CONCRETE c� _ R . GRADE GRADE I CURB. OUTLET DETAILS O _ 290 - - _ WALL - - : "- _ - - _ _ - � - "=1 _ � 3 vw . / S OPE ,.. - t - s 1 v a� . _ . : 1 . . SCALE: o 83 86 _ . */� ` lf f�K 1. . . z n i - W .4 1* WALK \ 1E •.t' a < ar o o ,/ F 82 _. � I I - I I . _ .\- - ` ` ` � � . f 5:1 SLOPE S OPE - - .. . at 84• 85 - . CONSULTANT . - -- - WALK .�,� CON 'AOtMeS-� S�QPE e� pROp06ED CbNMT'DUR . 1. 2a - 791. SECTION. A-A SECTION B-� . . . . �, 1 I . TYP SLOPE DETAIL CROSS SECTION _ CROSS SECTION . . 1 . 1 . AD,u�CEr To WALKS SCALE-- HORIz: 1'=10'' sc� HQRI3: 1-=1a' CITY OF Rl�lCHO CUCANIONGA� . SCALE r - 3/8 =1 VERT. 1» 2.. . . 2,. .� - VERT. _ . . APPROVED 8Y mom or. ;'.,� . ',)1 CITY ENGINEER 249 �� I. GRADING PLAN FOR THE susumm aw . ; LIONS WEST COMMUNITY CENTER C2 �. . . IMPROVEMENT PROJECT . . - I . , . . .. . . _ _ - . ar o�aE sr o�aE aF . REVIS�01A1 DESCRIPTION LOCATED AT THE SOUTHEAST CORNER oaoo Na 1. I m ,mwcar OF UOK STREET AND BASELINE ROAD - `` f . .. . . _ . . . . .. - . . .� - t. - i r' "4 •' Y r ;a' T, ; i a' _ _ .,..alar€.:_ -ryr.- .. ._ ., ,. _. •r v• :.� .. . . , -- - w o w s Ia.v s f L1.(o A,)a ?Af?4 S Q � 4 w0 r` _ A. I r M . I0 . - Y C. �rn^ I y r�, �1.� , \\" It' • ©;KC 1/ J Y 3i � t r� `� J �� .� a y� fi'`J � "Sk w3 S ��{ .n 1 1��-•.�..�... a�/ pr as y/.U. A�. I t G�C ¢r tr t dig ,}r ' '��y t'� `f t r �,�t y"+: + s,,+1. � [4 rAx tam tiff yrc !. H �fr �} ,y3�i v\ Vl, l Z.�? t �1y+' � q t 29�a ` 1t . > yA f k{- ,,+ 'It �-I Y. 7.v r c1. - . 7 } Y.F I 1 i 1 4 , u 4 14µ ti y, A,� , g / �: r M :� _ rJ'r t�n?�I q ..lt �i '}. `�' •, .v4 S` _} `a { r`RF,.Y ,, 'y ,i',1 N;tst 41 Yy4}I t�,tt SSJ 4y d Y tc�y'� 'k F �.. ,per y r 5 a L s� '', !ti { +�y t a ,7b }j+4�5; o� - j �'�8s b-1 h' k. '� A s: fl t Y fir- 4.'- ' fryer `y " `', I I i / r ba 1`Y�r ; w r a r r }; - 1 { ,x , i t a 7 r g 4 ...- r j P. I A r Vv 'y.}rrS Y 1 >3 Y�'�"H e i 4� , tilid ( 1 A{ r}s,,r rErSii '' tom , ..< wn,t, F _ ! t�' Y r .h Y y^ r 9Sr y v Y Y 'Q S ] 4 - r S Y S h � r- �t �'. #' TT I, �iji�j00 C � I " ¢ 1 b.r t 7 j r 6 c 7 y }¢r N t Gt a Tyr ° 1.'>T ryr+ N 1 �u 'L v }y .,3 Y 1` {..;5+ + F t q Y y t r i , 7 'Yk y` �,, �„ I ill '. I 2 rr ei/ iZxh iAy fiv fri '�k tial J >4yr./f ` r , fray ,,n;,A, r it }'r at k{g n rfr 14 r\r1�}°J r Y f 1H �'� �A Y Y r .ry} s�j6p �' fv v�.1''1 tG b' k f v r;a 4/ ti „i }•� t ., Ot :n ,tii r , I 1` ` t k.' .tr/ t. •i' } t� '�'q 1 r_: S.r K .�' ty.r. r r' r 1 ^+" i , {''�1 r ,ty�,f YJ Y tt 4 1< r '1' Ettay YT At. �+ at t .7'+.k t,"'' f {.,{':'`r ?`S.Ytrrj,,q Y 5::g f Y - °t r�.+lar{ Fr'..4 �r�` l .�R yr ._� '�4 tti' !?rr1 . 111 asi I . A I t;r t g.^ t,� �.,c Y1 ,rn 4- �w :v t= :�',n i I . ^� r r h 1 i. <� y y f r l Yc i Y'ilyn Y �Y �}1� I D a a `�yy rvt x rk h v r4 a a rF. �- '•,� �'- I J� fir; ! `P, :_ +�. m ,n. }(i S-. Sir1. 4. II it � iN ytrr t c, �i� �.'. t x y ,"r c I` r , y ?sit I" �r � 10 f'rs' __ _.. ..�`�`ri'�^5''{ I.�., `/ *v r Sfy YiS ,4' Y` rf�y,fit !4' 'h.,S t. .. "► �,/ df S Yr l�e:.f 1 `1�" "t i iLK alr j.�{;f`h. n �Y Ctar..�... t.,.�..��.� 11 I �'4,;; '>" .r y , r 4 i r, , -, `tt rO% j, vay-" 4 . ^T',#i '"1 ai,' r }ay - ••*, y-. '1F c�r,; tl i. \ A I ! �:rF �, ,r rfi tN i }py� ( I n r t iS ' _ _ ..- Z9 Im IE:Al. I Y � � � r ° de b O • '- v I �Ir:,'t r try':4t t v,c'Y` " a r ��:e I E I I r Y� �-,�;., St r c � I ` ` i v I ll Y Y a, �r f^4'v r M's•!i -, 'i 3 r, � a: H 7 k - - t� ( _ . Q M. -S f I,L � >C j. 1 4.-.•�� I:r;ly r>' ,�, r am. `\ /� ` Z ( I u rT, •T4 r""1`I 0 3. te`° jr Ni , *_ t Fr y f R r�.si,A +"u*y y ¢'' I 'i[ g •{ `4 p'1 S 'p nr? r' - s� +L ',^�f. v --.N � } ... I . \ _I id 1611 i } 1� � + + �x _ �1t�';G 4 rte ata t < �„ 1> ` :l'�''i e1 �crt h ;. '/ .l v1 I „`9S• ,M -,H foftr t�^: ..nt,.:tsrF � ah °ik:�.+.` . lil �3 _ 0 - ' i „Ys v t t./Ff lt:• , vii a r $ ,rW>Q}''1 v`Y �t'fa,.r wsK +w1. ;e rri: P ` / I ' N - ar a .?j f W p..9 b H L Yrs-_ f y , .,lr Y, �'`*.y�lt t r \ I '� ltrd -.Art r 'i r e.t -., }2' d n-':I j 1 r"'��. •••"•^�-` m K s r S f e . ' � � �i�i -p \\ ��_ ( 4, , } \ ft Y`ti' r,�'v ,� �l T `r. �`•.�{ ij: M1 �r%. 1y�, M_t p, AY t: Y. f. .r I 4 I"' �J "y> ;Y N F C Yr 6: �3 ?. k ty� Y 7F t r yr v�i e I yr r t4 w� �, / r i ` +• s Y Y '� y 4 , � ,ti^, , nrtt v I i � >w t N I E, k7 I A/?� Y'G',-c. ° t -<ra li }I��n+ n R k.ro-�St¢ yl'� ksX y1.+ f x .rr I m k - . 'fn' d ♦ i �t,f �4 �} Y I Y, Y �{ ' r ,,ry: ( ,,.. , .,s . �a. 4` 4 , ,r a C', � wt.f IY-� DYr r t \ r } �0 7 1i v i, \,", 11�r� tri. 4 '� f F� I C .. / I I r}.'r2;r.x rx y s,( �I Y tfix s t ri. a 1 P.V ,S('3�'. , G -. �Yr. 1 v'. TS'tYak I I ` + ry4 � _ � I m \ ` / \ ^ � h rt h7Yi4 `[y Y ��'r:.Y r� 'Z 5- N }'r- rr r,. 4w, SRr? bk iIZ �, i Lr, X `` I L ,i AF^� A�' r S i •1.1. N , vr4 t ` !?r, Yf �*r -ia, L i.,a rn LS {* 1..1 kr 1' r f,Y]n`' i M N i j� \T+r c r'3 1 t.`; �} I A { 4 1 '- t - 59 /� }, .� :i. 9 S~ 1 b 3n�} 'S'ti. k v- t f�'`�.j Yti r +fi` P v< ,� } t I �,� O . ''}� ff l a d t� AF• S r r 'rW 5 } ''.y y� - t 1t t� S - 'r rtrt ''� n f �t.l .l e fly, tf ✓ r t r`h j1 - Zr ,~ �4 n �, f v, Jr ,I,,,y(•,...}n_..r ���,' h t�'"'1,.� S�1a�t�'rK.. •3+ty�,.. t;M '�`'�d 11x, N�"1v�� I ��w - •r�N /, I r` 7 A Sy Ar n r 1 xy al ' t8ti � i. �+y.?'...�rM ',>,� f I y/ 7 `�i` tti-'.�,g5`kaK, i�F'� r 'o� E r F, �vt J r, v k. A c� I �li�. 1 , -t r f/�.� _ �r�� * y r, r/ yt •.{ fly ✓ v ty f{;� . `s t t� I N 1 A F `� I Ort; 1.b}.1e f> s y? a r>r: it. ry rr+X Sae rS•wt •moi �I` vl�t�" `fit M I L2:9 II y I �-' Y"�'�kl "vy Y fRi'4y,I �t .wc1e'vi;;yr e>I 1 �aSS ,., ;t 1.f _. It-a Y.:. yk 'k' ytyq 1 ry. I Www !Z) . \ '(+ {1� ,+f t i�'�r yc " k. ^, ' r FE` '`rt 1. ft .} �iJ.>�r,l- ,� I T y ?y {A n}',, �,-ai �' t" ,rrF tk N. s 'L 5. C,r ti'S V 1'Sr J r' ?. q'i+• t f='Y Sy yV �"i i �,/� ��i�� _ ZZ(/�► t a wy p a 4..V�'r :ia ti.i: r- ,,, t i r `r§.f Y-r1t'�`'#. x , I f 0 % 4 - I -� 1•-1 �� 1 /� rc Y rr• ,is c d � *`t k 5'-'I Y i'.` ;P a z} t r i t tb{ '� 1 rn'- ��/}� i74 rya Mtt3'h:'S5 a c.vr ..a `� Ysyg ;iY: rS.iat r 4y ,A yN+k'c 'ty► 4 6rt,� - _ '�'- ` 2 0 . I t �:..�\t-JyY�`i5 r k,!`'�J{{f �a YF r^"Fw 't �yl V tf >u'�it' fit`F j.}f';. �,'. `�_ 'i t� rn - j - 9 Iti ` n y„ -.�. (�/ - e/ :, FY1 'v A..Y: v fS.: + .:•hc yryti r?..-+...r,. �tS��:i' � r�,j.. , :. ` T o 1 7L I Tyn YsF i.PWf3 f fF �t I 1 I 1, t r _ _ I } n n ` 1 } Y; r l s y z �' r � eM vss' s �.r'� 1�- auy. y- t. I �y}���/� /. r z?. d ` 7.. 'r, Y } d.,t �.t r f-r - }i Sc ,{w4 •x� n ` I v (n GA1.71)1\V PW�1 F.!\ ltIA1..4 =OO I ' I 5'a+c.b., F +"}S ,.rtC y� r ,y '1G2e Ae. ry 4 A� hC �a� r r A i�_yY +,iS J•�.2 , ,;�,` �� 1. - r 1111 /�Z .. F 4 4 `w., ht� Y+ Yf Y 1. t t <A •n d i. _ m 1 s ; d3..} t o-1. t j -u< y. 'sv 1t '� +�vi.ir. qt4 * C" - ` '�4 `Sr f' ..S I. , A �.ay, a'k t-t r.f .q a� 1:... i a (' �..-.�. "•' , 1 / l.t...;i bi �rY 4�Nt �.t ^A A 'ate �. T. �., y r y'� -.�1'Lr tt Y y:;. ` ' I F A/ O I 15',Y ,,�"T' +t9- i �. n Y -' 1 tif.. W L0L - _ �� p'' t S+ f d z { r ra Y �4 ,i. o:�w11�y+ p+y} t4'{v�,4'-- _ ZP �;+ -.y?'f ifA,''ti •rr;s?. r+ a tb 4 �.�i i l: R tg?' i'' ��� r- - I _ ,.. I 1 ae� ?} rN4 �r p^(�} vY w! Yvlrw Y4tY;} ay7 i "t �hk�n I ' * I f a O I dr ii x ,. n t '>, ,, �k�w f 'Li ')!,t{ s f• F�. i[ ^4 F - y \ I tf�kelj�) :,'Fa'" d�'•` Din '' r ti -:i}r. fr i'.,,a• ) Yr t-:. 'w'�4 4 ' / I _ �. . 9 .� I + ' x h a � i 1`Ey r }.jlI.i '', azi :� r`*f� Fxb� - ! yr}.S Ot t Z - I I d.rvi ` f{r 4' hY4 v k��� a lf{ �ti4 `I {a p - r � t v� � �vhrl �� � 5..d< }r 1 .1 o f r I '#{t 5!}F.- $ 1.,`^Y ft Tn t t.' .:a r`a ..rc a '+ kw r , d t !'� tv F�i r�• i +`r t �x��,!t t�.i'�.� y ' .' ,t 6_ �H f S Cti. I f z. - - - / -'', x -'ho w1 t- " > +yr ti" t .r t ,�y r a i r'. ' -. - 1. t ' ~gib `,�` f t •( :4.. c3" •><.;} ST j'., .� i 4 ',tr ► -- I- �j F �+�',xr: /t 'Y+3 i� +•',t 4 -.r +sL :�� �r w :,}- aA`':Y .Y:� �,Y1 I I �.► R _.... _ t.� S, 63 sr. :ref e -d y�i r;utal'�y.fi ;y`� •.ti..�£ y 7 S. "t- );CI' r;/ .. - - - ( ? f{Ha �� +- t r';° t .-d r :4r l r' "7TT --b - .," .. _ k . ti� ,y'it�` i'! ?k �.ye �, s 1 t, v� Dl `a 1 it-.� . • - . - .a! 'J:$y ,,;1}'.'iri.yt .c>rl'.a ,�?iv.. .{'51.1 t„;� ✓ f. ,v�.G4�. p .,'fV: '-` I - -� I /1:M•�ia Av ap:1ti:„x 8`F_may, _..., tr" . t, , ``� .'�`i k ;aF. :a �'�" ' *tv `i - •7. -.,.- -- _ ,- -- -- - -- � �) 1Il�}ri.t`,,} $ �...,."a �, v`ga,j t .,4`�„Y v,s'�` e�,.,.,.s`�r,v q. �,; ,M1a'..+_ '4rr a`'.�:• '► 1 r n„1,t i:.,r ,r . :ry, y 1.: Tg • •.. _ - XISfING CONC. WALL 1 I,,,t F '. , rfl,,,�{a-tr,.l y r +V.1. .i >r a t „k tv :fy4, -r. 1'y" �+�, 7 y c1 61,� - 1J i-- p#'y �? I I t` A3s`<)' !,.i4 h r 'f 1 C L.a V G`•' fi 'i+'4 .�� 1. I .11 �/ _ 6 x4 ` � y, ,z •r �'ttif''~n_ �s ;,?•>•; � #r,v� `,yp.ti�j1L' ,�.r. yt ..r '". .. v +'' �'#{}^�3fir _ tJ - h i� r�` s } �.w S• L A f� S1 � u` 'l J ti }-S 'la'y}{�'B "j`I `� I r I. . . . - ' - X,��',}?'R 'I�' `1- k k'"t�``,c,Gn i1><' '}c.. Y1�`N�� l-J _.t: '` • �atl a� ', •A_',1 I-, + tib a` j 's �,� _ ,a f''• � -•-•-.-w +�.. �____ve . i trE 't,q-'y r i.�' S �( 14>3' � { t + :c F 4.' 1. .. - - r y,r�5' j11 't Uro. , Vr ty ' ,r 1`,I / I - .. - - - �µµIi-: y r.µx 1 ,v`� `^,;y't 4 y.. U ; '1ti/w rj.'7 + - `f _ ,1 .. �� .-�� � I }•t r J ,} 5r n ; �c'.' rte ,t i; iY -I'KSP•.L, �b�_ y ' . - kr.' ;At ,+ y . r ti. F lr- I t.'"� ri �n':�' ,ltrh` tt„ �. 1:.4t, tk�. �r y . �. G .St ve '{'.trt k -'1. .i Y c uA fi y, m tr.:I� d y'- 3 b��Y:` / ` , ,�ef� ,r. t _ _ _ _ SY +'?ai•+}. 7 +�F t4 p Z{, t PX; >Y°`Y yrl,.1 -,,,;R,.,a,r r ,k -+ \ - , ) �. y�+yy ` 1. 1 t r ,, , 3� � } r ; . 1. . - I s t '*,q?j���. ti c' 'ri Y / - . . . t ' - pyx s S�' , �� Y} { �[•IS♦s f: tray 4i`. F` 40 " _ e _ Im� _ I i{,...y xu Y�a- ;r S. .� `:1•T }. �tr iA S�S r.• / ` ` I / . I - - . 1101. . . w. 1. t }d Y7�R Z• Y :( Yf.G. Y� YYi� '4^ N�%Lr I I \ }r , - - k Y;� r�<tirv:.$hirI `T :t•.vi t,`�} +..�i•., ,y+4,v,/g-'+,�f. ?��.., , .Z _ � _ , -+ 'S 1?q., t.t�rr _jl fR-�• rx„ ! r t";.i� ;iR. .t9 :, C / ` \ V - ' r`.r i ., ' I, r-N "' �}4 qi yr}1' L� A � '.: , r •t T,,re� h?(r'fi a j I r I \ / ♦ , _ _ .. s' ,. A - - : I. yi,r. , y��,t t ,;O. , ti. .�1 t �, :: ,,f Y 4 v >,rr �, Z ` I - - .. �� _ I �} 'y.ct ��r ;>a t' % ,.S r!'�y , ��.sr. :: ,r, u ^�tam_ I 11 . - •-.-I �.CS"_ -- 'c..:.�t�r. 1..:>r<..�>r t, .r�.., ,,,., '*Ao -� / q_ �� �L -� -� _-� . - --1---- - - - - 0 1 , - -� -�- / #* - - -�, 4 _ ��� �,' Is I . � \ ♦ loor 4 . . .. .. . N V �� /. '` �`_4-,--v � O < ! L1. N . ti' l f . 4 . . . . . . . . ►- . [ 1.I. . ' . . . ' . :r . . , . • . . • . -6 - . is - .. is3m 1 .. I I - -- I _. . 1. I� 1. l;-, . .� 1. 3 SIVS ' -I .. -. ..�. . . - .I . .., � . . . . . . . . . . . I . . (I \v' 0 (\d ] Nl � .. .. I � z t. . . . . . . . . . 1 . - I . 1 . . . I . I . . I . - . , _ . . . . � . . � . ; - . . � ." . . 1 . I I �. I .. : . I .. . . .. . . . . . I .� .. . . . . .. . I - . . . . . . 1 . .. _ 1. . . . ' ' . . . . . ?.. . � - I . . . .1 . i_1.!. ia'._ ._. . 1� . . . . .. . . ..." . I I 01 . .. . I .. ...I 1.� .;, . ., . . . . . . . . . .. I . . I I . . . .. . . . ! . . I . . . ., . . ..,. . � . . . . . . I . I . . . . . � ., . .. � . . . . . . . . . . . . I . .. . .. . . . . . ., .. � . . . . . . . . � . . I . . . .. . - . . . . _ . . � - . . . 1 . . . .. . . 1 . . . - r I . . . . . . . i . . I I . . . . I 1. '. . . . I I I ,` . . ' . : .. . . . . . I . . - � . � � . 1 . ..! .. .. :.. . .. . ., . : I . . . I 1. . . . . . I . � . . .. - - . .. . 1 . . : .. �'..l .. . .1 - . .. q.._. , . .-% . � . .. . . I . I . .� . I . -1 . - . . . . .-1 . . . . I . . . . . . . . I . . . . . - I .,. - I . : L .� 1 .� .. . . . . ... I . . � . . � . . . � . . . I . . . . . - . . . . . . . I . ... I � . . . . , o - . ., .1 . . . I . I . . I . . . I . . I . - ... . . . . . . . . . � I . . . . .. I ... . , . . I . . I 1 . ..* . � . . . - ,.... . - . . . 1. I - . . I . .. I � . . . . . . � . . . . . .. . . . . � . . . I . . . . . . � . .. . .. . . 1 . . . . . . 1 . . . . ; . .. I . . . . . . . . . . . .... . I � . - . . . . . . 1 . .... 1 . . . . I . . . I . I . . + ' - . . - - I . . . . . . . - . . I . . . . . . I . I � .. . . . . . 0. I. . . .. . r I . . . . I f.; . . . . . . � . . .., � . . . �, . . I . .. . . I . .. . . . . . � � . .. I � . -.7 _. . . . . . I I I .- , � . . . . . . I . . .. - . � . . . . . ... . ..: . . . .. . I - �. . . . . . . � . . . . . .. . . 1 . , 7 : .�, .. . ...- . .. � . 1. . . . .. I . . . . I . . I I . . . ... - - I . . I . � � . . . I > 'i . - I I . . . . � . R I , . - ... :�• e _ . + - - - e v a a w N . ® CDD . . I 0 � � =-1 ~ X N . � it . � 0 m 8 p I X X A Z Z m C7 m M LQ . 9 n • - 0 O . I N = . O6 - A . �p x , m n m C =gy m m z "'JO . 4 � 0 < . kW Z 1 A ZDV . . 4 - - i - I .I R . . n g m � Uf Z . 1 9 � q � �° o I � ' A x . $ O 0 pN 1 N - Mm I o i � Z . . C --n 5 9 rn O r-- 0 2 A � X - rn 2 >E - N C - (A _ � �0 T � 0 . . Am Z 'D * I . . $ ,I . � I i i � z . m g � 0 ( I I ;Q� �' m A ; I . 2 . if 4 :-� A * .w 0 . . i -. A t '1 ` N i � m 1 rTt R m N on -� � . Z 2 � 8 2 m �m�� . � eI r Nm O . Q�oo ..2 44 - . 1. , I . . I . . & o 9 ? . � m N e C � 'a s40 m 2 v r. 1. "! o f t� j c�. Q n Viz ` o v o z 0 PETER J . PITASSII A I A I D � . (L 4 LIONS COMMUNITY CENT R • � m m A R C H I T E C �� ` m i I , rn YY z z ' . ST. . o . . . I . . . I �.. - I I.I . I 10 ,-; '' LIONS PA,R ' ' . ..� I 0I .. .� (A 1. � Z w ;< . rT o �NCxo . CUCAMONGA -4 q RANCHO CUCAYON0A , CA 01730 • _ !1439 MIHITE OAK AVE . 8TE: 10s . . 911 Baseline I . I 3 . . TEI. 111 Ito- 1 ;11 . � . iAx. /�1; 144-1114 . ., 9 - . I . . I . R- I I. ancho Cucamon � C Nit, . 9 9 a. . , - . . . -. . I . I ,.__-__��.._..__.__._��.._ . . . __ . I � . 11 . . . I I I . .. . 7 4 Alp" 25-Oft is loft '�' � ;..' .: . _. , - - , . 1k. � . I "'.. : . 7 '13ENCHIMARK 38929 -No. ik-21 9 ;CHtSELED SOUARE t0N SOL 46.*- CMNER -OF AJON 'ST. Ak -aASE NE r Gh kk lyi&L. Wow -IRRIGATION �GENERAL NOTES: '00 F A I -,--AJI ,*qwpment shall -toe velected 'and installed -in accordance with the Contract S pecifications, Je 4� --�Stondard Grawlings, -4and details (shown on sheet L3). 'A TW 4 .2-* "The -Contrdctor,.-sholl coordinate controller programming with a Calsense representative nd a- nwmberiof the My Mainteriance Department. For controller location see this plan sheet. The p r water xnsWr and EIPA assembly locations are shown on Lions East Plans, -sheet L2. A 3. The JOB 'NO V. I the f ne to Contractor shall install one (1) spare orange wire a ong ntire I Ahe farthest remote control -valve (RCV) on each branch. Pigtail ,each orange -wire zt the enclosure. n DATE ',#AAY-7,1997 1-:4 sWI -Aerrninal tstrips in *nc4osure .4or irrigation wiring. Illy ength o the Mainli L ONS J4 'Me ritiractor: shall -cut. remove. iond dispose the interfering portions of the co -CSB 4 DRAWN '& -WAk &EST mbandoned irrigation ------I '$ySterriAying �within the top 6" of 'finish grade. FF -84.30 eE*JTRAGT_ -REt-0e*fE. D -obstructions 5. When vertical (fire hydrants, street lights, tress, etc.) -interfere with the spray pattern of I"STAtt -SPf the .4prinkler heads so as to prevent proper coverage, the Irrigation Contractor shall -field -,adjust the ";PdR #0 IfEVE FbIa V 5 GPM . ..-spnnkler system -by installing a quarter circle or half circle sprinkler head 'on -each side of the jqe obstruction so as to provide proper coverage. All adjustments -shall be made at no _additional cost -to the 7=5RDINAT ACity. . : . , I --MAINT-E+ANGE- E4RSGNNEI=- iog -6. This design is d rammatic. All piping, valves, etc., shown within sidewalk areas are 'fo' ' d wing clarification only and shall actually be installed in the plonting areas whenever possible. r ra CD 'LEGEND: > 17 SOD 'M MA TCH EXISTING Lj M 7 j I Z :-cd r Z. z X I JU C) 'GENERAL. LEGEND: SYMB -4 o F DESCRIPTION fr5wil MANUFACTURER 1-112" WATER METER (existing) (PER CCWD) rr n W2 X, ELECTRICAL PEDESTAL W1 AUTO. -24SS/120 STRONG BOX SB oe CALSENSE IET1 -40-R CONTROLLER, AND PHONE LINE (existing) 7 _j__ Lj BACKFLOW PREVENTION ASSEMBLY AND REFEREWCE IZ 1-1/2 -FEBC0 825Y -tiv LRNS OST WILKENS YSBR TRAINER (existing) WYE S Oki &I------- PLAW Sl:;EF L2 I CA.17%"F S t"Wr WATT .40 JL-J/-2" MASTER- QONTROL VALVE (e)eisting) 2 0 (exist�g) J�-112* PRESSURE REGULATOR WILKENS 500 SERIE ACV 11 TO CLOS �NERGIZED ED FROM CAL MAINLINE PVC PIPE, 2" & LARGER WA& SW32 E%LM L3 CLASS 315 PVC Gas rf) PPLY LINES 'IF SCH 40 DETAIL,,532 1* PIPE -UNLESS OTHERWISE NOTED ;EE PLM L3 U DATA INDUSTRIAL 220P rLOW METER (existing) OBTAIN ENSE ONLY NON-PRESSURE SU Cd -1,12 :'SCH. oil -2 Lo3 SLEEVES PIM L3 1) RFAIOTE CONTROL 'VALVE -W/ PRESSURE REGULATOR MNBIRD EFf3-CP-PRS_B -TAIL 532 0 -OR PER PLAN) SCH 40(2x SLEEVED PIPE TAI L-5 2 0 SM EIM L3 S CO DETAIL 535 LIPLING VALVE RAINBIRD 33 DLRC QUICK SEE PIM M BER FAILLONS PER MINUTE 2.1 01 ITF r ER SE-QUENCE/VALVE NUM U �CH '7 2 FEM(�TE '2 r __,PONTROL ?VALVE SIZE 2" ,RESILJENT WEDGE RING 'TITE GATE VALVE --RW DETML 518 WATTS 403RTr sm-PUN 2"' RESiLIENT-WEDGE RING TITE GATE VALVE (existing) WATTS 4,03RT-RW SjjMMAFZy 01 no NOZ. N S OPTI r.: 'A '-TP-SI JGPM XERISCAPE RRIGAMON &SSESSMEW ISPACING SYMBOLA DESCRIPTION D MFG ISHRUE3 BODYT REFEREN ARRIGATION (POINT VALU E) -POINTS '360* STD _3O` TRAJECTORY 30 13.70 RAINBIRD SAM -181 LAjmEb 2 15F CTOW 30 1.85 RAINBIRD SAM 1812 15H 180' 15' 15' ST. D 30* :TfWE 't-Ow 'GALLONAGE IRRIGATION SYSTEM '20 -3o, TRAJECTORY -AUTOMATIC CONTROLLER 0 go*- -15' 30 .9,3 150 1812 EB sTD RAINBIRD SAM E :IDESIGNED WEED N7 -12`S - S.+ BY TO., WATtk 'PLANT ATERING.., .12' EXIS OFFSITE-.MOISTURE SENSOR 'CONTROL "P LOW GALLONAGE 30* 30 2.60 RAINBIRD SAM 1812 12F > 30 1.30 RAINBIRD SAM 1812 12H RAiN SENSOAS .30, 0 .65 1 RAINBIRD SAM 1812 120 90* 12& 3 4LOW -GALLONAGE 30' .,lop 40 36& 1 -SENSITIVE tm Pt. �FACToftt'_�� SENSORS 18& 11' 12' 'LOW GALLONAGE LO LOW GALLONAGE 30* 30 1.75 RAINBIRD SAM 1812 12F PCS-.175 RECLAME.0_:1)R RECYCLED WATER 0 r1 0 GAt 80* 30* 30 .90 RAINBIRD SAM 12H PCs-.090 _LO NAGE 1812 OINTS -CLAMED: -60 rOTAL. 90* 'LOW 1812 -6 GALLONAGE 30! 30 .40 RAINBIRD SAM. SID -040 12Q PCS L3 1812 12Q PCS-125 36V LOW GALLONAGE 30* 30 1.25 RAINBIRD SAM .40 -PRESUM CALC"'"13a (for' LltM WEM 3 M, 1812 12H PCS-0 LOW GALLONAGE 0* 30 .60 RAINBIRD -SAM' 60 go. �DW GALLONAGE 30* - 30 .30 SAM METER SI ZE�A 71 n' RAINBIRD WATER 1812 PCS-030 z 120 Lu 30 1812 10H SO RAINBIRD SAM PCS-060 LOW ANGLE 16' 0 3606 5 5' 180, 61- 6 -LOW ANGLE 15* 30 .30 P -loom- RAINBIRD SAM 1812 10H ELEVATI IjOIL:P. S. 1 -030 CS 247 -x �-413 -LOW ANGLE 15* .20 MNBIRD SAM 30 PCS-020 1812 10Q VALVE V26 :SI ZE 1"1/4'. 00. 5. REMOTE C13NTRM '30 .40 RAINBIRD SAM FLAT 5! TRNECTORY TALLY 5 MAXI MUM DEMAND.30 (1 P-K. 1812 15CST -040 -ONSU PCS RY 15EST PCS-020 ELEVATI ON 13M C _5' 5' _5 FLAT 5-TRAECTO PRESSURE VAL C. V. 1tTATI0.1, 43 fo S. 1 30 .20 RAINBIRD SAM 1812 SIZE I TEM 10 44 AND _1/291 WATER METER 3. 3 -1 R-P. BACKFLOW kVICE 12. 0 WATLR *MR 1-1/2' HASTER VALVE 1. 0 (PVC) -1/4- �'CLOW 14ETER 1.3 2 LINE (627 L. -4.4X X&x yd;� -1/4' JOI1 :XISTING 1-1/4' IREMOTE CONTROL VALVE 0 .""ANUAL VALE �2. 3 7 f' 1 2' LATERAL _I Nt 7 V. 4 F1 TTI NG LOSS CITY OF 5 FT. CHANGE 3. 9 TOTAL SYSTEM UISSCS' I CAMONGA PRESSURE REQUI RED AT,WAD _'L J APPROVED BY TOTAL-PMSURE REQW RED CITY EWNEER T !�L E. W/ w STATIC PRESSURE AVAILABLE- . -407.1D- SUBSEC" *W 110CA V J� 4AU/ IRRIGATION AILABLE 4PRE-SET)- LIONS WEST COMMU RESIDUAL VATER PRESSURE, 0 NITY CENTER -OR.;,TH REG. PRESSURE -AV' F E PROJ= om CI TY RESI DUAL-WATER z2 P. S. IMPROVEMENT PROJECT PRESSURE REQUESTED ffy WE' OF LOCATED AT THE SomtAsT CQPNER '7 REVISION DESCRIFT11ON ORO" "M DOW cffy OF LION STREET AND BASELME ' ROAD 4k 41 'A sill