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Desert Sands Unified School District_1
. . . . . . . . . . . . . . . . &ENERAL ARCHITECTURAL (CONT.) PLUMPIN& T.I TITLE SHEET, 6ENERAL NOTES, MISC. INFO. A6.10 ENLARGED FLOOR PLANS i INTERIOR ELEVATIONS P-0.I PLUMBING SYMBOLS AND ABBREVIATIONS co 11�1 L A6.11 INTERIOR ELEVATIONS P-0.2 PLUMBING DETAILS A8.12 INTERIOR ELEVATIONS P-0.3 FIXTURE SCHEDULE 4 PLUMBIN6 SCHEDULE PS-1 PLUMBING SITE PLAN EU-1 EXI STI N6 UTILITY PLAN PIUILDINS 10: TOILET ROOM P-1.1 BLD6 I: PLUMBING FLR PLAN EX15TINS MU-2 EXISTING UTILITY PLAN A10.1 FLR PLAN, REFLEGTEED GLtS PLAN i ROOF PLAN P-12 Bl.U6 I: PLUMBING FLR PLAN EXISTING HC-N HORIZONTAL CONTROL PLAN At0.2 EXTERIOR/INTERIOR ELEVATIONS i WALL SECTIONS P-13 BL06 I, PL.UMBIN& FLR PLAN MODERNIZATION 5T-N STREET I MPROVEMENT PLAN P-1.4 BLD6 I: PLUMBING FLR PLAN MODERNIZATION ST-2 STREET IMPROVEMENT PLAN SCHEDULES i DETAILS P-13 BLO6 I: PLUMBING PLR PLAN WOOMIZA11ON 00/ ADI.I FINISH SCHEDULES BUILDING 1 4 9 P-Ib BLD6 I, PLUMBING FLR PLAN MODERNIZATION 6-i 6RADI N6 PLAN ADI2 FINISH SCHEDULES BUILDING 5, b, 1,8, q t 10 ULE P-1.'1 BLD6 I, PLUMBING IINLAR M PLR PLAN MODERNIZATION 6-2 DEMOLITION PLAN APIA WINDOW� P-1.8 BLD6 I: PLUMBING FLR PLAN EXISTINSA40DERNIZATION Palin I eset fii:; fle c 6-5 6RADI N6 PLAN i ORAI NA6ff ADIADIS DOOR SCHEDULES BUILDING I t 5 P-3.1 BLD6 3: PLUMBING FLR PLAN DEMO/MODERNIZATION 6-4 6RADI N6 PLAN 4 DRAI NAOE ADD.S POOR 8 ELEVATOR BUILDING b, 'f 8 t 10 P-4.1 BL06 4 / 10: PLUMBING FLR PLAN 6-5 6RADI N6 PLAN t DRAI NA6E ADI.b STAIR t ELEVATOR PLANS i SE'GTIONS ADI.1 MISCELLANEOUS EXTERIOR DETAILS P-5.1 BLD6 5: PLUMBING FLR PLAN DEMO . . 6-6 6RAD I N6 PLAN t DRA I NA6E AD2.2 WALL DETAILS P-52 BLD6 5: PLUMBING FLR PLAN MODERNIZATION AD2.1 WALL PETALS P-6.1 BLD6 6, PLUMBING FLR PLAN F-XISTINSA40 LRNIZATION A023 WALL MAILSP-T.I BLD6 'Is PLUMBINS FLR PLAN WATER,SEVER / 6A5 A03.1 ROOF DETAILS P-1.2 BLD6 '7: PLUMBIN& FLR PLAN ROOF DRAIN t CONIVENWIR LANDSCAPE AD3.2 ROOF DETAILS P-6.1 BLD6 8: PLi MBIN& FLR PLAN-1ST FLR SEVER d WATER A04.1 CEILING DETAILS P-62 BLD6 8k P JM1146 FLR PLAN - 2ND FLOOR L I-i I RRI 6ATI ON PLAN AD42 GEILIN6 DETAILS P-6.3 BLD& &PLUMBING FLR PLN - IST 4 2ND FLOOR L I-2 IRRIGATION PLAN AD5.1 DOOR 4 WINDOW DETAILS P-6.4 BLD6 & PLUNEIIN& - IST FLR ROOF DRAIN d GONVEN SOR L I-3 I RRI OAT I ON PLAN AD5.2 DOOR 4 WINDOW DETAILS P-8S BLD6 8: PLUMBING - 2140 FLR ROOF DRAIN i CONIVENS011 L I-4 I RR I 6AT I ON PLAN AD6.1 CASEWORK 4 INTERIOR FINISH DETAILS L I-5 I RRI 6ATI ON PLAN A06.2 CASEWORK 4 INTERIOR FINISH DETAILS L I-6 I RR I 6AT I ON PLAN A062 MISCELLANEOUS DETAILS ELECTR I GAL L I-1 I RRI6ATI ON PLAN AD 1.1 516NASE d ACCESSIBILITY DETAILS ❑ ❑ ❑ ❑ L I-b I RR I 6AT I ON LEGEND/BETA I LS ES-I SITE ELETRICAL PLAN L I-q I w I 6AT I ON BETA I L5 E-0.I FIXTURE SGHEDUL.E, SYMBOL LIST 4 NOTES Q Q Q LP-1 PLANTI N& PLAN IDLI INTERIOR FLOOR i WALL PATTERNS BUIL.DIN6 I E-02 SINGLE LINE DIA6RAM PLANTI N6 PLAN IDI.2 INTERIOR FLOOR 4 WALL PATTERNS EVILDIN6 I n LP-2 E-0g FIRE ALARM SYSTEM LIST, GALGULATION d DETAILS . . . n , f / , . �I- 101B INTERIOR FLOOR d WALLL. PATTERNS BUILDING 5 i '1 E-0 4 FIRE ALARM RISER �. (,,� ) � ) �,,) ) i ' t t �j i i f 1 �Lie) ! t � �' ;=LAi�{: i NO P LANN 0.4 I 'uOR FLOOR 4 WALL PATTERNS BUILDIN& i RE ILSir�RA•0 ..JLJ U L �e, L U �.J �./� �.J U `„/ �'� L_./ C�Li 1J � `� LP-4 PLANTI N6 PLAN ID15 INTERIOR FLOOR d WALL PATTERNS BUILDINkS 8 E-05 DETAILS LP-5 PLANTI N6 PLAN IDI.6 INTERIOR FLOOR 4 WALL PATTERNS BUILDING 10 E-1.1 PARTIAL 1UILDINCP 1: LI&HTIN& PLAN LP-6 PLANTI N& PLAN E-12 PARTIAL BUILDING It LI6HTiNG PLAN LP-1 PLANTING PLAN E-1.3 PARTIAL BUILDING 1t POWER PLAN LP-6 PLANTI N& LEGEND 4 DETAI LS E-1.4 PARTIAL SUILDIN6 I: POWER PLAN �..�TRUCTURA�- E-15 PARTIAL BUILDING I: SIGNAL PLAN s s ARCH I TEGTURAL 5-0.1 6ENERAL NOTES E-I.6 PARTIAL BUILDING 1: 516NAL PLAN RUHAIAU RUHNAU CLARKE -ASSOGATES 3775 Tenth S&met 5751 Palmer Way, Suite C 5-02 GENERAL. NOTES E-t.'7 PARTIAL SUILDIN6 I: FIRE ALARM PLAN o J (� Q `ELT$ 5-0.3 TYPICAL. CONCRETE DETAILS E-1.8 PARTIAL BUILDING I: FIRE ALARM PLAN �,� ArehiteCs / Planners Riverside, Califomia 92501 Carlsbad, Ca ifomia 2008 o oVE1�V,.L SITE PLAN 5-0.4 TYPICAL MASONRY DETAILS Ei:o PANEL SCHEDULES PARTIAL BUILVINS 1: ROOF ELECTRICAL PLAN ASLIA GORE ANALYSIS d FIRE 5-05 TYPICAL REINFORCING ST�./HOLT DETAILS A ALARM PLAN UILDIN 2 ASLIB EXITING ANALYSIS 5-0.6 TYPICAL STEEL DETAILS E-LII PANEL SCHEDULES # ( LIST OF 2001 GAL111= MIA GODS OF 1�61A_ATIONB A51.2 SITE DEMOLITION PLAN 5-O.T TYPICAL STEEL. DECK DETAILS E-2 E-2.1 BUIL.DIN6 2: LIGHTING AND POWER PLAN ASIS PROPOSED SITE PLAN 5-0.0 TYPICAL STEEL DECK DETAILS .2 13O : SIGNAL AND FIRE IONAL 4 FIRE ALARM APPLICABLE GORES AS OF NO'1/ 1.2002 ASIA PHASIN�S 4 INTERIM HOU51N6 SITE PLAN S-O.q TYPICAL METAL STUD DETAILS E-4.1 BUILDING 4� � S i 10: L�t��POWER,516NAL 4 FIRE ALAWO PROJECT SITE: AS2.1 EW.AR&W 517E PLAN 5-0.10 TYPICAL METAL STUD DETAILS E-5.1 BUILDING 5: L16HTIN&, POWER, 546NAL 4 FIRE ALARM A 2001 BUILOINit STANDARDS AOMINISTRATIY�GODS,PART I,TITLE 24 GG.R S-0.11 TYPICAL WOOD FRAMING AND MODERNIZATION DETAILS i ANGLE MACH MACHINE PALM DESERT MIDDLE SCHOOL 20pl CALIFORNIA BUILDING CODE(CM),PART 2,TITLE 24 04A. �`'2.2 ENLARGED 517E PLAN 5-0.12 TYPICAL ROOF FRAMING DETAILS E-5.2 PANEL SCHEDULESUi AS ANCHOR BOLT MAX MAXIMUM 74-200 Rutledge Way (hk17 UNIFORM BUILDING GODS VOLUh�I-9 AND 2001 GALIFOR�tlA AN�NDN�NT� A52.5 ENLARGED SITE PLAN 5-IA STRUCTURAL SITE PLAN E-b.l BUILDIN6 b: LIGHTING,POWER,SIGNAL i FIRE ALARM AG ASPHALTIC CONCRETE MGB METAL CORNER BEAD 2001 CALIFORNIA ELEOTRIGAL GODS(GEC).PART 3,TIT1124 G.GR A53.1 SITE DETAILS S-I.1.1 BUILDING I: PARTIAL FOUNDATION PLAN E-1.1 BUILDIN61: L16HIN6 AND POWER PLAN aiw, PALM DESERT, CA 412260 AGP ACOUSTIC PANEL N+EGH MEGHANIGAL (IggA NAT'fONAL ELEGTRIGAL GODS AND 2001 GALIFORNIA AMENmMIENT5) A582 517E DETAILS S-10.1 BUILDIN6 Is PARTIAL. ROOF FRAMING PLAN E-12 BUILDIN61: SIGNAL AND FIRE ALARM PLAN ACT ACOUSTIC TILE MFR MANUFACTURER 2001 CALIFORNIA M WMANIGAL GODS(CMG)PART 4,TIR!24 G.G.R. AWB SITE DETAILS 5-12 2 BUIL.DIN6 I: PARTIAL ROOF FRAMING PLAN E-1.3 19UIL.DINO 1: ROOF ELECTRICAL t PANEL SC E AFF ABOVE FINISHED FLOOR MH MANHOLE ij�ft Aq'M UNIFORM MECHANICAL COD!AND 2001 CALIFORNIA AME;NON a 5-3.1 BLDG5. 3, 4 4 10: FOUNDATION 4 ROOF FRAMING PLANMIN MINIMIUM 2001 CALIFORNIA R"INS GORE(GPO)PART ia,TITL.E 24 0.6.R BUIL PING I: GLA55ROOM5/ADMINI5TRATION/LIBRARY E-6.1 BUILDIN6 6: 1ST FLOOR LIGHTING PLAN ALUM ALUMINUM (14M UNIFORM FLUMISINs GODS AND 2001 CALIFORNIA AM11MM" ALIA DEMO FLOOR PLAN S-1.1 BUIL PIN61: FOUNDATION PLAN E-62 iJUIL..DINkS 6: 2NO FLOOR LIISHiTN6 PLAN AN ANODIZED' MISC MISCELLANEOUS 2001 CALIFORNIA FIRE CODE(GPG)PART q,TITLE 24 G.G.R ALIB DEMO FLOOR PLAN 5-1.3.1 BUILDING y: LOW ROOF FRAMING PLAN E-65 BUILDING 8: IST FLOOR POWER PLAN M AWP ACOUSTIC WALL PANEL. MO MASONRY OPENING pgq-r UNIFORM FIRE OWE AND 2001 GALIFORNIA AMENDMENTS) AI.2A RECONSTRUCTION FLOOR PLAN S-12 2 BUILDING 1: H16H ROOF FRAMING PLAN E-8.4 SUIL.DIN6 8f 2ND FLOOR POY0R PLAN MTL METAL 2001 CALIFORNIA R1E 4WWZP STANDARDS,PART IZ TITLE 24 c.G.R A125 RECONSTRUCTION FLOOR PLAN 5-1.4 BRACED FRAME ELEVATIONS E 65 19UIL.DINO 8: IST FLOOR 516NAL PLAN I"0 TITLI I A G.C.R.,PUBLIC SAIrE7Y,STATE FIRE MARSNAL REGULATIONS ALSA DEMO REFLECTED CEILING PLAN 5-1.5 BRACED FRAME DETAILS E-8b BUILDING 8: 2W.FLOOR SIGNAL PLAN . BD BOARD MBlQS � LOOI Ggi.IF�OFrN4°4 1^�'lzfiYGbvL,YP��'T'(o,?l7LE Z4 G•G.R Z.aOI GAL) OtZI�IIAr.VLeYD,'1'UR �,OD� ,PA1Z't'7 OWS, BLIIL PIN& PARTIAL LIST OF ARU ABLE 5TANDAIRD5 'TI Lr--Z4 Cc�.r- , A1.3B DEMO REFLECTED CEILING PLAN S-8.1 BUILDING 0. FOUNDATION PLAN E-8.1 BUILDING 8. IST FLOOR FIRE ALARM PLAN BLK& BLOGKINO NIG NOT IN CONTRACT O1 AIAA RECONSTRUCTION RVLEGTED CEILING PLAN 5 8.2 BUIL.DIN6 8: FLOOR FRAMING PLAN BM BENCH MARK NT5 NOT TO SCALE NFPA 19 AUTOMATIC SPRINKLER SYSTISNS MAA EDITIONAIAB RECONSTRUCTION REFLECTED CEILING PLAN "S.1 BUILDING 8: MAIN ROOF FRAMING PLAN E-6A 13UiLDINO 6: RND FLOOR FIRE ALARM PLAN OOF BUR BUILT-UP ROOFING NWA 14 STAI+DPIPJHs 9 71M 20�00 IV" AI.SA DEMO/REGONSTRUGTION ROOF PLAN "3.2 BUIL.DIN6 6: CANOPY ROOF FRAMING PLAN E-8:O BUILDING 8: PANEL�woim S GAB CABINiET OH OPPOSITE HAND NFPA 19 DW CHEMICAL EXTINOUISHIM6 SYST" Oft EDITIONS ASS DEMO/RECONSTRUCTION ROOF PLAN "A BRACED FRAME ELEVATIONS OG ON CENTER WPA PTA MT C 4MCAL SYSTEMS no EDITION Alb EXTERIOR ELEVATIONS E-q.l BUIL VIN6 4: F.LEGTRIAL PLAN GI CAST IRON col�rrRY °°� NFPA 20 STATIONARY FM" MAA EDITION AI.1 BUILDING SECTIONS 5-8.4.1 BRACED FRAME ELEVATIONS GJ GONSTRUCTION/COL.D JOINT OD OUTSIDE DIAMETER NFPA 24 PRWATE FIRE MAINS "0 EDITION A1.8 WALL SECTIONS S-85 BRACED FRAME DETAILS COL CENTERLINE OF-Cl OWNER FURNISHED/ WPA-12 NATIONAL FIRE ALARM GODS(GALIFORNIA AMVCW) Iq"EDITION AI.q ENLAR6EED FLOOR PLANS t INTERIOR ELEVATIONS S-6.6 CANOPY DETAILS GLR CLEAR APPLICABLE CATE60RY CONTRACTOR (NOTE, SEE UL STANDARD Will FOR*VISUAL DLFVIOW ALTO EN LAR6ED FLOOR PLANS 4 INTERIOR ELEVATIONS 5-q.l.l FOUNDATION DETAILS GNU CONGR M MASONRY UNIT INSTALLED W61( 0 MRIIGE NFPA 250 GRIT1cAL RADIANT FLUX OF M40MNCP SYSTEMS 2000 EDITION AI.II INTERIOR ELEVATIONS ".12 FOUNDATION DETAILS A t aR. NFPA 2001 GLEAN A6ENT FIRE EXTINGUISHN6 SYSTEMS 2000 EDITION A I INTERIM ELEVATIONS "2.1 FOUNDATION DETAILS - MODERNIZATION COL COLUMN O/ OVER1 H aE c€GOM SEOTIONI FOR NFPA STANDARDS-2001 000(1Nq O 4.1 AI.I INTERIOR ELEVATIONS 5-10.1 FLOOR FRAMING DETAILS GONG CONCRETE OH OPPOSITE AND MIND26MWAY AI.14 ENLAR6ED FLOOR PLANS 4 INTERIOR ELEVATIONS ROOF _ GPL CEMENT PLASTER -9 1P PAINT APPL I C /�51� r OPES/ STANVA®O� AL15 ENLARGED FLOOR PLANS t INTERIOR ELEVATIONS S-11.12 ROOF FRAMING DETAILS IN& DETAILS GPT CARPET PA PLANTER AREA l'� �./ I� BUILDIi S 2: L2.Q=RDOM5 5-112.1 MECHANICAL SUPPORT DETAILS 0 GT C.ERAMIG TILE PGPL PORTLAND CEMENT PLASTER PNJ�A LE T BERA4JL7�1 5-11.5.1 FRAMING DETAILS - WOOD A2.1 DEMO/RECONSTRUCTION FLR i REFLECTED GL& PLANS PFIN PREMNISHED ��� DIM I APPLICABLE CATEGORY GONTRAGTOR TO VERIFY ALL DIMENSIONS AND LOCATIONS S-11.4.1 FRAMING DETAILS - MODERNIZATION OF DRINKING FOUNTAIN PET DETAIL PH PANIC, HARDWARE C OF EXISTING ONDiTION5 ON THE JOB SITE PRIOR TO THE START OF THIS CONTRACT. '�2 EXTERIOR/INTERIOR ELEVATIONS 4 NEW LOCKER LAYOUT 5-12.1 STAIR DETAILS Ck ap DG DECOMPOSED GRANITE PI PAINTED INSULATION FAGIN& NOTIFY THE ARCHITECT IMMEDIATELY OF ANY D150REPANCIC-S BETWEEN ACTUAL BUILDING 3: IvWIG ROOM VIA DIAMETER PAS PLASTER FIELD CONDITIONS AND INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. A31 DEMO/RECONSTRUCTION FLOOR 4 REFL.EGTED GL6 PLANTS MECHANICAL �- ' Dim DIMENSION PLAM PLASTIC LAMINATE \ , /� •�y� p EXISTING CONDITIONS ARE INDICATED BASED ON INFORMATION SHOWN ON A3,2 EXTERIOR/INTERIOR ELEVATIONS 4 ROOF PLAN ON DOWN P. PLATE/PROPERTY LINE Y I V I N I I T MAP AVAILABLE DOCUMENTS. ANY DAMAGE TO EXISTING CONDITIONS 15 THE SOLE M-0,1 ABBREVIATIONS AND SYMBOLS OR DOOR P.WD PLYWOOD RESPONSIBILITY OF THE APPLICABLE GATE&ORY CONTRACTOR. BUILDING 4: KITCHEN M-0.2 MECHANICAL SCHEDULE O IDS DOWNSPOUT PR PAIR M-Og MECHANICAL DETAILS pcSM PAID SHEET METAL State of GalMornla 2 THE EXISTENCE OR LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR A4.1 FLOOR PLAN 4 ROOF PLAN M-0.4 MECHANICAL DETAILS DSA DIVISION OF STATE ARCHITECT STRUCTURE SHORN ON THESE PLANS WERE OBTAINED BY A SEARCH OF Department of beneral Services Goys Office M-0.5 ENER6Y MANAGEMENT SYSTEM EA EACH QT GUARRY TILE O"Ice of Regulation Services '113-110 Fred Warning,Drive AVAILABLE RECORDS. TO THE BEST OF OUR KNOKM;I&E, EXISTING UTILITIES ARE BUILDING 5: SCIENCE LA85 M-0b ENERGY MANAOEMENT SYSTEM AS SHOWN ON PLANS. APPLICABLE CATEGORY CONTRACTOR TO VERIFY A5.1 DEMO/REGON5TR ACTION FLOOR 4 REFLECTED GL6 PLANS - L3Utl.DING I: MEC,HANIGAI.. FLOOR PLAN EJ EXPANSION JOINT 16680 W. Bernardo Drive Palm Resort, GA g22b0 M I.I EL.EC ELECTRIC R RADIUS/RISER/REMOVABL.E MULLION Resilient Business Park (-160) 346-161q Fax: 060) -Mq-IgSq THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UNDERGROUND UTILITIES A5.2 EXTERIOR ELEVATIONS 4 INTERIOR ELEVATIONS M-1.2 BUILDING I: MECHANICAL FLOOR PLAN j ELEV ELEVATION RB RUBBER BASE San Diego, GA 412121 contact: Mr. Bruce Peltler AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PUBLIC OR PRIVATE M-1.3 BUIL.DIN6 I: MECHANICAL 3D FLOOR PLAN SHEET INDEX NO' ENGL ENCLOSURE : RD ROOF DRAIN (85b) 6'74-5400 Fax: (858) 6 14-54'11 UTILITIES, SHOWN OR NOT 9+40 V HEREIN. BUILDING 6: CLA56ROOMS M-1.4 13UILDINO 1: MECHANICAL 3D FLOOR PLAN EACH BIDDER SHALL EXAMINE THE DRAWIN65 OF EQ EQUAL REF REFERENCE Ab.1 DEMO/REGONSTRUGTION FLR 4 REFLECTED GL O PLANS M-lar BUILDING I: MEGHANIGAL ROOF PLAN REIN REINFORGINk5 GI of Palm ]7esert 3 APPLICABLE CATEGORY GONTRAGTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY GONSTRUGTION DOCUMENTS TO DETERMINE THAT ALL SHOWN -0 1 E5 EXPOSED STRUCTURE A62 EXTERIOR ELEVATIONS 4 INTERIOR ELEVATIONS M-Ib BUILDING I: MECHANICAL. ROOF PLAN ON THE SHEET INDEX ARE INCLUDED WITH EACH SET ESP � PAINT REQ'D ! Palm Desert GNIG Center DlSGREPANGIES, ERRORS, OMISSIONS, OR INGON515TENGIES IN THE CONTRACT DOGUMENT5. M-3.1 BUILDING 3: MECH. FLR PLAN 4 3D MODEL RIF RUBBER FL.OMNS THE APPLICABLE CATEGORY CONTRACTOR SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVED. THE FAILURE OF ANY BIDDER TO EXAMINE �� op EXP EXTERIORN/EXP05ED Fcr► ROOM BUILDING 1: MULTIPURPOSE M--4.1 BUILAIN6 4: MECH, FLR PLAN d 3D MODEL OR RECEIVE ANY PART OF THE CONSTRUCTION DOCUMENTS '13510 Fred Warnln Drive NOTIFICATION HAS BEEN ISSUED BY THE ARCHITECT. A11 FLOOR PLAN INDICATED I GATED ON THE INDEX SHALL NOT RELIEVE THE EXT EXTERIOR � M-'1.1 BUILDING 1: MEGH. FLR PLAN o RO ROUGH OPENING Palm Desert, GA 2260-2553 EV9C. ELECTRIC WATER COOLER RSL.B RESILIENT BASE ('760) 546-0611 Fax, ('160) 540-05-1'4 4 IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE PLANS, SECTIONS A-12 REFLECTED GL6 PLAN M-12 L9UN.DIN6 '7: MEGH 3D MODEL B I DOER FROM THE OBL I OAT I ON OF THESE DOCUMENT5. OR DETAILS ON THE DRAWIN65. A1.3 ROOF PLAN M-1.3 BUILDING '1: MEGH ROOF PAN FD FLOOR DRAIN REF REFR16ERATOR A1.4 BUILDING SW71ONS M-8.1 BUILDING 6: MECH. FLR PLAN IST FLOOR 3 ALL STANDARDS, MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE A'f5 EXTERIOR ELEVATIONS - FEG FIRE EXTIN6UI51ER CABINET M 82 BUILDING 8: TECH. FLR. PLAN 2ND FLOOR FF FINISH FLOOR 5B SPLASH BL..OGK APPL I CAME AGENC I ES STATE BUILDING GORE AND ALL OTHER &OVLERNIN6 CODES AND ORDINANCES A1.6 WALL. SECTIONS M-6S BUILDING 6: MEGH. ROOF PLAN F6 FINISH 6RAVE 5G SOLID CORE A5 SHOWN ON THESE PLANS. THE APPLICABLE CATEGORY CONTRACTOR SHALL ASCERTAIN A1.1 WALL SECTIONS M-8.4 BUILDING 6: MEGH. 50 MODEL IST 1 2W FLOOR 5GlED SC+WULE REGULATIONS AND LAWS. A1.8 ENLARGED FLOOR PLANS 4 INTERIOR ELEVATIONS FHG FIRE H05E CABINET INSTALLATION OF DEFERRED APPROVAL ITEMS SHALL NOT BE STARTED UNTIL DETAILED PLANS, A'1.q INTERIOR ELEVATIONS M-10.1 BUILDING 10: tGH FLOOR PLAN FINS FLAT HEAD WOOD SCREWS 5D STORM DRAIN SPECIFICATIONS, AND ENN&iNEERIN& CALCULATIONS HAVE BEEN ACCEPTED AND 516NED BIT" THE 6 N CONFLICT OGGURS BETWEEN THE REQUIREMENTS OF FEDERAL, STATE FIN FIN194 SHT SHEET S&P SEMI bL055 PAINT ARCHITECT OR ENGINEER IN GENERAL RESPONSIBLE CHARGE OF DE516N AND 51&N M BY THE AND LOCAL LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE M05T BUILDINS 89 FL FLOWLINEA I ARCHITECT OR PROFESSIONAL ENGINEER WHO HAS BEEN DELEGATED RESPONSIBILITY COVERING STRINGENT REQUIREMENT SHALL &OVERN. A6.1 FIRST FLOOR PLAN . FLR FLOOR SHTH SIMILAR NS THE WORK SHOWN ON A PARTICULAR PLAN OR SPECIFICATION AND APPROVED BY THE DIVISION A6.2 SECOND FLOOR PLAN CS TOG FACE OP CONCRETE Sim TI OF THE STATE ARCHITECT. I OCCUPATIONAL SAFETY AND HEALTH: THESE DOCUMENTS, AND THE A6.3 FIRST FLOOR REFLECTED GL6 PAN FOP FACE OF FINISH SPECIFICATIONS CONSTRUCTION HEREBY CONTEMPLATED, SHALL BE 60VERNED AT ALL TIMES A85 ROOF V RD011t REFLECTED GL..& PLAN SG SWAREFOM FACE OF MASONRY SW SEAtrtLESS RESILIENT FLOORING DEFERRED APPROVAL ITEMS FOR THIS PROJECT ARE AS FOLLOWS: BY THE APPLICABLE PROVISIONS OF THE CALIFORNIA OCCUPATIONAL SAFETY A85A CANOPY ROOF PLAN s� E FOS FACE OF STUD AND HEALTH AGT OF Iq'f3, (GAL/OSHA) AND ALL UPDATES SINGE. NOTIFY ARCHITECT OF d FRA FIRE MATED ASSEMBLY 55 STAINLESS STEEL A. FIRE SPRINKLER SYSTEM AbA BOIL LING SECTIONS 1 DISCREPANCIES FRP FIBER.&LASS REINFORCED PANEL 5TG SOUND TRANSMISSION GLA55 B. ELEVATOR RAILS 8 DETAILS MARKED A6.1"TYPICAL° SHALL APPLY IN ALL.. CA5E5 UNLESS SPECIFICALLY A8.8 WALL SECTIONSELEVATIONS ALL FRT FIRE RETARDANT TREATED STD STANDARD INDICATED OTHERWISE. Ab.q CANOPY SECTION (SEE 6ENERAL NOTE #3 THiS SHEET) FURN FURNISH/FURNITURE 5TL STEEL. DEF-ERRED APPROVAL FOW FACE OF WINDOW 5TN STAIN q NOT ALL ITEMS OF DEMOLITION ARE 5HOW1N OR INDICATED. SHEET I NDE�C TI Tl. FOD FACE OF DOOR STIRSTRUCTURAL/STRUCTURE THE APPLICABLE CATEGORY CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION OF EXI5TiN6 SUSP SUSPIlaom DIRECTION OF VIEW CONDITION5 AND COMPARISON WITH NEW CONSTRUCTION TO BE EXECUTED UNDER THI5 &A GAUGE CONTRACT PRIOR TO 5UBMISSION OF BID. NO ADDITIONAL.. COSTS WILL BE APPROVED 6ALV GALVANIZED TB TA 1<50 `RD A SECTION IDENTIFICATION NUMBER A FOR ITEMS READILY VISIBLE WHICH WERE REQUIRED TO BE REMOVED OR REWORKED PROJECT DESCRIPTION 61 OALVANIZE37 IRON TG TOP OF CURB TO FACILITATE FINISHED CONDITIONS. ALL SYSTEMS THAT ARE 117ENTIFIASLE AS NO LON6ER DESERT SAND5 UNIFIED SCHOOL DISTRICT DING SECTION Al. AI.3 6LULAM GLUE LAMINATED TLC BUIL SHEET ON WHICH SECTION OCCURS NEEDED SHALL BE DEMOLISHED BY THE APPLICABLE GONTRAGTOR WHETHER SHOWN ON THE 41-450 Dune Palms Road Construction s ctican of science building 8 Ti i l tact ur o e bull La Quints GA g2253 t s din 7• T& TOP OF GRATE VRAW1N65 OR NOT. SAME CONTRACTOR SHALL PATCH t REPAIR SURFACES. 9 � P g , 6PL &ALVASUM PLASTER TJ TOOLED JOINT (160) 111-8511 Fax 060) 111-8522 toilet building 10 and idifit yard. 65M 6YPSUM iSED SHEET METAL DIRECTION OF VIEW 10 GHAN6E5 TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE contact: Nark 4 rlabadat ll g Y 61N8 GYPSUM WALL80ATQD TOM TOP OF MASONRY JOO Carlsbad VIIIago Drive, Suite 205 T05 TOP OF 5HEATNIN6 MADE BY WRITTEN ADDENDA OR A CHANGE ORDER APPROVED BY THE DIVISION OF THE Ms. Charlene Mitlln r, Asst. Su erintendent Business Services 5 Alterations to administration and classroom building 1; locker SERUM WATER RESISTANT 6V'B ELEVATION lDENTIFIGATiON NUMBER 9e p Carlsbad, GA g200 STATE ARCHITECT, A5 REQUIRED BY SECTION 4-556 PART I TITLE 24 GGR. room buildingmusic building 3 kitchen building 4 science TOP TOP OF PARAPET � � � Ms. P es, Director of Facilities Services EXTERIOR ELEVATION �� Project Manager, Facilities (160) 120-1205 Fax (160) 120-0841 t g g H� 5 HOSE BIBS TOW TOP OF WALL A2. Mr. Steve R1col, j g contact: HDW HARDWARE SHEET ON WHICH ELEVATION II A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWINER) AND APPROVED BY THE y Ope rtr. David Nack, Princlpal-In-C;Iwrge building ; and classroom wilding 6. j TP TOP OF PAVING � Mr. Terr Parker, Maintenance 4 ratlor� T5 TOP OF STEEL DIV15ION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. HDWD HARDWOOD TYP TYPICAL- DETAIL IDENTIFICATION NUMBER THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-542, PART I, TITLE 24, CGR Mr. Kesh Prasad HG HOLLOW CORE T TEMPERED&LASS DETAIL REFERENCE I "A DSA APPROVED GLASS I PROJECT INSPECTOR" a-mail: keshonackandassoclates.com HM HOLLOW MIETAL DIRECTION OF GUT CIVIL HORIZ HORIZONTAL TO DRAWIN65 A-1•I SHEET ON WHICH DETAIL OCCURS 12 ALL DEMOLITION WORK WITHIN THE PUBLIC RIGHT AWAY SHALL BE IN ACCORDANCE WITH THE HR HOUR UC UNDER CUT ORDINANCES, REGULATIONS AND APPLICABLE CODES OF THE CITY OF INDIO AND WITH THE Blaine Women GNtI EnglneerWlg PL_UMBiNIG ENGINEER UNO UNLESS NOTED OTHERWISE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC, WORKS CONSTRUCTION. 415W E. Florida Avenue, Suite 6 Nock 4 Associates INSUL INSULATION / ROOM NAME INSPECTOR SHALL BE CLASS I. Hemet, GR g2544 500 Carlsbad Village Drive, Suite 205 INT INTERIOR VAR VARIES MULTI-PURPOSE (951) 658-1121 Fax (0151) 658-41341 VERT VL52TIGAL 13 ALL FIRE LANES SHALL BE UNOBSTRUCTED DURING ALL PHASES OF CONSTRUCTION contact: Carlsbad, GA 5 Fa 00 ENV INVERT ROOM I ROOM NUMBER Mr. Blaine A. Homer, President (160) 120-1205 Fax (160) 120-0841 YET VIINYL TILE TILE IDENTIFICATION t00=2 contact: APPROVAL STAMPS 4 e-mall: Saw®Ixlwce.com iJT JOINT SHEET ON WHICH INTERIOR ELEVATIONS OGGUR 14 WHENEVER OR WHEREVER THE DRAWINGS, SPECIFICATIONS, OR OTHER CONSTRUCTION Mr. David Nack, Princlpal-In-Charge J5T JOIST V5F VINYL SHEET ROVEFLO RNSINO 3 DOCUMENTS REFERENCE THE TERMS "6ENERAL CONTRACTOR" OR "CONTRACTOR", THEY ARCoMr. Kesh Prasad VW, VINYL' WALL GOVERIN6 �� WALL VIEW IDENTIFICATION NUMBER (SEE BELOW) SHALL BE CHANGED TO READ AS "APPLICABLE CATEWRY GONTRAGTOR". Ruhnl"u Ruh 1CGPL KSENES CEMENT PLASTER � WITii t�tau �� Glarlc�e LLEGTRIGAL iB�sINLSER 3115 Tenth Street LAB LABORATORY WG HATE .,LOSET 15 ALL WORK SHALL CONFORM TO TITLE 24, GALIFORNIA CODE OF REGULATIONS (C R). Riverside, GA 42501 FBA klssrl LAY LAVATORY VYD WOOD CASEWORK IDENTIFICATION: (q0q) 684-4664 Fax (qOQ) 684-62"16 LM13 LAMINATED MARKER BOARD WGL WIRESLA55 16 ALL B JLLDINC75 UNDER&OIN6 CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN contact: 3420 Irvine Avenue, Suite 200 LP LAMINATED PLASTIC tNH YVATER HEATER COMPLIANCE TO U.F.G. ARTICLE 61. Mr. Roger Clarke, Princlpal-In-Charge Newport Beach, GA 412660 WV WOOD VENEER (6144) 652-4141q5 Fax (41401) &52-1651 40 WWF WELDED WIRE FABRIC HEIGHT Ms. Wendy Derosler, Project Manager' n t: - - X FACTORY FINISHED PREFINISHED I"f IN AGGORDANGE W{TH PART 1, TITLE 24, G.G.R. BUILDING STANDARDS ADMINISTRATIVE GORE a-mail: wderosiererrcarch.com �r %OtA Bravo, Associate INDICATES SPECIAL 96 M 24 f---DEPTH ARTICLE 3. APPROVAL OF DRAWIN65 AND SPECIFICATIONS, 5EGTION 4-31'1 (G) Mr. Mark Mandavlan of cAt�� CONDITION 144 W.I.G. DUE TO THE DIFFICULTY OF ANTICIPATIN6 EVERY UNSATISFACTORY CONDITION THAT MIGHT STRUCTURAL ENk51NLSER e-mail: fbaefbaenglneering.net LENOT 48 L( LOCK BE FOUND IN EXISTING CONSTRUCTION WHERE ALTERATION, REHASILATION OR iNCIGATES # OF UNITS RECONSTRUCTION WORK 15 PROPOSED, THE FOLLOWING CLAUSE OR ONE OF SIMILAR c ARCHITECT EtNA ° CONSULTANT OF THE SAME MODEL M= MODIFICATION 1"EANIN& SHALL BE 1l-GLUPED IN ALL SPECIFICATIONS FOR ALTERATION, REHABILITATION 23362 Mitt Greek Drive, Ste. 220 ARCHITECTURAL A55REV'I AT I ON5 OR RECONSTRUCTION PROJECTS: Laguna Hills, GA. g2652 Delorenzo, Inc. DOOR "CALIFORNIATHE INTENT OF THESE DRAWINGS AND SPECIFICATIONS 15 THAT THE WORK OF THE (q ) 462-3200 Fax (q4q) 462-5201 IT75 Hancock Street, Suite 200 RECEIVED IDENTIFICATION IOTA NUMBER ALTERATION, REHABiLATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, contact: San Diego, GA 42110 EXPLANATION OF GORE OF REGULATIONS. SHOULD ANY EXISTING CONDITIONS SUCH AS Mr. Larry Kaprteltan (6141) 2415-5115 Fax (bIq) 241'1-2354 f BAR 0 2 2007 THE OM1614 INDICATED HEREIN COMPLIES WINDOW DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WHICH 15 NOT COVERED e-mail: lka rielianeknaconsuttin .com contact: Mr. Brandt Moughon IDENTIFICATION STAMP �L S,` /, /7GG/9/r('�" SL65TANTIALLY WITH THE REQUIREMENTS � SPECIAL CONDITION p 9 OF DIVISION 4 TNRU q OF THE ENERGY IDENTIFICATION - �-./ LETTER ONLY IF NEEDED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE Ms. Liberty Lewis a-mail: bmaugharie�delorenzoinacom bN OF THE STATE ARCHITECT ��,AJ ,i / 24, CALIFORNIA CODE OF RE6ULATIONS, A GHAN&E ORDER, OR A SEPARATE SET OF PLANS OFFICE OF REGULATION SERVICES `�� ` At. � %me / iIu t CONSERVATION STANDARD5, TITLE 24 AND SPECIFICATIONS, DETAILING AND SPECIFYIN& THE REQUIRED WORK SHALL BE SMMI I I +"' CALIFORNIA ADMINISTRATIVE GORE. CONSTRUCTION �� TO AND APPROVED BY THE DIVISION OF STATE ARCHITECT BEFORE PROCEEDING WITH THE HARDINAIRE SPECIFICATIONS O4-107243 �`�c� KEY NOTE ^^ NUMBER WORK." yr� f Architectural Hardrwo Services R�e ,y V E D 18 ALL SYSTEMS SHALL BE MAINTAINED TO OCCUPIED FACILITIES, INCLUDING PORTABLES DURING IITi5 Clark Street 515E BayonnQ Circle FI.s� .7�Lss :,A-j n DISABLED ACGES5IBLE Irvine, G 260 r-r n AGGE550RY ALL PHASES AND FOR THE DURATION OF THE PROJECT. THIS SHALL INCLUDE ANY AND ALL Arcadia, GA g1006 DA 2fl07 IDENTIFICATION Ad ITEM (WHERE IIVDIGATED} NECESSARY TEMPORARY FA 1LITIM AND TEMPORARY ROUTING AND REROUTING AT NO (626) 303-3834 Fax (626) 358-3518 (q4q) 61q-5g2q Fax (q4q) 61q-632q R06ER GLARKE G-21340 DATE ADDITIONAL COST TO THE OWNER. BIDDERS SHALL INVE5Ti6ATE THE SITE PRIOR TO BIDDING. contact: Contact: ACCESSORY ITEM Mr. ce Wise t`:•. DE51&NATION Mr. John Elmore e-wll:. r cewlsoocox.net DSA APPROVAL e-mail: ahsJde0*arthltnk.net � TITLE 24 ENERC7Y' STATEMENT ARCHITECTURAL 5`I'M50L5 GENERAL. NOTES PROJECT TEAM APPROVALS Drawn by KG No.1 DATE BY REMARKS 2 PALM DESERT MIDDLE SCHOOL TITLE SHEET Sheet Number Checked 'by Y0 a RUHNAU • RUHNAU • CLARKE I'AR - a 200, Date 04-01-0'? o Architects • Planners 5751 Palmeroa��� 3775 Tent ,.3669 Reconstruction and Expansion _ TA Commission No. 1-Iq-80 0 76°14 � FAX: DESERT SANDS UNIFIED SCHOOL DISTRICT PtJBu���c� ui=�aaTnn>=NT FAX:760/931-8194 FAX:909/684 6276 CITY Gr+ �i ," �ESEIRT Of Sheets 0 q Z-0-7,(;;� Y BOA 4 I ! 3/4" f 11 4" I - - _ - I_ MATCeHL I NE 5EE SHEET L. I —5 A _ 3/4° affiffAME,1 ; t SERUM, MENEM I � I i I I i { MEN WE A f _ 13/4° i /4 4 1 = 4 3 I f \ 3 i I r » i I '� ' a 1 %\� '• �n ( 1° 3/4� I 13/4 3 4° 21 2" 21 2° \ 21 2° / � 1 I 1° 1" 1° 1 i I E3 44 ; I --; - -- —-- °- �. I f 3/4" I „ 4° ° I , i t � 1.5 „ i i I 1 E4 37 E5 73 I I I } / 3/4 -- n � 1 , I i 1 1/4 x I I 1 1 ,� ` I /,/11/4' A 3/4" r. , Y i I ' E6 15 ' x ,� _ ! 1 4� „ I 1. / r 11 �- — 1 �+ _ .`\ �l � 1 1= _s 11/2 li i I 4 I r I 43 i i ! i i I .t A f � I � � � // � 1 t: i� 5 � ° • I I A � 11 4 4 I 1 / ----- 2 --—�- LU ——————————— ' � �� i E 12 11 I! 3 4 —I i-I _ ' I „ A I HT REFER TO NOT E A ATRG 1 A I � /4 , ! .4 1 A 1:3" !!/f f V' 113 4 1/4 4" / E7 48 in 1� 1.5 { i -- ! --—�— —_�� I - - - i — I j I i - i A 1/410 1j t 121/2° t tl. --- I 11/4"I I I A I I 11/ ! E$ 23 3/4°_ 1 . NOTE A: i, �V CONTROLLER E SHALL BE A IRRITROL MC-18, PLUS B INSTALLED IN A STAINLESS STEEL it I' A ° ! i it ENCLOSURE(SEE LEGEND FOR TYPE) FINAL LOCATION OF CONTROLLER AND I II i 1 1 ! " „ „ PRIORTO COMMENCING WORK. WITH OWNER'S AUTHORIZED REPRESENTATIVE s ' ' 4° 3 4° 1 1 3/4 ; 0� F / ✓ / aDa 11 {! 3 4 NOTE: tt ' 0.138 MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18 OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. • 3" - 11/4° - NOTE: �r f ! I I CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY , - - -t^--"----- 11/2 OCCUR, INCLUDING oUT NOT LIMITED TO LIGHTC " VERTICAL OBSTRUCTIONS THAT MAY OCC CLUDI POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNERS AUTHORIZED -� 3 4 - REPRESENTATIVE PRIOR TO COMMENCING WORK. - - NZO -- --- - NOTE: DEL 0 R E BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, INCORPORATED _ f . .- -�`" ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREE i - - "!f AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT , I - IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. , --- Planning - - Landscape I �� __ : ==- — r Architecture 1775 Hancock Street -r---�-; 1 !E „ •t .,, .mil � I r I Suite 150 San Diego, CA 92110 (�, ' ^ ` 619.295.5115 -=--= -_- L ----------------r ----rt i- . ( ! Fax: 619.297.2354 - '- - - 04-042-01 i Jai KEYMAP NOT TO SCALE • 0 10 20 40 SCALE: 1"=20'-0" IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES Sweeney & Associates, Inc. F04-107243 Irrlpmtlon 5osian a" =onsultlna RECEIVED y4'Q E • rR��� AC�'FLS---SS_ 3S730 sky canyon Drive, Suft C = DATES[ (LIAR 0 2 2007 Mmbt% CA 02M s — Ph 951-481-8830 Fax. 951-48'4MM Crry pf� E-Holy: enW®a rAnl 4 G C �'UBLIG MNIlIlayaatOC. 0 1 t DSA APPROVAL PPR VA A � LS i Y . No. DATE BY REMARKS 2 LE SCHOOL IRRIGATION PLAN Sheet Number Drawn by DLI PALM DESERT MIDDLE SC AlRUHNAU RUHNAU CLARKE . Checked by BM Reconstruction and Expansion 7 Tooth tree I� 7 5751 Palmer Way,Su'de C 3775 e S , _ Architects PJ • Planners Carlsbad CA.920ON872 Riverside U.92501-3669 Date 02 08 Ob 760(438-5899 909/664-4664 Commission No. I•Iq-80 o DESERT SANDS UNIFIED SCHOOL DISTRICT FAX:760/931-8194 FAX:909(654-6276 --_._-__�_�.�_�_ Of Sheets c _ i \ 21/ 21 11/4" I „ r 1/2„ i ! i 1/2„ 1/4 21111 11 0+ 1/4 Li r 11/2• j E 11/4 „ I f 1 \ 4" i � I l X \ \ 3/4" 1 r 3/4" /40 1/2„ i I I $ l / t rl 1 3/4 1 r, f „ 3/4„ 1 I i i I I`—T (( ` i I rt 1'vIATC,HL I NE — SEE SHEET L I —4 " �-TLf r,. � s; N - , it ' ' i Ali i Ii) ! i I Y / / Li Uj ( !i i t F.DE 3 4" ' ' i " t i- 0.13813 v�, - - - r. NOTE: - / ; - ti=' - k� =- ' ; „ MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO _ -+ BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. '• NOTE: — j CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY C ' 4 /: r VERTICAL OBSTRUCTIONS THAT MAY OCCUR INCLUDING BUT NOT LIMITED TO LIGHT cr + ! / f POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED -----�--' // ! �- REPRESENTATIVE PRIOR TO COMMENCING WORK. D E L 0 R E N Z 0 NOTE: INCORPORATED i � {� _� �_ t ✓/ / / / BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES re ' _ 1 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT , Z IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. , 3 ,/ = ✓ Planning Landscape Architecture i 1775 Hancock Street i — � � 'I ��' I Suite 150 San Diego, CA 92110 1,1 _ ��/ ✓r ( — r \�- 1 I _ 619.295.5115 Fax: 619.297.2354 ` 'V e I A i L 3/4" �.-� I �J ii ( 1 r ._ - i jg@�g� 04-042-01 J t , KEYMAPj. 11/4 / f NOT To SCALE 3 4 /rSCALE . �L 4" F _ — E11 12 11/2" 0 10 20 40 ~ 1 a� ,•� E9 24 SCALE. 1" 20'-0" - 1.5" IDENTIFICATION STAMP DM. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES Sweeney & Associates, Inc. 04-IM243 Irrlastlon moslpn a• Consaililna o4'QE � AC---FLS---SS � RECEIVED 38730 Sky Canyon Drive, Suits C DATE 2007 __ - Murdeta, CA l25d3 ; : � � � t`�Q.h � z Ph M401-d630 Fax 9S1-41d1-d850 �g E-mdi: smaf®swssnsya Neft"m n z o c vf+F DE`P�` DSA APPROVAL APPROVALS Drown by DLI No. DATE BY REMARKS 2 PALM DESERT MIDDLE SCHOOL IRRIGATION PLA �m.. ��_„ ; Sheet Number Checked by &4 o r RUHNAU • RUHNAU • CLARKE � ,, _ -7 Reconstruction and Expansion ! 4 i LI-2 Date G2-08-Ob 5751 Palmer Way,Suite C 3775TenthStreet � Commission No. 1-19-80 0 C Architects • Planners Carlsbad,CA.920OM72 Riverside,CA.92501-3669 FAX:76 931- FAX:90 684 DESERT SANDS UNIFIED SCHOOL DISTRICT �T of Sheets Q FAX:760/931-8194 FAX:909/664-6276 MATCHLINE SEE SHEET LI -5 t*vlATCHL I NE SEE SHEET LI -6 1/2s 10 10 11/2' 2 6# L-6h ...... 11/2 EXISTING 6"MAINLINE 4f 0 KEEP OPERATIONAL DURING CONSTRUCTION. CONNECT TO O NEW MAINLINE IF NECESSARY DURING PHASED SYSTEM L---------------------------------------- ---------------------------------- INSTALLATION. F--------------------------------------------------- /2" 2v 11/2' --------- 21/2' r 60 2 21/2" NEW 6" MAINLINE. -( I I----- --i � 1/2 11/2" 2" 21/2' 54 54 C1 54 C2 80 C 3 REFER TO NOTE "A"AT RIGHT 2" 21/2' UA MAINLINE SERVING LINCOLN ELEMENTARY SCHOOL. —--—-- CONSTRUCTION. KEEP OPERATIONAL DURING MAKE CONNECTION TO NEW MAINLINE DOWNSTREAM OF BOOSTER PUMP. ------------ --------— 21/2' LU ------------------------------------ 11/2" 2" 2v 0- 3) A 21 Im I N7 _I ! i ;( - _ ! _ I I _ _. i j -, -` i r to 4 1 .1 3/4" 1 11/4 3 1 1 1 12k 2" is im 2 ------------------------------------------- E3 3/4 3/4" <1 F N4 if/E14 37 lop fin 7 3/4N 3/41 J, <1 A i J Miss 0 WINE v 3/4* 3 3/4 is L4 L---------- -------- 3/4" 1 3/4" Pq 3/4" FM F" P9 11/4- 11/4. 54 / C 18 70 53 40 / C 19 2" __j 3/4' 3/4" 11/4 E" IL 11/4 ------- 3/4 in x 3/4' 1 314" 11/4' 9 tw N0.11388 11 4- 4 E 1 49 J2-31-06 2" 3" L or ==n' i 4" 11/4 3/4" r---I 3/4' D E L 0 R E N Z 0 3/4 P INCORPORATED E 3/4" 11/4' 9 3/4" 21/2 is 58 Fell /[ 15 DI Planning wm=F* =saw- in Landscape ammaw MOM saw 11110010m, slow== 11=%= NUNN= J Architecture 314" 3/4" 3/411 z'N 1775 Hancock Street 11/4' ddd@ Suite 150 r-T-r—! U U U San Diego, CA 92110 I I imam- MEN= WANERMW W=W=1 womw, --�' 1 fflw�- nuffeW2 I N -� 619*295-5115 T. ' I i .bn— I . ............... Fag. 619-297-2354 ......... MAT(f.,,HL I N E SHEET rn ........... 44'in 04-042-01 L ..... . ... NOTE A: POINT OF CONNECTION SHALL BE DOWNSTREAM OF EXISTING BOOSTER PUMP. VERIFY J THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING KEYMAP WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE NOT TO SCALE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE 1 0 CONTRACTOR. -31-05 0 10 20 40 STATIC WATER PRESSURE 95 PSI DESIGN WATER PRESSURE 65 PSI I MAXIMUM SYSTEM DEMAND 400 GPM RESIDUAL WATER PRESSURE 30 PSI SCALE. 1 2 0'-0 NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. IDENTIFICATION STAMP NOTE: DN. OF THE STATE ARCHITECT CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY OFFICE OF REGULATION SERVICES VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNERS AUTHORIZED Sweeney & Associates, Inc. 04-10124.3 REPRESENTATIVE PRIOR TO COMMENCING WORK. 1rr1=mt1c3�n CNomllan �& C--cwnmu1t1n= RECEIVED AC—I!LFLS---SS_ NOTE: U730 My Canyon Drk% Suite C DATEIFIB zoui BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, Muniats, CA 92563 ---- MAR 0 2 2007 ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES Ph. 951-4014M Fax 9514614M E-md: 08wowayseemem &J, -to AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT %UWASW IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. DSA APPROVAL APPROVALS D E SCHOOL IRRIGATION PLAN beet Number DESERT MIDDLE Drawn by PLI No. DATE BY REMARKS r' RUHNAU RUHNAU CLARKE PALM DE Checked by BM Reconstruction and Expansion U-3 5751 Palmer Way,Suite C 3775 Tenth Street PUBLiG C.-PART-N ENT C T Architects - Planners Carlsbad,CA.92008.8872 Riverside,Ck 92501-3669 f Date 02-06-Ob 760/438-5899 909/511&0" C Commission No. 1-141-60 A FAX:760 931-8194 FAX:909 6844276 DESERT SANDS UNIFIED SCHOOL DISTRICT Sheets �4ZC4 2" C- E" MATGHL 1 NE — SEE SHEET L I —7 i n » 1 a » II I 5m t mosim a 2 n ! g I 21 t i Y 11/2" I i r 1 I. _ �m 3 - - F " 21/2 " 11 2 ?` 1 2 _ 21/ 1ONi _ 2 11/2" i ?1 2 2 11/2" ( /1 Uj N N N r t A ( � 1 /�' ,3" I f I 1E -' -- -- - - -88-'- __fiZ 80 v C5 80 80 " �— 2n 2» 2 2 2 2 ( f i 11 2" " 11/2" 2 i � �s■ 2" 21/2" 21/2" 1 _ _.__ �._._.1ii_.V 1 J � � � _ _ __ _ ___ __-_._ __._. __. �1/2" 11/2» 21/2" L 4" i 21 t �11/2" 3 4 1 1 11/4" 11/ 2" 21 2 Y I _ ` 2 r I -' --- 11 2 �, » _, » » n " 11 2 11/2 11/2 / 111/2', t 11/2 �4 _� - 2" M M M i+� 11 4" 21 2" 2" ' I - -- i N 5 - ` 5 ! I 11/2 f � a II 3/4" 11/4• 11 4" 1 3/4" _ 1" . 21/2' 4" ` - 2" E 1 » _ _ 1" » » 11 2" dalldb,L 3/4 ' pq REFER TO NOTE "A"AT RIGHT 3 4» " i l 4" / 11/4" �\ Bosom mon " " 11 11/4 11/4" 2 a /4 1/2 V y 11 4" 11 4" 3 4" r _.. u= 111 " /4" �, 11/4• I \ l A` r' 1 i i I f / 11 4" " -r End __[it �� 3/4"� " � 34 _� r \ 21 �I I 114 7 t f— / "` III . ,�-�-�--,- _ I ' SRI MATCHL. I NE — SEE SHEET L I —2 >> /715\ 3 /'C14\ 12 C 13 46 C 12 27 C 11 54 NOTE A: ii ( CONTROLLER"C"SHALL BE A IRRITROL MC-24, PLUS-B INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE) FINAL LOCATION OF CONTROLLER AND ODBGAI°l� I 1 { ! ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. V? . No.138e � NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO �2-s�-os I BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. r `' 111 j NOTE: OF� T ALL HEADS AS REQUIRED TO ACCOMODATE ANY Y , CONTRACTOR SHALL ADJUST L F' B NOT LIMITED TO LIGHT DIN BUT THAT MAY OCCUR INCLUDING VERTICAL OBSTRUCTIONS- � VE , i POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED D E L E REPRESENTATIVE PRIOR TO COMMENCING WORK. INCORPORATED Uj , t 1 1 F 1 \ ( I NOTE: , BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Planning Uj Landscape Architecture 1775 Hancock Street Suite 150 San Diego, CA 92110 9.2 5.5 15 - F 619 29 1 354 -- 6 9 i If t_ I y 04 042 01 �$ »t at .- t :. KEYMAP P NOT TO SCALE r 0 0 10 20 40 to SCALE: 1"=20'-O" IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES Sweeney & Associates, Inc. 04-101243LIrr1==tlon aoslpn Ak ConsuitlnM fECEIVED AC F SS G 86790 , caayat Drhs, swt. C = = — 200 MAR 0 2 2007 RW"I ta, CA 92563 DATE----______ Ph. 951-"1-8830 Fax 951-481-9850 E-MI& aalal-- 1'&G t .10 P DSA APPROVAL APPROVALS Drawn b 1.1 Na. DATE BY REMARKS � 2 PALM DESERT MIDDLE SCHOOL IRRIGATION PLAN -- -� y D Sheet Number o r RUHNAU • RUHNAU • CLARKE � Checked by SM o Reconstruction and Expansion « - LIN-4 5751 Palmer Way,Suite C 3775 Tenth Street J Date 02-06-06 C 760/Architects - Planners Carlsbad, li"ride,CA.92501-3669 Commission No. 1-141-60 FAY, 931- FAX-90 684 DESERT SANDS UNIFIED SCHOOL DISTRICT PAX 738-589-Si94 909:909/664 76 �a;,rtT�,�FNT Of Sheets . . . . . . . . . . . . . . . MAONESIAA _ i _--- - - -----w___----�_------------------------------ --_- ---- ---__ ____.- ----------_-------_--__------------__..----_-_----_----------------- - --- ______ 3/4" 3 4 1 1 4 1" 3 4" } h { 3 4 1 a - i s l 11 4"1»� /4a 11 4":: _ 11 4" 3 4" " o 11 " 1 3 ° . 3 4" - - 3 4" " 11 4" - 11/4p- 11/4" " 3 4" 11/2" r L , . 114 40 0010 3 4' _ _ - _ _ _3 4" " » » 3 4» 3/4» 1» 3/4» 11/2° ! ' I 21/2" 1 » 11 4° 1 _ 11 4" 2 2 » I ; / � 2 lip" � 11 4 / 11/4 21/2' I { Y I11/4' 1 .. ! " ;. i ! , ! 1 2 I 21/2" I i 1T 34 t i / 3/4' ' } 1 21/. 4 2 j 11 4 11 / " 2 2 , i E A I I " " , 4 i • 1 � 1 1 » } " Uj } I 1 2 ' i 11 4 / '' `` 11/4" 11/2" Uj } t1 11 4" 1 " 11 4" f 1Uj0 11/4" ! 2 2" I I f � � I � 211 NOTE A: i 11 4" 11/4° " I } ` ' V CONTROLLER "A" SHALL BE A IRRITROL MC-24, PLUS-B INSTALLED IN A STAINLESS STEEL w / 11/2" 15 ENCLOSURE (SEE LEGEND FOR TYPE) FINAL LOCATION OF CONTROLLER AND 2" ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE 1 2" PRIOR TO COMMENCING WORK. , NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO 2 - — BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 11/4" 2" 2" 2" A NOTE: j 1E CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR INCLUDING BUT NOT LIMITED TO LIGHT 21/2" 1/2" POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED t 1/2" 3" REPRESENTATIVE PRIOR TO COMMENCING WORK. I NOTE: 21/2" BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, a ! ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT 11 4" 2" 1 4" IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 11/4" 11/4" 8oAll 2761 51 Al so 3 1.5" 2 \ILI " 2" 1.5" , 2 , 21/2" 1 2° f ! t I 2" " 21/2,� i ! 0.1388 Y 1/4 11 4" " ! 2" 2" 11 4" k " 11/2' 1 1 _ _ � j 11/2 21/2" 1i 2 2 2 1 4 _ 11 4 1 1" -- - 3/4" " i12-31-06 \ 3/4a 21/2' 3 3 3 3 3 i 3" 2 3"s � r ` a »21/2" ———-- —— —————— —----—— 1 21 2" 21 2" 21/2 1 2 _ 3 34llkymkL Ask » 4" " 12" / 3 /11 4 l rill4 ° 1/2" I ,n g D E L 0 R E N Z 0 " " l 3/4 4 3s INCORPORATED 21 2 i I 1 1 r a " 11/4"'� �- — 3/4 1 1 e , 1. 3/4" " _ 1 F " 3/4 REFER TO NOTE "AT RIGHT » 11 " ' Planning 2 ----- ---------- Landscape 57 Al � 61 Ag o A3 5s A4 3 A5 A6 57 A7 27 A8 5 A9 A10 s1 ! 11 4 1 1 11/2" 2" 2" ` 1.5" 2" 1" / - - — -- 2" 15" 2" 15" 2" 4" _ 1 - - ,/ : 1775 Hancock Street 34 1 14 � �=��'' ` Suite 150 San Diego, CA 92110 " 11/4° � 619.295.5115 - �_ _ j 3 4 Fax: 619.297.2354 � , r 04-042-01 i F f KEYMAP I `� I NOT TO SCALE I iHiHHI$ItN I t }RlrHl19 ar MATGHL I NE - SEE SHEET L I -5 0 10 20 40 f SCALE. 1"--20'-0" IDENTIFICATION STAMP DN. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES Sweeney & Associates, Inc. 04-101243 Irrlpmtlon 01oa�lpn 4k Conaultina y4'Q6 • tRRc Ar% ITS---SS— RECEIVED 587= Skit Canyon � &ft C '� DATE���`$� kWrft* CA UM PL OM-011-01M Fax. ss,-�,I-W50 • MAR 0 2 2007 E-maN: enW�awasnsyasaoc com 'o o t o� ITy DSA APPROVAL APPROVALS Drown b , No. DATE BY REMARKS 2 PALM DESERT MIDDLE SCHOOL IRRIGATION PLAN z Sheet Number ��--s a ��—gig Iwo$ Abu.,! y DL ARKE ��__ o � RU H NAU RU H NAU C L U-5 Checked by BM �n to -1I p 5751 Palmer Wa SuiteC 3775 Tenth Street R�����t���ti�'" �'"�d Expansion f Date OZ-OB-0 Architects Planners Carlsbad,CA.92OM8872 Niverside,M.92501-3669 mis ion No. 1-141-60 0 DESERT SANDS UNIFIED SCHOOL DISTRICT I Commission S 760/438-5899 909/684-064 FAX:760/931-8194 FAX:909/684-6276 �f Sheets I M A 5-NES ! A F---A 1-- -L D fR t V 11/2- 3/4- 1 3/4 l ;` _ 11/2' 21/2" 1 n 3/4" f 2" ; r t _ p 21/2" 21/2 - - _ 11/2p 11/2 r ` 1/4" 11/4" I !l 2 " I {>* '1 I I 3p - -- , f i 1 \ Af— 11/2 — � I 11 2" 21 2" 2" 11 2" 5 5 ` 3/4" 34" 3/4p t i / i N 3/4 LU I-I--� I --__----___ _ LU I I 3/4" I !` p n � f � 1 11/2 1 11/4p 1" 11/4" i � 111 s i LLI Uj LU is l t J t 5 t 11 2" 5, 1/2" 11/4 1 1 11/2" B8 80 11/2 } 11 2" �t NOTE A: l n 11/4"`, <f \', ' CONTROLLER"B" SHALL BE A IRRITROL MC-18, PLUS-B INSTALLED 1N A STAINLESS STEEL LU MI JL 2 ENCLOSURE (SEE LEGEND FOR TYPE) FINAL LOCATION OF CONTROLLER AND I 67 B7 B9 80 " ` �, 7- ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE " 11/2" 11/2 %% �\\ PRIOR TO COMMENCING WORK. —� 80 21/2" 210 1/4" \ �; �` ;°� NOTE: B6 B10 so `` I " f _ _ _ --- ! ` " '.`; 1 MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO 2 N 11/2 \ l 1 BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. I� 2 V 80 B5 � 611 - 81 3/4 t ° \ r v NOTE: N CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY 2 2° I 11/ / �` l I\ ' `� '� VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT 11/2" 11/2 5 \ \ " POLES FIRE HYDRANTS ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED 80 B4 t 5 B12 80 11/2' 5 12 ;` r �. \� ;` \� `\ ��, ,,L REPRESENTATIVE PRIOR TO COMMENCING WORK. " j A 173:� A 1t� l r 3/4 ' tl 21/2" NOTE: 54 $3 OB 27 21 2p 11/4 r �. 1 v BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR C:_-".-ZITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES / 2" \, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT s 2"< B2 tlp " 1/4"49 2° j \� `\ IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. „ 1/2" 11/2" 11/2' I / i \ 615 81 p \" 1.5 " f \ 2 i i I \ DSCv�p w F n !n p p , I : \ 21 2 12 i 2 3 � \ p � ODE i' t 11/2n 11/2- 5 3 I 11/2" \ j 3" ? " p N0.1388 t/ 1 a " 3 j " '`J 3 \. 'i Olt: TF 21/2° . \ 3 4 3/4 ' " `� ------ _ _ _-..- - __- -- _ _- __ _ _ _ - - ___ _ _ - D E L 0 R E N Z 0 21 2 p ( p i n p I n ^i 11/2 2 21/2 1/2 ;2 INCORPORATED 4w1 " I Planning 21 2 3/4" ' Landscape 21 2 / ° / " " 4 1 2 21 2 1 2 -/ ° ! 1`I,. f r Arebitecture 11 2" " - /" / 21/2 1775 Street 4" - — , ------------------------------------ ------------------------- -------- ------------------------------------------------ 11/2' jF A �` 2 - 21 2 Hancock I I - �.�i Suite 150 San Diego, CA 92110 „ „ � I tl �` �' ----- �,��:: �-�---•--------r ----� r- 619.295.5115 i r , EFER T NOTE A AT RIGH } - t Fax: 619.297.2354 , R 04-042-01 21 2 1 ue ( I KEYMAP NOT TO SCALE 1 k1f1lH4l . ' I r I + i ----------- ---------- ------ - --- --- - - 2" I 11/2" " own amomm 1� T INN — SEE SHEET L1 -5 � � L 0 10 20 �► to-at-05 40 SCALE. 1"=20'-0" IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES Sweeney & Associates, Inc. 04-10'124.3 lrrlpatlon Momlpn Qs Gon�ultlnp h`'�E • t R�'; AC---FLS---SS Rece1 VED MutrW CA 92M3 Sdb C o DATE-E = 'J MAR 0 2 2007 I t` 95'1-Ul-SM FaL 951-�1914950 - E-M& cam 7 0 o t t o DSA APPROVAL APPROVALS REMARKS 2 r -- Sheet Number DATE BY No. DA PLAN IRRIGATION Drawn byDLl PALM DESERT MIDDLE SCHOOL ; ,J .n , Checked b o r RUHNAU RUHNAU CLARKE i y Reconstruction and Expansion LI-6 • 5751 Palmer Way,Suite C 3775 Tenth Street _ . _ — Dote oz-o8-ob C Architects Planners Carlsbad, Riverside,09/64-4664 5a,�669 DESERT SANDS UNIFIED SCHOOL DISTRICT �7 760/438-5899 909/684-4654 �' � '�� '' �' Jl L Of Sheets Commission No. 1-lq-$O FAX:760/931-8194 FAX-9091684-6276 ,•.- ��t v( . . . . . . . . . . . . . . 1 I i i 4 { I ' _ I { i 7s 10 3 11 8 31 D7 s2 D6 D5 4s D4 55 D3 2 ao D1 so I, 1 i f r , I n n 2 n n n .__. 2 2 2 I f � � 1.5 2 # ;' 1 1 1.5 2 � i+ r / f / f ' i iI RIGHTREFER TO NOTE li t } 11 2 t u i I— i i I i I i ----_ —` __— — ---'— n . 1 { 1/2" ii 11 2 21 2 1/2n 2" 2" 11/2 N N N ; l ? " 1 2 I " I ! 11/2' 11/2" 11/2 " ; I n n __ ___.. __.._.___ 21 2' 21 2 21/2 I n » " n " 2" — i 5 ---2 - - --H 2• -- ---- - - - -1 t 21/2" t " 21 2" _ —- _ # LLJ , 21 2 " 21/2" i t i 1 LU 11 2 " 21 2 11 2" 5 1 t 21/2 I ' �. I q E 67 D 11 67 D 12 67 D 13 67 D 14 167 D 15 D 16 s7 /D17\ so D 18 s7 D 19 s7 D20 ` s7 r i " n n n fj it 2n 2n 3 21/2 j 21/2„ V0111/2" 2" " � 11 2" 5 1 i Ei 1 it i iN l 11/2" , 30 i If i 11 2" 2" 21 2 21 2 11 2 1 I i NOTE A: - °>1: CONTROLLER"D" SHALL BE A IRRITROL, MC-24, PLUS B INSTALLED IN A STAINLESS qe STEEL ENCLOSURE (SEE LEGEND FOR TYPE) FINAL LOCATION OF CONTROLLER AND gD! y� ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE a13ee , ' o PRIOR TO COMMENCING WORK. O -� n >`� 1 i jl n n " tN " N--7?I n _• / � 4 , "' . NOTE: 11 2 i l I MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO I MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. BE A MI UM n n NOTE: 3 1 ' i CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY `' ---_--_ - VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT DEL 0 R E N Z 0 " \o �_. POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED �. .._-- �__ -, t1/2 ,. " \ 5 1 I INCORPORATED REPRESENTATIVE PRIOR TO COMMENCING WORK. 2 _ -= 2 11 2 1, -11/2 '� ` ( I( NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, n ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES _ AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT 11 2" " ( \ " IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Planning i / t :\ i 21/2 I # j 21/2 { Landscape 1775 Hancock Street 2" 11/2' 2" 11/2" I i 11 2" 11 2" - S i I :# �' �'� �` ; _ '' Suite 150 �l " v i p. A 11/2 '4 I j � ! ' , San Diego, CA 92110 �, �'��;---�- g �; , �:- � .>� 819.295.5115 t \ --=----- - ----- — �; � .� �-- " Fax: 819.297.2354 — — / 04-042-01 1 e r� ri � I � � • KEYMAP — �� NOT TO SCALE �, 11/2 5wan! Y 1 1 I ', I ': C, SHEET I I • MMI MATGHL I NE SEE ✓T IEET L 0 10 20 40 �A �o-ai-� R %910 SCALE: 1"--20'-0" IDENTIFICATION STAMP DN. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES Sweeney & Associates, Inc. 04-10'1243 irripantlon n4weelson Ak Conmatltlnel ^� 6 • 1* v �,` Q V 9 CA AC___FLSM_SS4y- 38730 F Sky Canlron DrW% Sups C = '� DA Murrieta, CA 62583 ? Ec --- Ph. 951461-6880 Fax 9514814M '� p� 2Q(�J E-mdl: anal®swsens�►aseoaeom DSA APPROVAL APPROVALS T BY REMARKS 2 PALM DESERT MIDDLE SCHOOL IRRIGATION PLAN _ Sheet Number Drawn by DL! No. DATE r RUHNAU RUHNAU CLARKE Reconstruction and Expansion U-7 Checked by BM a 5751 Palmer Way,Suite C 3775 Tenth Street Date 02-06-06T0 Architects • Planners Carlsbad,CA.9200E-6872 Riverside,CA.92501-3669 FAX:76 931- 909 FAX:90 684 DESERT SANDS UNIFIED SCHOOL DISTRICT Commission No. 1-14-60 0 FAX:760/931-8194 FAX:909/664-6276 S _ � � 0f Sheets IRRIGATION MATERIAL LEGEND IRRIGATION NOTES SYMBOL Q T H F MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF Controller: A IRRIGATION CONTROLLER RUN TIMES THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR L .0L i RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-Q/T/H NOZZLES .10, .13, .20 30 5 FT D/LI-9 PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. Days Per Week: 6 11.59 (HOURS) (HOURS) 0 0 � • RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD WJ RAIN BIRD 8-�Q/T/H/F NOZZLES Turf Grass: .26, .35, .52, 1.58 30 8 FT D/LI-9 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE W IN THESE PLANS ARE - F NOZZLES .39, .52, .79, 1.57 30 10 FT D/LI-9 Spray Heads 11.59 0.80 1.74 0.75 0.28 4 1.11 COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN S p p RAIN BIRD 1806-SAM PRS POP-UP TURF HEAD W/RAIN BIRD 10-QfT/H/ Stream Rotor Heads 11.59 0.80 0.50 0.80 0.90 2 1.80 APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED 7005#10 Large Quarter Rotor Heads 11.59 0.80 1.96 0.80 0.23 2 0.46 TO THE OWNER'S REPRESENTATIVE. p El El + RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 12-Q/T/H/F NOZZLES 65, .87, 1.3, 2.6 30 12 FT D/LI-9 7005#10 Large Half Rotor Heads 11.59 0.80 0.98 0.80 0.46 4 1.84 7005#10 Large Full Rotor Heads 11.59 0.80 0.49 0.80 0.92 4 3.68 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/RAIN BIRD 15-Q/T/H/F NOZZLES .93, 1.23, 1.85, 3.70 30 15 FT D/LI-9 7005#15 Large Quarter Rotor Heads 11.59 0.80 2.08 0.60 0.22 1 0.22 7005#15 Large Half Rotor Heads 11.59 0.80 1.04 0.80 0.43 2 0.87 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN 8 0 RAIN BIRD 1806-SAM-PRS-15-EST/15-SST POP-UP TURF HEAD 61, 1.21 30 4X15 FT D/LI-9 4X30 FT 7005#15 Large Full Rotor Heads 11.59 0.80 0.52 0.80 0.87 1 0.87 BEFORE BEGINNING WORK. CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 20 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO RAIN BIRD R DEEP WELL BUBBLER HEAD, EACH SYMBOL 25 30 3 FT H1LI-9 TOTAL RUN TIME IN HOURS: 10.84 BE INSTALLED WITHIN PLANTING AREAS. RE RAIN PRESPRES ENNTT S ONE BUBBLER PER SHRUB IN D.G. 50(1.0) 30 N/A H/LI-9 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN 0 RAIN BIRD BUBBLER DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO B THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. BUBBLER PER TREE IN D.G. Controller: B IRRIGATION CONTROLLER RUN TIMES ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED ® HUNTER I-20-6P-ADS/36S W/ NOZZLES 1.0J1.5/3.0 POP-UP TURF ROTOR HEAD 1.0, 1.4, 2.4 40 25 FT F/LI-9 Days Per Week: 6 11.59 (HOURS) (HOURS) NECESSARY BY THE OWNER. Turf Grass: � ® 0 HUNTER 1-20-6P-ADS/36S W/NOZZLES 1.0/2.0/4.0 POP-UP TURF ROTOR HEAD 1.0, 1.8, 3.7 40 30 FT F1LI-9 1.74 0.75 0.28 3 0.83 7 INSTALL ALL EQUIPMENT AS SHOWN iN THE DETAILS AND SPECIFICATIONS. CONTRACTOR RAC T OR SHALL BE - 11.59 0 80 FT F/LI 9 Spray Heads STATE REQUIREMENTS FOR BOTH EQUIPMENT AND 1.4 2.4 4.9 40 35 CITY, COUNTY AND T Q p Y RESPONSIBLE TO COMPLY WITH LOCAL C OU • HUNTER I-20-6P-ADS136S W/ NOZZLES 1.5/3.0/6.0 POP-UP TURF ROTOR HEAD , St ream Rotor Heads 11.59 0.80 0.50 0.80 0.90 2 1.80 A a ❑ Large uarter Rotor Heads 11.59 0.80 2.08 0.80 0.22 3 0.65 INSTALLATION. 7005#15Quarter 40 40 FT F/LI-9 HUNTER 1-20-6P-ADS/36S W/ NOZZLES 2.0/3.5/8.0 POP-UP TURF ROTOR HEAD 1.8, 3.0, 6.0 7005#15 Large Half Rotor Heads 11.59 0.80 1.04 0.80 0.43 4 1.73 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO © Q � U . 7 3 2.60 1 1.59 0.80 0.52 0.80 0 8 OWNER'S AUTHORIZED REPRESENTATIVE. 7005#15 Large Full Rotor Heads BE DETERMINED IN THE FIELD BY THE 0 QO HUNTER I-25-ARS/3RS W/NOZZLE 10 POP-UP TURF ROTOR HEAD 10.1 50 51 FT F/LI-9 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 15 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TOTAL RUN TIME IN HOURS: 7.62 TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 1Q HUNTER 1-25-ARS/3RS W/NOZZLE 15 POP-UP TURF ROTOR HEAD 13.4 50 56 FT F/LI-9 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE ® EXISTING BARRETT IRRIGATION BOOSTER PUMP LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH.40 SLEEVE THE SIZE REQUIRED TO Controller: C IRRIGATION CONTROLLER RUN TIMES EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING ® CDS JOHN BLUE E-Z CHEM PUMP, MODEL XX890 PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RU N N TIME QUANTITY RUNT TI ME DETAILS. SLEEVES TO EXTEND AT LEAST 12„PAST THE EDGE OF THE PAVING. - PLATE 3"-6"TO MATCH MAINLINE SIZE E/LI-9 Days Per Week: 6 11.59 (HOURS) (HOURS) ©o4 MATCO B-4 BUTTERFLY VALVE WITH B4-LTCH LATCH NUT AND B4 IND INDEX , Shrub and Ground Covers: 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE + WILKINS 850 SRS FOR USE ON ALL VALVE MANIFOLDS, 3"SIZE D/LI-8 Bubbler Heads 11.59 0.40 3.00 0.90 0.07 1 0.07 9. a POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18"OF HARDSCAPE. Q RAIN BIRD 44NP (1")QUICK COUPLER VALVE, INSTALL WITHIN 10"ROUND VALVE BOX A/LI-8 Turf Grass: Spray Heads 11.59 0.80 1.74 0.75 0.28 2 0.55 Stream Rotor Heads 11.59 0.80 0.50 0.80 0.90 1 0.90 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE RAIN BIRD PEB-PRS-D (1", 11/2" OR 2")SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN C& I/LI-9 7005#15 Large Quarter Rotor Heads 11.59 0.80 2.08 0.80 0.22 2 0.43 ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT 7005#15 Large Half Rotor Heads 11.59 0.80 1.04 0.80 0.43 4 1.73 LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING 7005#15 Large Full Rotor Heads 11.59 0.80 0.52 0.80 0.87 8 6•93 SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES ® RAIN BIRD 300 BPES-NP-HAN MASTER VALVE-WIRED TO ADJACENT CONTROLLER Trees: WITH ADJUSTABLE ARC UNITS. Bubbler Heads 11.59 0.80 3.00 0.90 0.13 1 0.13 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED © IRRITROL MC-XX PLUS-B, CONTROLLER( SIZE PER PLAN) INSTALLED WITHIN A STAINLESS STEEL ENCLOSURE(SEE BELOW FOR TYPE) INSIDE VALVE ENCLOSURE G/LI-9 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 19 EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER TOTAL RUN TIME IN HOURS FOR DRIP&BUBBLERS ONLY: 0.20 GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER : NO SYMBOL V.I.T. SB-18SS STRONGBOX STAINLESS STEEL PEDESTAL CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY G/LI-9 TOTAL RUN TIME IN HOURS ALL SPRAY ZONES 10.56 SPECIFICATIONS. TOTAL RUN TIME IN HOURS: 10.76 ® N/A 120 VOLT ELECTRICAL POWER FOR CONTROLLERS AND FERTILIZER INJECTOR, PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD N/A AS APPROVED PURPLE RECLAIMED WATER PVC PIPE 3/4" -4"SCH.40 AS LATERAL LINES 12"BELOW GRADE A/LI-9 Controller: D IRRIGATION CONTROLLER RUN TIMES WATER PRESSURE CALCULATIONS PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IL RUN TIME QUANTITY RUN TIME WATER METER NUMBER 1 [WATER METER SIZE N/A _________.- AS APPROVED PURPLE RECLAIMED WATER PVC PIPE 3" -6" CL. 200 BELL AND GASKET AS MAINLINES 24"BELOW GRADE A/LI-9 e Days Per Week: 6 11.59 (HOURS) (HOURS) HYDRAULIC GRADE LINE FT - [WATER METER ELEVATION FT FT - STATIC PRESSURE(PSI) 95 ------------ ELEVATION DIFFERENCE Shrub and Ground Covers: ____________ AS APPROVED PURPLE RECLAIMED WATER PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE B/LI-9 Bubbler Heads 11.59 0.40 3.00 0.90 0.07 1 0.07 REMOTE CONTROL VALVE# D1 REMOTE CONTROL VALVE SIZE 2" BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY DISTRICT'S AUTHORIZED REPRESENTATIVE DUE TO COMPLEXITY R.C.V. DEMAND GPM 80 OTAL DEMAND GPM 400 OF LATERAL LINE ROUTING, NOT ALL SLEEVING SHOW FOR CLARITY PURPOSES Turf Grass: HIGHEST HEAD SERVED FT) ISTATIC PRESSURE AT HIGHEST HEAD 0 1.74 0.75 0.28 3 0.83 SIZE ESCRIPTION FLOW PSI LOSS NO SYMBOL APPROVED #14UF AWG DIRECT BURIAL(U.L. APPROVED) LOW VOLTAGE IRRIGATION CONTROL PILOT WIRE, ONE PER RCV, #12UF AWG DIRECT BURIAL (U.L.APPROVED)LOW Spray Heads 11.59 0.80 Stream Rotor Heads 11.59 0.80 1.74 0.75 0.28 2 1.8 N/A ERVICE LINE 50 FT OF TYPE K COPPER 400 1 0.0 PSI VOLTAGE IRRIGATION CONTROL COMMON WIRE, RUN TWO SPARE PILOT WIRES TO THE ENDS OF EACH MAINLINE, ROUTE UP AND INTO SPARE BOX 7005#15 Large Quarter Rotor Heads 11.59 0.80 2.08 0.80 0.22 2 0.43 N/A ATER METER(TURBINE TYPE) 400 0.0 PSI 7005#15 Large Half Rotor Heads 11.59 0.80 1.04 0.80 0.43 5 2.17 N/A ACKFLOW PREVENTER(R/P TYPE) 400 0.0 PSI NO SYMBOL 3M DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS C/1-I-8 7005#15 Large Full Rotor Heads 11.59 0.80 0.52 0.80 0.87 6 5•20 N/A FILTRATION (WYE FILTER) 400 0.0 PSI N/A RESSURE REGULATOR WILKINS 500HLR _ 400 0.0 PSI NO SYMBOL AS APPROVED ALL SLIP PVC FITTINGS SHALL BE SCHEDULE 40 PVC TYPE NIA Trees: N/A BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 400 61 0.0 PSI Bubbler Heads 11.59 0.80 3.00 0.90 0.13 1 0.13 N/A ASTER CONTROL VALVE 80 0.0 PSI NO SYMBOL AS APPROVED ALL THREADED PVC FITTINGS AND NIPPLES SHALL BE SCHEDULE 80 PVC TYPE N/A CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 20 N/A LOW SENSOR 80 81 0.0 SI TOTAL RUN TIME IN HOURS FOR DRIP&BUBBLERS ONLY: 0.20 3"-6" ISOLATION VALVES BUTTERFLY TYPE 80 gi 1.0 PSI NO SYMBOL LEEMCO ALL FITTINGS USED WITH BELL AND GASKET PIPE SHALL BE LEEMCO"DEEP BELL"DUCTILE IRON FITTINGS. USE LEEMCO B/LI-8 TOTAL RUN TIME IN HOURS ALL SPRAY ZONES: 10.43 4" 70 FEET OF MAINLINE: CL.200 PVC 80 A 1.0 PSI JOINT RESTRAINTS ON ALL DIRECTIONAL CHANGES AND ON COUPLINGS WITHIN 50 FEET OF DIRECTIONAL CHANGE. USE TOTAL RUN TIME IN HOURS: 10.63 6" 110 FEET OF MAINLINE: CL.200 PVC 160 ill 0.1 PSI JOINT RESTRAINTS ON ALL EQUIPMENT INSTALLED ON RING TITE PIPE. 6" 10 FEET OF MAINLINE:CL.200 PVC 240 121 0.9 PSI 6" 0 FEET OF MAINLINE: CL.200 PVC 320 131 0.1 PSI NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS 6 30 FEET OF MAINLINE: CL. 200 PVC 400 14 1.5 PSI Co ntroller:: E IRRIGATION CONTROLLER RUN TIMES 4"-6 0-90 DEGREE ELBOWS 80-400 1 1.9 PSI NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, G PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME 2" EMOTE CONTROL VALVE 80 lei 3.1 PSI WHEN RCV IS HIGHER THAN THE SPRINKLERS Days Per Week: 6 11.59 (HOURS) (HOURS) 10% LATERAL LINE LOSS N/A 171 5.0 PSI Shrub and Ground Covers: 20% ITTING LOSS IN ADDITION TO ELBOWS SHOWN N/A 14 0.2 PSI Bubbler Heads 11.59 0.40 3.00 0.90 0.07 3 0.20 0 LEVATION CHANGE P.O.C.TO HIGHEST HEAD NIA 1 0.0 PSI ALVE NUMBER OTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU#16 2 14.8 PSI A20 20 G.P.M. 4 l Turf Grass: PRESSURE REQUIRED AT HEAD 21 50.0 PSI 1.5' 3 Spray Heads 11.59 0.80 1.74 0.75 0.28 7 1.93 OTAL PRESSURE REQUIRED SUM OF#17 AND#18 2 64.8 PSI O � w Stream Rotor Heads 11.59 0.80 0.50 0.80 0.90 4 3.61 STATIC WATER PRESSURE FROM ABOVE 2 95.0 SI VALVE SIZE _ _ J F RESIDUAL PRESSURE (SUBTRACT#20 FROM#21 2 30.2 [PSI _ - _ _ _ _ - _ - _ -� a.lsae Trees: SET PRV OR MCV AT #20 PLUS 10 PSI 21 N/A IPSI (i -)I 1=1 (=1 1=1 1=1 1=1 I(=1 1=1 I ,�I z Bubbler Heads 11.59 0.80 3.00 0.90 0.13 2 0.27 PRESSURE BOOST, IF REQUIRED ED SET TO ACHIEVE 30 PSI RESIDUAL 2 N/A PSI I I.,,-,)I I-III-I i I-III III-I(I-1 I I-I 1-) CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 16 -� -� -� TOTAL RUN TIME IN HOURS FOR DRIP&BUBBLERS ONLY: 0.47 �2-a1-ors TOTAL RUN TIME IN HOURS ALL SPRAY ZONES: 5.54 O � 0 0 TOTAL RUN TIME IN HOURS: 6.01 LOIN VOLTAGE N I RE5, 5 MAXIMUM DELORENZO NIRE5 PASS THROUGH OROOVE5 IN INCORPORATED TUBE LID TO ALLON LID TO OL05E CLOSE TUBE LID AFTER N I RE a ° IRRIGATION MAINLINE, BELL AND GA5KET TYPE PIPE, SEE LEGEND IS I Nr5ERTE-D INTO TUBE 1 FOR SPECIFICATION. GOUPL I NO 5HOWN OI MIN. 10" PIA. ROUND PLA5T I C, © PVC PRE55URE MAINLINE Planning POLY TUBE PRE-FILLED N I TH LEEMGO VALVE BOX N/ BOLT-DONN PIPE. Landscape l0 6" D I A. ROUND PURPLE DUCT)LE IRON NATERPROOF O EL COVER. USE PURPLE LID. O 4" MIN. PEA O RAVEL. Architecture PLASTIC VALVE BOX WITH PUSH-ON F 1 TTI NO BOLT-DOWN COVER. (TEE CIO ELL OR 45 ELL) LOCK TABS PREVENT HIRE REMOVAL ® I " IN LANK/GRAVEL AREAS. ® 2" X 4 " BRICK OR CONCRETE 1775 Hancock Street ' ONCE CONNECTOR 15 IN5ERTED BRASS BALL O VALVE. BLOGKINO. suite 150 2 Ill I N GRAVEL AREA. LEEMCO LH-5ERIE5 JOINT RESTRAINT 5GOTGHLOK ELECTRICAL 5PR I NO ® SCHEDULE 8O PVG UNION. ® DEPTH-5EE TRENCH I NO DETAIL. San Diego, CA 92110 l Q G2UIGK COUPLER VALVE .......: � CONNECTOR. HIRES SHALL �� � PAC SCH. 40, 45 ELL (TYP.) 619•295.5115 W/ LOGKINO COVER, "` " <"' "- PIPE INTO FITTING O Oo SCHEDULE 8O PVG NIPPLE. Fag: 619.297.2354 ACME THREADS. LEEMPRE-STRIPPED OF 1/2 OF THE 4 BRA55 NIPPLE, LENGTH JOINT R STRA I N I ES INSULATION PRIOR TO INSERTION INTO o4-042-oi O JOINT RESTRAINT AS REG2UIRED. THE GONNECTIOR. TNI5T CONNECTOR �, �, =III;III=III-I 3 III= II=III, 1 ® 4" MIN. DEPTH CLEAN ONTO HIRES TO SEAT FIRML . BRA55 BALL L. E= I-III-III = I 1=1 I I-I"- PEA, ORAVEL. -III=1 I I=1 1 -11 F-111- USE JOINT RE5TRA I NT5 ON ALL BELL AND 5 A5KET MAINLINE PIPE NO 50ALE -III III- SECTION © BRASS STREET ELL, TYPICAL. USE THRUST BLOCKS ON ALL SOLVENT WELD MAINLINE PIPE SGOTGHLOK CONNECTOR AND N(RCS 4 5 QQ BRICK OR CONCRETE USE LB SERIES RESTRA I NT5 FOR BELL AND GA5KET JO I NT5 INSERTED INTO TUBE UNTIL THE 114 -t BLOCKING TY USE L PICAL. H SERIES RESTRAINTS FOR PVG PIPE TO LEEMCO FITTINGS CONNECTOR PASSES LOCK TABS ®9 NCLUD I NO 45 ELLS 61O ELLS, MAINLINE TEES, AND VALVE STUB OUTS SECTION 1340 BRASS NIPPLE 6 MIN. LENG •TH. 10-31-05 ® PVG 5CH .40 TEE OR ELL. USE TWO LH SERIES RESTRAINTS AND TWO TIE-BAR5 FOR PUSH ON VIEN - N.T.S. LATE VALVE5, 5EE LEEMCO RECOMMENDATIONS NOTE: �o PVC MAIN LINE, DEPTH A5 USE TWO LMJ SERIES RE5TRAINT5 (CON5151TING OF ONE LH 5ERIE5 HIRE CONNECTOR SHALL BE A 5M DBY DIRECT BURY SPLICE KIT. KIT SHALL REQUIRED. RESTRAINT AND TNO MJ-LK LINKS) FOR FLANGED LATE VALVE5 INCLUDE A 500TCHLOK Y 5PRIN5 CONNECTOR, A POLYPROPI'L E=NE TUBE AND A 5(o" MIN. LENGTH #4 REBAR USE TWO LMJ 5ERIE5 RE5TRA I NT5 (GON515I TI N.ram OF ONE LH 5ERIE5 NATERPROOF SEAL)NO O EL. TUBE SHALL BE 5UPPL I ED PREF I LLED WITH OEL STABILIZER, ATTACH NITWO RES-fR,A,I NT AND TNO MJ-LK L I NK5) FOR FLANGED BUTTERFLY VALVES (2) STAINLESS STEEL BANDS. E AS PER PIPE AND F i TTI NC USED DIRECT BURY 5PL I GE KIT SHALL BE USED TO ELEGTRI GALLY CONNECT 2 - 3 #14 SIZE OF RESTRAINT TO B OR 2 #12 PRE-5TRIPPEID COPPER HIRES. LARGER NIRE5 OR GREATER allANT I T I ES OF NI RES SHALL REOU I RE A LARGER APPROVED NI RE CONNECTION. IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES Sweeney & Associates, Inc. 04-10124.3 QU I GK COUPLER VALVE PIPE RESTRAINTS CONTROL 1NI RE tirripmtlon O�mIpn a< Conaultlrtite g4*�tc f�� �© A N.T.5. G N.T.S. UMSkt► Canyon Drlve, Suns C = '- DA- ,- _ !, � 2 Z NO SCALE CA 0203 -- ---- o 0 It 951-W-W30 Fax. 951.41111-6850 E-m& small®a ODt .1O? DSA APPROVAL APPROVALS Drown b DLI No. DATE BY REMARKS 2 PALM DESERT MIDDLE SCHOOL IRRIGATION LEGEND AND-NOSES Sheet Number y o RUHNAU RUHNAU CLARKE Checked by BM5751PalmerWa,SulteC 3775TenthStreet Reconstruction and Expansion ; 1-8 Date OZ-OS-tab Architects • Planners Carlsbad,CA.92008a72 Mver4de CA.92501-3669 o DESERT SANDS UNIFIED SCHOOL DISTRICT Commission No. (-Idl-60 760/438-5899 909/664-4664 �-- Q FAX:760/931-8194 FAX:909/684-6276 f Sheets PI_IP° V' f_ REMOTE CONTROL VALVE. SOLENOID. I 1 SATURATE AND COMPACT WATERTIGHT WIRE CONNECTORS. :2 BACKF I LL TO c10%. 4 CONTROL W I RE5, IN PVG CONDUIT O . � • � ..0 FINISH SURFACE. < � �4 HARDSGAPE SURFACE.. 4 (W/24"MIN. EXTRA WIRE). :2GLEAN BAGKF I LL AS REQ. s PVG CONDUIT. PROVIDE 51 DE OPENING �t TO BE SET I N 6" L I FT5. 0 NON-PRESSURE LATERAL $ q ® EACH VALVE FOR CONTROL WIRING. - LINE - PURPLE. 5 G EAN SAND. 12 I I I TAPE TO FIFE. L 0 PVG 50H 80 UNION - L.A5CO. _ 0 PRESSURE MAIN LINE - LATERAL LINE W/ SLEEVE- �y PURPLE. PVG 5GH 80 FEMALE ADAPTER. s DIRECT REGT BURIAL, LOW BOTH PURPLE. O Is PVG NON-PRESSURE PIPE- 5GH. 40. 5 VOLTAGE CONTROL 0 PRESSURE MAIN LINE W/ 6 a s _ _ o 0 0 PVG 50H 80 NIPPLE (LENGTH 4 s 6 -r � W I RE5, BUNDLE AT ... „ : SLEEVE BOTH PURPLE. � A5 REQUIRED). 10 FT. O.G. HARD WIRE i� ® 6 m a oo I5 CONTROL WIRES I$ RELAY Io PIPE. N s PVG SICK 40 PRESSURE O /-O n 4 8 , _ AT CONTROLLER. ,; ,_ f� !-O — i�t I R= 5' EE1lC. PVC THREADED ELBOW. INSTALL A TRACER WIRE /`s PARALLEL WITH MAIN L 1 NE 12 PVG ELBOW - 5L IF TYPE. _ 4 STREET ELL TYP I GAL. 5 TO BE PVC. 5GH. 40 I POP UP SPRAY MEAD W/ , ALL SLEEVE (� O � NOTE: I . SEE SLEEV I NG AND TW 1 GE THE D I A. OF THE WORKING 1�lHERE CONTROL WIRES to I4 13 P I N 15H GRADE - PURPLE GAP. s I/2 PVC 5GH. 80 NIPPLE, DO NOT OCCUR. 2 GRAVEL LAYER. DETAIL FOR TRENCHING PIPE. � FINISH GRADE. b MIN. LENGTH. DE L O �� P VED AREAS. ALL SLEEVES TO RUN A MIN. OF 1211 0 MIN. DEPTH: 1z 12 � PVG SGH. 80 TEE SxSxT. l MIN IN A BEYOND HARDSGAPE EDGES. 24" UNDER WALKS. 14 DEPTH PER SPEC I P I GAT I ONS. 0 8'�GLEAR OF ALL BE 2. INSTALL TRACER WIRE ,� is BRASS BALL VALVE. 0 PVG LATERAL LINE - PURPLE. PARALLEL WITH MAIN LINE GLEAN BACKF I LL SHALL BE CLASS 50 UNDER DRIVEWAYS. HARDSGAPE SURFACES. WHERE CONTROL W I RE5 A GLEAN FILL SAND. 50" UNDER STREETS. NOTE: DO NOT OCCUR. ALL ABOVE GRADE PVG 5GH. 40 PIPE AND E I TT I NC S SHALL BE UVR RESISTANT. aLEE\/1N7 ABOVE GRADE REMOTE CONTROL VALVE POP-UP LAI�IN SPRAY HEADTRENCHINO �3G SCALE NO NO SCALE A NO 50ALE NO SCALE NO S 2 3 O STA I NLE55 STEEL ENCLOSURE. AUTOMATIC CONTROLLER., SEE MAINTENANCE AND OPERATIONAL IRRIGATION NOTE5 FINISHED 10" ROUND PLASTIC L E�END — �1G VALVE BOX W/BOLT .=���:-{��_ =� -.1�i.=-i DOWN LID, SEE LWEND `; I� —; i ;; _ ,I —;I IT 15 THE DSUSD'S RESPONSIBILITY TO SUPPLY THESE PLANS WITH THE FOLLOWING NOTES BOX LID 2" ABOVE F.6. IN '�-# J! �'` i 'f —I !=J${;I I—'�'—"' 3 ON/OFF DISCONNECT SW I TGH —I i'—i;,—_I,{=J i I_ -i I I=1 i f-1 I I—{I I=i;!O!; I O� AND 5PEGIFIGATION5 ALONCP WITH CONTRACTOR DRAWN "AS-BUILT" PLANS TO ANY AND ALL SHRUB AREAS, 1/2" ABOVE i�-<< — ;, -� ;I�I ! +—T{'— 5. ham) t (!i I�I I!_ —I I!_ _) i I=) I I=III= -• I= I I=III=1 11= F.6. IN TURF AREAS i _ =-i _ - 1= i I- z- --i'- JN/ 110 V. C-7ROUNDED OUTLET. FUTURE D5USD5 OR MAINTENANCE COMPANIES. 2 ® MOUNTI NC ELANCE W/ BOLTS TO I. THE PURPOSE OF TH15 SPRINKLER SYSTEM 15 TO PROVIDE ONLY 5UFFIGIENT WATER TO BUTTERFLY VALVE HITHi_ _ O TIME —I I LEI I I I=I I I —�!�i LATCH NUT AND INDEX i�!I�; i I—� 1=i 11_ {I i=! �3E SET 1 N (�" 1�11 N. THI GK. MAINTAIN PLANT LIFE DURING DRY WEATHER CONDITIONS OR SUMMER SEASONS. E I—III=I I I I—III= Ifi1 I I- -III-I! q CLOCKS SHALL BE READJUSTED CONTINUOUSLY THROUGHOUT THE SEASON, ON A WEEKLY Ell PLATE, SIB Le6>RND =I 1 != q 4 6 CONCRETE PAD. A 1 IF NECESSARY TO PROVIDE WATER ONLY WHEN THE SOIL 15 DRY AT A DEPTH OF 4" I I—I 7 B 5 5 „ 3 FINISH GRADE. THE FIRST INITIAL 6ROWIN6 SEASON AND to" THE FOLLOWING YEARS. IF THE GROUND 15 L PVG GL. I E PIPE, ` _ LENGTH AS REQUIRED MOIST EITHER AT THE SURFACE OR A DEPTH OF 4" (DURING THE FIRST YEAR AFTER INITIAL i I I • o•�! b„ per• F ( ( ( UNDISTut�B€D OR Q 110. V ELECTRICAL SERVICE PLANT ESTABLISHMENT) OR 15 M015T AT A DEPTH OF 6" THEREAFTER, SHUT THE TIME —III—III �OpQ pp III = e CLOCKS OFF AND DO NOT APPLY ADDITIONAL WATER UNTIL 501L HAS BEEN ALLOWED TO 1=1 I a'�p pip O I I 1=1 I NATIVE SOIL tl IN RI C I D CONDUIT SLEEVE DRY. READJUST TIME CLOCK PRIOR TO TURNING VALVES BACK ON. IF RAIN IS FORECAST RED BRICK, THREE Z 8 TO POWER SOURCE PER OR 15 IMMINENT, ALL IRRIGATION SYSTEMS SHALL BE SHUT-OFF AND NOT REACTIVATED UNTIL -III—�-O•p� !O— -� REa. ON ROUND Box MfN. LOCAL GORE. THE SOIL HAS DRIED TO THE ABOVE DEPTHS. 1=1 I I=ice b"I II I Ili�, � POP-UP ROTOR HEAD. (W/ _ -1 l—I I i=de ' ONE CUBIC FOOT PURPLE GAP) O 2-3" DIA. PVC,. 5GH aO 2. IF ANY SUBSURFACE DRAINAGE, OR RUN-OFF 15 V15113LE AT LOW AREAS, ACRO55 � �VEL SIDEWALKS, OR AT LOWER PORTIONS OF SLOPES IMMEDIATELY SHUT THE VALVES OFF TO FINISH GRADE. d G LONG SWEEP ELLS FOR LOW ALLOW THE AREA TO COMPLETELY DRY OUT. IF TH15 CONDITION CONTINUES AFTER i_ • 00 O • _' IRRIGATION MAINLINE -_-.._�, ! ; i• I i : ; ;—, _I O Op O• O 1- 3 ALL HEADS TO BE PLACED ® DEPTH-SEE TRENCHING -- � I I VOLTAGE CONTROL WIRE5. SUBSEQUENT WATERING, A QUALIFIED GEOLOGIST OR GEOTEGHNIGAL ENGINEER MUST BE ! =, •. !!! MIN. 4'-Co" CLEAR OF ALL DETAIL. RETAINED TO PROVIDE RECOMMENDATIONS TO ELIMINATE SUBSURFACE WATER OR INSTALL FLANGE ADAPTERS HARDSGAPE SURFACES. 4 Q i/2" X 8' COPPER GROUNDING DRAINAGE PROBLEMS. IF DURING NORMAL IRRIGATION, PONDING TAKES PLACE ON ANY q IRRI ATI N Y T M THE O 5 S E OTHER G T E TYP. LANDSCAPE AREA DRIVES PARKING AREAS OR ANY O E E E TREE ELL, A E 5 DSG " O O V. OUT ET L SE;RING ROD CONNECT TO II L I T IN PR OR O _ PIPE INTO BELLED ENDS ® 5GH 80 NIPPLE C MIN. LENGTH 6 , SHALL BE IMMEDIATELY SHUT-OFF AND A LICENSED CIVIL ENGINEER SHALL BE IMMEDIATELY PVG 5GH 80 TEE SxSxT. NOTE: ALL HEADS SHALL BE 8 PER MANUFACTURER 5 CONTACTED TO PROVIDE RECOMMENDATIONS FOR POSITIVE AND PROPER DRAINAGE. INSTALLED WITH PURPLE REGOMMENDATI ONS. 6 GHEGK VALVE IF NECESSARY. RECLAIMED WATER GAP. 3. INSPECTIONS OF IRRIGATION SYSTEM SHALL BE MADE ON A DAILY BA515 TO OBSERVE HARGO 150 LB. FLAN61= _ I EEMGO LB SERI O O PROVIDE REGYGLED WATER AND PROVIDE REPAIRS OR REMEDIES TO THE FOLLOWING UNACCEPTABLE PROBLEMS: PIPE TO PIPE RESTRAINT X GASKETED BELL ADAPTER ONE EACH SIDE OF VALVE ONE EACH SIDE of VALVE 0 PVG LATERAL LINE, S I,ZE WARNING 51 GN FOR REGYGLED A. OVER-SPRAY ON 51DEEWALK5, STREETS, PAVED AREAS, FENCES, PARKING AREAS, AS NOTED ON PLAN- CONTROLLERS. WALLS, BUILDIN66 OR OTHER STRUCTURES. B. DRAINAGE: OR RUN-OFF ACROSS 51DEWALKS, PAVING OR STREETS. C. DAMAGED OR IMPROPERLY OPERATING HEADS, PIPING, VALVES, CONTROLLERS OR PM NT �� F OTHER IRRIGATION EQUI E V POP-UP TURF ROTOR HEAD AUTOMATIC CONTR D. IMPROPERLY ADJUSTED OR OPERATING MOISTURE SENSORS. �� - BUTTERFLY VAS. E c A10.1388 ENO SCALE NO SCALE NO SC'Al—E IF WATER 15 OBSERVED ON 5TREET5 OR PUBLIC, 51DEWALKS, PROPER WARNING 516N5 OR BARRIERS SHALL BE ERECTED IMMEDIATELY TO ENSURE SAFETY AND PROTECTION OF THE 12 n6 R M VIN PUBLIC. THE NET AREA SHALL BE DRIED IMMEDIATELY BY MECHANICALLYE O 6 WATER. C�►►x" q. 4. ONLY LICENSED AND QUALIFIED LAN05CAPE CONTRACTORS AND LANDSCAPE MAINTENANCE INDIVIDUALS SHALL PROVIDE OR MAKE REPAIRS TO IRRIGATION SYSTEM. DEL 0 R E N Z 0 2 ( NOTES INCORPORATED 5. AT ALL TIMES, THE LANDSCAPE CONTRACTOR OR MAINTENANCE CONTRACTOR SHALL . I PURPLE VALVE BOX A551GN A QUALIFIED INDIVIDUAL OR INDIVIDUALS TO INSPECT AND MONITOR THE IRRIGATION LOCATE FLOOD O SUPPLIED WITH 4 HOUR EMERGENCY PHONE 1 BUBBLER ON H 1 GH 2 4 I WITH LOGIC I NG COVER. SYSTEM. D5U5D5 REPRESENTATIVES SHALL BE 5U LED 2 NUMBERS FOR USE IN REPORTING BROKEN OR DAMAGED IRRIGATION EQUIPMENT. _ SIDE OF PLANT BASIN 0 I " IN D.G. AREAS. 6. ALL IRRIGATION EQUIPMENT REQUIRES CONTINUOUS MAINTENANCE, GLEANING, ADJUSTMENT, - - , Planning =J I I PARTS REPLACEMENT AND INSPECTION. IT 15 THE RESPONSIBILITY OF THE LANDSCAPE II F „—�{�' ,_''� @) WATERTIGHT WIRE CONNECTORS. Landscape _,010 l;: ►!-i l;-'I . WHEN INSTALLED ON {I CONTRACTOR OR LANDSCAPE MAINTENANCE COMPANY TO PROVIDE THESE SERVICES ON A P 0 CONTROL W I RE5, BUNDLE AND CONTINUAL AND REGULAR BA515 AND SCHEDULE. A> itwtur�e A SLOPE CONDITION. - =,I !; t� __` -!- 6 TAPE (W/24"MIN. EXTRA WIRE). -' 1 i / i� III i ,—i i�- _ i; f ,� —;j,—, -7. WATER SHALL BE APPLIED TO PLANTING AREAS IN SHORT INTERVALS OR M015TURE 1775 Hancock Street ,' Os REMOTE CONTROL VALVE. !! r' I 'I'!i fi: ` -! 1='i�i � —'� — � 2 . ROUTE LATERAL P f PI NC 5 12 SENSORS SHALL BE ADJUSTED TO PROHIBIT ANY SURFACE PONDING OR RUN-OFF AND AT NO Suite 150 !=III=1 �6 SOLENOID. TIME SHALL WATER BE APPLIED TO CAUSE 501L SATURATION. San Diego, CA 92110 MEME AS REQUIRED AROUND 5 Il ' 619.295.5115 -� '`• ! I'—� !- ROOTBALL OF TREE. 0 PVG 5GH 50 UNION — LA5GO. 8. OVERWATERING CAN RESULT IN DEATH OF PLANTS, POSSIBLE SOIL EXPANSION AND {=jII DAMAGE TO CONCRETE AND ASPHALT PAVING, DAMAGE TO FOUNDATIONS AND POSSIBLE Fax: 619.297.2354 '' ;III ° o ° • PVG SGH 80 FEMALE ADAPTER. L055 OF 501L COMPACTION. A QUALIFIED GEOTEGHNICAL ENGINEER SHALL BE RETAINED TO 04-042-01 O-O 1=_ = -_ - -- - q PVG NON-PRESSURE PIPE- PROVIDE SITE INSPECTIONS AT LEAST ON AN ANNUAL BA515 TO INSPECT FOR EXCESS SOIL —III—(�1-1�1—�I,—I I{ ,• I—,�;� ,,—,,,_;, —,, MOISTURE. PURPLE. PVG 50H 50 N I PPLE(LENGTH THE RESPONSIBILITY OF ENSURING THAT THE ABOVE PRECAUTIONS, REPAIRS AND CONTINUING a a 7 15 10 11 14 AS REQUIRED). MAINTENANCE ARE PROPERLY PERFORMED 15 THE RESPONSIBILITY OF THE DSU5D. THE FINI5H GRADE. LANDSCAPE ARCHITECT HAS BEEN RETAINED TO PREPARE THESE PLANS ONLY AND DOES IZ II 2X4 BRICK OR CONCRETE NOT PROVIDE P05T CONSTRUCTION REVIEW5 NOR REVIEW5 OF ON-51TE MAINTENANCE. THE 2 WATERING BASIN.N. BLOCK I NG. LANDSCAPE ARCHITECT DOES NOT ASSUME RESPON51 BI L I TY NOR LIABILITY OF MAINTENANCE O NOTE: OR REVIEW OF MAINTENANCE WORK OR REPAIRS OR DAMAGES RESULTING FROM LACK OF 3+0 ' 3 PLANT ROOTBALL. VALVES TO BE LOCATED 5AWAY 12 PVG SGH 50 TEE (Sx5x5) REPAIRS, MAINTENANCE, ADJUSTMENTS, OR IMPROPER INSTALLATION OF IRRIGATION E � INCHES b" CLEAR OF ROOTBALL. OR ELL (5x5). EQUIPMENT, 4 LOCATE PIPE SLEEV ( ) FROM PARALLEL MAINLINE ROUT i NG. I5 4" MIN. OF PEA GRAVEL. PVG LATERAL L I NE AND PVC 50HEPULE 40 F I TTI NG 5. (TYP 1 GAL) !4 PVG PRESSURE P I PE-PURPLE. O RA I NB I RD RW5-BC, ROOT WATERING SYSTEM. TWO (2) PER TREE / ONE (1) PER SHRUB. IDENTIFICATION STAMP PVG LATERAL LINE TO FLOOD BUBBLER. (LENGTH A5 REQU I RED). DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES 04-IM243 5UB-5URFACE BUBBLER DETAIL REMOTE CONTROL VALVE _ S � fI HNO SCALE NO 5GAL DAT o"� �O QSA APPROVAL � °vim APPROVAL No. DATE BY REMARKS 2 IRRIGATION DETAILS Sheet Number Drawn b DLI PALM DESERT MIDDLE SCHOOL Y � RUHNAU RUHNAU CLARKE . Checked by BNI AlReconstruction and Expansion _ _ � U-9 5751 Palmer Way,Suite C 3775 Tenth Street " Date 02-06-06 C Architects • Planners Carlsbad,CA.92008-8872 Riverside,CA.92501-3669 "" '`' " Commission No. I-Iq-Bo 76X/60/91- FAX:90 /684 DESERT SANDS UNIFIED SCHOOL DISTRICT _ of Sheets FAX:780-931-8194 FAX:909.46 46276 S 0 PUELIC . ... CITY OF PALM DESERT_ BERMUDA GRA55 5 FIG RET (TYP.) . 56" BOX 2/1 WAS ROB 14'/I6' BTH + DECOMPOSED GRANITE 6 FRA 'M.B.' 241, BOX a 12 GAR TOM 5 GAL ° j1 1. jlr .'i�. • I MA7CHL1NE EE HEE7 LF— f EXI5TING TREE SEE GENERAL NO # �., ✓' ` . ,`� y NOTE 2 i ` -- -; . ♦ I 2 JAG MIM a 36• BOX t 4 I I ♦ ♦ i e, ., {• or* I I i I 3 s • I + i' nOLf , • I \S� t main= • r — _ l i i I • ` t { i w C l �,p 16, ' _..-ai-.-. 1, — i •i —— w + r.— , i I !..- .-«--._ I � i 4.a � � <i i � t i r , t r 1 I x f f 711 I t I t I { . i I i j I � I i i r i i I (� v • - Ef 1-- t --- ROOTrf= . if BARRIER LP-S (TYP.) if r I I r {I yy I I { t I 1 I• i I • i i � {I I t I , I I I 3 ( , 1 1. — ---• —r i ' ; { ,. N0.1388 C>t 12-31-08 Ar or :. � DEL 0 R E N Z 0 INCORPORATED Planning \ Landscape �1�:eC"t11i'� -- sir----- 1� LAN 'S.S.' 1775 Hancock Street 5 GAL - —;-- % suite 150 San Diego, CA 92110 22 LEU FRU ��-` .' •� ' '� % ' ` 619.295.5115 5 GAL T .. .r��_?� . _ +------- -- �- HIM i i t Fax: 619.297.2354 j Yl 04-042-01 KEYMAP . ............ NOT TO SCALE is < I � rr GENERAL NOTES: .....:.:::: PRIOR TO THE COMPLETION OF • CONSTRUCTION, PREPARE 501E AND RESEED 0 10 20 40 0-31-0� IN I TH COMMON BERMUDA 6RA55 FOR AREAS DAMAGED DURING GON5TRUCT!ON. !N5URE THAT AREA HA5 I RR)GATI ON SYSTEM PROVIDING SCALE: 1"-20'—O" FULL COVERAGE PRIOR TO SEEDING. 2�EX 15T I NG TREES IDENTIFIED ON PLAN SHALL BE PRESERVED DURING CONSTRUCTION. IDENTIFICATION STAMP CONTRACTOR SHALL MAINTAIN TREES DURING Div. OF THE STATE ARCHITECT CONSTRUCTION AND INSURE THAT THEY ARE OFFICE OF REGULATION SERVICES ADEQUATELY WATERED. 04-107243 5EE SHEET LP-� FOR PLANTING LEGEND AND ACSSS_ � DETAILS. DAT G DSA APPROVAL v APPROVALS Drawn by OLI No. DATE BY REMARKS 2 PALM - - Sheet Number Datek02 06-06 0 RUHNAU • RUHNAU • CLARKE DESERT MIDDLE SCHOOL PLANTING PLAN 3 4 - - Reconstruction and Expansion COmm1SSlOn No. i-Iq-80 Q C Architects • Planners 5751 Palmer Way,SuiteC 3775 WiMrTeethStreet ]Cadsbad,CA.92006'8872 Niverside,CA.9250,-3569 LP-1 760/438-5699 909/6944884 FAX:760 931-8194 PAX:909 DESERT SANDS UNIFIED SCHOOL DISTRICT ! / /584-6276 Of Sheets PUFLi-FYI PALM �' Cc;D;=:rT;wlE JT . . . . . . . . . . . . . . . r / ! ROOT F f ' BARRIER LP-8 TYP. / ••� . � �• i I i � J 111 • Y - `: = z / A ;�• I r fl D CONCRETE - • :. ; LP-S MOABAND • , it •. : , 6 JAG MIM • 5b BOX • i4� E ( i ' i + f I I I i pf '12 LEU FRU 3I WA5 ROB � � ; 14'/I6' BTH + f f T 5 GAL MATGHL 1N - SEE SHEET LP-4 1 f, - - _ 4 FIG RET 7 _ 36" BOX 71, i � j ; x S ' - $ERMUDA GRA55 i .a e I � % t • � , . . � • ; � 3 PRA 'M.B.' , f ! L 4 D CONCRETE , .. . ,' ,%/%` 5 GHA HUM _ 16 MOINBAND • •,• x a � , �/.�-' r, ; f; 15 GAL " LP S — , LU + +• 7 HE5 PAR �; / 5 GAL ? NO.1388 �.� b r � DELORENZO ' INCORPORATED LU 5 GAL P1aIIII1ng EXISTING TREE SEE GENERAL NOTE #2 Landscape j (TYP) Ardiitecture i Haueock ,r,i^,,,',j 1775 16 Suite 150 Street 5 GAL I �, `�� ;� �`� ? �' I San Diego, CA 92110 f -71 t----t•p.++=.." �'e-'}� r: , -4� 1. • • 5115 . ^T— '1 (/ --�—^ ,__ . {gt f I �� ^lam' ,/ y '.! l �.:✓ _irnri.; � I ___�_--_____ �;-_ r � � n�.-• ter, , , '! I 61 9 i ilr— I / / ✓ i o R -, � '� J .23 54Fax• 619.297 TOM 22 GA — 04-042— 01; E F_ 5 GAL . • �/ f L I r s i I r' iCEYMAP • I ti•• NOT TO SCALE I iNtHNtNfN! iNHfltlhlllf$ • I. f�. DEOOMP05ED GRANITE GENERAL NOTES: -- - - (TYF) f r I�. PRIOR TO THE COMPLETION OF 0 10 20 40 �,► 10'31'05 ' EX 15T I NG 5HRU55 CONSTRUCTION, PREPARE 501 L AND RESEED s - PROTECT IN PLACE AITH COMMON BERMUDA GRA55 FOR AREAS l _ DAMAGED DURING CONSTRUCTION. INSURE THAT SCALE: 1"-20'-0" AREA HAS IRRIGATION SYSTEM PROVIDING CONCRETE rD PULL COVERAGE PRIOR TO SEEDING. ■NY - MOWBAND LP 8 20. EXISTING TREES IDENTIFIED ON PLAN SHALL BE PRE5ERVED DURING CONSTRUCTION. IDENTIFICATION STAMP ' CONTRACTOR SHALL MAINTAIN TREES DURING DIV. OF THE STATE ARCHITECT 22 LAN 5.5. CONSTRUCTION AND INSURE THA T THEY ARE OFFICE OF REGULATION SERVICES 5 GAL ADE0UATELY AATERED. 04-101243 5EE SHEET LP-7 FOR PLANTING LEGEND AND AC ._FLS SS_ 4 DETAILS. DATE----_ _ '�, 0 M c' O DSA APPROVAL APPROVALS DATE BY REMARKS 2 TIN PLAN 'µ=- Sheet Number Drown by DLI No• , RUHNAUPALM DESERT MIDDLE SCHOOL PLANTING r RUHNAU Checked by BM5751PaImerWa SuiteC 3775TenthStreetReconstruction and Expansion LP-2 Dote 02-08-06 C Architects • Planners Carlsbad, 909/6e4604 5013669 DESERT SANDS UNIFIED SCHOOL DISTRICT Commission No. I-Iq-80 760/4385899 909/6844664 r FAX:760/931-8194 FAX:909/684-6276 —^ � ;� Of Sheets . . . . . . . . . . . . . .'■. 1 MATGHL I NE — SEE SHEET LP-5 MATGHL I NE SEE SHEET LP-6 . . . . . , . I ■ ■ ■ ■ ■ ■ ■ ■ ■ �__� .�--M*--; -_-` '- -- —_ --_- I : •I 11 .. : . : . t • . ' . . . . . ' . ' . '. . r �' ■ ■ _ ------.-._ . ' ' . . . I 1 I '�\! •'' 1 I i f I i -T._ I -h i I It--•--------� .-- i I I I 1 I i - - :. I i I 11 ! I I i �... . t .. 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PRIOR TO THE COMPLETION OF 0 10 20 40 I /0-31-05 CONSTRUCTION, PREPARE SOIL AND RESEED 'fF WITH COMMON BERMUDA GRA55 FOR AREAS DAMAGED DURING CONSTRUCTION. I N5URE THAT scA�E: "=20'-0 AREA HAS I RRI GAT I ON SYSTEM PROVIDING FULL COVERAGE PRIOR TO 5EEO(NG. EX 15T I NG TREES IDENTIFIED ON PLAN SHALL BE PRESERVED DURING CONSTRUCTION. IDENTIFICATION STAMP CONTRACTOR SHALL MAINTAIN TREES DURING OFFICE of REGULATION SERVEICES CONSTRUCTION AND INSURE THAT THEY ARE ADEQUATELY WATERED. 04--.1 %, AC__ FLS___SS__ �`j 5EE SHEET LP-7 FOR PLANTING LEGEND AND a P DETAILS. DATE _ _ � 0"' �d `, w�� � I DSA APPROVAL k - _ APPROVALS S No. DATE BY REMARKS - Drawn b I �������� ���� � II Sheet Number � �� r RUH NA , RUHNAU • CLARKE PALM DESERT MIDDLE SC 00 1oU 1 , LP-3Checked by 9M Reconstruction and Expansion - M`N 5751 Palmer Way,Suite C 3775 Tenth Street �; i -- `f r ENT I I ... 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APP�oVAIt� - Drawn by DL.I No. DATE BY REMARKS 2 PALM DESERT MIDDLE SCHOOL PLANTING PLAN -- Sheet Nur Checked by 8NI o RU H NAU RU H NAU C LARKE Date 02-08-06 Ar hi C Planners 5751 Palmer Way,SuiteC 3775TenthStreet Reconstruction and Expansion ; LP e to isCarlsbad,CA.92008 8872 Riverside,CA.92501 3669 Commission No. I-19-60 0 C760/438-58% 909/684.4664 A D NIFIED H L DI TRICT FAX:760/931-8194 FAX:909/6846276 DESERT S N S U SC 00 S ! --'--" i I - Of err : , i I a � �d. � d• ✓r a (D ROOTBALL. . 2" D I A. X i ' FRONDS TIE 1NITH SINGLE b. CROYN-I ABOVE FINISH ,�� �. PINE STAKE (2 REQ'D.). STRAND OF ORGANIC MATERIAL �/ q ,•� d GRAD `di 2 I X 2" Val _ UNTIE OOD BRACE. _ AT END OF MA I NTENANG 3 FINISH GRA �'=• _ �'�� d e � ODE. � �//� � 3 VINYL TREE T , rTIE PERIOD. • � O �}--- 4 S X ROOTBALL YN I DTH. d Q PER 5TAK PALM TRUNK. � � dd 11 0 PLANTING BACKF I LL 24 MIN. 4 / ,, -.v, (� 4" HI6H WATERING BASIN (IF REQ'D). 8 � 6 , /� O USE N= ( NATIVE SOIL SEE TREE PLANTING 2 to TOP OF PAVING. ,,.;,. FO E.�E T I �, -�- O DETAIL. I " a 2, IN D.G. A _ 3 R EAS. O � PLANT TABLETS. , �' J.e-, _ a Q BAGKF I LL MIX - i 00% JNASHED O SAND. — 3 � 7 0 � TREE TRUNK. O COMPACT O . -r SXWI - - ....... — COMPACTED 8 DTH OF ROOTBALL. -- (WHERE APPLICABLE) 8 ROOTBALL. LL. ...:.:::•::.:......... .......... LE ) O � b ....... ..................... ..... ........... ........ a UNDI 5 TURBED NA ..... ....... ..... •:::: O TI VE 501 ...... ........ ....... ..... ......... ......... ...... ............ .......... .... .............. ...............:::: ..................... .................... ........ ............. ................... ..... ..................... ..................... .......... . .........:........... ........... .............T a P OF 3x ROOTBALL LL WIDT- O +� _- o ..................... .................... ........ ......... . ......... ..................... ..................... ...... ........ ........ .. ..... ......... ...... ..... ......... ..................... ..................... ..................... ..................... ............. ....... ... ............. ..................... .................... ..................... .................... ............. . 9 FINISH GRAD ................... 6 �. ..................... ..................... ..................... ..................... .......... ............ ................... ....... ..... ..................... .................... ...................... ..................... ...... .................... ......... ..................... ..................... .................... ......... to AR O R ................. .................... ..................... ..................... ........ � .................... GUAR q HIGH WAT O TURF ............... ......... ER ............ ( AR EA I �0---- N A 51N. LY ..................... ..................... ..................... .................... ........... ......... ..................... .................... .................... ..................... . ........ ..................... ..................... .................... ..................... ..................... to PLANT TABLETS SE O ( SPECS)° .................... .................. ..................... to UND I STUR�3ED .................. :::::......:::: NATIVE SOIL. ................... .� O II ROOTBALL. IIIMIIIII 8 — � 4 4 0 0 2 0 i PALM PLANTI NCB DETAI L A THEE p PREVAILING WIND NO SCALE L A N T I NG PLAN VIE W G NO SCALE DOUBL E STAKING NO SCALE CPO 0 Q I I 6 CONCRETE MOW O ROOTSALL.BAND. � � It 2 GROWN-I ABOVE F I N O 15H I GRADE. 4 #4 BAR CONT. (T1 A)'P), ` W � 3 00 @) FINISH GRADE. � II • I ;. I O FINISH GRADE OF TURF 0 5 X ROOTBALL D I A. a 24" I N a a 3 PLANTING T 24 X TERLOCK I N6 ROOT CONTROL BARRIER PANELS - _ BACK FILL. j-�.-• --' ROOT SOLUTIONS (I-800-$$ ® FINISH GRADE AT SHRUB/ �— 4-oa l4> -, , �-- -- BR A DE f6 - .. (USE NATI VE S O IL _-- �- - 16 ' O F BA R R IE R PER R TREE O R EQ U L.� "I —�� D GAREAS. . °. ..._ CR PLANTS). FOR DES SIDEWALK CURB,A 5WALE OR PAVEMENT OLANTTALES O Q5/ GoMPAGTE —�I a� i ROOT CONTROL LRRI R TRENCH IiKFILE TH CLEAN� 2 MAX.MEPTH it j �, •� - t` - - �i I"—i l i— � �I. i i' SOIL. i —I _�i ! — -.I TR O o� WE LED - .. ED _ GE TOP OF 'i� - "F! I��.; - PAVING. - i 4 -, - E �-_ ��: Q TOP OF ROO T CONTROL I_;�, � �_; ice,; �� , — 7 _ � BARRIER �__ D.G. - IN o _ _ �_ FIN ISH H -=, „ ��, I, � SURF -1;— _ A FL USH WITH GRADE. ROOT H I I G H WATERING BASIN. = DEFLECTORS AND SOIL ANCHORS ni MUST FAGS TREE. UND I ST �� � 3 UR E D NA TI V E 4 O SOIL. _ 5 O 0 I DEPTH I N BO TH TURF AND D.G. . . AREA G 5. i fl OMPAGTED D.G. - SEE . . SPECS. NOTE: BARRIER SHALL BE FLUSH WITH CONC RETE i �� SURFACE, BURIED /2 BELOW F I N 15H SURFACE GRADE. CONCRETE M41� A D B ND No SCALE SHRUB F'LANTI NG E NO SCALE 'ROOT CONTROL BARRIERF NO SCALE I? NO13888 :;k 8gnelve to !/ DELORENZO INCORPORATED PLANT LEGEND S1'M. ABR. SCIENTIFIC NAME - COMMON NAME SIZE Q71'. REMARKS SYM. ABR. SCIENTIFIC NAME COMMON NAME SIZE Q�1 . REMARKS Planning Landscape SHRUGS Architecture o G RET FI CU5 RETU5A 'N I TI DA' - I ND I AN LAUREL FIG 36" BOX 33 O LAN 5.5. LANTANA 'SPREAD I N6 5UN5H1 NE' - LANTANA 1775 Hancock Street STANDARD - 5 GAL. 44 3' O.G. Suite 150 • FRA UHD FRAXINU5 U. 'MAJESTIC BEAUTY' - EVERGREEN ASH 241, BOX 35 OO LEU FRU LEUCOPHYLLUM FRUTE50EN5 TEXAS RANGER STANDARD 5 GAL• c14 510.0. San Diego, CA 92110 © L 16 'TEX' L I GUSTRUM J. 'TEXANUM' - TEXAS PRIVET JAG MIM JACARANDA MIM051FOLIA - JACARANDA RHA 'SPR' RHAPHIOLEPIS I 5 GAL. 5 4' O.G. 619.295.5115 •• 36" BOX II SPRINGTIM - MULTI-TRUNK E INDIA HAWTHORN 5 GAL. 1'7 30" O.G. Fax: 619.297.2354 - + WA5 ROB WASHINGTONIA ROBUSTA - MEXIGAN FAN PALM 14'/I6' $TH 5/4 SKINNED TRUNKS 04-042-01 5HRUB5 GROUNDGOVER 4 GAR TOM CARI55A M. 'TOMLIN5ON' NATAL PLUM 5 GAL. 42 501, O.G. H GHA HUM GHAMAEROPS HUM i L 15 - MED I TERRANEAN FAN PALM 15 GAL. Cl � DECOMPOSED GRAN I TE - TA .d'® EUR 'V I R' EURYOP5 R V I R I D I V - CLUMP i NG N COLOR SELECTED BY D 15TR GREEN-LEAVED EURYOPS IGT 5 GAL. I6 3' O.G. - ,� •® HE5 PAR HE5PERALOE PAR\/i FLORA - RED YUCCA �� 5 GAL. 13 301, O.G. COMMON BERMUDA 6RA55 - HYDRO5EEDED • (SEEDED BETWEEN APRI L I AND OCTOBER 1. 500 LB�ACRE OF MULCH c"�'�� SEE NOTE BELOW) 120 LBS/ACRE OF BINDER SEED I NG/5ODD I N6 NOTE: I. IF 5EED I N6 TAKES PLACE BETWEEN OCTOBER I AND APRI L I, USE ANNUAL RYE GRA55 AT THE RA 5 LBS/I 000 5F. WITH MULCH AND B 1 NDER PER THE LEGEND. TE OF IDENTIFICATION STAMP 2. IF SEEDING I S DONE BETWEEN APR I L I AND OCTOBER I, CONTRACTOR SHALL INCLUDE ONE ADDITIONAL DN OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES SEEDING OF BERMUDA GRA55 AFTER APRIL I AND PRIOR TO FINAL ACCEPTANCE OF MAINTENANCE. 04-107243 3. I F THE D 15TR I CT PREFERS TO USE SODDED TURF BETWEEN APRI L I AND OCTOBER 1, U5E TI FGREEN # HYBRID BERMUDA. IF 50D IS TO BE LAID BETWEEN OCTOBER I AND APRIL I, GROWER T 328 - AC___FLS___SS__ HAVE FULL GROWTH AT THE SOD FARM PRIOR TO DELIVERY TO THE SITE. O OVERSEER AND DATE A DSA APPROVAL Drawn by DLI No. DATE BY REMARKS ^ �Q�O` , I Checked by SM A ll 2 1— Y ! RUHNAU • RUHNAUPAL Date 02-08-Ob M DESERTCommission No. I-Iq-BO Q MIDDLE SCHOOL PLANTING LEGEND + Shee' Reconstruction and & DETAILS a �? Architects • Planners 5751 Palmer way,saftec 3775 Tenth Street Expansion Carlsbad,CA.9200&8872 Niverside,CA.92501-3669 FAX:760/931- FA9/684 4664 VENT DESERT SANDS UNIFIED - --' 760/931-8194 FAX:909/684.6276 SCHOOL DISTRICT