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Home My WebLink AboutSacred Heart Church_1 � SHEET INDEX ; � G000 TITLE SHEET • LANDSCAPING L-100 PLANTING PLAN 8 DETAILS L-200 IRRIGATION PLAN 8 DETAILS ARCHITECTURAL t SD100 SITE PLAN & DETAILS � CI'1'Y OF F�ALM DESERT �NSPECTION RECORD JOB ADDRESS : 43775 DEEP �ANYON Rl� PROJ # : 04-0003y883 INCLU LANDSCAPE IRf<IGATION 1'YPE OF PERMIT : BUILDING PERMIT PRINT DATE � 7/�8/D4 �ONTRACTOR : WALL DOUG CONSTRUCTI�N INC PHONE # : ( 760 ) 772-8446 78450 AVE 4], INDIO CA 92201 REQUIRED INSPECTIONS STEP GROUP 1, INSPECTOR SIGNATU T�. --------------------------------------------------------- ---- ------ ----- - 10 BU12 01 FOOTINGS/BLOCK WALL � � �j ''Z 10 BU1,1, 02 BOND BEAhI/BLOCK WALL---------------> 10 *LS4 *04 IRRI6A1"ION SYS/ROUGH-IN �_ 10 P2� PW IRRIGATIGN r=INISFI------------------> , � ` 7,�C1� BU98 10 BLOCK/Kr T WALL./FENCE FINAL ----------------------------------------------------------------------------- SPECIAL NOTES AND C0�1f1ENTS : PERMIT ADDL DESC ' INCLULE LANDSCAPE IRRIGATION THE PROF'ERTY OWNER AND/OR THE CONTRACTOR SHALL BE RESProNSIBLE FOR ESTABLISHING PROPERTY LINE LOCATIOPdS • ALL Bl_OCK WALLS & WOOD FENCES , INCLUDING THE FOOTINGS , MUST BE LC�CATED ON THE ABOVE LISTED PROPERTY • ��LYI�� •a INITIAL X ****�*************�************�:******** - PA�C�� *** NO WET-SETTING IS PFRf1ITTED PER *** 3 CE3C 21,04 • 4 . 1 AN INI1'IAL MORTAR BED � �-- -, "" � JOINT 1,/4"TO 1"IS REQUIRED • � � ' ' � � � � 4 � 6 `�7 o g �10 ��I �� 3 �4 �� 6 9� � ABBREVIATION GRAPHIC S�(�IBOLS GENERAL NOTES PROJECT DIRECTORY � A.C.T. ACOUSTICAL CEILING TILE EWC ELECTRIC WATER COOIER P PLANTER OR PLANTING AREA A 1. CONTRACTOR SHALL VERIFYALL DIMENSIONS IN FIELD,PRIOR TO STARTING OWNER REPRESENTATIVE: AT. ACOUSTICALTILE EXIST EXISTING PART PARTITION COLUMN/GRID LINE � wc AIR CONDITIONER exP EXPOSED PB POST BASE WORK.CONTRAiCTORS SHALL NOTIFYARCHITECT IN WRITING OF ANY SACRED HEART SCHOOL �I AB ANCHOR BOLT EXT EXTERIOR PC POST CAP LETTERS HORIZONTA�OR VERTICAL DISCREPANCIES 43-755 DEEP CANYON AC ASPHALTIC CONCRETE PCC PORTLAND CEMENT CONCRETE '� ACOUST ACOUSTICAL FAU FORCED AIR UNIT PE PAD EIEVATION NUMBERS OPPOSITE DIRECTION PALM DESERT, CA 92260 ACP ASPHALTIC CONCRETE PAVING FD FLOOR DRAIN PEJ PLASTER EXPANSION JOINT 2. ALL DISCREPANCIES SHALL BE CLARIFIED WITH THE ARCHITECT PRIOR TO pH 760-346-6502 AD AREA DRAIN FE FIRE EXTINGUISHER p�,qM LAMINATED PIASTIC INSTALLATION OF WORK. FAX 760-773-4873 � ADA AMERICANS WITH DISABILITIES ACT FEC FIRE EXTINGUISHER CABINET p�p,S PLASTER � ADAAG AMERICANS WITH DISABILITIESACT FF FINISH FLOOR PLYWD PLYWOOD � OR _ WORK POINT, CONTROL POINT, DATUM POINT CONTACT: TERRY TRIVISO ACCESSIBILITY GUIDELINES FIN FINISH Poc POINT OF CONNECTION OR PROPERTY CORNER. 3. BUILDING DIMENSIONS SHOWN ARE TO FACE OF STUD,FACE OF SHEATHING,OR ADJ ADJUSTABLE/ADJACENT FIX FIXED POLY POLYETHYLENE CENTERLINE OF COLUMN OR WALL UNLESS NOTED OTHERWISE. AFF ABOVE FINiSH FLOOR FIXT FIXTURE PSF POUNDS PER SQUARE FOOT OR FEET ARCH ITECT: AGGR AGGREGATE FL FLOW LINE PSI POUND PER SQUARE INCH 9.03 KEYNOTE 4. CONSTRUCTION SHALL NOT VIOLATE ANY SECTION OF APPLICABLE BUILDING HOLT ARCHITECTS, INC. ALUM ALUMINUM FLR FIOOR PT PORCELAIN TILE APPROX APPROXIMATE FLUOR FLUORESCENT PTN P,oRririoN CODE OR STATE OR LOCAL ORDINANCES. 41-555 COOK STREET, SUITE 1-100 ARCH. ARCHITECT FOB FACE OF BLOCK PUE PUBLIC UTILITY EASEMENT PALM DESERT, CA 92211 ARCH'L ARCHITECTURAL FOC FACE OF CONCRETE OR FACE OF CURB A1 � � ar QUARRYTILE 5. BRACING AND TEMPORARYSUPPORTS SHALL BE PROVIDED AS REQUIRED TO PH 760-346-9248 ATC ACOUSTICAL TILE CEILING ppS FACE OF STUD A500 DETAIL FosH FACE OF SHEATHING an' QUANTITY HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL CONSTRUCTION FAX 760-346-3850 , B.O. BOTTOM OF FRP FIBER REINFORCED PLASTIC R RADIUS LOADS. CONTACT: TOM HOWELL B.O.B. BOTTOM OF BEAM FS FINISH SURFACE � B.O.H. BOTTOM OF HEADER � FOOT,FEET RB RUBBER BASE B.O.S. BOTTOM OF STEEL RD ROOF DRAIN Fr� FOOTING RD/OF ROOF DRAIN AND OVERFLOW q� 6. CONTRACTOR SHALL ERECT BARRI�RS AS t��CESSARY TO PROTECT THE BCR BEGINNING CURB RETURN REDWD REDWOOO PUBLIC FROM CONSTRUCTION ACTIVITIES DURING THE CONSTRUCTION BD BOARD GA GAUGE REF REFERENCE A300 SECTION BFF BELOW FINISH FLOOR GAL GALLON REFR REFRIGERATOR PERIOD. BI BUILT-IN C,ALV GALVANIZED REFRIG REFRIGERATOR uU�o In1��/Oc�JOOO uVc�JQ c�JI�J o uvu��c�J��uVc�J DDG"Q u� BLDG BUILDING GD GARBAGE DISPOSAL REINF REINFORCEMENT BLK BLOCK GFCI GROUND-FAULT CIRCUIT-INTERRUPTER REQ REQUIRED 7. BUILDINGS AND SITE SHALL BE ACCESSIBLE PER T24 CCR.SIGNAGE SHALL BE BLKG BLOCKING PROVIDED USING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY #1590 IN PLAN CHECK O3 I OS � O GFI GROUND-FAULT CIRCUIT-INTERRUPTER RFF REFERENCE PINISH FLOOR ` P R O J E C T S U M M A RY BM BEAM OR BENCHMARK GLB GLUE LAMINATED BEAM RM ROOM FEDERAL STANDARD 599b)AS REQUIRED ALONG ACCESSIBLE ROUTES TO 1Q CITY MARK-UP CORRECTIONS 04 / 28 / 04 BRZE BRONZE GPH GALLONS PER HOUR RO ROUGH OPENING ACCESSIBLE ENTRANCES.SIGNAGE SHALL ALSO BE INCLUDED AT EACH � (� BSL BUILDING SETBACK LINE GPM GALLONS PER MINUTE RT RESILIENT TILE q� � PLAN CHECK CORRECTIONS 06 / 25 / 04 BTM so�rronn �R GRADE INTERIOR ELEVATION ACCESSIBLE ENTRANCE,PROVIDE ADDITIONAL SIGNAGE PER THE ACCESSIBLE I BUR BUILT-UP ROOF GYP BD GYPSUM BOARD S STORAGE A410 SIGNAGE DETAIL,TYPICAL DETAIL SHEET. AREA: SC SOLID CORE ( C/C CENTER TO CENTER SCE SOUTHERN CALIPORNIA EDISON cA CALIFORNIA HB HOSE BIB sec SECTIONLE 8. FIRE EXTINGUISHERS SHALL BE PLACED AE REQUIRED BYTHE FIRE MARSHALL CAB CABINET HC HOLLOWCORE LANDSCAPE: 2 065 SQ FT cB CATCH BASIN(CIVIL) HD HOLD DOWN sec�v SECRETARY FIRE EXTINGUISHERS SHALL BE PLACED IN FIRE EXTINGUISHER CABINETS. � _ How HARDWARE sF SQUARE FOOT OR FEET INSTALL PORTABLE FIRE EXTINGUISHERS PER NFPAPAMPHLET#2,BUT NOT CB COLUMN BASE(STRUCTURAL 8 A1 HM HOLLOW METAL SFM STATE FIRE MARSHALL RI P RAP: 176.75 SQ FT I ARCHITECTURAL) EXTERIOR ELEVATION LESS THAN 210BC iN RATING.CABINETS SHALL BE RECESSED OR SEMI- CBC CALIFORNIA BUILDING CODE(UNIFORM HMD HOLLOW METAL DOOR SHT SHEET ALOO BUILDING CODE WITH CALIFORNIA HMF HOLLOW METAL FRAME SIM SIMILAR RECESSED. HMW HOLLOW METAL WINDOW SPEC SPECIFICATION AMENDMENTS) HORIZ HORIZONTAL SPECS SPECIFICATIONS cc COLUMN CAP sc1 SQUARE 9. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR CCR CALIFORNIA CODE OF REGULATIONS HTR HEA ER SQ FT SQUARE FOOT OR FEET E100 DOOR MARKER ANY SPECIAL KNOWLEDGE OR EFFORT PER 1997 UBC 1003.3.1.8. 1997 UBC [� [� CD CEILING DIFFUSER SS STAINLESS STEEL — CEC CALIFORNIA ENERGY COMMISSION HVAC HEATING,VENTILATION,&AIR CONDITIONING STA STATION 1003.3.1.8.EXCEPTION#1 MAY BE USED IN PORTIONS OF THE BUILDINGS CER CERAMIC HW HOT WATER STD STANDARD SERVING B,F,MAND OCCUPANCIES ONLY. - CF CUBIC FOOT OR CUBIC FEET STO STORAGE ' I.D. INSIDE DIAMETER CFM CUBIC FEET PER MINUTE STOR STORAGE _ _ ICBO INTERNATIONAL CONFERENCE OF BUILDING A WINDOW MARKER CFR CODE OF FEDERAL REGULATIONS STR'L STRUCTURAL 10. ALL DOORS,IMNDOWS,AND OTHER JOINTS IN THE EXTERIOR WALLS OF CJ CONTROL JOINT OFFICIALS STRUCT STRUCTURE c� c�oser �� IDENTIFICATION STRUCT�� sTRucruRa,� CLIMATE CONTROLLED SPACE SHALL BE FULLY INSULATED. CLG CEILING INCAND INCANDESCENT SUSP SUSPENDED \ INCL INCLUDED � CLKG CAUIKING 11. ALL ELECTRICAL,CABLE N,AND TELEPHONE WIRES SHALL BE CLR CLEAR INSUL INSULATION T TOILET ROOM �OO ROOM NUMBER CMU CONCRETE MASONRY UNIT INT INTERIOR T&B TOP AND BOTTOM UNDERGROUND. CO CLEAN OUT INV INVERT T&G TONGUE AND GROOVE co� COLUMN �qN JANITOR T.O.C. TOP OF CONCRETE 12. DESIGNATED LANES(BUILDING ACCESS)SHALL REMAIN UNOBSTRUCTED AND CONC CONCRETE T.O.F. TOPOFFRAMING ZO SHEAR PANEL PERMANENTLYMAINTAINED. � D CONN CONNECTOR OR CONNECTION �T JOINT �p CONSTR CONSTRUCTION T.O.R. TOP OF ROOF ET H O L T A R C H I T E C T S CONT CONTINUOUS wr KITCHEN T.O.S. TOP OF STEEL 13. DOOR REQUIREMENTS:ALL HAND ACTIVATED LATCHING OR LOCKING DOORS A RC H ITE CT U RE A N D P LA N N I N G CONTR CONTRACTOR T.O.W. TOP OF WALL Q SHALL HAVE LEVER TYPE HARDWARE CENTERED EQUAL TO OR GREATER THAN CORR CORRIDOR L.B. LAG BOLT T24 TITLE 24 CALIFORNIA CODE REQUIREMENTS D E V 1 C I N I TY M A P I CPT CARPET LAM LAMINATE OR LAMINATED TC TOP OF CURB OR CONCRETE 30��BUT EQUAL OR LESS THAN 44��AFF.MAX EFFORT REQUIRED TO OPEN DOORS _ cRr MONITOR �+v LAVATORY TEL TELEPHONE REVISION CLOUD AND MARKER SHALL BE EQUAL TO OR LESS THAN 8-1/2#AT EXTERIOR DOORS AND LESS THAN � CT CERAMIC TILE �s POUND TF TOP OF FOOTING R AL TO AT INTERIOR DOORS.WHERE FIRE DOORS ARE REQUIRED � 41-555 COOK ST ❑ STE 1-100 ❑ PALM DESERT,CA 92211 ❑ PHONE (760) 346-9248 CN CABLE TELEVISION LT LIGHT TG TONGUE AND GROOVE O EQU 5# , cu cueic LTG LIGHTING THK THICK THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE CW COLD WATER TNG TONGUE AND GROOVE MINIMUM ALLOWABLE BYTHE APPROPRIATE ADMINISTRATIVE AUTHORITY TIMOTHY M.HOLT,A.�.A.,ARCHITECT 0 JOHN E.HOLT,A.I.A.,ARCHITECTO WWW.HOLTARCHITECTS.NET MAX MAXIMUM TP TOP OF PAVEMENT Mc MEDICINE CABINET TPD TOILET PAPER DISPENSER MATCH LINE SHADED PORTION IS THE SIDE (COUNTYOF RIVERSIDE FIRE DEPARTMEN�,NOTTO EXCEED 15#. 1997 UNIFORM BUILDING CODE TO �� D.O. DOOR OPENING RIVERSIDE � TR TOP OF ROOF CONSIDERED �s� DOUBLE MECH MECHANICAL COMPENSATING DEVICES OF AUTOMATIC DOORS MAY BE UTILIZED MFR MANUFACTURER TS TUBULAR STEEL DEPT DEPARTMENT ABOVE STANDARDS. MFR'S MANUFACTURER'S N TELEVISION ZOOO UNIFORM MECHANICAL CODE DET DETAIL p TOp�OALWALL T� � NEW SITE WALL & FENCE FOR■ � DF DRINKING FOUNTAIN MGMT MANAGEMENT DIA DIAMETER MGR MANAGER !�T I L I TY P!J RV E YO R� 14. DOORS SHALL BE OPERABLE WITH A SINGLE EFFORT. INDIO DIM DIMENSION MH MANHOLE U/C UNDER COUNTER Z�O UN�FORM PI..UMBING COD� �+��+F�� x DISP DISPOSAL MicRo MICROWAVE OVEN usc UNIFORM BUILDING CODE 15. WATER CLOSET CONTROLS SHALL BE OPERABLE WITH A SINGLE EFFORT. � D � RT A DN DOWN MIN MINIMUM UFC UNIFORM FIRE CODE PALM - pG30JC�C�S� � D � � r! �R DOOR MISC MISCELLANEOUS uMc UNiFORM MECHANICAL CODE CONTROLS SHALL BE LOCATED OPPOSITE THE GRAB BAR WALL 2000 NATIONAL ELECTRICAL CODE DESERT CA. A`d 3�' Z � R E v� DRYWL DRYWALL MO MASONRY OPENING UNF UNFINISHED � �� U DSA DIVISION OF THE STATE ARCHITECT MR MOISTURE RESISTANT UNO UNLESS NOTED OTHERWISE ELECTRIC ��`��k- � - ��C��p 16. ALL CONCRETE SHALL BE 3000 PSI MIN W/INTEGRAL FIBERMESH 2O01 CALIFORNIA BUILDING CODE w : ui z q DW DISHWASHER MTD MOUNTED UON UNLESS OTHERWISE NOTED SOUTHERN CALIFORNIA EDISON COMPANY � , � Q � � � {}��ic'�' � z DWG DRAWING MTL METAL UPC URINARM PLUMBING CODE $0 0-2 2 7-Z B O O REINFORCEMENT. FRED WARING Q a V � H e,�,},(��{ � 0 M T R M E T E R u R u A M E R I C A N S W I T H D I S A B I L I T I E S A C T � � U EA, EACHfNG Mu� MULLION 17. CONTRACTOR TO PROVIDE 6'SAFETY BARRIER WITH WIND SCREEN AROUND ACCESSIBILITY GUIDELINES � � - Q �, , V VINYL � � . 43-775 DEEP CANYON ROAD VCT VINYL COMPOSITION TILE GAS Q a Y � r, EF EXHAUST FAN (N) NEw PERIMETER OF ALL CONSTRUCTION. 28 CFR-APPENDIX A TO PART 36 �-_� W � o EJ EXPANSIONJOINT NEC NATIONALELECTRICCODE S O U T H E R N C A L I F O R N I A G A S C O M P A N Y � W ~ a \ � W o PALM DESERT, CALIFORIdIA 92260 � � o EL ELEVATION NIC NOT IN CONTACT yy/O WITH OUT $OO-ZZ7-ZGOO O � � � a a � ELEC ELECTRIC NOM NOMINAL Z � � WC WATER CLOSET(TOILET) ' ' � Q � ELECL ELECTRICAL NTS NOT TO SCALE WD WOOD " cA / DRAWWG TITLE a' ?.G ELEV ELEVATOR O.D. OUTSIDE DIAMETER �/yH WATER HEATER TELEPHONE - PALM p � WI WROUGHT IRON I EMERG EMERGENCY OC ON CENTER DESERT N / ENCL ENCLOSURE OF OVERFLOW Wp WEATHER PROOF VERIZON TELEPHONE TOWN � EP ELECTRICAL PANEL OFC OFFICE SOO-227-ZGOO T I T L E CENTER � in b EQ EQUAL OPNG OPENING XERIS xeRiscnPiNc HIGHWAY 111 n1 � EQUIP EQUIPMENT OPP OPPOSITE � � � EWC ELECTRIC WATER COOLER WH WATER HEATER WATER 8�SEWER EL PASEO .� COACHELLA VALLEY WATER DISTRICT s�� AR \ PROJECT NUMBER � W WI WROUGHT IRON SHS.003 h C7 � � �Y�/� SCALE � a 3 WP WEATHERPROOF 760-398-2651 X E R I S X E R I S C A P I N G �v gO�N M'.5.�� AS SHOWN .� � � CABLE TVQ � O � I DRAWING NUMBER � E w Q YD YARD TIME WARNER CABLE ~ � �c No.C12576 *' 763-40-1312 � G000 U r� N�� REN.05/05 w o .y \ ///Q,.'� G1 H / \�,•��---� 0 � � w x �n � pF C pJ./ � a � �� \ // �Rf03 / 08E/ 04 �ssue�FOR: P s N 5HECK o � i � w � � �I 22 �3 4 � 6 Il o �9° �00 �� 3 �4 �� U � � �I ��., � � 4} 'l/ ' �' ' �I(� ��I 11� � il�3 �I 44 � � il � �I 7/ �I �� '� �2'.�7 � i ! ; jl � ' I� I __.. � __.__ '� � I, I I � ' �i � �� I'� � � � �I� I -— — i 6� � � i � ;i � � i �i � � � -- - � � i I � � I „ _ � � � ,_ —� � -- ----- I —_� - j - -- - p p W � � i � � �� Z � �--� - � _ � W � r , _ CUT BACK SIDEWALK EXTENSION- ADD LANDSCAPtNG � Q � EXISTING - - - - - - � � �MGF GROUNDCOVER , ' �R'P�P u� � �, � � ; � PRE-SCHOOL Z I , - GF � A � � �.� ��^� � xY,�� -z,q � '- � ' � � - . �` � �� .�. �� 4� }3 3 , �.. ��. � . � ,,�_ .�., ..4 r _�_ ��.'F� `K�uaf�re' v4 ' � �. I ��t ��lh. �tiA � �4,.lih` � 1� � nn O \ . .. � C� i � u� * � � � � � � ��4B1� �.> � � AB � � J 1 ' ` , � � � � � ,=A 1 �� p�M ABP L't' V , � ,�,, � �� ,,�� ;� ' , � DETAIL � � , � - _ \ ; � , ;�:. � � „ .. _ . � _ , � �' , �, ...,�.. . _, � . ,_. SCALE: ,. . N 17 � .. . , � , __;. . . : � _ _ . ,. .. . >, � . � ,: .. �, , ��; . � �;�.:.. � �. :: �� , _ ,... .. ,.,.. , � . .... . : ;�_ � , , �,,.,:. , , , � : , . ,. . , � � � . , : . e � 3 , , � � � � ,.,.;. ; , , ;, / , � 3 ,;. .. .�� ., aew . �.��,��. � �- � ��;� � � ' _ .� �, � �. , �:. � �� ' a� �. � : � � `�'� � �-�� \ I I � ` .r �`� � �� ,�� : ABP � � � _ e ��' , �. \ � i � � � A�R , BP '..�- 4� � f 4� � � ' `` . .� . �� , �� ;, �� .' � 4;�0�5' fl R�+ .. ,. � �� _ ,. . �AC�"' . ' �BP: , ; . . . . : .�'�'� � ` � � �� ' : _ �� `�� , :��:.�; ; � �— -- �` �'�" __ _ � .,.. p�..,.r,,. o �� —�.�� ---.______�_ � �..��—��.��. F R E D W A R I N G D R I V E " ---`--------------•----------- NOTES: IRRIGATION WILL BE PROVIDED BY AUTOMATIC SPRINKLER SYSTEM WITH ADDITIONAL BUBBLERS FOR TREES. EXISTING IRRIGATION SYSTEM TO BE INSPECTED AND REPAIRED BEFORE INSTALLATION OF NEW MATERIALS � � TREE (PER PLAN) � � � INCH TIE TREE TIES �{ (NO WIRES) BETWEEN . j STAKE AN TRE PLANTING PLAN j� 2. � o� �o G K 1 SCALE: 1/16"_ �'-o" LODGE POLE STAKES 12" � � � 1 EARTH WATERING BASIN IN GROUNDCOVER AREAS � BOULDER 10 TREE CANOPY � � � � / FINISH GRADE � ROOT BALL (DO NOT PENETRATE) 24�� / — - � � . • FINISH �—�� TREE TIES ROOTBALL � � ' �,,� DIA ___-- � � GRADE 2x ROOTBALL, SET CR�VN c� � � o � — ' � \ F U H W/ D I � • --�---- TT E D , APPLY STAPLE TO BACK OF STAKE C BACKFI� � M I TT E D WRAP AROUND STAKE TWIST a � \� �� \� CINCH TIES OR EQUAL AT INSIDE OF STAKE 2X UNDISTURBED NATIVE SOIL � �� CINCH TIES OR EQUAL DO NOT TWIST ROOTBALL DIA �� SUB GRADE � NOTE: NOTES: SEE DETAIL 2 FOR PLANTING � 1. BURY BOULDER A MIN. OF 1/3 ITS HEIGHT BELOW AND MATERIA�S SPECIFICATIONS � FINISH GRADE 2. PLACE PER PLAN AND LANDSCAPE � ARCHITECTS DIRECTION C� BOULDER DETAIL ROOT BARRIER PLAN VIEW � ROOT BARRIER SECTION G 13 DOUBLE STAKE PLAN VIEW � � � DOUBLE STAKE SECTION G � SCALE: NO SCALE �� ' NO SCALE � SCALE: NO SCALE SCALE: NO SCALE �o �g �0 G.C.TYPE A� 1. LANDSCAPE PLANS ARF DIAGRAMMATIC FOR CLARITY OF READING. PLANTING IS TO BE �OO a G3L�SMD�U��I�Q�M�Gv�Q��I� DQ I�C� G.C.TYPE B ADJLTsTED IN FIELD. PLAN CHECK 03 / 08 / 04 �� 2. PLANT QUANTITY LIST IS PROVIDED FOR TNE CONVFNTENCF OF THE CONTRACTOR/CLIENT AND Q CITY MARK-UP CORRECTIONS 04 / 28 / 04 � � IS NOT INTENDED FOR ACCURATE BIDDING PURPOSES. 3 MOUNDING AND ROUGH GRADE TO 1/lOFT. TO BE PROVIDED BY OTHERS. FINISH GRADE TO � � PLAN CHECK CORRECTIONS 06 / 25 / 04 � b � � BE PRO�'IDED BY LANDSCAPE CONTRACTOR. 4 WHERE MOUNDING OCCL`RS ADJACENT TO STREET OR WALKS, SWALES SHALL BE F'ORME NO DEEPER THAN 2") � SHRUB ALONG THE STREET OR WALK TO CONTROL IRRIGATION RUN OFF'. � _ I � 5 BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRADED IN AN -- EARTH WATERING BASIN a s e e ACCEPTABLE MANNER TO 9SSURE POSITIVE DRAINAGE. --- � [RAKE SMOOTH PRIOR TO 6. SEPARa'rE ALL ANNUAL AND SHRUB/GROUNDCOVER AREAS FROM LAWN AREAS WITH PLANTING GROUND COVER] \\ HEADERBOARD AS SPECIFIED OR APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE X ° ° / 7 WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5'(FIVE FEET) TO AN �'— � EDGE OF PAVING, HEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5' OF [� � X p�J HARDSCAPE SURFACE (EDGE OF SIDEWALK, WALLS, CURBS, ETC.) MUST HAVE LINEAR C� ROOTBALL � e � \� � ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURE'S i DI� � � PAL�II DESERT LANDSCAPE MANAGERT (SEE DETAID THIS SHEET�IRECTIVE OF CITY OF � __ �I B DO NOT PLANT SHRUBS CLOSER THAN 3'(THREE FEET) TO �— �, ,f '`�� — ROOTBALL, SET CROWN 2 EQUAL _ AN EDGE OF PAVING OR HEADERBOARD, AND 30" FROM LANDSCAPE LIGHT FIXTURE. � I e FLUSH W/FIN SH GRADE LEGEND i 2X — 1. BACK OF CURB OR EDGE OF PAVING 9 REMOVE ESPALIERED PL9NTS FROM THEIR TRAINING FRAI�4EWORKS AND ATTACH TO THE WALL — � — — UNDISTURBED NATIVE SOIL ' � 2. PLANT LOCATION ACxAINST WHICH THEY ARE PLANTED. AT1'ACH PLANTS IN THE SA1�4E PATTERN IN WHICH THEY � ROOTBALL DIA xavE BEEN 'ruAtNED. NOTES: 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING(TRIANGULAR)UNLESS 10. IF REQUIRED, THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO THE OTHERWISE INDICATED ON PLANS:SEE LEGEND APPROPRIATE PL9NNING AND AGRICULTURE DEPAR'I'MENTS PRIOR TO SliBMITTAL FOR �p e FORSPACING REQUIREMENTS. BUILDING PERMIT�. H O LT A RC H I T E CTS 2. KEEP TREES 5'-0"FROM HARDSCAPE SHRUBS 3'-0"FR M RD CAPE EDGES 11. BEFORE BACKFILLING THE ROOT BALL, WATER THE PLANT IN THE HOLE AND THEN ARCH ITECTU RE AN D PLAN N I NG PROCEED WITH BACKFILLING. D 1 SHRUB PLANTING p 5 SRUB & G.C. D� DETAIL ___ __ SCALE: NO SCALE SCALE: NO SCALE sca�E: LIGHTING NOTES 41-555 COOK ST ❑ STE 1-100 ❑ PALM DESERT,CA 92211 ❑ PHONE (760)346-9248 � TYPE: SYMBOL: CODE: COMMON NAME: BOTANICAL NAME: QTY: DETAILS SIZE: WATER USAGE COMMENTS l. ALL woRK aND MA'rER1aLs SHaLL CONFORM 'ro LocAL CODEs �ND aRE SUBJECT To TIMOTHY M.HOLT,A.I.A.,ARCHITECT C] JOHN E.HOIT,A.I.A.,ARCHITECTO WWW.HOLTARCHITECTS.NET APPROVAL BY THE LANDSCAPE ARCHITECT OR OTHER REPRESENTATIVE OF OWNER. TREES _ / _ ,� ��-� MQ EXISTING TREES LOW 2. ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. ACTUAL � LOCATIONS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE LaNDSCAPE , � I ARCHITECT AFTER TREES HAVE BEEN PLANTED. 1 � � NEW SITE WALL & FENCE FOR: � 3, QUAI�iTITIES LISTED ARE FDR TI�E �DATI'EATIEAirE �JF THE L'DNTRACTOR ONLY AND ARE NOT \ INTENDED FOR ACCURATE BIDDING USE. x RT � �^ � 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5'(FIVE FEET) FROM POOL,SPA, D H EA ' LAKE OR FOUNTAIN EDGE. ALL LIGHTS TO BE INSTALLED WITHIN 10' TEN FEE'P OF WATERS A E g BLUE PALE VERDE CERCIDIUM FLORIDUM G5, G9, 24�� LOW EDGE To HA�E GFI. � � PV 4 G13, G17, B�X �. INSTALL CONVENIENCE OLTLETS AS LOW AS LOC9L CODES PER14IT. �■■� z A13 , ■ ■ R H � � � ABUTILON PALMERI 6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING AREAS SO AS NOT PO INTERFERE i � SHRUBS: � �� qgp INDIAN MALLOW 14 D1, D5, A13 GA LOW WITH PLANT HOLE EXCAVATION. CONDUITS IN THE WAY OF TREE HOLES SHALL B� "' ' � RELOCATED AT No EXTRA CHARGE 43-775 DEEP CANYON ROAD M � � d (� CAC BAJA FAIRY DUSTER CALLIANDRA CALIFORNIA 5 1, D5, A13 GAL LOW/MOD � x o 7 A EAS.FIXTURES ARE TO BE LOCATED 6"(SIX INCHES} FROM THE EDGE OF PAVTNG AND LAWN � PALM DESERT, CALIFORNIA 92260 �' x LZ MARRON'TM LEUCOPHYLLU cG� � ~� IMARRON' 5 D1, D5, A13 GAL LOW/MOD DRAWINGTITLE o a O 8 OCATED PRIOR TOEINSTALLAT ON. WITH TIMER SHUT-OFF. MANUAL OVERRIDE SWITCH TO BE N - PLANTING PLAN & DETAILS � ro BOULDERS: � BLD CRESTA � 13 G1, A13 MATCH EXISTING ON FLUORINE �. aLL LtGHT FIxTtiRES To BE INSTaLLED PER M�NtiFaCTUR�R's sPEctF'tc�TtoNs. N ,.�{ � �, . GROUNDCOVER: (� LAM PURPLE LANTIANA LANTANA MONTEVIDENSIS 7 D1, D5, D13 GAL MOD 10. Mot1N`r FtxTtiREs as Low AS PosSIBL�.. SCREEN (wxERE POSSIr3L�) w1`rH PLaN'rtNG. sEA� PROJ�CTNUMBER SHS.003 � W �'� /� YELLOW LANTANA LANTANA'NEW GOLD' 2 D1, D5, D13 GAL MOD 11. aLL CONDu1'r 'co BE SCx 4o PVC wi`rH GALVANIZFD 90 RtsERS. uSE B�LL S.P. GALvaNIZED �� ED AR h � � LNG �� /� SCALE � a 3 `�--1 . STEEL UL LISTED EXTERIOR BELOW GRADE JUNCTION BOXES. � �`�� a .� � OBM PRIMROSE PRIMULA SIEBOLDII � � �-� 18 GAL LOW G�"��Y _M•y�� AS SHOWN � � '� 12. ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTRACTOR. �� 't3 FC N o =" � t°: LIGHTING PLAN INDICATES FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN �e. /�� }� DRAWING NUMBER J I o � w Q MGF MOJAVE GOLD FINES 3/8" - WETTED ROLLED COMPACTED TO 2" DEPTH ELECTRtcAL PLaN. �' � � E� �' ' ' 1 '� No.C12576 * � r j o Nj��. REN.05/05 s/ �� = i .. L1 00 0 Q � ; PLANTING LEGEND - � PLANTING AND LIGHT NOTES ��'F�� Fo�"� f / H a � A � SCALE: NO SCALE A 13 SCALE: NO SCALE , ;, � � o �c � � H U x o '��F C P � ORIGINAL DATE ISSUEo FOR: P�N CHECK a � � � � � � � 6 � � o a �� 03 / 08 / 04 06/25/04 g �0 �� 4 �� 6 . \ � / ' �� j��Q� � �� `�� i � � � � ! � � I ��1� � � I��) � � �� t � � ''� � - , � , , ; I i� , RESTORE FUNCTION OF PPROX. 50'-0" LST/ � � I � ' EXISTING IRRIGATION � OF BUILDiNG � ( I SYSTEM TO EXISTING I ,I — SLANDS � EXISTING CONTROLLER ; � 0 APPROX. 250'-0"NORTH � � EXISTING ISOLATIO \,Pi7 OF F.O.C. ' I � GATE VALVE,APPR X. ` d � 250'-0"NORTH OF F. .C. V � � % SYM MA UF CTURER & MO PSI GPM I R M � — -�- __ , I � I B LL A U I � / /,. — IV I O TION VALUE F L Y PORTED � � �' � �--.-- � p � �-- � �� . RAINBIR 140� UBBLER 30 4•2S 0 G1, D1, A13 Q , � � � - � i� V� � �, A --i � -� _ I �i' �, _ � � RAINBIRD X-B 10 EMITTER G5, A13 30 1GPH 0 G5, A13 � � � / RUN A SPARE WIRE TO ' C A5 IEXISTING VALVES Eac V LUE(TYP) �" 3 �—EN�oF ��NE RA NBIRD 33 SERIESR 4XIST1 NG C API FCH-H-FHT SELF FLUSHING END VALVE - - �` � STING T NE � - � �+ , /, @ END OF LINE BOX PRE=�V�QQL � ? RAINBIRD XCZ-100-COM CONTROL ZONE KIT G17, A13 � TO BE TAN IN COLOR ' � �� A �LEEVE I PRACTICAL) � � �� IN AREA. �', �� 1 3 . �., � �.�, � 1 ,` \ �J�`�h I �� ,I ,` � _ I � ' ------ -- ---- --- �-- ------ . � �_____ . ____ ____ ___ _ RAINBIRD PEB SERIES VALVES D1, A13 l,�----- � ., •� . ; � � � ,v ;,�, ,� ��- �: � � I I� � `�� `�� r �� , �� '�' RAINBIRD 33 SERIES G13 BOX COVER SHALL BE � �1' � � ' I _ -Q TAN IN MOJAVE GOLD � �� , � , � � � � _ _ •�,�' i -- �' \ � � � \ �' � \ I� ` .�\w � �A VALVE STATION RUN A SPARE WIFtE TO \ � � I �� i � � — �'�� ' � ---' _.__ �" 3 GPM/GPH /VALVE SIZE Ee4CH VALVE � �� --- I � - -.._._, �_ I � � -..�.._�., � � _ "'�--...�� _ — — — ---------------------- --------- --- -------- �-------------____ -....,�__ _ MAINLINESCH40PVCPIPE �- ————————— _ �——— J.G.. _ ____,_____-- �"'-�'----�� c � — —_____ --...._,,., ___,_ LATERAL LINES CLASS 200 PVC IPE � �" --------- � --'------_ — — -------•----- _____________ ____ - -----• NOTES: `"--- � '�---- -_ E I C. S I O L T PONSIBILITY OF IRRIGATION CONTRACTOR. �--EXISTING MAIN LINE -"""---_�� -----___________________ _______—_ —__— 2. SL E E ND RALLHARD C P . SLEE E O E1-1 TI SZEOFPIPE � � � fi.� W W N K � IRRIGATION LEGEND K 1 �RRIGATION PLA SCALE: 1/16"= 1'-0" SCALE: NO i _ �Y-FI�TER APPLIED ENG.(OR EQUAL)ROUND PLASTIC o I BOX&COVER.COLOR TO MATCH SURROUNDING SOIL. Q ° O � � RCv USE LAVENDER BOX FOR RECLAIMED � o 0 o WATER APPLICATION. � � o e� � o ° 0 a ( ) ( � h(6U�( LEGEND � AMIAD 39110 WYE FILTER 0 0 0 � APPLIED ENG.(OR EQUAL)12"x18"PLASTIC BOX FINISH GRADE &COVER W/LOCK TOP MARKED IRRIGATION j I 2 0 o CONTROL VALVE.COLOR TO MATCH SURROUNDING iSOIL.USE LAVENDER BOX FOR RECLAIMED WATER I � �p - 1. BOWSMIT S 0 SERIES E ITTER e PRESSURE REGULATION o APPLICATION. FINISHED GRADE � 3 2. RISER - FLUSHING END CAP MAIN LATERAL LINE � J��v��^"'y,� , ��^"" LENGTH AS �. VARIES SEE PLANTING SPACING ON PLANTING LEGEND r �y,F� � s��" MAX WIDTH 12' 4 3. MO AVE GOLD FINES. ��(� EMITTER I'll'E SIZING CHART - SENNIN PRESSURE REGULATOR } PVC SCHEDULE 80 RISER N I 4. FINISH GRADE. i/z" PtPi? 0 TO 180 GPH � RAINBIRD PEB- OOS RIE VAIVE 3/4" PIPI�'� 181 TO 360 GPH 4"THREADED NIPPLE � � PVC SCHEDULE 40 STREET e 1" PtPE ssi To aao cPx � ELLS 5. NfPPL SCHEDULE 80 1-1/4" Pii�i�; a4i To i44o GPx � Fu��PORT BA�� ELL �,� Q 6 6. RAIN BIRD MODEL#FRA-050 POLY FLEX ' `" RISER ADAPTER. STREET ELL � I 5 7 `' 1. INSTALL ONE EMITTER I'I;R PLANT (UNLESS OTHERWISE NOTED) AT UP STREET ELL �� HILL SIDE OF EACH PI,:iNT. O 6 Op � e� PEAGRAVEL � PVC SCHEDULE 40 TEE OR ELL �• PVC PIPE(DEPTH PER SPECIFICATIONS). TEE(THREADED OUTLET) 12"THREADED NIPPLE e TO MAINLINE 2. DUE TO THE HIGH QUr\N'fIT1ES OF EMITTERS, ALL EMITTERS ARE NOT � e�o °P `f � o ° SHOWN ON PLAN. IT SII:\LL BE THE IRRIGATION CONTRACTORS CLASS 200 PVC LATERAL PIPING RESPONSIBILITY TO CON^ULT WITH LANDSCAPE ARCHITECT TO OBTAIN THE ACTUAL NUMBER 01' PLANTS FOR THE PROJECT. Q 2 � I 3. IT SHALL BE THE IRRIQ:\'CION CONTRACTOR'S RESPONSIBILITY TO C� ACCURATELY PIPE SIZI? ALL EMITTER PIPE SIZE CHART SH04V`N ON PLANS. DRIP EMITTER TYPICAL EMITTER LAYOUT QUICK COUPLER VALVE G 17 DRIP VALVE SHRUB HEAD G � 3 SCALE: NO SCALE SCALE: NO SCALE �� SCALE: NO SCAI.E �� SCALE: NO SCALE SCALE: NO SCALE G 1 �n �n� pq �n2nn �(� �ngn �� /� I1V�a W�G��DI1V��c�JV�IJVI1��IIU� �Gi1�� PLAN CHECK 03 / 08 / 04 1Q CITY MARK-UP CORRECTIONS 04 / 28 / 04 , ----- --- - EDGE OF WALLNVALK � , SPRINKLER IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION 11 . 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS � - - G� [APPLIES ONLY WHEN ON A SEPARATE CIRCUIT BREAKER. IRRIGATION CONTRACTOR SHALL � PLAN CHECK CORRECTIONS 06 / 25 / 04 ;' OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. A D J A C E N T] M A I N L I N E A N D L A T E R A L S S H A L L B E P L ACED IN SAME TRENCH WHEN BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. _ _ %�� CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S { ; POSSIBLE. EQUIPMENT SHOWN IN PAVE D A R E A S I S F O R D E S I G N ' , - - BUBBLER HEAD AUTHORIZED REPRESENTATIVE. , CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTED AREAS. �'� ^X =�� -- - P.V.C. RISER �' �C � INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT 'I 2. LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR - -- -- --- FINISH GRAQE 2• ,� , � �'� ' ,, _;__•..�___.___ - - REQUIRED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED DETAILS, STANDARDS OF MATERIALS AND WORKMANSHIP. � �' ' � ; _� ; ---- -- - ---- PVC STREET ELL BY THE IRRIGATION CONTRACTOR. � - � I N � SPECIAL NOTES C� �, � - - PVC ELL 3, ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH __ \ ' Q ' / ----- FLEX-RISER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. � . SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED NEXT TO . i � � � ,, ' � � A WALL, A FENCE OR OTHER AREA WHERE THEY ARE OUT OF CLEAR _ _ ;• o ,, ' � � I-- LATERAL LINE WITH 4. BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE VIEW. AN APPROPRIATE HEIGHT PROP-UP SPRINKLER SHALL BE - — � , _, / � � PVC TEE OR ELL WITH LOCAL CODES. INSTALLED ADJACENT TO ALL WALKS, DRIVES, PATIO AREAS AND ALL ��; � � I � �� AREAS PEDESTRIAN TRAFFIC. FINAL INSTALLATION IN LAWN � --�— O rj, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SHALL BE FLUSH AND IN SHRUB BEDS ONE INCH ABOVE GRADE. Q WORKMANSHIP DURING INSTALLATION � 2, CONTRACTOR SHALL PROVIDE TWO BUBBLERS AT THE EDGE OF THE ° H O LT A RC H I T E CT S 6, ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24" ARCH ITECTU RE AN D PLAN N I NG UNDER ROADS AND STREETS, AND 24" IF RUBBER RING SEALED ROOT BALL FOR EACH FIELD GROWN OR 24"AND LARGER BOXED TREE �L DETAIL PIPE). ALL LATERAL PIPING SHALL BE TRENCHED A MINIMUM OF OR AND OTHER TREE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. BUBBLER HEAD DETA D 5 D1 SCALE: NO SCALE SCALE: NO SCALE 12" DEEP. ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND SEE OI �tR SIWItLA-R 'D�T/°�IL• 41-555 COOK ST ❑ STE 1-100 � PALM DESERT,CA 92211 ❑ PHONE (760) 346-924 STEETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. T�nnorHY M.Ho�T,A.I.A.,ARCHITECT ❑ JOHN E.HOLT,A.I.A.,ARCHITECTO WWW.HOLTARCHITECTS.NET APPLIED ENG. (OR EQUAL) ROUND PLASTIC 7. �+►LL VALVE CON�ROL WIRE SHALL BE INSTALLED IN SAME TRENCH � NEW SITE WALL & FENCE FOR: (� NOTE: BOX&COVER.COLOR TO MATCH WITH MAINLINE WHEREEVER POSSIBLE AND SHALL BE SOLID COPPER, � INSTALL AT LOWEST POINT SURROUNafiVG SOI�. QWG �#T4, TYPE U�, DiRECT��fZtR� �r�Z�, ��t�G SWAPTITE OR AND/OR AT END OF LATERAL USE LAVENDER BOX FOR RECLAIMED � WATER APPLICATION. SCOTCH-LOC WIRE CONNECTORS. " � � A R , � PIPING AS NEEDED. , � ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, � FINISH GRADE $' AND CEMENT CONTAINERS AND RAGS. R VENT H i g TRASH, GLASS, SOL z CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO �' � � PVC LATERAL LINE THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING 0 43-775 DEEP CANYON ROAD � M SEE PLAN FOR SIZE `� o o A.P. CEFCH ANY SETTLED TRENCHES BACK TO FINISH GRADE. o PALM DESERT, CALIFORNIA 92260 � 0 i � FLUSHING END VALVE / 11 DRAWIN TIT o � FILL BOX WITH 1/2 PEA GRAVEL CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING I RRI GATI O N P LAN & D ETAI LS o a 9� SPRINKLER HEADS. N � ` PROJECT NUMBER � \ � N ,'3 � O. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL � SHS.O � � ��\ SCALE � � .� ELECTRIC VALVES AND INSTALL ANTI-DRAIN VALVES AS NECESSARY //��o�� M'ti��ri� AS SHOWN � � TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. �� o � \ a � e� I � �' , I DRAWING NUMBER ro ra� � ' � w � �° \ N REN.05/05 � 1�[ No.C12576 * I � O Q �' � N � � � � �� , �? � � w o \��0 I W � � DETAIL SEL,F FLUSHING END VALVE GENERAL INSTALLATION NOTES A9 \� �F CP`�' ORIGINALDATE ISSUEDFOR: �' � x A � SCALE: NO SCALE A5 SCALE. NO SCALE SCALE: NO SCALE ��-_% PLAN CHECK H a � 03 / 08 / 04 06/25/04 a � / � � 4 � 6 � o g �O �� 6 �� . a `" � � ( ` , � . . , . . . 4.. . , . � . ' • , . �I �� r� �i (� 7l' � � �i� �111 �� I� 11�4 �� 11� �I� �I� 11� `� .-_ r_.-- i � � � I r � �--� i ' � I �:� _ _ / _ - . _ -� _ . ___ __ � �I l�J � �� ______ _ _ _____. _ ___ ._ � i ` w � � � � i � _ Z � ' , i i� i i J � 1 i - - I I � 1 .._---.... __._.._._._ __._._... ._____ .. _------------ ---- --- -- ----._. ___.--__....__- --____�-- - � -- ___ __..__ �___.._.__. _. � j ' O 1 I Q' I n --- �---- . ... ... � ; � j i fc�' , Un � W , --.._- _- � ' 1 I � W ° ' ' --- ' � � i � � a' n --- - ------- - ---- ' I 1 � j I Z � � W � � � ; ; I ;; � , , � t -- -- ; i (r � -m---��-�-- ---___--- -�--�-, ; i ;� . . i ii � � :� / i � i i i �� i' � Q � ; i � i i � � ------- ---�---i '�.�-i i �� W �) NEW STRI NG �� i � � �'� �I � � � � � � ----� � i i I� j . . �� j � jl � �� 1 � \ �� \ � o -- J) NE STRIPING � i � i i ' i � i p � -/ p � 17 .00 � � REMOVE TRIPE& 17 .00 ��s.00 eP� 17 .00 -� \ � � I � I � � ( Exist.planter curb Exist.planter curb � � �F�cist.planter curb J I � I I � I � � REPAIR URFACE \ , �»�Z� R MOVE STRIPE& / i ; � i i � ; i � � I i � ��7g,� .� (177.S6EP) (177J2EP) � � R PAIR SURFACE � i i i ' i i � ' O ❑ (178.47 EP) (178.72 EP) (77.83 EP) � � � J ' REMOV EXISTING 17 00 REMOVE XI ING CURB&ASPHALT SAW OCUT EXISTING ASPHALT EXISTING ; ' ' ' ; ' ' ; � R MOVE EXISTING CUR � i i i i i i � 1 Existing paved parkin9 SAW CUT EXISTING ASPHALT FOR NEW DSCAPE AREA � I I I � I � I � I C RB&AS HALTFOR - - - - - - - - - - - - - - - i i � area FOR NEW CURB ASPHALT FOR NEW � � � � � � � W CUR &GUTTER _ ^?� G13 FOR NEW CURB URB,GUTTER, �"'� /�'� I ;I � i i i i i i Exist.paved parking area 1 � I � I � , � � O MAT H EXISTING � _ - - - � --- RELOCATE NEW CURB c�3 P�E�V�H V�L 1 STOP SIGN ��P�_.... . _... - - - - RIGATION&LA N I.� � i i i i i j � ' � u wn��&F Nce - - - - _ _ I REA TO MATCHW i� i i i i � _ � �� I _ ... I ( � (178.76TC) NEW XISTING % \ (Ej i � � i i i / (178.33 FL) � (n'P) I �� I �i � QP1 i i i i (E) � � � , 1�7.es) � � � � i i i � � � L- - - - - - -, � , -- - - - - - J VERIFY LOCATION OF NEW SICIEWALK �\ �� (E} � �\ i i ON i i (180.07TC) � --- - - - x " / -- - - - - - i \ I � I �� • � \ 179.42 EP � (177.75) � EXISTING MATCH E?CIST �.,___,� Gf�NNQQ � \ � i i i � EMOVE PORTION � �� s.�3 EP� r � UNDERGROUND - �� (E} n i i , j(��jJ O ISTING FENCE � I is'r'p� `,` �jst.rip rap A1 f \� ` � �� I � I / .� � UTILITIES PRIOR TO � � CQNDO ii � i i �IEW FENCE TO � � � (179.33T G9 (180.14TC) `` c»a.esr � NEW IRRIGATI4N�LAWIV ` �� II I � � x(179.80) �, � NEW CURB(TYP) MATCH EXIST I (178.88 EP • �� (178.18 EP � , e,a�� EXCAVATION(TYP) ,� - e�� AREA TO MATGH EXISI'11VG � ��`� ii i i ; 1 �1 . � i (1 .24 E ) 179.77 EP 1 Q (177.89 EP) w�n F,d,y„9 �� I � 1 � / � Lt.."atd,�a I - - •....... ................ .......... .. naronnr \ \ I � � CHAIN LINK FENCE E � � �i i i i • / i _ � (178.49TC) _(178.22EP)� REMOVE EXISTING ( � \ \ \ i� i E i � NE I ATION AREA / \ ' ---- I • - - -- ------- �-- _ • I ` � �' � � i / � . _ _ -------- -- -- � . 0 �--•_ _(177.98EP) , � &BUSHES 179.8� ��(179.68) � / ` - - - _ _ - � _ _ _ _ _ _ _ _ _ _ _ = fsl 6aaun9 �'� � � I� I {��}` I I � EXP JT � . i EXP JT (��s.��rc� , CdNDO �\ �\ ii i { � i i , Exist.sidewa�k � � Trafrie (179.84 FS) 179.80TC) �� Pe�m° e�,�e � / � � �� I Signal Box EXP JT (179 87j �� i (178 9 FG) I i � � I � I � I / \ �� I �� .• • � �� mn. � � � �i �\ �� i I I I 79.75 FSj n40 F3) ; Exist.conc..walkway � � � � � � I NEW CMU WALL& ��sc s�aawaik �p�T (»a.00j" �� 1 9.6 FG) l I \\\\\ '____-- / I I � '---..._ ^ .:;�:;..:.:�.::::;:�::�t,:;:;:; i N�W CMU WALL& �-•` .::.:::�::::�::�:�::::::�;�:., i . FENCE(TYP) (179 54 TC) exist catch basin exist.curb s�gutter (179.59 TC) FENCE(TYP) `i��; ' (179.98 ��...��,��_ ::� inlet ��9.se Tc EXP JT � �s�� (178.85,F') (179.2 FG) o I j --------� �/ � � (�� (9)EdeBny �180.0� "�� Tal.dser � I �'� � . I � WII EJ(IS�.CUIf1 -� Pelme �.�� I �t EW SIDEWALK � 9ut0er $ � (179.99) ��'�'��---�•��,��PROPERTY LINE � � RE IDE E • i � �wn.�ia.w.uc i INFILL(TYP) � '-"�------ •___ NEW LANDSCAPE&IRRIGATION AREA 179.87TC _I I i • i ' • NEW CMU WALL 8 FENCE TO MATCH CLASSROOM ADDITION i i i - m,P) 179.86 TC I I � I I � � I I 25'-2 11l16" 21'-7 5!8" 40'-0" 40'-0" 64'-3 13/16" 40'-0" _40'-0" 40'-0" 16'-0" i 20'-8" '�i i i � i (179.90 TC) 179.93 TC � I j .. ��}� � I ' PILASTERS&CMU WALL WITH FENCE PILASTERS&CMU WALL WITH FENCE FU L HEIGHT EXISTING FULL HEIGHT � ' � ' - NEW SIDEWALK INFILL TYP i i RE !Qf CE G �$ ' � i ' i � ( ) CMU WALL CMU WALL i i ; i i i STREET � i i __� � I CENTERLINE(TYP) `�' ct '48 i i --"---- � � G' FRED WARING DRIVE - --- 1r I � NEW CMU PILASTER � I LASSROC�M �� " �� I I � � NEW CM�P)LASTER NEW CMU WALL �' 1 j I j � . � I� n p p�p p p�p � I � � II� II II II II II � II II � � � � I j � ---- I � � �i��-----------------� I � � � t � � I I � i �I �_� � . .� � .. . . � i I I � I � � Ij t � � � i i �I _ � t� . . � I I --'i � �i � . . Cr��'RCr�. . I I � I I I � � I j� � il � . . . �. I /� �-�• � ' . I I ' --�_ y � i i� -- � � PAS�TfJF�4L i i � i i i� �I E i i � --__ -�_.. i i �� ; CENTER i \ �\1 GS � . J� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i i ii °i � � i i \ i � ii ° �I � � i i_ SITE PLAN I � �I � i � ; � i I j� ----------i� II\I K 1 SCALE: 1/16"= 1'-0" � i �i �� , � i � ; li i SITE PLAN � i � �� i � � � , II EXPAN � � B�EN � � � ': :� : :.::.: ; � :: SEALAN 6�� I ' � ' ' � � �` ` ,�-,�.'=�-�. : � _ i ' ' i i i � TUBULAR STEEL FENCE: "r � R EXISTIN --i i i ___� i Q I A1 A11 MATCH EXISTING SIZES, ° �� ` , ',�j - SPACING,&ATTACHMENT �. . ,: i.. .e. N CONCRETE W/ 1-1/2 LBS OF ---' i i � i � ; __ -- (� � �;, .� �;; POLYPROPYLENE BY FIBERMESH u� i z � _" � � ,' PER CUBIC YARD � , ' ,I�` ��. . .... . � - - - - (. ..� �EXISTW � i �. - I . z I -� .� :.i I ,�' °� � (1)#5 CONT W � ' v i I '�;� ,�.; �'..�� NEW TO I Z l�l � W i � ' O PRE$CWOQ i o � �I : = •, �;,; " MATCH EX�ST ASPHALT � � � � o , i _ . _ , , � � &BASE , � 1 - � a �� .• �� -__ � i i �i] 00 `.i. �- =�r- - � - - - -'i: - -y. 2500 PS � i ; � c0 . __ PROJECT AREA i I � °� �, � l� i I i . .. . . . . , . , . . ... . , .'_ ' ...i . . . , , .. . ' '' . , . .. � 5 D � . , . .. . .. � `. . ; , , . . . . . . � � � ) , � . �;- �::: PER SITE PLAN , ., .. , . ... . . .. . . . . .. . 4 # � / ,1 �� \ � - '�' `� . �''.; + � ' _ ---- ' �� °0 ti. / � FRED WARING DRIVE I I ; ` 8'SPLIT-FACE CMU WALL W/ , '�-•=�'-'�= T-3��'�-��y-r R� (4)#5 E � . CONCRETE CAP. MATCH EXISTING � ' g° ^ � 1 �.. .. . . . . ,. . °. . . .. . . • . . MATERIALS. GROUT SOLID. ' � � EXISTIN K� ---------------------=---=-_-=-=-_----- 1 \ --- , I 90%CO �' ---------------- I C� � � \��-r�� TYPICAL FENCE ELEVATION CMU PILASTER PLAN � 3 GURB DETAIL � � 7 CAMPUS PLAN , „_ , „ �� SCALE: 1"= 1' 0" G SCALE: 1 1/2"= 1'-0" SCALE: NO SCALE G � SCALE. 1/4 - 1 -0 �o �� Oo �lOo o I�CM��1�9�M o MM��O[�� DQ�'C� 1 PLAN CHECK 03 / 08 / 04 � � >:_< � CONCRETE CAP: MATCH EXISTING TYPE `.:.. . . :.. . .. :::::. :. _ _ - _ - _ - _ - G1 TUBULAR STEEL FENCE TO MATCH EXISTING ^ �''� - '� ' (3)#3 TIES AT 2"OC TOP � --- � tl _< :'�" ' ;.: ;,, :. -(2)#5 s CONT AT TOP � '�" '-' �'-'`'' � � 16"SQ SPLIT-FACE CMU PILASTER W/ � 'I: � :.` :,..' ;�I: �. . A1 c.:; .,. :::. ,., ,.. ... :. , ''=� � . CONCRETE CAP. MATCH EXISTING � [� :. �:: :.":: > :::;:,: : :.:'�:: :. --- ' 16"SQ CMU PILASTER. MATCH EXIST `1. � 8"SPLIT-FACE CMU WALL '��'' � �T' �: SPLIT-FACE. GROUT SOLID(TYP) ' W/CONCRETE CAP. MATERIAL. GROUT SOLID. ': `f:: `Y: MATCH EXISTING MATERIAL. I � �: �:' �: .e:: �' :'E'° GROUT SOLID. #5's AT 24"OC EACH WAY& i� � �°+ � • (1)#5 AT TOP CONT f�- : ' ;, �'. (4)#5's VERTICAL W/#3 TIES AT 8"OC(TYP) I � �' � #5's AT 24"OC EACH WAY. _ ' 8"SPLIT-FACE CMU WALL W/CONCRETE CAP. .. .... . .. . .... ... . y. CENTER IN WALL. O0 � MATCH EXISTING MATERIAL. GROUT SOLID. d;: �;� ;. PER SITE PLAN � '::�.:P:::o:. PER SITE PLAN �.j ,��: ,� EXISTING _ _ _ :°y l•.s : INFILL SIDEWALK W/EXPANSION JOINT � � EXPANSION JOINT MATERIA�W/ ' Y H 4 LT A RC H I T E CTS SEALANT 'k � MATERIAL&SEALANT � �'I � EXISTING SIDEWALK �r � ��. EXISTING SIDEWALK �:i � ; Z i� ARCH ITECTU RE AN D PLAN N I NG �' ` � � � � � NEW TOPSOIL AND LANDSCAPE Z ��. ....:.. s�' J. .. �`�.•: o � .�. � 41-555 COOK ST a STE 1-100 a PALM DESERT,CA 92211 ❑ PHONE (760) 346-9248 � � . � '� .. o (��... :-,. ��-'-...��I ; PER SITE PLAN R �� 1 : N (� ' � G13 NEW OR EXISTING CURB AS N .� I ' ' I�., �EXISTING __ _ � I. : � _EXISTING� Z �� ___ OCCURS TIMOTHY M. HOLT,A.I.A.,ARCHITECT O JOHN E. HOLT,A.I.A.,ARCHITECTO WWW.HOLTARCHITECTS.NET Z 'I.� � , ��:I> co �:' � , . . NEW SIDEWALK W/EXPANSION � .� ' � ' , , :.. g , ,i. "� ; NEW TOPSOIL AND LANDSCAPING �� . , . •� . ;; , JOINT MATERIAL AND SEALANT . ��? � p ' � 7 � � � �: , � / . . �. � 2 �,�� , NEW SITE WALL & FENCE FOR: .� . . . � . . . , . . .� . . ..., .. .�.�. . ..• .�: .P� I - - - - - - � �. � � �� ` 2500 PSI MIN)CONCRETE FOOTING . . � • �:• I� ' . �I-° . � � #5's AT 24"OC W/ALT BENDS. LAP x � ` � 4'-0"ABOVE FOOTING �i' "' I i T � ':I :` I , �q a ; 'd , ..- a e . , „ � . . . EA . H � T. . . r . R ED . A , : ;.: ... :, ,. . :.:: . . . . ... :; .,._:..: , .,.�::.., ; ... ..' :.._ ,';.::.. . .,... ..:.:. -.: Y:.;.. r �: :-,-: : ::':-:�: . #5sAT24 OC , . ., _� . . . . .:. . . :. ... . . .;. . ... . . . r-� .:: .. . . ..: ... ..�.,r: ... . .,. ; ...... .,. .,.. ... .:.:. . ... ., .,. ,, . ., .,. ..o. : •, . . . .. � n ;... ':e.::'... ......��'... ..... . �...,,.... . , . U �Q a , i � i ,.1. , (4)#5 DOWELS LAP 4-0 ABV FOOTING � .I .` 2500 PSI (MIN)CONCRETE FOOTING � � '� 'I + J r- - - y� = y - (3)#5's CONT BOTTOM v ,� ..,_: ....a::. �.. , `�+ . ' .. . ' . . . . #5's AT 12"OC HORZ CONT � � � . H R � :l . � � �� . . _ _ a z J , -. - -.� �_.� � . �... : :,:.`..�,., ... , �;:,:; .;: in M TING �� 3000 PS ( I ) ONCRETE FOO o ir,r.,�: ,� �s�,., .��., _..,.�,.�, �.r, (4)#5 EACH WAY TOP AND BOTTOM I M N C �n U '-I �"� ` I � � 43-775 DEEP CANY4N ROAD a '�, o EXISTWG EARTHWORK o 0 o EXISTING EARTHWORK � � v� C� :- E 9 0%C O M P A C T E D G R A D E � �- 9 0%C O MPACTEDGRADE PALM DESERT CALIFORNIA 92260 � '' 90%COMPACTED GRADE �Ra,wiNc rrr�e o � � PROPERTY LINE N � PROPERTY LINE 2,_6,. ; 2._6�� ' S I T E P LAN & D ETAI LS o � I 4� j � 3 I SEAL PROJECT NUMBER SHS.003 A�, II p,, G j •� �� /� SCALE � a � v ��(�Y M.,�, �� AS SHOWN o .a � a .� Q � � DRAWING NUMBER � �C No.C12576 * Q s a :� � �+ W o � REN.05/05 O�� s � o " H � CMU WALL SECTION CMU WALL WITH FENCE SECTION F �F Q � C M U P I L A S T E R S E C T I 4 No F c P�- HU x A 6 "- ' " A 1 1 S C A L E: 1��_ ��-0�� O R I G I N A L D A T E I S S U E D F O R: H a v� � � SCALE: 1"= 1'-0" SCA�E: 1 - 1 -0 o � � a � � 3 4 � � �7 � � f10 �� 3 �� '9U �I� 03 / 08 / 04 P03N08H04K � a a� � I . . . . . _ .