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HomeMy WebLinkAboutP_5178_S1. THE DEi/ELOPER SHALL PROVIDE A "NONEXCLUSIVE EASEMENT" Wt!EN PUBUC TRAILS AND SIDEWALKS OCCUR OUTSIDE OF THE PUBLIC RIGHT•Of'-WAY. 2. THE DEI/EWPER SHALL PROVIDE EJ\SEMENTS FOR PUBLIC UTIUTiES TM/\Y OCCUR OUTSJOE OF THE PUBUG RIGHT-OF-WAY. 3. AU. WORK SHALL BE IN ACCORDANCE V'.1TH THE U\TEST EDITION OF THE STAl-<OARO SPECIFICATIONS FOR PUBLIC I.YORKS CONSifl:;JCT!ON. THE CITY OF NEWPORT BEACH tA~DSCAPE MANUAL ANO STANDARD PiANS, THE CiiY OF NEvVPORT BEAC~ S1REET OESJGN MANUEL STANDARD ENCROACHMENT CONDff!ONS, AND SPEC!AL REQUIREMENTS OF THE CONSTR.'.JCT!ON PERMIT. INHENEVER SPECIAL REQUIREMENTS CONFUCT ON ANY SUBJECT MATTER, THE Cin' ENGJ~JEER OR HI$ REPR.£SENTAT!V!;: SHALL DETERMINE il'k!ICH SPECIAL R;EQUIREMENT OR CODE WILL GOVERN. 4 THE crrv OF NEM'ORT BEACH INSPECTION SERVICES D!VISlON M\J~T BE NOTiFIED BEFORE STARTING ANY Vl.'ORK. THE CONTRACTOR SHALL AEOUCST A F'RE-JOS MEEllNGAND SU~MlT REOUlR!.":O lTIZMS AT LEASi 48 HOURS IN ADVANCE OF THE MEETING. THE CITY !NSPECTOR. CONTRACTOR, LANO SCAPE ARCHITECT, El"-iGtNEER, ANO DE\'ELOPERS REPRESENTATMC SH/1.lL BE PRESENT TO REVIEW GRADING. IRRIGATION PLA.NT!NG AND RELATED !1'EMS. 5. ALL INSPECTION SHALL BE MADE 8Y THE CITY INSPECTION srnvicec DMSION. THE CONTRACTOR SHALL REQUEST !NSPECTlON AND DELIVER REQUIRED SLIBMITT ALS AT LEAST 48 HOURS IN ADVANCE OF THE TIME INSPECTION !S REQUIRED. NO ITEM SHALL BE COVERED OR ENCLOSED UNTIL rT HAS BEEN INSPE'CTFD AND APPROVED BY T'HF THE CITY INSPEGTOR fACH !TfM SHAL 1. fJE INSPECTED i"Oft CONF"ORMANCS: TO THE PLANS AND SPECIFICATIONS. ANY SU□STiTUTlO'.~S AND Ali.. ~UMP DATA SHALL BE APPROVED BY THE: Cf TY ENGINEER PRICR TO INSTALLA T!ON. !NSTAUATION AND WARRANTY OF ANY APPROVED SUBST!TUTION SHALL SE CONTRACTOR'S RFSPONsmlUTY. ANY CHANGES REQU!RED FOR !NSTAlU~TllJN OF At,;Y APPROVCD suesnn1T1QN MUST :3E MADE TO THE SAtlSFACT!ON OF !HE C!TY. 6. T'HE CONTRACTOR SrlALi. M.A.iNTAnl RECORO CRA\/',IJNGS ON THE Joe SITE SITE AT N.L TiMES, HC SHALL RECORD ACCUAA TEl.Y ON ONE SET ClF R!.:CORD DRA'vV.NGS ALL CHPJ-JGES IN TKE WORK CONSTtTuTING DEPARTURES FROM THE ORIG(NAL DR.AV\t1NGS. ·rHE CHANGES MD DIMENSIONS -SHALL BE RECORDED 1:-.: A t.EG:BLE A.ND VVORK.MAfilLIKE MANNER TO THE·SATISFACTION CF THE CffY !~SPECTOR DIMENSIONS SHALL ee FROM 'r<NO PERMANENT POINT$ OF !'<!:FERENCE (BU!LD!NGS, MONUMENTS, SlDB/'JALKS, CURBS, PAVEMENT$, ETC.) DATA TO BE SHOVVN ON RECORD DRAV,/lNGS SHALL BE RECORDED DAY TO DAY A$ THE PROJECT IS BE!NG iNSTALLEO 7. THE i.Q/';ATION AND PROTECTION OF ALL UTlUT!ES, STRUCTUHES, AND LANCSCP.P!NG 1$ THE RESPONSIBIUTY OF THE PERMITI"EE. e. n-ig CONTPACTOR SHALLOBTA!N ALL NECESSARY O.S.HA PERMITS. 9 THE'DESIGN LANDSCAPE ARCH!TECT SHAU .. PROVIDE ACERTIF1CATE OF CCM?U~.NCE TO THE CffY INSPECTION SERVICES DIVISION PRlOR TO BEGINNING THE f.,-,AINTF.:NANCE PERIOD. 10. PARKWAY DRAINAGE Ai~O COMMON ARE/, DRAINAGE \/-,/ILL NOT BE ALLO\.-VED TO DRAIN ONTO PRNATE PROPER1Y. DMINAGE OVER S!DEWALKS ANIJ PONDtNG iN PARtN'JAYS SHAU. flF. MINIMIZED. NO CONCENTRATED Fl.OW SHAL I. D[ALLO\/JED OVE:R CURBS, SJOEWA~KS. AND PROPERTY UNes. 15 TURF AREAS SHALL HAVE AMJN!MIJM SLOPE OF 2% AND A MAXIMUM SLOPE OF 20% .. ~- 16. ClJT SLOPES-2:i AND-STEEPER, 5 fEET OR MORE IN HElGHT AND Flll. SLOPES 2:1 AND STEEPf:R :) FEET OR MORE iN HEIGHT. SHAI..I. REQUIRE SPECfAl PROVlSIONS TO CONTROL f:.ROSION ANO RUNOFF. "1?. HANDICAP RAMPS SHALE. BE PROVIDCD AS REQUIRED AT STREET lNfERSECT10NSAND AT OTHCR LOCATIONS Vv'HERE THE SiOEWALKS TERMINATE Al f!JLL HEIGHT CURBS, .4ND SHALL COMPLY \rVITH C:TY STANDARDS. 18. A!.L CONCRETE SKA LL BE CONSTRUCiED INITK 1YPE 5. SIX (6} SACK CEMENT UNLESS DEEWED UNNECESSARY BY SULF'H..o\-;'E CONTENT if:STS CONDUCTED BY THE SOILS ENGINEE~ AND REPORTED IN THE PREt.1M!NARY SOILS REPORT. ~S. A 12-lNCH \,,\/IDI= CONCRETE MOV\/Sffirp' ;s REQVlf!:ED ADJ/\CEN7 TO CURB V..HM!N All L,;,NDSCAP'E MEDIANS. AN 8-!NCH CONCRETE MOi!\'STRIP IS REQUiRF.D Ai.DN6 WALLS A.ND FENCES ADJACEMT TO TURF AREAS. A B-iNC:K CONCRE.TE MOWSiRIP IS REOUl~ED Bi:T\·\IEEN TIJRF At'iD·GROUNDCOVER ARt:AS. 21. PERMAN!=NT PO'l,,li:fl:.TC AUTOMATIC CONTROLLERS SH.A.LL BE CONTIN:JOUS AND E:STABUSHE.D PRIOR TO THE BEGINN!!'-lG OF TH1: MAINTENNJCE PERIOD. 23 DURiNG THE MANTENANCE PERIOD, THE ENTIRE PROJECT SHALL BE INSPECTED 1,VEEKl Y. THE IFUl!GATION TfMING AND COVERAGE SHALL BE CHECKED AND ADJUSTED IF NECESSA Tt DURING THE GERMIN.ATION PERIOD. ALL PLANTED AREAS SHALL BE !<EPT NEAT ANO CLEAN AND FREE or ALL ClJPP!NGS, DEBRIS, AND TRASH, All SUBSURFACE DRAINS SHALL BF. PERiDDICALLY FLUSHED V-.UH CLE/!N WATER ""fO ADVOID BUILO-\JP OF S!L T AND DEBRIS. KEEP ALL DRAIN lNU~TS Ct.EAR OF LE'1WES. TRASH, A!-lD OTHER DE8R!S. AU. P.AVH'l AREAS SHALL BE KEPT FREE OF TRASH, DEBRIS. AND $tc.T. 24. BEFORE FINAL ACCEPTANCE, ALL FILTERS AND lRRtGATlON HEADS SHALL BE CLEANED. VAL \fE BOXES AND SPRJNKt.ER.S S!-<AI.I. BE AO,IUSTrn TO HEIGHTS REQUIRED IN RELAT!ON TO FINlSH GRADE. rum: SHALL BE MO'.-\'F.O, EDGED AND \NEEDED, ANO CUPPED AROUND srRINLKER:3, VALVE BOXES AND TREE'S All Pt.ANT M/\TERIA.l NOT SKO\/IIING VIGOR OR WAT HAVE 8Ei:N D~JAAGED SMALL BE Rf PLACED. REDUCED PRE~SURE TVPE UACKflOW PREVENTER.$ SHA1 l BE TESTED !\ND APPROVED 8'( THE G!Ti. 20 ALL UTILtlY COSTS INCURRED PlJRtNG THE MA!NTE"NANCE PERIOD SHALL f.lE THE RESPONSIBtL!1Y OF THE CONTRACTOR. 27, IRRIGATION SYSTEM SHALL Et?. OPtRATEO ro EUMlNATE roGG1NGAI\IO MINIMIZE OVERSPR<\Y AND DISCHARGE ONTO NONLANDSCAPEO ARE.A.S. 28. l~RIG.Al"ION SYSTEMS SHALL PROVlCE UNIFORM COVERAGE THROIJGHOIJT EACrl SYS7EM. 2~. SPRINKLER !-!G\DS USED lN TURFED-PLAY AREAS SK.41..L BE EQUIPPED \MTH PROTECTIVE COVERS. 30. ANTI-DRAIN VALVES (IN UN[ OR UNQE'R SPRINKLER HE.ADS) 8HALl BC INSTALLED ON SLOPE$ GREATER 'fHAN 5% 33. TREES SHAtL BE PLAN1ED A MINIMUM OJSTANCE OF: APPROVED BY: A THREE FEET FROM ANY C1TY MAINTENANCE LIMIT UNE. B. FOUR FEC:T FROM UTILITY INSTALLATIONS INCLUDING, SUT NOT UMiTEO TO. SE\I\IERS, GAS. WATER LINES, METER VALVES, CATCH BASINS. ETC. C TEN FEET FROM DRIVEWAYS D. TEN FEET FROM FIRE HYDRANTS E. T\/vEN1Y FEET FROM UGHT STANDARDS. f. TREE UMBS M\JST HAV~ A CLEARANCE OF 14.5 FEET OVER STREETS. 8 FE~ OVER BICYCU~. TRAilS, AND 7 FEET OVER. PEDESTRIAN-TRAVELED WAYS. C!TV or NEV'/POP..TBEACH j THIS SET OF CF::~::· :::,~~:;T~::::l::::~;;PT ON T!IE I JOB AT ALL rlMES AND IT If:> UNLAWFUL TO MAKE ANY CHANGES OR j AL TERA TIONS ON THE SAME WITHOUT \\IRITTEN PERMISSION FROM ; THE CITY OF NEV'if'ORT BEACH COMMUNITY DEVELO?MEN'T DEPARTMENT j THE STAMPiNG OF THE PLAN AND SPEC1FICAnCNS SH.All NOi BE HELO TO PERMIT OR BE AN APf:'ROVAL OF THE V!OUl,T!ON OF ANY PROVIS1CNS OF A~Y CITY ORi)INAl\!CE OR STATE 1./..VII. APPROVED BY· APPROVED BY: ' 1 I/, I/ ' ' 5317 I ~LJ~ NEV\/PORT BEACH ' PUBLIC WORKS DIRECTOR, RCE 16791 DATE CONTACTS LANDSCAPE ARCHITECT EPT 31872 Ca!nino Capistrano San Juan Capistrano, CA 92675 (714) 661-7127 FAX (714) 248-2599 Project Manager: Todd Johnson Projeci Principal: Richard Vanderwood DEVELOPER ,----·-··--·-· Irvine Community Development Company 550 Newport Center Drive Ne,vport Beach, CA 92660 (714) 720-7200 Project Director: Ken Coulter GEOTECHNiCAL CONSULTANT NMG Geotechnical, Incorporated 17791 Mitchell, Suite d. Irvine, CA 92714 (949) 442-2442 Contact Terri Wright C!VIL ENGINEER MCE Consultants 1100 South Coast Highway, Suite #211 Laguna Beach, CA 92651 (949) 376-6407 Contact: Richard Moore UTILITY CONSUL TANT RGI Civil and Utility Consultants 218 Nortf1 Lincoln Avenue, Suite #104 Corona, CA 91720 (800) 300-3373 Contact: Robert Gregory HORTICULTURAL SOIL TESTING Soil & Plant Laboratory, Inc, 1594 No,th Main Street Orange, CA 92667 (949) 282-8777 Contact: David Dzvvilewski ARCHITECT Nunn Architecture 31411 Camino Capistrano, Suite #300 San Juan Capistrano, CA 92675 (949) 493-2904 Contact: Roy Nunn Structural Engineer Coil & VVeish, Consulting Engineers 15892 South Pasadena.Ave,, Suite #200 Tustin, CA 92780 (949) 505-2751 Contact Stephanie Welsh Electrical Engineer West Coast Design 26692 Paseo Brillo Suite 204 San Juan Capistrano, CA 92675 (949) 240-1378 Contact: Russ Owens N I I SHEET ~NOE)( SHEET KEY SHEET TITLE "Jl-,,iT NO, MAP TITLE SHEET GRADING TITLE SHEET PREC!SE GRADING PLAN PRECISE GRADING PLAN GRADING DETAILS EROSION CONTROL PLAN HORIZONTAL CONTROL PLAN HYDROLOGY PLAN BUILDING LOCATION PLAN FLOOR PU',N SCHEDULES FOUNDATION PLAN DETAILS FRAMING PLAN INT, ELEVATIONS WALL SECTIONS EXT ELEVATIONS DETAILS DETAILS PLUMBING SCHEDULES , PLUMBING PLAN Lt1 ., '-C-1 3 C-2 "1 C-3 q C-4 t, C-5 ~ 1::· ""\~°""( ~-~ ~-S <,--..-PRcCISE GRAD:Jl:G PLAMS C7 :: :~: ~CISEGi'!AD:NGPLAll!S C8) ;z A-2 ~~~ !';) /\.--3 !,/, A-4 !'5 A-5 /& A-6 ,7 A~7 •8 P-1 /~7 P-2 2£> E1.0 z,j E1,1 1 " ,,, ? £ • 3 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN ELECTRICAL SITE PLO.N ELECTRICAL NOTES AND DETAILS ELECTRICAL NOTES AND DETAILS ·z,ZE1,2 1 ~ , z:!, E'L3 . _ ·---~ V!,,:e14~-----~<i-:,..,, ___ -~~-1.5 ~J;ESA TRAIL LIGHTS J} CONSTRUCTION PLAN ZiP LC1, 1 \~ J) CONSTRUCTION PL'IN 2, LC1,2 CONSTRUCTION PLAN z,8 LC1,3 CONSTRUCTION DETAILS z,,,-LC2, 1 CONSTRUCTION DETAILS 3 o LC2,2 CONSTRUCTION DETAiLS ·3 I LC2,3 1 CONSTRUCTION OETA!LS -",• ~3 LC2A_,, _ ___1""'-'-, ,,.., e ""I"°'~~,.,-, '"~·~=--s----• ...,..,,. .,;;; 7 -¼" ~=-;:, IRRI~~ L1~~.........,_,....,..,_,,...._,_.✓ IRRIGATION PLAN 35 L1:~ • ~--,.,,,,,_,,,,, IRRIGATION PLAN ;: C• ,-:l ,c, l 1,3".'-.,_L • IRRIGATION DETAILS ,:/.4 38 L1,t;"i; 2 IRR,GA110lll PLAN L14 IRRIGATION DETAILS 3°1 L1J(,~ 3 PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING DETAILS Turf Groundoover Hardscape TREE UST • Specie City~ Maintained TREE BOND AMOUNT "io L2.1 ""-it L2.2 4L --L.2 3 ---- - ----- 4,_.,f L2:;!~ PLANT!/.:G Pll\N L2,4 Assodaticn- Maintsined Other~ Maintained Size Totaf sq. ft. SQ, ft, _____ sq.ft sq. ft. -~--sq,ft, _____ SQ. ft. Mafnter.ance Responsibility LANDSCAPE PERMIT NUMBER: XXXXX-LC BUILDING AND SAFETY PERMIT NUMBER: XXXXX-CCT & XXXXX-SP GRADiNG PERMIT NUMBER: XXXXX-CCP 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2599 1 Z 14 East Green Street Pasadena, CA 91106 626 795~2008 FAX 826 795-2547 tR:V!NE COMMUNITY DEVELOPMENT COMPANY 550 Newport Center Drive Newport Beach. Callforni,:i 92660 (714) 7:20~2000 CONSUL TANT: Rcvisioos Dote --------, ~BLDG, PERM~T " 7120100 a_z-mioVoi , -s,21100 ____ A TMIL __________ , __ ~VVATER LINE REV, 8121100 ~IRRlGATION REVISIO:l!S 9/18/00 t~~~~t <( z 0~ OI >-(.) Z<( <( w (.) Ill <.( I-I-ct:: -o z a. ~$ w z z 0 -1-(.) :.::, Ct:'. 1-(/) z 0 (.) w a. <( 0 (/) Cl z ::5 TITLE SHEET Job Nn.: Drawn: BS " ···-·-··"-···· Checked: T J/MH l 1.1 -' 0 O'. ,, 5 1~.e.cJ.... l fj.14.~.; z>-<;z _o U,(,) l Cl "' w 'Ji C ro ii: j -i r (ll'l / ' I z C ) CJ JJ B <, S:: L G'J -, "- ' " .. ' i • ' :i =:---44#1--\ =-:l II :: A ;;...::.;;;;.:;:; GB.A.DING SPECIFICATIONS 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF rnE NE\\?ORT BEACH MUNICIPAL CODE (NBMC). 1HE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF 11-lE PERMIT. 2. DUST SHALL BE cONmOLLED BY WATER!NG AND/OR DUST PALLIA11VE. 3. SAN!TA~Y FACILITIES $HALL BE MAINTAINED DN THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO (l:30 PM MONDAY THROUGH FRIDA'/; 8;00 AM TO 6:00 PM SA.TJRDAYS; AND 10:00 AM TO ~:DO PM SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THC: NBMC. 5. NDiSE, EXCAVATION, DEUVERY AND REMOVAL SHALL BE GONTRtlLLED PER SEOTIDN 10-28 OF lHE NBMC. 8. 9. 1b. 11. THE STAMPED SET OF APPROVED PLANS SHAU. BE ON THE JOB SITE AT All TIMES. PERMITTEE AND OONillACTOR ARE RESPONSIBLE FOR LOCA 11NG ANO PROTECTING EXISTING UTILITIES. APPROVED DRAINAGE PR0Vi$10NS AND PROTECTIVE MEASURES MUST BE USED TD PROTECT ADJOINl,IG PROPERTIES DIJRIND THE GRADING OPERATION. CESSPOOLS AMD SEPTIC TANKS $HALL SE ABA~DDNED IN COMPLIANCE \~TH THE UNIFORM PLUMBING CODE AND APPROVED BY 1HE BUILDING OFFICIAL. HAUL ROUJES FOR IMPORT OR EXPORT OF MATERIALS $HALL BE APPROVED 8'/ TrlE C!TY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM \1111-1 ~flAPTER 15 OF THE NBMC. POSITIVE DRMMCE SHALL BE MAINTAINED AWAY FRDM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEViOES ON-SITE AT THE APPRDPRiATE TIMES SHALL RESULT IN FORFEIT\JRE OF THE CON$lllUGTION SITE CLEANUP DEPOSIT. . 13. ALL PLASTIC DRAINAGE PiPE SHALL OONSIST OF PVC OR ABS PLASTIC AND £111-IER AS1M 2751, ASThl 01527, ASTM 03034 OR ASTM D1785, • ERO!!IOll P!M)i!IOL 1. 1EMPDRARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MA'/ 15. 2. ERDSION CONTROL DE\o1CES SHALL BE AVAILABLE ON sm: BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION C(JNJROL MEASURES SHALL BE IN PLAOE AT lHE ENO OF EAOH WORKING DAY WHENEVER THE FIVE~DAY PROBABILITY PF RAiN EXCEEDS JO PERCENT. DURING THE REMAINDER OF ll-!E YEAR, il-lEY SciALL BE IN PLACE AT 1HE E~D bF THE WORKING DAY WHENEVE~ 11-IE DAILY RAINFALi. P~DBABIUIY EXCEEDS 50 PtRCENT. 4. LANDSCAPING PLANS SHALL 8E SUBMITTED FOR APPROVAL, WORK OOMPl£TEO AND A CER11FlGA TE PF CONFORMANCE RECEIVED BY THE CITY GRADING ENIJltiEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. 5. TEMPORARY DESiL11NG BASINS, WHEN REQUIRED, SHALL 8£ INSTALLED AND MAINTAINED FOR THE DURATION OF 11-iE PROJECT, llEJl,l!)RED i~JSPE;!Ti!Hi!l 1. A PRE-GRADING MEETING SHALL BE SOHEDULED 46 HOURS PRlbR TO THE START OF GRADING \\!TH fPLLOWlNG PEOPLE PRESEt;T; O\\NER, GRADING CONTllACTOR, DESIGN 0i"1L ENGINEER, SD!LS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS Y/iLL BE DU1UNED AT THE MEETINC, 2. A PRE-PAV.NG MEETING SHALL BE SCHEDIJLED 46 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PA\o1NG ¼1111 THE FOLLOW.NG PEOPLE PRESENT: OWNEP,, PAViNC CONTRACTOR, ~ESIGN CIVIL EN~INEER, $DILS ENGINEER, CITY GRAD:Ntl ENGINEER OR THEIR REPRESENTA 11VES. REQLJlRED FIELD INSPECTIONS Y,1LL BE OUTLINED AT THE MEETING. ffel_J1A!lll,!!'I EILL!,LPUTS 1. 2. 3. 4. 5. 6. 7. 8. GRADED SLOPES SHALL BE NO STEEPER t-iAN 2 HORIZONTAL TO 1 VERTICAL. FILL SLOPES $HALL BE COMPACTED iO NO LESS J1-IAN 90 PERCENT RELATIVE COMPACTION OUT TD TliE FINISHED FLO()R. ALL ALLS $HALL BE COMPAG1ED THROUGHOUT TO A M!NIMUM OF 80 PERCENT RELA'Jivt OOMPACTIPN AS DETERMiNED BY AS111 TEST METribD 1557, AND APPROVED BY THE SDiLS ENOINffR. COMPACTION TESTS $HALL BE PERFORMED APPROXIMATELY EvERY T#b FEET iN VERTICAL HEIGHT AND Of SUFFIOIENT Ql/ANTITY TO A msr TO ,HE OVERALL COMPACTION EFFORT APPLIED TO n,E FILL AREA$. AREAS TO RECEIVE ALL SHALL SE CLEARED OF ALL VEGE1A110N AND DEBRIS, $CARIFIED AND APPROVED B't iHE $DILS ENCiNEER PR!OR TO PLAC!NC; OF THE FJLL FiLLS $H.l\LL BE KEYED GR BENCHED INTO COMPETENT MA TERI AL. ALL EXISTING rill$ SilALL BE APPROVED BY 1HE SOIL$ ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FlLLS ARE ADDEO. ANY EXISTING IRRIGAlJON LINES AND CISTERNS $HALL BE REMO,ED, GR CRUSHED IN PLACE A~D BACKFILLED, AND APPROVED SY THE $DILS ENGINEER. THE ENGINEERING GEOLOGIST AND SOILS ENDINEER SHALL, AFTER Cl£ARING AND PRIOR TO THE PLACEMENT OF FILL lN CANYONS, INSPEOT EACH CANYON FOR AREA$ or ADVERSE STABIUTY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCIIMULA110N OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL Bt DtSiGNFD AND CONSTRIJGTF.D PRIOR TD THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON, G. 11-IE EXl<OT LOCATION OF THE SUB:JRAll!S SHALL BE SURVEYED IN THE FIElD FOR LINE AND GRADE. 10. ALL TRENCH 8ACKFlLLS SHALL BE COMPACTED THROUGHOUT TO A Ml~IMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGiNEER, THE BUILDING DEPt,RTMENT MAY RE~UiRE CORING OF CONCRETE FLAT WORK PLACED OVER, UNTESTED BACKFILLS TO F/,GIUTATE JESTING, 11. 1HE STOCKPILING OF EXCESS M.~TERIAL MUST OE APPROVED BY THE CiT'i GRADING ENGIIJEER PRtO,~ TO STOCKPIUNG, 12. LANDS~APiNG Of ALL SLOPES AND PADS SHAll BE IN ACCORDANCE W1TH CHAP1ER 15 OF THE NBMC. 13. ALL CUT SLOPES SHALL BE INVES11GATED BO'rrl DURiNG AND AFTER GRADING BY AN ENGINEERING CEDLOGIST TO DETERMINE iF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOCICAL HAZARDS PR POTENTIAL GEOLOGICAL HAZARDS, THE ENOINEERINC GEOLOGIST SHALL RECOMMEND AND Sl!BMIT NECESSARY TREATMENT TO THE CITY GRAD!fiG ENGINEER FUR APPROVAL. 14. ¼liERE SUPPORT OR BUTTRESSING PF CUT ANO NA WRAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLbillST AND SOiLS ENGINEER, THE SOILS EN~INEER 'MLL OBTAiN APPROVAL OF DESIGN, LOCA110N AND CALCULAllDNS FORM THE CITY GP,ADING ENGINEER PRIOR TO CONSTRUCTIG~. 15. THE ENGINEERING GEOLOl.l:ST AND SOIL$ ENGINEER SHALL INSPECT AND TEST THE CON3TRUC110N Of ALL BUTTRESS FlLLS AND .~ TTEST TD THE $TABIL!T/ OF TrlE SLOPE AND ADJACENT SlRUCT!JRES UPON cm.1 PLETl ON, 1B. \\HEN OUT PADS ARE BROWGHT TO NEAR GRADE THE ENGINEERiNG GEOLOGIST SHALL DETERMINE IF THE BEDROCK iS EXTENSIVELY fRAOTiJRED bR FAULTED At10 \'/ILL RE/\DILY TRANSMIT WATER. IF CONS!Drnrn NECESSARY BY THE ENGiNEERING GEOLP[:IST AND $OILS EN~INEER, A CIJMPAGTED FILL BcANKET \11Ll BE PLACED. 17. 1l1E ENGINEERING CEOLOOIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATiON OF NONCOMPLIANCE; IF, IN THE COURSE OF FULFILLING THEIR RESPPN$i81LITY, THE Ci"1L ENGINEER, THE SOILS ENGINEER, 11-IE ENGINEERiNG GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DOl,E iN CONFORMANCE 1\111-1 THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WlllllNG TO lliE PERSON !N CHARGE OF THE CRADING WORK AND TO THE CITY GRADING EfJOINEER. RECOMMEt,DA TIONS FOR CORRECTIVE MEASURES, !F NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL DPOl,l~t.EtjT ATIQN 1. A~ AS-BUILT CRADING PLAN SHALL BE PREPARED SY THE C!\o1L ENGINEER INOLUDINC ORIG!NAL CRCUND SURFACE EUEVAilONS, AS-GRADED GRDIJND SURFACE ELEVA'!IONS, LOT DRAINAGE PATTERNS AND LOCA'!IONS, AND ELEVATIONS OF ALL SWRFACE AND SiJB-·SURFAOE DRA!NAGE FACILl11ES. HE SHALL PRbVlDE WR!1TEN APPROVAL THAT 1HE WORK WAS DONE iN ACOORDA!JCE WITH THE FINAL APPROVED GRADINC PLAN AND STA'TE iHE NiJMBER OF YARDS OF O~T ANa/DR FlLL MOvED DURING frlE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATION AND ELEVATION PF FIELD DENSITY TEST$, SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTriER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURINO GRADING AND THEill EFFECT ON THE RECOMMENDATIONS MADE IN 1HE SOILS ENGINEERIND INVESTIOAlll)N REPORT, HE SHALL PROViDE ½RITTEN APPROVAL AS TO THE ADEQUACY OF TIJE SITE FOR THE INTENDED USE AND 00MPLE110N OF WORK IN ACCORDANCE ~TH THE NBMC. 3. A OEOLDGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUD!NG A FINAL DESCRIPTION OF THE GEOLOGY OF 1Hc SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DUlllNC THE GRADING AND lHE EFFECT OF THE SAME ON RECOMMENDATIONS ltJCPRPORATED IN THE APPROVED ORADING PLAli. H!': SHALL PRO,IDE WlllTTEN APPROVAL AS TD TliE ADEQIJACY OF THE SITE FOR THE INTENDED cJSE AS AFFECTED BY THE GEOLOOIC FACTORS. \ --fl:i. JOB SITE SAFETY CONTRACTOR AGREES TO ASSUME SOLE AND COM?L'TE RESPONSIBILl1Y FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERlY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOJRS. EXISTING UNDERGROUND STRUCTURES THE cl<ISTENCE AND LOCATION OF Ar,-/ UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED 8Y A SEARCH OF 11,E AVAILABLE RECORDS. TO THE BEST OF OJR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAl/TIDNARY MEASURES TO PROTECT THE UTILJlY L!NES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL LOCATE ALL UTlUT!ES BEFORE CONSTRUCTION. EXCAVATION PERMIT PURSUANT TO ASSEMBLY BILL 3019, NO EXC/1VATION PERMIT IS VAUD UNLESS 1HE FCLL0½1NG IS PERFORMED: 1. UNDERGROUND SERIICE ALERT HAS SEEN CONTACTED AND HAS PRO\o1DED !NCUIRY i.D. #-~------- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN !NQUIRY !.D. # FROM UNDERGROUND SERv1CE ALERT AT LEAST 2 WORKING DAYS PRIOR TO THE COMMENCEMENT CALL TOLL FREE 1-800-422-4133 BEFORE YOU DtG OF EXCAVAl'ON SIGNCD. _______ DA1E _____ _ UTILITY PURVEYOR$ GAS SOUlrlERN CAclFORNIA GAS COMPAM'I TELEPHONE PACIFIC BELL ELECTRIC SOUTHERN CALIFORNIA EDISON WATER IRViNE RANCH WATER DISTRICT SSWER IRViNE RANCH WATER DISTRICT GENERAL MOTES 1. ALL CEMENT SHALL BE TYPE Ii IN COMPLIANCE \\1Tcl ThE REQUIREMENTS OF THE 1994 UBC. ' THE BAS!S OF BEAR1NGS IS THE CENTERUNE OF BiSON AVENUE BEiNG N84"42'31"W, SHOWN AS N84'41'03"W ON TRACT MAP NO. 15317. BM NO. 35-23-70R86 BR. DISK IN N.E. CORNER 4.5' X 4.0' C.B. 52' S/0 CENTERLINE BISOli & 175' W/0 MACARTHUR BLVD. ELEV. 117.16 OWNER IRVINE COMMUNITY DEVELOPMENT COMPANY 550 NEWPORT CENTER DRIVE NE½1'0RT BEACH, CA 92660 CONTACT: KEN COULTER MCE CONSULTANTS 1100 S. COAST Hll'lY., #318 LAGUNA BEACH, CA 92551 CONTACT; RICHARD A. MOORE TELEPHONE: 949-$76-6407 LANDSCAPE ARCHITECT EPT LANDSCAPE ARCHITECTURE 31872 CA!!INO CAPISTRANO SAM Jl!AN CAPISIRANO. CA 92675 CONTACT: TODD JOHNSON TELEPHONE: 949-561-7127 SOILS ENGINEER NMG OEDTECHNICAL, INC. 1779'1 MITCHELL, SUITE D IR\;NE, CA 92614 CONTACT: KARLOS G. MARKOUIZOS TELEPHONE: 949-442-2442 \ COMSfRUCTION NOTES & ES TIM A TED QUANTITIES -- NO. DESCRIPTION QUANTITY 10 CONSTRUCT 6" CURB PER CONS STD. 1B2-L, TYPE "8" 2,000 l.F. -'® CONSJRUCT 6" CURB & GUT11ER PER CONB STD. 162-L, TYPE 'A" 370 LF. t0 CONSTRUCT 2' U-GUTTER PER DETAIL 2 ON SHEET C-4 - --" .. ·•--··--·"~--· .. ---------· i (4) CONSTRUCT D.35' A.C./D.67' A.8. 21,200 S.F. ,~ I@ COMSTRUCT 4" PGC SIDEWALK PER LANDSCAPE PLANS 24,450 S.F. @ I CONSffiUCT 7' CATCH BASIN PER CONB SID. 306-L, TYPE OL 1 EA. - I (J) CONSTRUCT LOCAL DEPRESSION PER CGNB SID. 304-L 4 EA. ® CONSTRUCT HANDICAP RAMP PER CONS SW. 181-L CASE C BEA. ® CONSTRUCT FLAT CATCH BASIN PfR DETAIL 3 ON SHEET C-4 14 EA. @) CONSTRUCT COURT PER SOILS REPORT AND LANDSCAPE PLANS 1 LS, ® CONNECT TD EXISTING JUNCTION STRUCTURE 4 EA. @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. S!ZE PER PLAN, BEDDING 1,450 LF, PER COKB STD. 106-L @ CONSTRUCT FULL DEPTH A.C, 50 Lfl @ CONNECT 18" RCP (D-2000) TO EXISTING STORM DRAIN 3 EA. I ' PER CONB STD. #3ii-L ·@-I ADJUST EXISTING MANHOLE TO GRADE PER CONB STD. 111-l s E,\, l @ ·-1 l.S. I REMOVE AND DISPOSE OF EX!SllfJG 12" R!P RAP AND 12' CONCRETE BED. --@ REMOVE EXISTING AC BERM 100 L.F, @ ----------·------- CONSTRUCT \IOUNTA9LE CURB & GUTTER PER 35 LF, APWA SID. 12.1-1, TYPE 82-150 @ CONSTRUCT 3.5' CATCH BASIN PER CONB STD . .306-L, TYPE OS -------1 ~ ~· -® Cm.JNECT PIPE TO CATCH BASIN PER CON8 STD . .303-L ® CONSTRUCT 18" RCP (D-2000), BEDDING PER CONB SID. 106-L hoc----, --l. 160 LF, ., .. @ I PROTECT EXIS~~G_ FACILITY IN PLACE, -s_E.s. I @ CONSTRUCT 4" SUBDRA!N PER DETAIL 5 ON SHEET C-4. 80 LF. -----· --.-•·-····"' --------~--___ ,_ ----1@ 1 co STRU'T g• PCC CURB AND G TrR p-R °CNB ST') 182 ' -yps "A" ~ • • N C . u, t !::.,, "., . -c, l -325 LF, ® ---- CONSTRUCT 6" ATRIUM GRATE PER DETAIL 4 ON SHEET C-4 23 EA. I ~-·--@ CONS'ffiUCT 0.35' A.C./0.67' A.B. W/ IIIRAFI 500X GEOFABRI_C::_ ___ j_ ! CONSTRUCT TURF BLOCK OVER 11" A.B, PER SOILS REPORT & LANDSCAPE PLsflS ! CDNSffiUCT DOUBLE..:,-HIGH ROW OF SANDBAGS PER DETAIL 6 ON SHEtT C-4 -r @ i CONSTRUCT DO~ED CATCH BASIN PER DETAiL 3 ON SHEET C-4 ~, -@ CONS1P,llCT BEEHIVE CATCH 8AS!N PER DETAIL 7 ON SHEET C-4 I ® REMOVE lcXISTING PCC V-GUTTER --I ® ADJUST EXISTING MANHOLE PER DE!All 8 ON SHEET C-4 ® CONSTRUCT 3' PCC V-D!TCH PER DETAIL 10 ON SHEET C-4 - CONNECT TO EXISTING SUBDRAJN ® ® CONNECT TO EXISTING STORM DRAIN i--· ESTli\.qA TED EARTHWORK QUANTITIES !RAW CUT RAW CUT 4,HOO CY RAW FILL 6,900 CY IMPORT 2,00G CY THESE QUANTITIES DO NDT INCLUDE SHRINKAGE, SUBSIDENCE OR UTILITY SPOIL FACTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND ACCOUNT FOR DiSTRISUTINC ANY MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING THE SITE TO DESIGN GR,~DE. • -· NOTE REGARDING ES TIM A TED QUANTITIES THE ESTiMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY, THE CONJ11ACTOR SHALL PERFORM AN iNDEPENOENT ESTIMATE OF AU. IMPROVEME~1 QUANTTIES, INCLUDING GRADING QUAITTIT!ES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND/OR CONTRACT(S). 7900 S.F. I 1,350 S.F, . 1 LS. 24 EA. 1 EA. 1 LS. ,. 8 EA. 170 LS. 3 EAj ~-~- FOR NTS ABBRIEVIA TION~ BLDG. BUILDING C.8. CATCH BASIN C/L CHI-IN LINK C&G CURB & GUTTER C.L. CENTERLINE C.O. CLEANOUT C.O.N.B. CONG. DW'( ELEC. E.P. F.F. F.li. F.L. F.S. G.B. H.C. H.P. INV. IRR. LP. M.H, PA PL P,P. R.D. R.O.W, RW s so ST, T.C. TEL lG, T.F. T,W. w W,M, w.v, Gin' OF NE½'PORT BEACH CONCRETE DRlVEWAY ELECTRIC EDGE OF PAVEMDff FINISHED FLOOR FIRE H'iDRANT FLOWLINE FiNISHED SURF ACE GRADE BREAK HAND:CAP HIGH POINT IMVERT iRRIGATION LOW PDiNT MANHOLE PLANTER AREA PROPERTY LINE POWER POLE ROOF DRAIN RIGHT OF WAY RECLAIMED WATER SAN'TARY SEWER STORM DRAIN smEET TOP OF CURB TELEPHONE T0° OF GRATE TOP OF FOOTING TO? OF WALL WATER WATER METER WATER VALvE DRA \MING SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 TITLE SHEET PRECISE GRADING PLAN PRECISE GRADING PLAN DETAIL SHEET EROSION CONTROL PLAN HORIZONTAL CO~lTROL PLAN 10 ... ~ ~= u SHEET 1 OF 6 5~-f I ! I ' . ' I I I "' rn 0 "' a: ll.. ' :,,: ,r <( 0.. 0 ;,-i 0 "' ' "' I I .,: ' I <') 0 ' ' ,,; "" i ' ' i i ' ' ' i : I i ' ' ' ' , i ' I I ' ' I ' ' j , .-<) '~ l (], _.,,. __ _J Cf: /JJ . I \ \\ \ \ \' \ \ ' ', ; \ \ I \ ' \ I \ ', \ \ \ i \ ' \ I I k I\ I \i I ' I /. ---1 ---.,j I , / ! I .r : , I ; 1 1 .,,..,.-r ' •• -! ! ' .,,f i I / I J/ i i i / I __ ., .... -···-. --• ,, ------ I ·, \ ' \ ' \ \ \ \ \ \ \ I \ \ \ \ \ \ ' \ ' \ \ \ \ \ \ \ i \ ,, \ \ \ \ \ ' I I ' \ , i PREPARED BV: DRAWING NlJ~lBER: PRECISE GRADING PLANS ARROYO NEWPORT BEACH, SHEET 2 OF 6 I ! I I I ! i .. D1 ~I j_'; I -----··-·-! 0 CJ \ I ( v "' I ! i I I I I i I I ' I I i ' / :--,-,:::{.:::::::.::......._,_,c_ .. .., i ·---"•--····-·--·---......... , __ - ;';;•~~•H•=•=: .. ,:,; ,•••-•-•----7° / .... ~ -Hffi "".! tj\j-fjf '""' maw ™· """"""'"' . .,.,..,., " .. ' "-,j<)ijil.li ... .............. ··-··· .. _ • -........... ________ ................. 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TD l·s"-·L, WE ".A" CONB 5 • '" vp£ CURB PER o "8 STD. 182-l, T' CONSTRUCT s: -, 8 & GUTTER PER vOi~ C-4 CONSTRtJt;f .., '"R P'"R DETAIL 2 , 6-''UR ON SHEET • U-GUTk • CONSTRUCT 2 ' AC /D.67' A.B. ' N'"TRUCT 0.35 • • • c-LANDS8APE PLANS CO , " -,oEWALK PcR ,. -L TYPE Ol • STRUGT ;/ P(.C ::,.~ , . i:-CONB STD. 30o ' CON ' c; 1CH BASIN P •• R S10 304-L CONSTRUCT 7 ,. '. "R"SSION PER CONS . L CASE C ~"CT LOCAL DEa c • "ONB <m. 161-. CONS1,,v ... '!DICAP RAMP PER c ' •, , ON SHFcT C-4 CONS'!RUC I ~~; T CATCH B/,Slri PER DE~;~ ~ANuSCAPE PLANS CONSTRUCT □ER SOILS REPORT . COflSTRUCT COURT ' UMCliON ST!lUCTURE PER PLAN. BEDD!NG CfNNECT TO EXiS"11NG J STORM DRAiN LINE. SIZE • ' • • T PVC SCH. 40, col~STRUC, I ,., o~-L PER CONB STD. 1 v - Ful l DEF I ti A.C. CONSTRUCT 1.. . • ,., -TO CONNECT 1/J 1.,, " R"P (D-,000,l £X!STING s N, . TOR,, DRAiN PER r-~JNB sm. f311-L. -·ro GRADE PER ' v\ • l~QU: ' • •s1·•11NG MAN,. " "''" AD.JUST ,_,. 0 ' • x•smm 12 "'" REMOVE AND OISPOSE OF E . . CONB STD. 1'l-L 0 • , i 2" CONCRETt BE -RAe ANO OVE EX1STING AC BERM !h GUTTER PER REMt' ·raitcURSQ!, CO~STRUCT M~U~ ;;E 82-·150 306-'. TY?E OS APWA sm. 121·-,, • 'S'I' PER CONB sm. . . •5• CATCH BA,, '8 STD. 3Qj-L "ONSTRUCT o. BAS''' PER CON -r• !06-L " o "ATCH ,. , "N'B > V, • • PIPE T C ""ODING PEf, C, ' CONNoCT • 'D '000) be, · • ~ R"'P • -~ 1.: ' CON5TRUC1 18 .\., '. lN PLACE. "• "KIS11NG FAC1LITY' ' ' ON SHEET C-4. ";" PROTT:c. ,. , .. Sl'BDRAIN PER DcTAI.." • "ONB STD. 182-L, TYPE .. UCT -, J -ER PER C · CONS1R PC" ~uRc ,t,,ND GU: i ' , ON "HEET C-4 .,.8" 1.,...,._,I.) ~A!L4 "' CDNSTRUC~ ,,, ATI<IUM GRATE PER -~tT. . 500X GEOFASRIC. ,_ .• CONSTRlJC, o O 67' A.B. ¥1; M!RAF; & LANDSCl.?E PL.:,, CONSTRUCT 0.35' A.C./◊VE· R ,,• A.8. PER SOILS REPORATI_L 6 ON SHEET C-4 JR" 'lLOCK • • ' GS PER OCT CONSTRUCT T• ' ' .. '.' -HIGH ROW OF S~NDBA " " ON SHEET C-4 "'PLJCT DOL!tiu:_ PER DE i A11-3 CONS 111 TCH BASIN -•• ;•Eq C·-4 ''CT DOMED CA • D"TAt 7 ON S,, " CONSTRv ' BASIN PER t. · ·· EEr'l'vl' CP.TCH "ONSTRUCT B i -"UTTER " ""C V-;;; 1 • .,. r-4 , tr ~x:sllNG r'v -I ON SHEE1 ,r RE,AO,. ·-HOLE PER DEiA.l 8 . Sf'"ET C--4 S-'"XISTING MAN DETAIL iO ON ,,_ ~ AD,JU, I t. TCH PER · .. 3' PCC V-D! · CONSTRIJCT e SUBORAJN EX!STIN,., j,/ CONNECT TO 'G rTORM DRA1N CONN!:CT TO EXlSTIN _:) GENERAL "" C"QR ACDlllot-JAL ,. LANDSCAPE PLAlls ' •m DETNLS . i. Sfa. E REr'UIREMENTS A, HARDSCAP .,,. . (9l .4P f.S.) 91.4D F.S. e "CJ" D{1$TlNG i:. ·' EL,·v,noi; Op'"ED ELEVA.TION PR t.1;::, ,x1SllNC C "' u _ o~ITo' 1R UNE • c. rn,ntiuR L!r-.JE PROPOSED STREET UGHT VALVE PROPOSED PCC FiRE HYDRANT E ,.,. ii'l> AD! i\! G -RECIS \.;llf\ , p O PARl, PLANS ARROV CA NIEVVPORT BEACH, GRADING PLAN PRECISE I I i i I j I I i; i I, I. I I. ' I ' I ,., , 'ij I ;L_ ·,. ~ ! --J :;; I. ··--·· --· I tJ: I 11 I i I• tl ( \ I 11 . ' '. EPOXY TO A.C. PAVING WHEEL BUl\,1PER N.T.S. 1/2 RADIUS -----_ ____- II II / REFliCTORIZf.D SiGN CONSTRUCltD OF PORCElA.lt; STEEL WlTH BEADED TEXT OR EQUAL 7 I 'I f I NOTES t SIGN TO BE CENTERED AT THE INTERIOR END or PARKING SPACE. 2. AREA OF SIGN TD BE A MIN. OF 70 SQ. IN. 3. DES1GNA IE FOR "'VAN ACCESSIBLE" RESERVED FOR HANDICAPPED 0 ( VAN ACCESS! BLE ~---,--,--~'----. l BO~ MIN, FOR FREESTANDING TO TOP OF WALKING SURF ACE j ACCESSIBILITY SIGN DETAIL NOTES 1. ALL STROKES TO BE 3" VflDE. 2. PROVIDE 1WO COATS OF PAINT. 3. BLUE BACKGROUND W:Tt-i WHITE SYMBOL 4. LOCATE SYMBOL AT CENTER OF STALL \\11ERE SH0\\1' ON S'TE PLAN. 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. NOTE: EMBLEM MUST BE LOCATED IN STALL SO THAT IT !S \1SlBLE BY A TRAFFlC ENFORCEMENT OFFICER WHEN A VEH1CLE IS PROFERL Y PARKE.I) IN THE SPACE. (CENTERED AT ENTRANCE TO STALL RECOMMENDED) 1-ll\NDICAP PAVEMENT SYMBOL DETAIL tt T.S, Ji EO. ..,.;..,-.eE.ccQ. I P,\RKiNG STALL 8'-0" MlN. AT VAN ACCESS!8L£ PARKfNC STALL @ CONS1RUCT HANDICAP RAMP PER CONS STD. 181-L CASE C 11 RAl\llP DETAIL_ N.T.S. I -I T'i'P. PAVEMENT SYMBOL PER SEC. 11298.5 AND DETM.: __ }.80\.ic_, ___ _ • ., ' 10 @MODIFIED AS SHOWN* ' 8 •@ i il T 'i \-404 :o #CW 3' -0" V-DITCH N. T.S. / I 6 SANDBAG DETAIL N.T.S, -----------------~-~----------ti----------------------- ~ SECTION ( 9 J--"-../ N. T.S. 1 PROPDSED FG IN II MANHOLE ADJUSTMENT N.T.S. PLAY AREAS ., @,em;;;= n v ,_.,; ttWtM:'.'f"se:Oi , , =-.::a, = 0..::.":Ml •= "" 1 1-----DVE_l:-~-A_P __ -4 PERFORATED PIPE (SIZE PER PLAN) SUBDRAIN N.T.S, CONCC.NTRIC REDUCER --....,_ (lF REOUiRED) ,~ c_, ___ _ \ STORM DRAIN PER (4 A TR!U!\/l GRATE N.T.S. PRE-CAST CONCRETE sox--\ DRAiNAGE PIPE\ S!ZE & TYPE \ PER PLAN \ \ PLAN (FLAT TYPE! 12" 6" ' II ',· ', ·1 I TOP Of GRAE (TG) PER PLNJ ~-~----;;;,r--..,. r,. I I I 2 '1 I I I "" ·1 I 7,,l -W _1_] = I ,~ tel " • /\ '----·~ .• -POUREO-lN-·PU\:::E "---CONCRElE 80TTOM DRAiNAGE PIPE SLOP£ 10 DRAIN _/ r-) SIZE & Tl'Pc IT ] -~ Pm PLAN I I ELEVATION IN\I PER./ PLAN • 3 CATCH BASIN & GRATE ~ 2' U-GUTTER f 2 , ___ _ N.T.S. 1 ----- u' ! ~EL. _____ ,,_., ___ ...) ' ' (j'l I DRAW!MG NUMBER: I C=~ ' I I SHEET 4 OF 6 MCE J~B NO._ 3~ ' 0 I I i II i ,, I \ ' ' \ \ '· \ \ \ • r i ; •, I ' ' ' i / . \, I l / I ' I ' ( • I ! ' ' . L-o.i / ' ·1 r \ ,1 • I ! I I . ;/ r I i/ r I / i \ I / . \., /'\ i \ i ; / \ ' \ \ \ \ ' \ \ l \ PREPARED BV: l?R!ECISIE ARROYO / -- DRAWING NU!.mER: •I I ' I I I ~ i 'ii z' ' ·,;, (..._~ ---·-----' 1 ' ,, j I i I ' t; =.,~-====--==================-====--=----------=--=====-==----=-=-=-====-=====--=--~~--•---==,.,.,_,~==-~.,,.,,...,......,==--•~•~""='-=•=~•=::=.::~•===-===G=-=------=---m•=•--===-=m===i:,...™™·™™=="~"'="='=~=-••====-=-=•=•"""-':=s=====-==•===•=•===..,,-====•-=='~-==--=•===m==-======-•=w=•=n~&-==--~=====-=•=;;==~==•e=•=•======•~~=-•==-=•=•===~ 'I PO!r\!T TABLE Point CURB 201 202 203 204 205 206 207 208 209 210 211 212 2l.3 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 2~4 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 Northing 4831. 1260 4828. 8204 4803, 9270 4803, 0651 4818, 001.2 4814. 0330 4825. 8687 4827, 1915 4832, 1702 4833, 7227 4896, 4542 4895, 0709 4898, 0581 4697. 7815 4912, 7176 4906, 9077 4891. 0466 4890, 5855 4887, 3911 4885, 1378 4881. 9434 4881. 4823 4837. 6831 4838, 1442 4834, 4432 4827, 9415 4824. 2404 4824. 7015 4808. 7122 4810, 3722 4825. 3083 4825, 5849 4828, 5722 4828, 9858 4824, 007! 4825, 3298 481!. 7104 4007, 7423 4793, 5515 4628. 9307 4788. 3758 4531. 8103 4757, 7163 4628. 6272 4656, 1477 4578, 7462 4502, 7725 4602, 8793 4601. !542 4608, 1712 4546, 068 4539, 067 4537. 7'73 4536, 274 4535. 865 4445, 900 4446. 330 4443-, 831 4443, 901. 4430, 275 4430. 778 4444, 273 4444. 343 4446, 842 4447, 428 4444, 929 4444, 999 4431. 503 4433, 513 4489, 8481 I i I ! 10070. 0328 i0094. 9262 10092, 6207 10101, 9269 10103. 3102 10117, 7758 10121. 0226 10116, 2007 10116. 6618 l0099, 8983 10105. 7082 10120, 6443 10120. 9210 10123, 9082 10125, 2915 10188, 0230 10186, 5541 10191. 5328 10187, 6862 10189, 5575 10185, 7110 10!90. 6897 10186, 6332 10181. 6545 10185, 0164 10177, 8587 10181. 2206 10176, 2419 10! 74. 7611 10156, 8378 10158. 2211 10155, 2339 10155, 5105 10151. 0443 10150, 5832 10145, 7614 101>2, 0253 10156. 4909 1015!. 6306 10095, 2514 10164, 9351 10052, 8004 10218, 2287 10123, 6983 10281. 3137 98'.38, 0203 10287, 3785 10289, 3756 10290, 3877 10302, 3477 10338, 876 10326, 943 10327, 702 10327, 660 10342, 294 10339, 782 !0324. 379 10324. 309 10321, 810 10321. 429 10303, 436 10303, 813 10301. 314 10301. 384 10280. 392 10280. 322 10277. 823 10277. 446 10205. 473 10206, 9556 Point Northing CURB (CONT'D, l 271 4489. 9318 272 4492, 3'-03 273 4500, 7006 274 4572, 9545 275 4563, 6968 276 4565, 3024 277 4565, 2390 278 4578, 7462 279 4652. 0196 280 4628, 6272 281 4738. 3529 282 4531. 8103 283 4766. 3844 284 4628. 9387 2B5 4 778, 2995 286 4786, 9458 287 4479, 9871 288 4480, 2083 289 4500, 2005 290 4512, 1249 291 4523, 2179 292 4511. 2935 293 4510, 7351 294 4499, 4210 295 4499, 9793 BU!~DING 301 302 303 304 FIEi..DS 40! 402 403 404 405 406 4.07 403 409 410 411 412 413 414 415 CONTROL 998 999 4372. 5987 4332, 5143 4333. 2843 4373. 2687 4222, 1329 3950, 9036 4267, 5!69 4128, 3228 3801. 5159 3831. 3521 4158, 1591 4274. 235 4266. 456 4253, 249 4205, 305 4136, 305 3803, 2587 4213, 4576 4106, 2842 5020, 5208 4998, 0271 Eo.stlng 10203. 9578 10205, 7465 10194. 4891 !0248, 1489 10260, 6147 1026!. 80!! 10263, 8051 9838, 0203 10257, 6714 10123, 6983 10204, 0492 10052, 8004 10155, 3236 10095, 2514 10109. 0845 10015. 7270 10278, 7093 10270, 7871 10271. 3454 10255, 2889 10263, 5272 10279. 5836 10299, 5758 10299, 2599 10279, 2676 10273, 2094 10272, 0928 10248, !021 10249, 2187 1D373, 8734 10328. 4898 10102. 6442 10333, 1518 10287, 3567 !0074, 4369 !0!20, 2322 10128, 093 10287. 741 10366, 665 ! 0400. 956 10389, 422 10294. 5328 10361. 6923 10384, 3608 9817, 5113 )0060, 3834 / I ' ' ' ' I/ I I I ! I --::::: _; i : " /1 ,' ; / ;' I / I , ,; --- ~ / / \ \ \ ''""" ..... -,,,,-.. ,~ " ~- " t• ,;;-,· t.J ~ \ ,. \ ' ·.\ \ ' ' ,• I LDT / C -----i I r-·-----··, I ,, ______ . ------------..... ... -. .. ,,._,. .. ,,_,,_,, I i \ J\ - ? r--··----·-• -·· 1 ~f ! I I II I i I I I 11 ' I \ \ / / I I ==--== ,., '""'= i I ' ' I l SCALE: O' ·~ u: ': "·;,, .., ~ ; ~ ~ . ' ,~-~ -,. ·.,,.,;--- -,.,.J-:.Y-- C'CPc'ciP~E~R=/l~i=IL~/=W~A=L=L_CONNECTION NTS LEGEND 1. 4 1 1/2" D1A PIPE RAIL. 2" DIA. PIPE RAIL SUPPORT SET IN 3' POR-ROCK OR EQUAL, 3" D1A. CORE f1Lc. CONC. WALL 40' DIA, CORE HOLE 1'111H 2, 3. 4, m.JiSH SURF ACE OF 2" MIN. W.DE GROOV y CONTRAST v,,m CONCRETE, 5, 6, 7 " 8. 9, EXPANSION JOINT PER DETAIL "B", SHEET LC2.J. POURED lN PLACE CONCRETE STAIRS, MEDIUM BROOM F%SH. #4 RcBAR !} 12" O,C,, EACH W/1Y, 1/2" D!AMETER x 12" LONG STEEL DOWEL @ 18" 0.C. -PAPER ½'RAP ONE END. COMPACTED SUBGRADf PER SOILS REPORT. 10, #4 REBAR @ 18" O,C, 11. REBAR NOSING. '12. F!NISH GRADE OF ADJACENT SLOPE. 14. #4 REBAR AT TOP AND BOTTOM OF FOOllNG. SEE PlPE RAIL/WALL COt~NECTlON DETA!L THIS MQIE5~ Srli:ET. .A, STAIR RISER H£iGHT HDGHT 6" MIN,, 7" MAX, CONiRACTOR TO ESTABLISH A UNIFORM BASED DN GRADING PLANS, \ ·1 ·: ?!~ )-' --\ PREPARED NOSE DETAIL .... __ i ' \ i \ ' . . -.• ' "· ·~-··-·-... _ CONSTRUCTION (j) ® @ © ® ® 0 ® ® (@ CONSTRUCT 6' CURB PER CONB STD, 182-L, TYPE "8" CONSTRUCT 6" CURB & GUTTER PER CONS STD, 182-L, CONSiRUCT 2' U-GUTTER PER DETAIL 2 ON SHEET C-4 CONSTRUCT 0,35' A.C,/0.67' A,B, TYPE "A" CONSTRUCT 4" PCC SIDEWALK PER DETAIL A/LC2.3 CONSTRUCT 7' CATCH BASIN PER CONB STD, 306-L, lYPE Oc CONSTRUCT LOCAL DEPRESSION PER CONB SID. 304-L CONSJHUCT HANDICAP RAMP PER CONS SID, 181-L tONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-4 CONSTRUCT CO.JRT PER SOILS REPORT AND LANDSCAPE PLANS CONNECT TO EXISTING JUNCTION STRUCTURE ® @ CONSTRUCT PVC, SCH. PER CQNB STD. 106-L 40, STORM DRAIN LINE, SiZE PER PLAN, BEDDING CONSTRUCT FULi .. DEPW A,C, CONNECT 18" RCP (D-2000) TO EXIS11NG STORII DRAIN PER CONB STD. #311-L ADJUST EXISTING MANKOLE TO GRADE PER CONS STD, 111-L @ @ @ @ REMOVE t.ND DISPOSE OF EXISTING 12" RIP RA,P AND 12" CONCRETE BED, REMOVE EXISTING AC BERM CONSTRUCT MPJJr~-TABLE CURB &. GUTTER PF.R APWA STD. 12.t~:1> TtPE 82-150 CONS1RUCT 3.5' CATCH BASIN PER CONG STD. 306--l, TYPE OS CONNECT PIPE TO CATCH BASIN PER COr~B STD, 303-L CONSTRUCT W" RCP {D-2000), BEODrt~G PER CONS PRO'iECT EXISTING f AGILITY IN PLACE. STO, 106-1. CONSTRUCT 4~ SUBDRAIN PER DEl"AiL 5 ON SHEET C-4. CONSTRUCT Cf CONSTRUCT 6" PCC CURB AND GUTTER PER cmm STD, 182-L, ATRIUM GRATE PER DETAIL 4 ON SHEET C-4 CONS1RUCT 0.35' A.C./0.67' A,8, W/ Mi RAFI 50:JX GEOF ABR:C, TYPE "A" @ @ ® @ @ @ @ @ @ @ @ ® ® ® ® ® @ (36) CONSTiiUCT 1URF BLOCK OVER 11" A,8, PER SOLS REPORT & LANDSCAPE PLANS CONSTRUCT DOUBLE-HIGH ROW OF SANDBAGS PER DETAIL 6 Or~ SHEET C-4 CONSTRUCT DOMED CATCH BAS!N PER DETAil 3 ON SHEET C-4 -· CONSTRUCT BEEHIVE CATCH BASIN REMOVE EXISTING PCC V-GUTTER PER DETAIL 7 ON SHEET C-4 ADJUST EXISTING MANHOLE PER DETAIL 8 ON SHEET C-4 CONSTRUCT 3' PCC V-DITCH PER DETAIL 10 ON SHEET C-4 CONNECT TO EXiSTING SUBDRAIN CONNECT TO EXISTING STORM DRAIN CONSfKUCT SlA!RS & CHEEKWALL PER OElAfL CN THIS SHEET NOTES ! ' SEE LANDSCAPE PLArJs FOR l,VD!TIONAL HARDSC,!i,P£ REQUIREMENTS AND DETAiLS. 2. CONTRACTOR SHAti VER!FY STRUClllRAL SECTIONS OF BUILDING PAD AND ?A~NG \\lTH STRUCTURAL ENGH-JEER AND SCiLS ENGINEER PRIOR TO GRADING. (91.40 F,S,) 91.,1.c r.s. EXISTING ELEVA 110N PROPOSEJ ELEVATION EXiSTi~JG CONTOUR UNE ---90-PROPOSED CONTOUR UNE S1REET LIGHT 0 PRIE V.f:...LVE PROPOSED Fl!iE HYORANT UMITS OF GRADING & PERMIT 1lJRF BLOCK/SPECIAL SURFACING PEP, LA~DStl.APING 'f../ I<>~•. '' , SHEET 7 OF 8 I I i I z GJ w m JJ -\) \ en -! _j C,'l:l I /Jl I l I I I I I i ' ; ' ;) ·,,.,. ,_, ' / I \ \ / I ' I I --1 40' 12\ J s12_1100 I ~-t ~0£± DAT£ -. ARROYO/ MESA TRAil I ' ~~,"=~ I I L -:,/(),\( f;y> ,_,;,D A. -~1' ,c ----I ,.__41 vV:.· Oo t, ~ ·--} ..... ,p\" i "' "' "\ " \' C-23971 ~)· I ~ /\l'xp. 12-31--01 / t __ ,, __ ,, -----•-I ------- I --. ~ C/V\\. ::) DESCRIPTION BY 1 ,-~~ I -~--~~: R [ V ' s i 0 N s ' ==·™==-""'""' •=• =~ ,,.,. . .. I L.,.I P 1' (nnV (r : •. ,, ,un~LJI I c=: ,; I ii ~~•I ~-. . . ' ' :I'./j~~~i~:!::'.'.t!:i!:ifl:.t!:~i}:E:r:~'.~'.:\J ., ,_,,c.., ... ,." h-\ \ \ \ \ PREPARED ". --- ···-, "·----.. • "·~ ... ,_, ""-••·- CIVIL ENGINEERING LAND SURVEYING • '-\ L,Q£t \\_, - i10C S. CO.J\ST HWY., #318 1 -~ LAGUNA BEACH, ct, 92651 \fl',I",.-, hf ..,.,,, •• 4~':':._ r-h'. 949-.:i7o--64f); RICHARD fu!OORE:, RCE 2397i D.ATE FAX: 949-376-G4r7 . -. ·-. ---. ' CURVE TABLE CURVE DELTA I ENGTH I RADIUS C1 20·09'17''' 8.09' I 23' ' I L2 43,03' N05°30',30"W 1 L3 6.36' NOO'OO'OD''E r l4 33.00' N90'0D'OO"E: I r Ls 10.0,3' Noo·oo'oo"E J -------34.50' 1 59'54'07" 33' ~ .. i8'13'27" 2.122' t 73' c4 20'05'4~l 63,84'' I 182' ' i-~ 114'41'04" ----l 21.5' I 43.(}J' ! _j c~-46.39' .. ..L.~66'1G'48"W 14.53' I N16'57'38"W I cs 15'50'59" I 52,56' I 1so' I C7 74♦:.~9'25" i 19.55' ' 15' ~ ' ~ l SEE C-6 FOR CONTROL I ' ' CB 68.36'.31'' r~ 1rs0'21·· >-------- PRECISE GRADING PLA~~S- ARROYO PAR!( i\HE \/VP ORT BEACH, CA HORIZONTAL CONTROL PLAN ' 33.53' 1 28' ' 4,.---1 I 56.42' -- """""""'....._., .... :5J..,x-/-q """ i ! I I i ~ I I / ' I ! .j C? C• I ' i r, I 'I \ \ \ \ \ (:..: \ i \ \ ', \ I \ i ' ' ' ' I,, ' I \ \ I I ! I • I I \ I \ ' " / i i' / I \ I I I I I I• • I i I l i / i }fl , ',,, I / I' r I • .. ' . I' i • \ \ \ ' • • j I I ' I ' ; I I \ I \ \ I \ I \ I / I I \ ·. \ . \ \ .\ \\ I \ \ \ (' I \ I \ \ I\ \ ' \ I ' I I \ I I I \ 1\ I, ' '' ' . I I ' I I \ I I \ \ i ·I ..! i I' \ \ I I ' ' I \ \ \ \ \ -· I \ ,, I \ \ \ \ \ \ / / / • I I / / I I l ' ' I I j I / / • ' • / / I } f / / ! / / \ ' ! / """ I l HYDROLOGY-STUDY ARROYO N!E\I\JPORT BlE/J..CH, CA HYDROLOGY MAP ...,,,. t¾ ' • w • DRAWlflG NUMBER: SHEET 1 OF 1 I I i I. i i I· ~ z r ~ rn rn "lJ ·, \ 0 JJ p ~ z G) DJ rn JJ I I .J 0' ' .L' I ' ~ i _____ ., ·-____ J ...J OJ cu m JJ ! I I lJl I I OCCUPANCY: . ' ; SITE llESCRl!'TIOtJ, RESTROOM; ma.LIS; VN R!,;;--STROOM SU!LD!NG; TRELLIS (< @260 Ell) PlJBUC PARK RESTROOMS .ANO TRELLIS STRUCTURES LOT 4 Ti>ACT 15317 !BONITA CANYON NEWPORT BEACH, CA B'JO S,F,, 520 S,F, SIHlE!!:T !NDIE,t FOR BUILDING PLANS A-1 A-2 A.!J A-4 P-1 P-2 ARCHITECTURALSITEPL~N FLOOR PLANS & SCHEDULES FOUNDATION PLANS & DTLS FRAMING PLANS, & DETAILS SECTIONS & INT. ELEV'S EXT. ELEV'S & DTLS. STRUCTURAL NOTES, TYP. STRUCT. & MISC. DETAiLS SPECS NOTES & SCHED. PLUM'G., PLANS AND ISO PLANS, I I NOTE: THIS PLAN IS FOR REFERENCE ONLY. IT IS TO i PROVIDE THE LOCATION OF i'-lE BUILDING ONLY. FOR SITE CONSTRUCTION DIMENSIONS AND DETAILS REFER TO CML AND LANDSCAPE PLANS. NORTH SCALE: 1 "=20' KEYMAP 31872 C.omlno Co.pbtrano San Juan Ccp!::.trono, CA 92675 714 651-7127 FAX 714 246-2599 1214 E::ast Greem Street Po!:adeno, CA 91100 626 795-2008 FAX 828 795-2547 1RVJNE COMMUO\IO'Y DEVELOPMENT COMPANY 550 Nowport Cent>r iDm-"¢> Newport Bc,,::ieh, ecHfomh;:; 82660 {714) 720-2000 CONSULTANT: z 0 -l-o ::, 0::: I- en 2 0 u w a_ <( u en Cl z :5 I --, ' \ i 0 :0 ]> s; z 8 z r $': OJ m ::D ) ,-, 1 ' ; '' I :a 1 -- """' ~""" """" """' "'"' ,,wo --- A 8 C I DI I E § , B . $ i ~ I 1 UTILIY BUILDING FLOOR PLAN SCALE: l/ 4· = r-o· 1 ][E I I 2 / ,/ LAV, COI.J'NTER SCALE : 1-vr.= r-o- 2 DECOW. T1VE CO:--'C. Sl:E L/"'1), DWG. FOil TYFc. CCU.lil & JT. PATT!;F,N 3 105 7E6 STOA. 104 7Ell 2!D ADD'L, HARDWARE AND ACCESS REQ"S. ~!l) - 2[E ◊ C!:lli\!!E 1! fu'l."<1.1.E SECTION G DOOR S!GN -1 HANDICAP WALL MTD. SIGNS ~ ®'"=1'-0- 3 I 4 5 6F7 ... • ~.l"J.'-'-...:o'hl'-1--c:.e·_--=-o· __ -,,i,=r.-o.:.e!i,_;;' -o· . TYi'. TYP. . I m. O?Nr 1''" ' ' '" 0 I --'-\ 1:r++-,~~ J•·--~s;;::~ >---+ --• /''<;I; m, 1\-9 IA2 6C \ A5 l\'t(IT; ~ATh':'.!i r.tJm3. r.~ co:N c1-crro,. 0r tt;;;,a,.,~\'G fJ.:r> tt:FO:W. fl:m.,.~ o-i.;u. er wmo~ \/'..'rftrn ,r.r Cli' n..orzt ~'T NOT ur:,'B'i Tt'..V~ ts'" r fmtlhiD Ml'..oM:H AND ;"".1'fil-t",l :54~ WT MOT LO't,"m 1}-t;.~ rr F ~ lln!..~ ElEC. MID C'O.\~MXA~ fflID.41 r.Ea:?TACl.ES O!'J W!..U..S th~ tE MOtJ;..ITID t4':i Ll:1:3 ThL\N l5" 1!!.0\'f lKE flOOa TH! a2h1'SI Cf 'thE G'::? Of THE ~ll'!!l N,\tl'LE a= ~.ffi:OUl at tv,'fict?...33 NTi:ND3} TO Cl! L".:'.:.O !l-Y THE oca.PANT o::: n.E r.om..i oa JCs. 10 OON!l'.:a. J.J!?:HTl:\"2 !..NO r.:::CE?TAf:!lE ou·n£m mLI.\.'\!Cf!l ro CClOl!N$ H::,.TM;. ;.,w mrra.An-.s. ~rr. otll tr:: ~m r.-:o:;:: TH...-t"l .;:r ~ TH;"; F!..oo:l 00 \'\~ Ft.ATr-o:M.. lHE ~ Of fw: ~ NM.t'Na DE:V:t:.S Cctm o-wJ.. Cf t,0CA1TD 41?: ~ T!i'E LEVa. Of' rte Fl..tl0,1,, ''M'O;';XiN;G f\..A"ffOC\i, 1;;'.0'~ ~Aa:,, 'I'm ~IN..K. GENERAL NOTES t"ZATCC"rol~ 0-:0, ~ rOMiA."'4 1' k "in'l1!Z\! mt.~ Gro'-.<ITr.!C S\'l.."':'!Ol.S 1/4~ TI-1:tK 'QTH ar~m aiu:1:~ ~wnm AT af', Rl;1 l!lTI n-, [tffl.ATmtJ. -UW::t:i.! !17' PD!: z:m) M:.rJ fo;t ~ A !r.W: ;2" W!.-~} CMO f.l:MS ~t· &lA. 1-1/4"' i';;'l~ 1-t/2' "!f S?Aa:. ttl'C£B: t'.'lU. A"Ct) ..,u.o PA.rz ~-V1" il...:..STN~et W t:a::i; ~ :':HZA.'1 t.i,~ ,:':'1!; "!BC'LE ro::a: fro f-.,"'!MJ i!!~'?S. t..'tl!..trt::-l~ ~ f'.A._<m:rns. 1-.":Jl mtm'! ~ OWL t! A l'tt:IT UW1 W ze!I U:S. I I r..:c-.~~i'.!\'::\'J' r.::i rec, cc::: ITTl'C'U r M:N, D!SABLED ACCESS REQ'S, 4!E • • • J • RECESSED COMll. NA!'KIN/T AM?ON D!SP. "BOBR:CK" B-3500-25" HAND!CAI' METAL GR.AB !\AR "llCSR:CK' B-4937 TOILET COiv?ARTM:NT DOORS a ST,LES SOLD PHENOLIC "llOSR:QC 1081 INSTITUTIONAL SERl:S w/ STAINLESS STEEL PIANO H:NGE II VlNY'c. COVEl1ED DOOR STOPS. USE THRU BOLTS w/ THREADEIJ INSERTS 1 STA!NLESS STEEL ONE WAY SCREWS. ATTACH STILES TO WALLS US:NG CONTIN\JOUS WALL BRACKET HAND DRYER rns V. SINGLE PHASE) '1lOBR:CK' B-7007 RECESSED SEAT COVER & TO:LET TISSUE DISPENSER "ll03R:CI<" B-357 4.60 ROBE HOOKS 'llOBR:CK' B-2ll8 W.:RROR ISEE IDER:OR ELEVATIONS) '1\0BRICK' 8-2806 SOl'.P DISPENSER "llOSR:CK' B·--2112 NOT USED RECESSED TO:LET SEAT COVER a TiSSlE DiSPENSEA 1!03R:CK' B-347'1.60 NOT USED HANO:CI\!' TOl.ET ROOM SIGN !MENSl MO\l\lHAWK S:GN CO. MCA-VM-4 SEE DETL. SE/ A2 COLOR TO BE SELECTED BY ARCHITECT HAND:CAP TOl.ET ROOM S!GN M'OMENSJ MOWHAWK SlGN CO. MCA-VM-3 SEE DTL. SE/1\2 COLOR TO BE SELECTED BY ARCHTECT F~N!SH SC~ElOU!LE FLOO~ .. t CI\RPET !GLUF. DOWN!' 2 CERAM:C TILE !l'AVEP.Sl 3. CERI\M:C T!LE !GLAZED) 4, VINYL TILE 5. SEAMLESS RES!LIENT FLR'G 8. CONCRETE !SEALED-CLEMJ 7. CONCRETE ll..'NFlNlSH!:Dl , a li r, 12. WMJ. A. 5/8" GYPSUM BDI\RD ll. 2 L:A YEAS GYP. BO. C. S/ff GYP. BD. o/ WOOD STUDS D, SPEaAL COATING o/ C.MU. E. CERAM:c TILE a/ MASONRY F. SEALED MI\SONRY li'AlNTEOl G. UNi-NISH!:D CM.U. H. CEMENT PLASTER w/ I ~~ \;c~.;;j~ IPI\INTEDl J. D & H /\BOVE It. FA I ABOVE ~ ~~Wf:,Ok ~ CElV:ENT PLASTER ITO PAiNTl C. 4• f\Ul!BER W/MOLDED Clli\'!IS ';; V2' GYP. BD. !ACOUSl'iCAL Fll\!51-D D, 4• COVED ViNYL :; V2" TYPE ')( GYi'. BD. !TO PAll\'T! E. "0",·"" 7,· !Vil' TYPE ')(' GYP. BO. !TO P/\lNTl " "• .,. SUSPENDED ACO'.JST!CAL f, COVED ff CONCRETE e, L!Ni'IN:SHED FOYER +--R00'.'.11\WI.E 101 +--F;00:\11\'\f.\/::Sl i. EXPOSED WD. SANDBLASTED w/ STA.'N FIN. 1A2 <71't1ST NO. FLOOn "'-r'1...:=..1 , accxri r>:o. MEE L TH7Jl l\!O. CBLD!G '------.. \'/ALL MA~ 5 I I 6 \'✓ALL LEGEND: ff WiO!! CONC. M/\S01<11Y UNIT !CM\.llWAU. ' 1'2272u'lmZ:1 8" WiDE COl<C. MASllil!l'lY l.r.\,"T . ICM'Jl W/lil I. Fil ooo::J ;-,;,/',r' 1ttf.'K, u..o:t 2. T'Jl.il':N.. ~FAl':a'!S~ I'S)~ a TYr.Cn. ~ m-~ wm ru m....'lM.f: l>'\.'UOOI ,. mn \','0:11} C!Y.'J;. fC:\t ~ <.'O':':E m1 ~ r.:.nn ~ 'W/ r.;.wci ~ :.:u t.ovu:::t fl.lm1C W.~TE,. C!l.C \','m:O at:£ ~ r:~ ~Fro~ J:".\Tm ~ W✓ l'.A~ Q',,;S>: ~ ~ ~.'/M;'fh.., O"J'E'5.. ::ix osruo FIW✓.EOWALL 1. 1Ym:1J.. tJ00:1 fl:'.:::H uwi IJ:j mm.u:: \',l'X;/0 "' TI"Ne:'k-:m? FI.A,'T,C lf~V.::-lAii.'!., ~ H!lU.O'# t.~TN .. "'P/,!fl'W 1-.1..!R~ " cm..ro n.:1.'!mm'J ii tv.r.i U'® \'.~T /;,'-Sl LEAD C!.A:J D-W.l M.\TCH fDJfJ:Bff il"h>11mUN, U'2N. ii ecrf OOtr.:.! DW..L C:! U'U!c'.:U: ~A I.'~ t'.r.HOITT LC: CF KEY tl1 f:N U.£\"J. &-;f;o-:;~ m ~f. --·---------------------1 HOLLOW, MTL iWEUlEDI WOOD/'!.'LASS a \VOOD STEEL ta 2 2E/A8 "· a lR 22. 6 A 8 C D .. ', PREPARED FOR: r IJii\fi~ 00¼:i/lIDli"i'V lil~On.~ 00¼?.ANV c:::u::.::.:::-1;;7,;1 c-m::1 r::::=-~~ am~ r=.~.~t=.-"'J.::a.~:A= ~ ~ C:7-~ !::.:.,": C':;J Llr;.'.!::1 D-"571~ E~U.C-.~JJ:.A C14 ta~ ~ f:!'.;:-:1,, C:...~.:'.i~ 714=1e::1 00.6 I Chipman Architects John E-Chlpmon Ci9954• Ii 31411 Camino Cnplo'lmnc Suiio 300 I Son Ju:::ir. Copieiriu,o, CA f714-J248-5505 -----"-'-=--"="-----__J I • i -"""-·=-~----- & I J:11"".=:l = -----• -----------1 I -----------I l==--l ! I ' I I I ,-.- ' FLOOR PL.AN SCHEDULES -l ~-1.~,:,· 1'.' ... ,,'l____ I Ch::,:i11'Y.1 ---! I i .I \j \ ' 1'1 \J ---- ft:::tr,:1 -.,,,.. ,,,.;e, A 8 C D E ~ , B . $ ~ I ! -- . 1 ' 2 3 i 4 I 1£t-of0 10'-.:t' -· 0° 10'-:2.a:, -?------"'""'--=--------,1.~~-----------,,rr----"--=-,,F-i--------------,F-· ' J UTILITY BUILDING FOUNDA TIO~~ PL.AN . • SCALE, 1/ 4· = r-o· 'b 'b I • • I "' • • "' ' I e .i ' • 5 ' I ,.. ' '' I " ' I :'.'., l I 6 • TYP:CAL SL.All ON G.'lAOE 4• CONC. w/ 04 o r.ro.c. E.W. c> SLM CENTBll.lNE o/ :i-SAND 0/ 10 1\/J.. V Af'Oil IIAAR:ER o/ 2• SAND 1/ER:FY w/ OOl..S REJ>ORT I NOTE: SEE l.A!\'0$Cl\l'E i'tANS FO:i COi\'C. PAV.X~ O'UTs:DE Of Bu:u:r.,\'G. SEE A7 FOO TIP STR1JCT. NOTES I.\ Dl:T /\!LS 1!1" WiDE UNO n 24" D?. GRADE BM w/ 13)<)5 Tl.\11 I.\ 03 TIES c> 12" o.e. A C t--:T=R=E=,-L..,-L.,.,,IS,_.F=o=u,...,1N"""10=-A"'""_T=. 1=0..,,_N,...,P""'L'""'A,..,.N,,,,.I --------------------,T=R=E,,,..L..,..L....,IS~FL-.O·~o=R_,,P,.....LA.N _________________________ =r=R=EL,...,L.....,l"'"S_,,F=R...,.A..,...M""'dN.,,..IG,,,_.,,,P.,...L-/,"""N----------~---------~-C- scA1_ E: 1/4' = r-o· _ 1 ... 1:1CALl;LJ/4' = r-o· SCALE: 1/4' ~ r-o· I I i ~~ "'ll D / ; '[., I I j I I ' I I . I ''"" . ------·--·--· _____ ,, __ ,_ -----------------------------------------------------------------·------------------------------------------------------11- I I ' ulE 2rE 1 2 I 3 SJ[O) Slfc' ~ 4E S" CONC. BLOCK GROIJf SOLID INTERlO::I SHEAR V\/ ALL FOOTING SCALE : ra r-o• E I I ' I I PREPARED FOR: I !~G\'.:l: 00:V:~U~l'i'V fil~:i'i:!:EN11' 00::t.?AW Ot~=.::::trr:",.':?,ClJW!.t:, f:::.~P."~ ~=,:.'\c::::;::J (n.{)~ =,e:;: c:::,u:oll:::::.c-,,.A::= ~I!, c:r.:.71,,~ ~ta~ ~I':.~~--'. c::::::::::JJf 114=1= 006 I ' ' Chipma.n Architects John E. Chlpm!.n C18954 31411 Cem!no C:opioJtrnrie S:ulfo SOO Son Ju::1n Cf"l.pbirru,10. CA l 11"141246-55$5 __j I _--1 ,_____ I L -----~j FOUi\JDA TION PLAN DETAILS .k!, "" ""'"" ~-cl~ed -· lll'-5.."l l ~'LC'~ SI-et f l ~> •:I' 4 _5 / l l \J I IJ\ -....J \C§) ' l • (JI -- l!./11/,n 1/YJ/U ,r.,;m ,m;,, ,;,,,. =/14/l'lO A B C D I NOTE: SEE DETAILS 5D FOR WALL fiElf',;."ORCEMENT i 2 3 4 ' ' ' ; I ' ' I I I I 5 A ' ' ' ~ ' • , .-la Jo ·1 • . I , I I I ' I I B ( I C I ! 1-1-T-YP-IC_A_.L_E_A_Vr:.-~-@-w-··-A-L-L---------~-c---------~·----·-· -------------------------------------------··-__ , ---------··-···-· ____ , ------· ·-----·----------//;;-c--1 SCALE' : I"= r-o· i '&)) re--M.A.TCH WIDTH OF BEAM 1 ISOMETRIC @ WALL TYP. BEAM SEAT SCALE : ]'a r-o• <---·-·--3 GAUGE GALV. STEEL Pl.ATE f AC TORY PRIMED ,-----1liOOD BEAM @ COL. 1 1/2" \., 1 SECTION @ RIDGE 8. MAS, WALL SCALE : r = r-o· ----~---------------+--------·- ISOMETRIC /"'----MATCH \\mTH OF BEAM ~'f-----3 GAUGE GALV. STEEL PLA1E f ACTORY PRIMED VERIFY DIA. OF LIGHT FIX1URE AND MOUNTING REQ'S PRIOR TO FABRICATION. PROI/IDE TABS AS • MAY BE REQUIRED. 1 2 30 NOTE: SANDBLAST fa.LL EXPOSED WOOD !TYPICAL! r 6, SEE FRAM:NG !'LAN ,; .2'-0" 4 i---.. ··· · T •t .1--;-t <j ~ ~~ [-------~·, j ,/r--_=----=--·3,3,1/4-~. STL. ANGLE w/V~r X :,~r LAG -BEAM SEE FRMG. PLAN ,___ DAI' INTO BEAM "'--·---::;:::,¾,;;-r)·L. __ --.....,_ TYP. COL CAP ~-• • ..,,_'-fJ SEE DTL. l0/A4 --CONC, F!LL MATCH COL COLOR t"' " • --EXPA'J. MTL. LATH ' 1 MTL STRAP EMBED. INTO ,,. ' I ,----.. WALL OF PRECAST COL. I ATTACH TO COL, PER MANUF, II RECOM)I.El©A TIONS. PROVIDE l'I ARCh'"T WiTH SHOP DWGS, I FOR APPROVAL I r~--·-· --P!PE co:_, !'ER PLAN 3E 3 MIL ROOF o/30• UNDERLAYMEr,'T 7 /_./' 2 ROWS B.N, / PLY o/1"6 T & G O.F. DECK'G .,/ /_.,,, w/'12} 16d TO NAlLER TYP. I .. ~. I / -~ ' , '" 4,8 CONT, NALER w/5/ff' , ', DIA AB. <' l8"oo , CTRSK, 1/2" MAX. '· !2! <5 TOP CHORD FOR 1\DDffiONAL {_,.-c\ INFORMATION SEE \:::; INT. WALL G> ROOF SCALE : r= r-o· l6 • 8" 12" O,C, W/<JO,IZ' "DECKMARI< PLUS'" SCREWS i2l <> EA. CONNECTION ~ f."----''--",._ ______ ,_"""[2_,.::,J.,.,,1. -----· ,r---·----?'-1;", ______ ~ I [i)__L_jl ( -\@ @' ------~~~=~!-]:]? ... ~rrP, COL CAP I ....__SEE DTL. IA/A~ ..J MORTAR ~ PIPE COL. PER PLAN ,_ PAECAST CONC. COL, : SEE OTL SE I TYPICAL TRELLIS SCALE : !'• r-O" 4 4E SECTION I? RIDGE SCALE : I 1/2" = 1· -0' B,N, H3 O RAFT.--.. MTL. ROOF \ \_,-' 1 COPPER'/ " GUTTER ' PLAST,o// / RIGID FOAM 5/IT EXT, PLY.' TYPICAL EA VE G> WALL SCALE : !"• r-o· ~4 x 10 RAFTER " 24' O,C, ~---- • liDG• BEAM 5 MTL. ROOF o/30< UNDERL4YMENT --1 • 2r. 17-2'1" o.c.-·--· 2:t BLOCK'G .... ---, PLAST. o/ //, A(G!D FOAM . 5/8' EXT, PLY, / COPPER'/ ·_. GUTTER PL/\ST, o/ // ~-RlG!D FOAM 5/8. EXT, PLY,/ / , I MASONRY(2E\/ LINTEL G l SLOPE Pun. -----1-- /2 f:\OWS B.N. ,/ PLY o/llo8 T & G D.f, DECK'G // ,/ w/1?.i 16d TO NA!LER TYP, ' ,, TYPICAL EAVF r,, OPENING I SCALE : r= r-o~ 6 I D ffi -----i---, ,---.-" I 11 11== J1 1~f ~ =, !110.\~ ~ I~I M, AiW,@ ',='1,'¥<'1@ ! 1214 """"""""' Sll'cot _J ~_ro. Cdt'om!:.. 91103 m:l~ 823~7 r-· ··----.-·--·--·--.... ----.. --.... --------·----~ I PREPARED FOR: I IRVIN!E 00;\/JMUNITV D:E\JELOrW.ENT 00:vli"A~'Y er: ~,'iC(UW"~.:JE:i IJa"'.,'\'Z CIJrIE ~ tc:~~ ctJ..~~~ U14)~:00 ------------·-·--1 ~~ by;: City U,.-;?0 ~an A!!~ l Kc-~ E. C.'Y!::h, MA , 244· H::1 ~ t»~M~ Q:l'.~1;'.:l.C~ 714C;$-1oll$ r- , _F,_"'h_im, _____ !ly~--="'-"'-- :eun.oma nm. RN. 6/7/00 r· .... --------·-·-·· I I ~ z w = ~ ~ :J 0 oc 0 ~ cs Cl U' z m,, V""' 0 fa 7 ~-~:i -0 I-'ll"'" 0 :--u ► ~~ ::> ~ oc 0 t) 00 ~ ~I-I I-oc z ~oc ~ -o 0 oc 6 Zn. 0 g ifi <€' ...J ...J ~ w 7 ~ ::::) c::;? t5 J.1=, ~--"' !JJ I-~ J: 0 ~ i j ,---.. ---------------------------,·--···-----~ ' FRAMING PLAN DFTAILS ' Job NQ. _ 97-523 _______ I Drnvm ~t~ ! ·--~--I ' ,',' ,, " s " ,,, ' ' ,, a ,-,, .,_, ',,i ,' t ,, ~, A D E SOUTH INTERIOR t:LEVATIONS Vv'Otv1ENS RESTROOtvl tt'J\LE , v1·= r-a- I i□□I i 1□□1 I o_g_j I I L I I >f/Y/1 I \ • -~--___,/ g i to. V V, / , / / ----8 :< 13 x 18 PRECIS10N C.M,U NOTE: SOLID GROUT ALL MASONRY WALLS ITYPJ CONC.----.,------86'\iCH I 4 • ?.T. t w/ 1/2"<1> • 10' L A.& " 24' o.c. OFFSET PLA TI: SO PL.ST. IS FLUSH v,; Pl.ASTER BELOW 8 X 8 X 18 -----;,.. Pl1ECiS10N C.M.U. • 05 <> s-2• VERT. 05 ('l 48" HOfi!Z. ---;::,. CEM. PLST. ----F!l;'i•,:- 05 DOWELS " 16'oo -ALT. HOOKS IN fTG. ., I I I FOREGHOUNO -----------Ir~ ~-~I ,'{.... ,_...,._,__,,..;-').· ------' '-------------coNC. CUli3 ~---~- \f,/EST ill:' A0 .....,..,O.,_., [7 SOUTH CEM. PLST. o/ 3/8" EXT PL YV/0 w/Sti °' 8" E.W.M I I -!::-+--/\LUM. GR'LL r -I I r-·-_-c_-_ .. ___ _, ___ -f:;f."':.z.-;i/-'121 •s Tll!l I ,:;,--+t---e---WALL 8. 0000 1 1 • I '.b • I "' a' CEM. PLST, 9 CMU tr MN. -l;'.r ~.Alt _j TO? Of TQl.,fT t;cAT NORTH WEST BEYOl\'D , ' m I ·' I >'.! • 0 ·' a, I • I I ' I - 9 .. "" • 0 lk ~ -1----~~-~·~ l SEE~ n PLAN ~ v I ' .J II <:I--·--2 • 4 STUDS " 10· o.c. I!:'.----CEM PL.ST. o/ 3/8" EXT. FL YWD j ;;;I ~ "'Lr --LAP f\8N, .;;r'! EM T MN. 36' •s DOWEL, <> 16' O.C. ! ' ~VZ' P.l\!l:US TYP •. 05 CONTINUOUS . J..,, 121 05 CONT. T&B I '--"'---ALT.BENDS I SEE Ji PLANJ I I ) '=<t I I • • I" i i I I I 1-11 I----I 1--l "----PRO\/IDE PROTECTIVE W~AP PER HAl\'DiCAP CODE !TYPlCAU NORTH - Ll ~ EAST I ·001 l NOTE: ,1 "u·[1, i'----t-_ TYP. TR.'M AROUND ~ OPEN'.i\!GS TO BE , 1 • "u·D , CEM. PLST. o/ 2x6 PDWD. I . ,,., '-------. SEE WOMENS INT I --......, ~ FOR SIM. NOTES ~ §§ DD r 00 1 1 ~w.E+!!M /\ROL,'ND DD 1~□,1 j::-OFEl\".NGS TO GE OD DD I CEM PlST. o/ . 2x611DWD, I I ;;;;:; I ,------r-CEM. l'LST .. , .. 'I' ·1, ,. .14, I I,, ·,; 2 • ST'JDS " 16" o.c. ;:'!ill,!,;' -""W,6--,!iil .;_. 3/8" CDX P'1. 'I. IJ.N.O. !c':i ,i /111n" 7 /8" ISEE SHEAR PANEL SCHEDl '.)' I I ,,, -l'LST. STOP ,: i i I I I I ~ ' : 7:: :± I l -SEALANT , 5/s· ~wR..s~~~li:l:rl C, CMU C.M.U. I Sl:E SHT. A7 FOR TYP. STRUCTl. NOTES & DETAILS l I -' I t l · i TOILET ~OOM ACCESSO~ilES CD 0 G) 0 G) © 0 © CD © © ® © RECESSED COMB. NAPKIN/TAMPON DlSP. 1lOBRICK" B-_3500-25c , HANDICAP MET AL GRAB BAR "BOBRiCK" 6-4937 TOILET COMPARTMENT DOORS! STILES SOLID PHENOLIC 1!0BRICK" 1081 SERIES iNCU.iDES STAN..ESS STEEL PIANO HlNGE & VI-NL COVERED DOOR STOPS. lJSE THAU BOLTS w/ THREADED INSERTS & STAINLESS STEEL ONE WAY SCREWS HAND DRYER ms V, SINGLE PHASE) "BOBRICK" B-7007 • RECESSED SEAT COVEil & TO!LET TISSUE DISPENSER 'EIOBR!CK" B-3574.60 R0!1E HOOKS 130BRICK' B-21l6 M:RROR !SEE INTERIOR ELEIIATIONSI 130BRICK" 6-2SOB SOAP DISPENSER 'llOBRICK• B-2112 SHOWER GRAB BAR 1lOBRICK' B--490-38 RECESSED TOILET SEAT COVER & TISSUE DISPENSER 1lOBRICK" B-3474.60 TISSL'E DISPENSER -"BOBRICK' B-388 WITH SOLID WALL ANCHORS 1257 SffiESI HANDICAP TOLET ROOM SIGN !M"NSI MOV.t-'AV.'K SIGN CO. MCA-VM-4 SEE DETL 2B/.~6 COLOR TO BE SELECTED BY ARCHITECT HANDICAP TOLET ROOM SIGN IWOM!'NSl .. MOWHAWK SIGN CO. MCA .. ·VM-3 SEE DETL. 28/AB COLOR TO BE SELECTED BY AACH!TECT A D i I I E ' • f l J!i==== ____ J liJJ.111 , 1". r 11 PREPARED FOR: !PMNE 00:vl¼UNITV D::IIE~O?s\/.:!:MT 00:V:FAl\l'\' c:» rcN?Om C'.:'.m:Jl: en,¼ Cl!TI7Jt=? .. re.·.~~ ~~"-Ae::::::l Q'W)~ ~ t-J: c:Jy ~~A!:~ ~ E. ~i::h. AJA ~!-CIR.er;:;, ~ t!.~ Cc:.~~ 714 C-~1.(Sl 086 . Chipman Architects John E. Chipmnn Ci9954 3Mli Camino CaJ?istrerH:i Swlfo 30u Si:1.n Juan Cr,;pli:rtrono, Cl\ {714)400-~904 1------------ ' l--·-.. -, ---------J I ' I I I I i .._, _______________ _, . ·1 INT. ELEVATIONS WALL SECTIONS 1~1:g111~~11:1,(·1(,i;;~!·f.f1f~~:'i!;\?1r~.\1_1;_:;~r11r:!1i~l(~i~1tj {,~51 ~~f · .-~~-~ •. iw-~. • '~vis~. _ 'ly,~ I !:'e' •..••••.• ··•·---·· -.;,r,j ':< '· ·':,/·/'-·-~,; :<·: :l?•",''o 1 C'✓,.·'\'--': !;:-•i:_~ !-?;Y -- " ~ 87-523 ., Jcl., No. .,, ~ "' >-a ~o "' Dra..-.'l'i tar.~ ' ~-"' -" ~ "' ~o ~ C~ed @G 0 ii" ~--o " :,: ;!; -0 A [~ "'C, 0 ! = I ;;}) --' < 0 • "' "' 0 zl;: "' <o C ., iu 0:: / ....... 0:: l v- +"· 1 ::u .., " = " =I I A' I 7, C D I I 11 .. ' I I i □□ □□ I r.n ULJ I I I . INTERIOR i::LFV A TlONS WOMENS RESTROOM . ~ : 11-r• r-o- I II I >---V4"El(FN,GOl.T UE!: !l:Y".,.J\f! MTUl. ~COinl! ST!IAP Tllll A AT JIDIT!l tv'.!\TOi DO\"Jl\$'01.1T IV.: 1 11!. A)!Grull)E lr-17 . ~ I I ' ' ~ II i_j . __ W -,.,_ ' -===--~ -· ____J ! J-g ' I I I ,, I ! I I I . 1J ' I • □□ I Bffl □□ □□ :.= 1 .gffi, . :: :::; :::::: :::: ::=: i • I I • □ • ~01 ll I ' ,I -I I.<> • .. 12 ... I s I I SOUTH 'b' r· ~. i I □□ l □□ □□ I ir:~t= SE \".,',",U. ,a\!i AP. -! ·= = EAST -.,,,.,, \'-arrb ro t.1;,\m-r llizr.o:t17r:!Al'L I= ·= I I I I I . . . .. / --. . IE \ -J - !'I.ST, r,/ !;;tm FOA.Y. ,, J £C \ A5 1 'I • I I I I ' 0[0 □[] 10[] • I I • I I • . • _j , ... ; .,,.,! ffl 5 ... , "',,.,,,. == 5 ~ i . -I i ' I ' 1 ' I ' ,., i. ' ' ' I . - 1 [aal 1 :: I I '-·-@"" I I -- • I I • I I • T ... ' """"""""""'-• ~j l2 I s NORTH 1, ~~ :r ' Cl ' AlJS\! s:ID.'3 \V/ llAFlBill T'lnCJ\L A I> / V ~ !/ ' I I I! i 1--4 -1 w A (0 .·-1 .,. -<ii b 5 ·' b ~I ' I A I I <E -., V l '---I~ =-' •~,= =~ . -. VVEST ~ ¢> <v ¢> ¢ <v CEV:ENT F'..A!lTEH PM'ITEO Cf!V31l' R.AfJ1l:ll 'IBM PA!N'!ID f~ COXtz.. ~ Iv.Ow-a) =·MS!lA .CO::i-Gl,l GUTlEw U. 00\.~~'?Cr'""OUTS BTEa-ootm a FnA'VZ. ,1.u.,':\1 ~ Pl\.."iTEO !ll\.llANAR Q;\! AI..L')I.NJ ~ \~.:oon Ct.En. tt4MTJ .. AS"f'B:",J STAXa> / 01. Y!v:r;C 12 =b t::::l h.::--cAST COXCh.:TE SZ:ALED C!.STo:.t 'FAL'l< f.-.!JSH TO MATCH l'iIDJECT ENlllY, i\fl'UED BY, KUIT SCI-MDT AH I STUO:O 114,'C!3!-il4:0 fl.U.EROffiBII <S-,(17 'j)OU!..Elf Arn' ~ CONC. DES:G:G ~ STOXE, 'CAfW\f.i:l..• W'.J.. A10H OOm:R Iii!\ T\Jll.AL PA TI,!~ ~~~-LI "'l'AUn:" £:F.f:lA CO~"C ~~,m. ~ STOX;~ ''CAAAff.ZI..~ • ~ • Ml:t1lJ l'l.Jl!l'!6l FUU.!:Aotll:3\l PA!m'EO <G-!Jl' 'llOUl.EVilli!)• ¢ C'-a:l.l\L COA'!Ml W/ CLOCK Fi.l.6l FW..Ell 01:.'tlaN <G--Ol' "llOLUV AID" <e> EJtT!,;'.c;; = MITAL FW..EROlm:EN CG-07 "60ULEV ~ ¢, LA'\i'L Fl.AS1lC COit.'11fES \N.L,,,~ ll ro:u:, P/\HTmo:o ~ ~ l'W\'ll Dm'6:l S~"'n< ~GF;fY 05 VEIT. 0 D 0 ' ----,..,_. :,,, ALUM FRAJ\I.Z SEEDTLGE/A4 IA I I i I I L. • I I I I, 11 I I i ~c I 11 I ' I I lo I i I I 11 I 1IE I I PREPARED FOR: !l'Ml'!E 00:V:)::U:l!ITV CE\/iELJJ~~ CO;v::?AN\f O~~C.1i0tr::"~-:.cwrac::i ~t:=.~~~t=:'J rtt.".)= [l[l.t, Chipman Architocio John E, C~;:i,rrt:1.rt Cl9954 S.!4U Cem!n:::i Cepictrono St.dto !SOO &n Juan Cer;::kiii"orw, CA !714)4('1-.S-2~04 ---==1 ~ @~ ~ (""" 5 ~) 2:::i (0) 0? lo) L:::..'::::i " •• ~ (g) ~ fa\ 57c5) ~:;;; (0) ~©15 (Q)~ [83 v=> 2?"©) t(O)~ s~~~ ~ f '!.s ~ 0 ~@.!!J ~~ ~~~~ '-,) c~ Q @£ ;;,~(ct; (0) f:-= (o' (o\::i © Q) ~·' (o~ ?.5 ~ .;;n l01JJ O:D1J '-/ <'.'.'.£ ~ ~~ G= ~ A (6) (Re:; ~ • EXTERIOR ELEVATIONS DETAILS ,, ,'! "' i] ,, f) \'I f.) ,, 'i!)' '~? .. " " ~ J~~ _!)l'·S?il " ~Jr 0 :; .~ w rim= r:1.r.:J ,,~ ~ ' u-r; no s ~e:'I l$" " ~·H I! :!!Ji -" I\ ~ "' /;/~ = {()) ...l < I 'u V 8 ... " ~~ ©I • o!u a: I i ' . \ I -0 ' lJ'i -_J CP \ 0) Ai I ; I 2 !o • 11111-mu d 00 _jl l . -. . . / ~---•4 CONT, TOP 11. BOTTOM 1A TYPICAL EDGE OF SLAB 18 12r- 2A I PROVIDE BOUNDARY NAILING <> CONT!NUOS SHEET EDGES I 4 5 i 1101.. T SlZE I Ell/:BEDtv:ENT j 1/2• DIA. 4· 5/8"' DIA. 4• 3/4" DIA. ;!: J 7/8" DIA, u I" DIA, 7' i --'----· -- TYP. ANCHOR BOLT EIV1BED. 4A --11------------------------------1-------------------------------; J;r-tr b ~~ SHEET WIDTH I 8 I I I TYP, AT /\LL MASONRY WN.J..,S \ USE OPEN END BLOCK w/Ol'EN _ \ END NEXT TO CLOSED. i ; :;:,.., --SOLID GROLrr TYP. ·.: : ,, , I \L.TYP. AT WN_L TO WALL KNOCK OUT SIDE OF BLOCK SO THAT GROUT FILLS BOTH CELLS AS ONE NOTE SEE DTL, 4C FOR ADDt. INFORMATION TYP. tl.4ASONRY WALL SCALE N.T.S. WALL BEYOND iC I TYPiCAL MASONRY LINTEL -11--------------------------~------1-------- I D PLAN NQTES l RUN LONG DIRECTION OF PLYWOOD PERPENDICULAR TO JOISTS, 2. SEE PLANS FOR PLYWOOD THICKNESS, NAIL SIZE A"lD SPAClNG, 3. PROV!DE MiNiMUM 3/8" EDGE DISTANCE FOR NAILS, 4, BOUNDARY N!\!LING APPLIES AT ALL DIAPHRAGM PERll;r,ETERS. ALONG SHEAR WALL LINES AND ANYWHERE CALLED FOR ON THE DRAWINGS, 2~ TYPICAL SHEA THl~'1G WHERE ANY SIDE OF OPEN!NG IS LESS THAN :r-o· WIIJE, PROVIDE •4 HORIZ. <> 1s· o/ c IN/ ST ANDA RD 90 HDOKS AT ENDS T----;f TYP WALL REINF,: 2-· "5 CHORD BARS I I ,:5 \IERTS <> 32" o/c TYP., U.N,0. --~ I ,,5 hORIZ " 48" o/'o _7 \\,, II ~ 2-•5 BAAS <' ALL I EDGES OF ALL j \ OPENINGS, U.N.O, I I <>5 BARS ! -~mr~I I, I~=, MTl-r.N 24• , 1· LL PANEL DGES ,---c<i?-!¼ii-!-==-• \ 2) EA. FACE I 1 ., ~ f / :YP: USE INTEL BLK. ' I X p/ALL Of'GsHtHr! -'--irU ~ "- JUNNING iOND,TYP ../ I ~40d/24' MIN.,TYP, I • ~i'OA.L.ro , r-FINISHED t,f FLOOR 1~-TOP OF V FOOTING i II " I ..s OFFSETS AND SPLICES TYPICAL STIRRUPS AND TIES o,..c..1 roo 'f3 nru .io l);;ul FOO eQ 11-W er, 35 T'(PICAL REBAR BENDS JJ _.,..---PLACE VERT_ REINF. -~ Ll ,.,,~ <' CENTERLINE OF VI/ ALL ,-J-.,. ~/ UN,0, I* ' I ' d a Dl/,METER OF RtENPORCEMENT l l l lUJ CORNFR lt'-lTERSECTiON SINGLE LA YER REINFORCEf\llENT 2C TYP. MA,SONRY CONSTRUCTION 3\C REiNFORCEME,,,rr @ CORNERS 4C -------------+------------------------------1 I i4 i.,5 @8 G( ---+---------i-·---+----+----- Gr40 GrBO Gr40 Grf3C Gt40 GrBO Gr40 GFOO Gr40 Gr80 2000 3000 ss 82 ro i04 as 1:.t2 ma 1aa 2a 59 so 74 63 as n ne 2iD TYP. CL/\SS "C" SPI_ICES VALUES A NORV:AL f CONCRETE. IPLY BY L33 US!NG UGHT COJ\lCRE'TE. I ,1====-! i===::::::i,-,F=='--4 ., , ANGLE _ __j __ I ~ ~ il' I I I I I INTERSECTION , 1 I ~ END LENGTMS OF BENDS ,--SHALL BE THE LARGER OFIB. OR AS SMOWN IN TYP. BENDS DETAIL <JB DOU3LE CURTAIN .------..1-[ --------, r-ANGLE ~ ~ r -I I _______ .., 1----.... I INTERSECTION i I ,___.,.. -~I .__I., ___ _, END SINGLE CURTAIN 30 REINFORCING BAR BENDS I 4[0 1---------------·----------------1--------------------------------;1-------------------------------1 E .,1,-MNIMUM EMBEDMENT w ~---J-.·• .·1 I . . • . . i !/ I • ' ! ' • 1 BOLT • ·1· -MIN!MUM 1 SIZE EMBEDMENT I ' V2" DIA 3 VZ' 31/2. 3/4• DIA. :3 1/Z' NOTE: PLEASE ALLOW ENOUGH SOLT LENG.'iTH FOR THE tvtN. CMBEDMENT PLUS THE WJDTH OF THE !v1EMBER BEING BOLTED- §j I NOTES: , ,' • • [PIPE THROUGH ..-1--• _ _.i-,,FOOTING l ,-=='-"·~':--FOOTING I> -I '\ I Lp1PE BELOW ~ FOOTING ~ -SLEEVE NO EXCAVATION BELOW THIS LINE ., I. NO PIPE SriALL PASS THROUGH FOOTING WITHOUT SLEEVING, 2. PROVIDE SLEEVE MIN. l' DlAMETEll LAflGEH THAN Pll'E, ' l 4E b 1"'51W"'""'T Je ' , ~AAL I. lHE CONTPoil.CTOO Sl-i,i\LL Y,:...RFY ALL D:vl:Ns:ONS Af\D COM)IT!ONS AT 11-E JOO.SJ'TE AND SHALL NOTIFY THE ENG~R OF AN"! OlSCREPANCtES 00 NCot-$STENCIZS WITH NN WO~ 00 INVOLVED PROR TO STAITTlNG CONSTRUCTION. f.l. ALL PHASE~f:!R-,WOP.K SHALL COi".FORM TO iKE:z;-. STAi"VAF:vS O.VHE 1001 UN:FORM BULO:NG coo_y , ~.~ A"_/ i 3. THE DRAWINGS REPRESENT THE: riN'iSREb STRUCT i"\C. U-t.ESS NOTED OTHERWISE. THEY 00 f\'OT NJ:CATE TH.i;; w:ETMOO OF CONSTRUCT!O."i THE CONTT'IACTOH SHA.LL BE RESPONSl!LE FOO FRO\f!O:NG ALL MEASURES NECESS,..,\fff TO PROTECT T~ STRUCTUiE, WORKMEN. ANO OTHER PERSONS OUR:NG CONSTR".X::TION, AND FOO CO.'\!DUCTlf'-'G T'r-E WORX N A SAFE MANNER. 4. ALL ARTM SPECIFICATIONS SHALL l3E OF THE LATEST """"'"'" 5.. WHEflE CERTAIN FE.\ TllES OF THE CONSTRUCTION AflE NC>T FULL 'r SHOWN, THEIR CONSTRUCTION SHALL E.E Of THE SAME CHAAACTER FDA S,,.::LM CONDffiONS CALLED FOR ON iii:: DAA WW<iS. 6 8". BEFORE SL.laSTilltrtNG; /1, 11.-YH..IFACTU?.8) PRODUCT Ct\Lt.ED FOR ON TI-£ PLANS, CONTRACTOR lv'LJST OBTNN THE APPROVAL OF 7M£ EN~ER MO THE BULO:NG DEPT, IT IS Tl-£ CONTFIACTOO"S R£SPONSeLITV TO PROVE EQU'IVALENC'f OF THE SU3MTTED PRODUCi nf'!OUGH 'THE SJ.JBt\-'JTT AL OF LCB.O.. REPORTS, ETC ?. CONT!t-.'VOUS lh?ECTION BY A PERSON CEiUlf!ED BY TH: OOVEFW.'\!G MUN:aPAL AGENCY Sl-tALL BE REOVJiED FOO ALL FELD WEU:XNG AM) ALL CONCRETE OVER :2000 PSi, 8, SEE ARCHl .. SPECS FOO A001... INFO. C'..AftF'lf ANY OlSCftEJ"AMC!ES \.VITH AACH!TECT, FOUNOATION3 /,,f~r"fflil~a'l"iil&~u7~~2R/'leJ~~li")-£-llEPORT BY ""'G GEOTECIWCAL 2. -~LL SITEWOOX. FOOTl}.!G EXCAVATION, t2HA1).'NG AN!) FOlNDATrcN WO!«. SHALL BE DONE N Co.v.?t.!ANCE \IVITH THE lSM u.ac. 3. F~ T!ONS ARE s::iREAO AMJ CONTINUOUS FOOT~GS ¼'ITH AN ALLOWABLE 001. BE~ PRESSURE OP l50C?SI" fCil..lMJ,EO 12"' ~-:N. BELOW GRADE. 4. PR:OR TO THE CONTRACTOR REOUEST!'NG A Blfl.O:NG DEPT. FOUND_ NS?ECTION TH: SOLS ENCl..~ SHALL ADVISE THE &.i':LJY.NG CFFJC!AL IN WRITING THAi: A. THE 81.J.LD:NG PAD WAS PREPARED ACC01D:NG TO THE: SOLS REPORT a. 11t fCf.J'ND, EXCAVA1"0NS co.v.r1-Y WITH T!::H ~"lTEi\IT OF THE 601..S REPOOT C. THE UTLITY TRENCHES HAVE DEEN PROPEAL Y f!.Acr:FLLED AND CO.WACTED, CONC--raTE !. PORTLAND CEl\f.ENT SHALL CO!',FOO..J/ TO AITT"M C-150, TYPE V LOW Al.KALL AGGREGATE FOR AEGU.AR YJBGMT CONCf:ETE S4ALL CO!';r01™ TO ASTM C-33. • ~-ALL RElhf'OilCING SA.'15, me..~ BO'-rs ANO OTHER CONCRETE iNSEffi3 SHALL BE WELL SECl.NE) IN POS!T!ON BEFORE PLA~IG CONCRETE. a MA.Xll\f.U\Jl SLt.11\'iP SHALL NOT EXCEED 3' +/-r FOR FOOTiNGS. SLJ\BS- ON-GFIADE ANO MM.S CONCfETE, A,'[) 41~ ~/-r FOO OTHER CONCRETE. 'I, 11.:NIM.JVl Q TlW.TE CONCRE'ie CO.'VW.ESSIVE STRENGTH AT 28 o,:rs SHALL BE AS FOLLOWS (M:}.et>A.N :5 SACKS OF CEM'::.NT PER CU1lC YARDh 1 SLABS ON Q\t!J)E 2000 PS! 2. FOUNDATIONS 2500 PSI 3. GRADE BEA.MS 2!"...-00 PS 5, PROJECTING COONEHS SHALL BE FOR:1£0 WlTH 2/4" CHAMFER UM..ESS OET ALEO OT/tRWi'SE. 6. COh'TRA.CTOO SHALL ?00\/DE CON;i"TAUCTJON NO CONTROL ,X')!NTS N CONCRETE &..ASS AS f\l:Qu:REO, 7. OEFOA'E CONCR'::"f'E IS PLACED THE: CONTRACTOR SHALL COOPiO!NATF.: A1\0 CHECK WITH ALL TRADES TO ENSt..R;E THE PROPER PLACE1\.'\ENT OF ALL OPS-..~, SLEEVES, CU'!SS, !NSERTS. OEPflESSK)NS ETC.. R:;;:LATING TO THE AS SHCJWN ON THE 00.-'.WTNGS. fl,J'f'f CHA.,'\'GE' OR OISCREP'A"iCY SHALL BE APPROVED BY n-E LOCAL BLr ... DNG AGENCY Pfi:OA TO PLACNG Of' THE CONCflETE. 8. ALL CONCRETE WITH COM?RESSl\lE STP8.'GTH Gf!E.ATI=TI THAN 2000 p:i Al 28 DAYS SHALL BE PLACED lNlEFl -fl-E SUPERV1S:cN Of A DEPUTY-INSPECTOR L!CEI\SEO BY THE LOCAi~ BULOW Off!CiAL, ~ l. ALL REPEOOCNG STEEL SHALL CO¾FORM TO 'TH!:: REou:REWENTS OF ASTM A-815 GRADE 80, EXCEPT 11l3 AJ..o 414 BAAS WHC'rl MAY BE GRAL..~ 40. ALL fi:EQ,.FORCNG STEEL TO SE WELDED SHAl...L ee A-700 STEEL. ;2. CLEAH COVEMGE OF CONCRETE OVER CUTER fiEI\FOflCJNG BARS SHALL BE AS FOL.LOINS: A. CONCA.ETE POURED D'.RECTL Y AGAJNST TKE EA?tT!i, S'" CLEAR.. 8:. CONCRETE FORV-ED AGAINST iHE EAATH OR EXPOSED TO Tt·E WEATHER 1 V2" C'LEAI\ USC 2~ Ct.EM FOO •9 00 LARGER. C. A.LL OTHER FCftV:Eei C:JNCRETE. g,,-4• W.lN. S ALL REl!'FOOCING BAR SEMJS SHAU .. SE CO...D, ◄. RE!NFORCNG STEEL SHALL BE SPL!CED WITH CLASS "B~ SPLICES lk.ES9 NOTED OT!-ERW!SE. FR'Ml.'.NG UJNZER t ALL Llt\f.3ER SHALL BE COAST !!!.EG:ON DOUGLAS ffi-LAACH AID SHALL CO\'-.f'OR.\'l TO THE FOLLOV,1NG GRADES NJ ESTABLISHED BY THt;, W.C.LJ.B, Vi'LESS NO'H:D OT!-EffiNISE ON ll£ DMWINGS: A>STUDS: l. NTER:Ofl WALL& STLO GRADE 2. EXTER:OR WALL& N02. a TCP PLATES: N0.2 4. B"-L PLATES, PRESSUl.E TREA 7ED N0.:2 llBEAMS Af-v HEADERS; l Ai~ THCX: N0.2. NO.l SELECT WHERE EXPOSED 2, l:t l\1+JJ TH:CKER NOJ SELEC1 C:?OSTS: l At.l POSTS: NO.! O.GLU-LAMS: l GLU-LAMS SHAU. BE A Crnv31NATION :MF-·V4 AS ESTABLISHED 6Y THE Aw.ER:CA.'l NSTffUTE OF TIM3Efl CONSTA'JCTION, AM::! SHJi>.LL CONFOFIW; TO iHE RE~'IENTS OF THE U.B.C. STANDAFD 25-10 AMl TO TH:: FOU.OWING: fb--2400 k:Si, FdPEF.PJ=G~, Fva:"!35pd, E"'m~. ARO.'fTEC1'Ul'VL GRACE Af'?E.-5-.RANCE fU,.L£SS OTHERWISE t..'011:0J, EXTER:00 2, a GU£ DRY t;OM)ITION CF USE. TBt?. QF THE !:lULD:NG SHALL NOT EMCEED 150 DEG. FA."I.E.NHEff. l,,L,_ BE EXTEROR TYPE AND S!iALL COM"O!~ TO US. COM:vn. CS253-Ba TOR SHALL SIJBMIT A CERTIFICATE OF NSPECTJON TO THE BULDING !:ACH BEAM 1 POST PR:OR TO ERECTION, fl!!.~ ~~s(locc~~lsvf~ StPORTS ONLY eo GLB NOTE: ,..U. EXPOSED LU.iil3ER TO BE NO. ? SELECT FREE OF H.:AtiT CENTER :2. ALL FRAW~NG A\!CHORS, CLPS, STRAPS, HA.\!GEF!S, ETC, S!-1.ALL BE AS M.ANiJFACTL~D BY 7!£ s:M?SON CON!PANY 00 BY AN A.t:'ffiOVED EOUAL. 2 M.AmVUVI UNFRAMED HOLES N THE SHEA TH:t.:G SHALl. BE 3" IN OiA.\Af::TER. DO NOT CU''f 6EVONO THE lMTS OP TI-E OPENNG. 4, ALL NA.LING SHALL CONFCAAA TO UJiC, I ABLE ~s-o. SEE PL YWOOO SCI-EDU...E FO:l SHEATHNC. MN. NALNG. CO.~_fil,,_pcx M~ l, CONCRETE SLOCK LNTS SHALL Bt: UGl·tTWEIGHT GlADE 'N" lNTS COI\FM..OJG TO ASTM CBC! AND WC STAMJARD 21-4, LATEST ~Y. FEFER TO Ar:ictiTECTUAAL OR.\WINGS ANO/OR SPECF!CATK»S FOO BLOCK S1ZE. FACE. COLOR, JO:NT!h'G, ETC. MN lLTMATE STF:ENGTH Of BLOCK SHALL BE 1500 PSI. 2. B;_.O..,,< LNTS SHALL BE MOiST AT THE nv•;E OF LAYiNG TO PREVENT DEliYDAATION OF MORT AFi AfSJ GROUT, At© SHALL BE FREE CF ALL SL!llSTANCES v\lttr..,H MiGHT M?Am THE BOMJ OF Tl'"lf UNrrn TO iHE MOAT AR A'i'O GROVL 3. MORTAA SHALL BE MACH:NE MXED TYPE "'S" ~-m< CCNS!ST'~"JG OF. SV VOLi.ME, l PAfTT CEMENT, 1/'1 PART 10 V.2 L.JME P', . .ITTV, ,AJ-.0 OAM? LOOSE AGGF.EGlffE HOT LESS THAN 2 V ➔ NOR MORE TI-!AN 3 ri,-J.Es 1Hc SUM OF TH'c: VOt..lJ\IES Of' CEVE:NT AND Ll.Vil:: P'JTTY US"ED. .i;, GROUT SHALL Bf MACHi\'E MXED (!.Y VOLllv:E AND CONSS1" CF l PAJIT CEJ,f.2NT, 2 00 3 !"ARTS SAl'.O, WITH VlO PART LME PUTTY. GP.Oi.JT SPACE MOF,f THAN~~ IN WIDTH MAY HAVE IN AOOITI0-,\1 TO THE SAME NOT MOf!E WAN 2 PAITT8 PER GRAVEL 5. CEMSNT FOR MOR"f P.R AN) GROlff SHALL· BE LO\<\' ALKAU TYPE COf,,FORM..."10 TO A8TM C150. fl MORT AA (TYPE SJ Al\O GP.OUT SHALL HAVE AN lL T!W.ATF. COM?Ai:.SSNE STRENGTH AT AGE 28 DAYS OF: MOOTAA 1800p::! GROUT :.moo J:ld 7, SOLD GAOi.ii A.Lt CELLS B. MN LAP OF fiEM"'ORCNG STEEL SHALL SE 4B SAA DIA. OR A f,,,';N. OF 2'-0- ~icilUi~~nJrL-WEt~m~~lt~~~~Dl ~llt¥~l;i lO. ALL GOL TS SHALL BE GROUTED IN PLACE ¥/JTh AT LCAST 1 INCH OF GRClff SF.Th'i::.EN T!-E Bet.. T ANO lliE MASOM1Y, lL SPECJAt:'-!J\iSPEC110N S PEOU1C:D PEA SECWN Trill, VOLU:01:E Ii Of ~ r,maN Of THE u.ac. <&, . ' 6 A D - E 'l,~~t5)1f· ~I • • ,! JG !ii 1 11' L : , rl====' ===J --·_ i ~ ,, --,i \. : ' ' PREPARED FOR1 IRVINE CO:itlMUNITV CE!aOF.;F.E."\!T 00:V.?Al"\!Y 01 tc<:.-rom-m~ ~i:. o..'m:l eo r=.-.70:::7r ~ c." ~-!A c::::::, i>""l== [][lf,, Chipman Archilacis John E. Chipmi'.l,'l Cl8954 3i4H Cnmlno Ccplclrnrio Sulfo 300 San Jy.;n C~,plotrnno. CA 1714)248-5565 "'~--_.,_ .. __ & ' -ll1JJlJ:l1!:0 """'- -------- I I I I I r- r I I DETAILS AND STRUCTURAL NOTES - ~I • ,_ I ~ C ~:;,Ne,. 1!1-523 ~ ! --,._ E .,, ~()-"' D,cwn "''U\.'\i ~-~ I ---Ee <,a "' I uE ;:i CMekod o~ -a g~ . ,. : 0. '· > 0 ~I /~=7 --" Cl :i _, 0 "' I "' "".,; ~ z:;, ' ' ""o j j o:u 0. i f.J ::;J @ __,, ,,;;;:;, z GJ z r:: 's: OJ rn :u r 1- 1 I i . I I I I I I I I I i I i I I I I I I I , I ! GENERAL PLUM BIN(; NOTES FIXTURE PLUMBING SPECIFICATIONS -------,--,--·---- PLUMBING I -RO"'U"Gc,H.,-_-;-:IN.,-,S"E"'R"'v"1c"E"'S,e----.J,. --------·----------------------+----------------------------------------------; SCHEDULE 1 . 3. 4. 5. 6. 7, 9. 10. 11. 12. 13. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXAC1" LOCATIONS, ELt.'\IATIONS AND CHAR.A.CTERJ~l!CS OF ALL UTiLJTIES AND PIPING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. CONTRACTOR MUST NOT CUT, RELOCATE, COMPROMISE, DAMAGE OR OTHERWISE ALTER THE ROOF" STRUCTURE, THE JOISTS WHICH OCCUR THROUGHOUT ALL THE MECH, BAY AREAS LIKE WISE MUST NOT BE ALTERED. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO THE 1991 UNIFORM PLUMBING CODE AND AUTHORITIES HAVING JURISDICTION. THESE DP.AWINGS DO NOT INCLUDE ALL NECESSARY SAF"ETY REQUIREMENTS. CONTRACTOR TO COMPLY TO THE SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING JURISDICTION. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID li'.'TERFERENCE WITH ELECTRICAL EQUIPMENT, MECH.-'INICAL EQUIPMENT AND STRUCTURAL FRAM!NGo THE CONTRACTOR SHALL BE. RESPONSIBLE FOR PATCHING ANO REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND/OR DAMAGED BY HIS OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL COND!T!ON ALL PLANTED AREAS DAMAGED BY HIS OPERATIONS, ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. • THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUF"FICIENT NOTICE (MIN. 24 HRS,) Or SUCH INTERRUPTION AND THE ACTUAL SHUT DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE WITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A TWELVE INCH (12") SECTION OF RED BRASS PIPE. COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALLPIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF 1'WO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. PLUMBING CONTRACTOR TO REVIEW THE MECHANICAL PLANS AND COORD. INSTALLATION W!TH THE MECHANICAL CONTRACTOR COORDINATE AND VERIFY EXACT LOCATION, SIZE, POINTS OF CONNECTiON AND INVERT ELEVATIONS OF UTILITf SERVICE PIPING BEFORE TRENCHING OR INSTALLATION. THE PLUMBING CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND DEPTH OF AU_ EXIST/NG UNDERGROUND UT!UTY P!PING, (WATER, GAS, STORM DRAIN AND SANITARY SEWER) BEFORE TRENCHING, IF THE EXISTING UNDERGROUND PIPING IS NOT WHERE INDICATED ON THESE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH WORK. THE PLUMBING CONTRACTOR SHALL TERMINATE ALL WATER, GAS AND SOIL PIPING 5 FEET FROM BUILDING AND MAKE F"INAL CONNECTIONS AT THAT POINT, UNLESS OTHERWISE INDICATED IN THE DRAWINGS. PIPING SUPPORTS. ALL PIPING TO BE SUPPORTED WITH HANGERS AND BRACKETS WHICH PROVIDE ISOLATION FROM FRAMING. CONTACT BETWEEN PIPE AND SUPPORT TO BE UNE:D WITH PLASTIC OR FELT. 14. AI..L FLOOR AND WALL PENETRATIONS MUST BE SEALED WATER-TIGHT AND VERMIN-PROOF. 15. ALL EXPOSED rAUCETS, VALVES AND OTHER MECHANICAL DEVICES SHALL BE VANDALPROOF. 1 6. CONTRACTOR SHALL FURNISH AND INSTALL ALL 8ACKFLOW PROTECTION DEVICES REQUIRED BY AGENCIES HAVING JURISDICTION, 17. THE DRAWINGS WERE PREPARED WITH THE BEST STRUCTURAL AND ARCHITECTURAL INFORMATION AVAILABLE, IT IS UNDERSTOOD TH.<\T EQUIPMENT • LOCATIONS AND ROUTING OF PIPING MAY VARY FROM THAT SHOWN ON THE PLANS AS CONSTRUCTION PROCEEDS. IT IS fHE CONTRACTORS RESPONSIBILITY TO: NOTE: a. NOTIFY THE MECHANICAL ENGINEER OF CONSTRUCTION RESTRAINTS WHICH MAKE VARIATIONS FROM THE PLANS NECESSARY. b. COMPLETE ALL WORK INCLUDING THE VARIATIONS WITHOUT CHARGING EXTRAS TO THE BID CONTRACT, COMPLETION OF WORK MEANS THE JOB IS WORKING AND MEETS ALL Cl1Y, COUNTY AND UNIFORM MECHANICAL, PLUMBING AND BUILDING CODE REQUIREMENTS. (j) INCLUDE PRESSURE REDUCING VALVE (PRV-1) IS SHOWN & SPECIFJEO ON DRAWINGS .QJ:,IJ.)'. If WATER PRESSURE EXCEEDS 80 ?SL ·----·--------·--------·--__J ITEM FIXTURE -· DESCRIPTION W ITRAPl V 'CW1HWi I . PART 1. GENERAL I ACORN 1680-W-1-FV-ULF PENAL WARE I (~.c). WATER 1 4• 1NT. 1 1 2· 1 • i w; coNcEALED FLUSH vALVE BEH1No WALL CLOSET I TO BE OPERl'.TED BY AIR TRAL PUSHBUTTON I ! i -1---·-----r· I --1 1 ACORN 16~~=---;,.DA-W-1-FV-ULF PENAL WARE ~ WATER I 4• : IN-I 2· 1· ! W/ CONCEALED FLUSH VALVE BEHIND WALL I '\.JJ CLOSET '1 i ,. 1 LI ! TO BE OPERATED BY AIR TRA.L PUSHBUTTON 1 ± , I (TO MEET ADA REQUIREMENTS) ~. I ·1-· -i t--fu-;i-1705-W.::j'=SW-TW28LOWOUT JET, WALL-HUNG. URINAL,-.. -! (~1\1) URINAL IN'" 1 1;2•i 3/4" ! I BACK SPUD, 14 GAUGE TYPE 304 STAINLESS STEEL, FIXTURE I '. I I I -i MOUNTING WALL SLEEVE AND THRU WALL WASTE CONNECTION WITH i I I CLEANOUT COMPLETE WITH SLOAN ROYAL No. 613-1.0-ES-S-YB I ! • I , SENOR OPERATED FLUSH VALVE. 1.0 GRF MAXIMUM. . I ' ·-r • --------·---1 I I I I I .. 2 " 1 1/2 "'11 112 : 112 • i 1/2 " I tf$A~~J~5.;3.z1AEG~G TY';,~~~~ s1t1~~E~r·xs~i_·a~A~6M~t~?E WITH • I SLOAN OPTIMA No. ETr-66 SENSOR ACTIVATED FAUCET WITH 4" ~ ----------t---- 1 LAVATORY I j i DECK PLA.TE AND TRANSFORMER, 120VAC TO 24 VAC, ACORN --·-.. --1--··---_L. __ -1----·~f--------__ [_~~~0E;;.~.M~~~lkNNG, p c~wA1Ti~1~~i-~~~~)(~~8~: ELB.:: ___ ·--·----, I . I I Lrn\ I FLOOR ' 2· 1 1/2"i i f JAY R. SMITH 3301-V-P-U, COMPLETE WITH 4"X8" RECTANGULAR "\]71 DRAIN ' ! i NICKEL BRONZE TOP VANDAL PROOF SCREWS AND TRAP PRIMER. --'--+·----·----.. --'---·--+---.. -----i----t•-···-----·------·----------·--.. --·------. ---··-------·-1 ~ I WATER I I i,, t _ I JAY R. SMITH 5020 HYDROTROL STAINLESS STEEL WATER HAMMER i "\J7 1 ~~~t~1R . , , · , 1 ARRESTOR, PERCHARGED. I w i ;~~ER --.... ·l ···_···"'j-_ ···1···_··· 1· 1;2· t·-_ --·r P.P.P.· PRIME-RITE. TRAP. PRIMER·-MODEL ·NO. PR500··-· .. -·--··-· ••• .. ·-i ---------H ••-•-• • -•--• • --SH -•-"••--•-•••-H ---• • H a •-••• .............. ·-.. 1 +--.-J 1!3REA~ER ·--··-·--·--.. ·-----·--·----···----·-•--.. •·--------·--~ I W i ~~G~~~ 1 ~ i 2 • !, 1;2 ·/ j 112,. i I lii't~'\.,:,,;c}~ ~_r~1~t.Ess STEEL WALL MOUNTING DRINKING FOUNTAIN I ·-· ·! 1 ................. -J ... --I-.1 ......... r .. J ............ --.--•·--.............................................. -..... ......... ------- 1 1 ! i I i I l I i ; , ' l i I I 1-··· ·-1· .... -.. _ .... ---f-·-· · ... ·1 ............... -: -----·(----·i-·---+ ........... ---·--... -····------·----------,, __ ···---· ··-···-···-·-··--·· .......... ------.. ··--··-.. ·· I 1 ' i , I ' ! I l i ! j I / ! I I -· ·------------t----l j j -!-. ----- ! ( ! 1 J I . I • • i ' , ( ! I; ! l I ; i I i ( __ __L_______L_ .. _J__L. __ .....i..._ ........ __ L____ l ·-· ADA NOTES ·---·----------- WATER CLOSET L HEIGHT 17 TO 19 INCHES MEASURED TO THE TOP OF TOILET SEAT FOR NON-RESIDENTIAL, 18 INCHES FOR RESIDENTIAL 2, CONTROLS FOR THE FLUSH VAt:>/ES MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR. LAVATORIES 1. RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE THE FINISHED FLOOR AND KNEE CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF APRON, EXTENDING A MINIMUM OF 30 INCHES IN WIDTH WITH 8 INCHES MINIMUM DEPTH AT THE TOP. HOT WATEH ANO DRAIN PIPES SHALL BE INSULATED, URINALS 1. ELONGATE RIM PROJECTING A MINIMUM OF 14 INCHES FROM THE WALL AND AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. DRINKING FOU~TA!NS 1. COOLER MUST EXTEND 17 TO 19 INCHES FROM WALL, BUBBLER OUTLET MUST BE NO HIGHER THAN 36 INCHES ABOVE THE FLOOR, THE UNDERSIDE OF DISPENSER TRAY MUST BE MINIMUM 27 INCHES ABOVE THE FLOOR EXTENDING AT LEAST 8 INCHES BACK FROM LEADING EDGE, THERE MUST SE A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES, 1. MATERIALS: Only new materia!s shal! be used. Ube the standard product of one manufacturer for each article of its type. Materials and workmanship not otherwise specified shall conform to the latest applicable Uniform Plumbing Code. 2, SUBSTITUTIONS AND SUBMITTALS: Onlv those items specified ore to be suoplied, unless1cm equal product is approved. The approval shall be in writing, by the 'Architect and or Engineer, Submit shop drawings and material submittols in o bound and indexed form, See Architectural specifications for the number of submittols required, Each item is to be named and keyed into the equipment designation per plans. Indicate where item submitted is on alfernate to the specified item, 3. RECORD DRAWINGS: Provide ond keep up to dale complete As-Built drawings and specifications. A complete set of blueline prints shall be corrected daily to show every change from the ·original drawings and specifications, and this set shall be the record set, As-Built entries shall be completed in a neat. clear, and prof,essional manner. Upon compietion of work, obtain the consfructlon inspector s signature on the record set, verif,ng information. Obtain reproducible copies of each sheet of the record set, and deliver them unfolded, along with the record, to the Architect prior to final acceptance of the work done. 4, PROTECTION OF WORK: Protect all work, materials and equipment from damage during the progress of work. Replace oil damaged or defective work., materials, ana equipment without additional cost to the Owner, before requesUng nnai acceptance. 5, COORDINATION: The Plumbing Contractor is responsible for coordinating the plumbing system instailation tflrough the General Contractor. 6. OPERATING INSTRUCTIONS: The cqntroctor .st,oH instruct j:he authori;;:ed Owner's representative in the c:omple.te O!)erotion of all ,terns of equ,pment that are, or hove components that are, motor driv0n1 electric resistance heated. or qas fired. These instructions .ore to be oiven ot the Owner's convenience. Submit certification signed by the Owners agent that these instructions have been completed. 7. INSTALLATION OF PLUMBING FIXTURES: 7.1 Each fixture shall be installed at the exact height ond location shown on the Architectural drawings. 7.2 Fixtures, supplies, traps ond trap outlets shell be set square with the woli, in line with the fixture outlets without any offsets, angles, or bends. 7.3 The 1 ioiqt between til_e fixtures and tthe. woils or floors shall be adequately grouted or sea Cd to be smootri. even and wa ert1ght. 7.4 Exoosed, plated, polished or enameled connect,011s from fixtures shall be assembled with special core to show no tool marks or threads, 8, STERILIZATION OF DOMESTIC WATER LINES: 9. Shut-Off ct meter, open all hot and cold iixtures slightly) introduce a solution of one gallon of five percent sodium hypochlorlte Purex, Chlorox to 500 aollons of water ,nto the system at the sterllizaflon valve. C ose each fixture when chlorine residual appears. When a!I fixtures shaw chlorine residue, close all fixtures and the sterilization valve and allow the solution to remain in the system for 24 hours. After 24 hour P.eriod, flush the system so the chlorine residual does not exceed 0.5 ppm ot any ooint. Also flush through sterilization valve end then close valve and plug or install short nipple and cap. The Architect shall be notified at least 24 hours oner to beginning the stermzation procedure. • CLEAN--UP: Thoroughlv clean all materials, equipment end appliances. Clean and prepare al! surfaces to be painted, Clean the entire premises of unused materials, aebrls, spots and marks to the satisfaction of the Architect. 1 0, GUARANTEE: All materials ond equipm~nt p,rovided ;;nd/or installed under this. Specification shall be guaranteed for a .. Penod or one ( 1 . year from the. dots. of f1Qol, acceRtonce of the \'{Ori< l?Y the 011/ner. Should a malfunc ,qn devejo_p during this penoa due to . oefect,ve motenols or foulty workmansh1P., furnisn oil necessary labor and mctenals to correct the trouble without any cost to the Owner. Any defective materials or inferior workmanship noticed at tne time of installation and/or durino auorantee period shad be corrected immediate[Y to the entire satisfaction of th·e -Owner. This shell nat supercede product warranties or longer duration when herein specified or when provided as a condition of product sale. PRODUCTS 1. FIXTURES -See fixture schedule. 2. PIPING 2.1 Waste System All wastdp fline pipinq ,and fittirygs witl,in 5 Qf the buildina to i;,e c.ast iron J!Oil oiPe approve or Llse ,'ilitn no-nuo coup!,ngs. Pipe to meet '"Matenal Standard Ir Cl~PI 301- 85. 2.2 Vent System Vent piping to be no hub cost iron. 2.3 Water Piping (including condensate) Hot ond cold ·water p1[,ing within 5 of building to be as foliows: . Above floar level ·-Copper Type )vt:', . Below floor level -Ccriper Ivpe L . , Below Slob -Flexible Type 'L (soft) -no soldered joists below slab. Wrap entire pipe in poly vinyl sleeve where betow slab. 2.4 PIPING SUPPORTS All piping to be suP,ported by hangers or supported from the wound floor. Plumbers tape, wire clips ana premcmufoctured hangers are □cceptoble. _upµorting P.iping with structurai framing on,y is not occeptab!e, 'Where pipina passes through plates, joints or blocking keep pipe lsoloted from structural members, • 2.5 Solder: All solder to be 95--5 tin-antimony, lead content of solders and fluxes shall not exceed 0.2% per upc section 802(d). 2.6 VALVES AND FITTINGS A!I volves to be ball type of brass or bronze by Stockham, Watts or Nibco. Siip type must be approved for use with 95-5 solder. Fittings to be brass or copper. I I 1JL/iJ I JL I 1 • l -11 -I LJ I I . ill~ ,. ~. . ' l ' l L.C:a,:::;__=...,t.....::=--..:='--'· I 3t::rn Ccr.!l'io Cc,~trcru> C!CTi .. '1!::!.'1 Cc,,"'::~C."'l.ti. CA -€32016 714 C01--7'ff2i" F'Alt 716 2®'-2G!JO 121:'l ~ U~:t Otro:>t Pe:ief::-n::lo CA OfftJ;) 020 70!},.,200:J Frut 020 10~2047 ~·-------------- L ~·-·-·---·~--•»••--------7 r.:ell"'~.,il.'I Oy . D::11:o _ ! I:::,. ' 1 l::,_ ·--------~ ----I I~ I [_ ·----- ~ & 0 ~o~ = I= 1Qb►O 0 :) M' ~~::i oc ,;= LQb~~ I= ('I) 00 !,fl & o;= 00~ 0 I= 0 I () ►~J F I ~ -oc w I oc Ot=o ts!,, I ~ F Pof' =@,. ~ "-:::i () I =""cg (El~&~ w I . w C ~ 0 & I & 1□61 ~ I =' I L ·-------------- ! I PLUrJJB!NG I SCIHIEIDl!JLIES I DETAILS AND MOTES i I k~1(-i't:, 1irr'~1·(f£--iH/ r~lfii;.) i, \ ,;"":'V~~" 111r ri~"1(?)j1, ,}"11(~.,; ·z ,~:i r· t·1 ~~, 8 ,-,-,~-i·, I §!YI"' • ff~8 8/~8 • i,~yl • :!/i. • l~e ::., fr ,:;. (\ • ~::• '\._ .1 :iJ<~ J _/; !'-\: I t:' :.\ I.< )~! ,--I 11826,0798 ,. . '"" t!O.l _., i 'EU I "' I ~-., I DV l ' Cr~ I:: f3 ----"' I I @E ' "' c~~!t'!'!""'-TF I 01; ' 0~ I 1j I ~8 -" I Q -' .,: lO ' ,. ... I r: --' .. • i 'J b ~ '~ , ' cc c;; •a ,;;, )> " ' ! ' \ • i I I I I I I I I I ' I I I I I I l-'----1 ___ _ WASTE AND VENT FLOOR PLAN S"..A!..E : 1/4u .., 1·-rr .l.IB.::.1 .fil::J. WASTE AND VENT ISOMETRIC SC'il : MTS DOMESTIC WATER FLOOR PLP..N 3/4"0/i 1 i/2"CW 1·cw- 1/2"'CW .1.::.1 .i:if!::.l. 1 1/2"CW v-1 1/2"CW I / IP-1(IYP.) ..._ __ '--' £lc:1 -1/2"CW BELOW FLOOR(TYP.) DOMESTIC WATER FLOOR ISOMETRIC SCN.E: ~TS NOTES; G) INCLUDE PRESSURE REDUCING VALVE (PR\/-1) f,S SHOWN &; SPECIFIED ON DRAWINGS .Q1jJ.'!'. IF WATER PRESSURE EXCEEDS 80 PSI. @ FOR PIPE SIZES NOT SHOWN ON PLAN SEE ISOMETRICS THIS SHEET. @ FOR EXACT MOIJNT!NG HEIGHr OF rllCTURES SEE ARCHITECTURAL DRAWINGS. @ REFER TO ARCHITECTURAL EXTERIOR ELEVATION FOR ALL VENT THRU ROOF PENETRATIONS. . ' '. i.' .'./ { ~ FIXTURE UNI• SCHEDULE • POOL BLOG. & ADJACENT TDllU RM. RXJURE !qrr WASTE WATERlwASfflwATER iTEM ! • F.U. F.U. TOTAL TOTAL I WATER CLOSCT 3 6 10 !. 16 30 URINAL 2 2 5 4 10 LAVATORY 4 1 2 4 8 DRINKING l 1 2 1 2 FOUNTAiN b~NR 5 2 -rn - HOSE 2 -5 -10 BlBB BLOG. TOTALS ' 37 60 J□B iHfi2(.,0799 IL_jl 31012 Cr:."tt::11~ CQ!:lb't"":ll Oen Jl.!:::.11 Ci;tt!:,tro:o-. CA M:075 714 C:11~'1127 Frut 714 ~.¢0.-2DOO 1214 l'.;c:)I Greon Otrct P~M. CA OttD!l 020 l'Oll-2000 FAlt 020 10!l-2M1 Pii<l::PARIE:D FOR: m-::=? ~~ ~~u ~?A."!'f ~ ~ i:.-::f.:::r ~ r!.~ t:-:i. c~ c::::;i, m:: ~® CONSULT ArJT: '.,,e' & 0 V ·. = =0~ f= ~►o 0 ~ ~ ~~:i ~ 'v-" ~~~ f= (ii) Uj !f) & = O U~'llw 0 . 00 It; ►~F 0 U,11 I~ Op5 fl. ~ IF~=@, 0 ' ~~s; 00 I w I ~0& Q & 00 ~ o=!! [ __ _ I L L j -t:) I en -,.J ·, ('X} I •J , l tj V I ' NOTES, Al-!.. BASES SHALL BE ?Ct.lRl::D TO 4" EEL.Of"'{ SiDE/l'lAL!<, GRAD!:; :2. THE AREA AROUND 1b.L-L :ST ANDARD5 51..f:'\LL BE fQR,'vfeP AND POURED VilTH GR.OiJT TO EXTEND 6" ON E;ACH $ID!: AND SACK OP STAN.PARO AN.P FROM BAGK OP CURB TO FRONT Of-' 5TANPA'<.\?, GROUT 54ALL SE POURED FROM TOP OF BASE TO 5iDE)-A{AL.K GRADE, GROUT SHALL CONS)S-T OP :2 PAR.TS SAND AND I PART CEMENT. EACH POL!= 5HAL.L HAVE A P'JLL 00.X. S!:;f: STD, "#205-L. FIJSE HGLDCR SHALL BE LOCATED !N. PULL BOX. 5EE STD .205-L. AL.L THREADED C.ONNECT!ON5 SHALL HAVE APPROVED ANTI~ ~IRING FROM ADA.JAGENT AJL..L BOX TO L.UMIMAiRE MAY BE #12 AV'l.G. INSULATED STRANDED COFFER (NON-GROUNOED VONDUC.TOR5) AND #!2 N"-!G SOL.ID COF'PER GROUND. MATCH CCL.OR CODE 0~ C.IRC.UlT. PRO.JEC.-T 3" A60Yt:: TOP Ct= r"OUNDA'TION 2'-0" SQUARE~ 2'-6" PIA G!RCULAR I l:3_i",5E r;, ETA i L 1" PVC WITH 3-#12 WIRES ___ J CITY OWNED fv'lUL TIPLE CIRCUIT (240 VOLT)_ NOTES: 1. ALL CONDUIT SHALL BE 1·114" PVC, SCHEDULE 40, EXCEPT THE CONDUIT FROM PULL BOX TO L!GHT POLE SHALL BE 1" PVC_ 2. SEE CNB STD·205•L FOR PULL BOX AND FUSEHOLDER DETAILS. 3. AFTER CABLE IS INSTALLED, ALL CONDU!T ENDS SHALL BE SEALED WITH DUCTSEAL OR EQUAL l * IF THERE ARE 5 OR !vlORE GONDUITS IN ANY BOX, USE EISEL SIZE :i=i SF Elolt-cioV'ln con,:;rete lid mcirked "STREET LIGHT -HI.SH VOL TA.SE" SEE SPEC,IFICATIONS CITY STANDARD DRAJ/'JING STD-205-L /HANDHOLE l ___ j PLACE PULL BOX ON 6" OF C<R.USHED ROCK. ROCK BASE SHALL 6E 2" LARGER IN ALL DltvlENSIONS THAN PIJLL BOX. STREET $ PARK LIGHTING STANDr~RD NO SCALE SEE THIS SHEET FOR DET,"siL5 SEE DRAV'!ING No. STD-202-L-A SEE DRAY"!iNG No. STD-204-L SEE DRAV'!ING No. STD-205-L ALL GONDUt·r FOR THE TYPE "A" FIXTURES SHALL BE I 1/4" PVC-, SGH 40. ALL 1/'llRE SHALL BE #8 THV'lN STD. GU. V'-!ITH A # 8 BARE SOLID GU. J/lilRE. THE CONTRACTOR SH.ALL USE COLORED INSULATION, NOT TAPE, (BLACK AND RED) FOR THE STREET L!GHTiNG AND ALL 120/240 VOLT C-IRGUiTS. UTILIZE INSULATION COLORING V\!HERE A'✓AILABLE FOR THE 211/480 VOLT C-IR.GU!TS. THE CONTRACTOR SHALL INSTALL A PULL BOX, ~HETHER SHO!A!N OR NOT, _AT EVERY LIGHT POLE. THE GONTRAGTOR SHALL PLACE .A. PULL BOX EVERY 180' MA.X IN E,<\GH CONDUIT RUN ON THE ENTIRE PROJECT FOR ,ALL LIGHTS AND DEVICES. THE C.ONTRAGTOR SH.ALL ALSO PRO'✓IDE THE THE FUSE ASSEMBLY SHOV'IN ON STD-205-L. ALL CONDUIT SHALL HAVE A MINIMUM OP 24" GOVER (NOT 18" AS SHOil'lN)_ SEE NOTE 20 ""-' '"'ET -1 "' c;HL-C, _.., \ EISEL ENTERPRISES# 3~1/2 F PULL BOX ~v1ARKED "STREET LIGHT" CURS FACE -·~-,,.,,__ ·, r----, ' NOTE: ' I PULL BOXES SHALL I : NOT BE INSTALLED I !N DRIVEWAYS. _j 3 LAYERS OF 3M-~ TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD SECTION A-A ((:j °'L/ 0 >Q 20 I .. , ___ : r:: I ::: 40 ELECTRICAL TAPE ~ #23 OVER 3 LAYERS /7w,"TTA OF TAPE #33 OR:,--+,LH~H-,L!--/ I EQUAL ~L _LL, w-112" ,.1 ~-N-1 o_F-~T_H __ l _____ s_c_A_LE_:_1_"=_20_· ____ _, (TYPICAL), RUBBER BOOT NOT ACCEPTABLE ! ' TYPiCAL FUSEl-iOLDER 31872 Ccmino Capistrano San Juan Capistrano, CA 92675 714 661-7127 F/\.X 714 248-2599 1214 Eost Green Street 626 79f~iogina,F2:· 6ici19~5-2547 PREPARED FOR: lf~VtNG COMMUNlTY DEV!:LOPME:NT COMPANY 550 Newport Center Drive Newport Beach, Califomla 92660 (714} 720-2000 CONSULTANT: Revisions ViE5T COAST DESIGN 6ROUF !;'U;CTR1C.AL. ¢ l.!G-!•mt-lG EN<S!Na:?R~ :U,t,"l:Z PA:Z>EO SR.ll-LO, $l.llTE 200 $AN ...tlAN GAPi!:''iTRA,1-{0, CA •=t::t6"1!t (Cl~) 240-t~1e FAX ::!....0--rre.2 w 1--~ z w QC ~ <( :::J ~ z u 0::: 0 !CL 0 0 z u. z 0 _j 0 0 <( >-- >= 0 1--z -u 0 <( :c ::, 0 0 0:: ;:: <( De: 1--w -00 en 0( z z 0 1--0 ~ 00 0::: 0 u a. ....I w $ <( LU u ~ z -=11= 0:: r 1--u w ....I w ELECTRICAL SITE PLAN 0 0 ' Drc;wn: TF !!) r ' l() Checked: RO/RN [> -"' 0 _, -0 "' UC "' z:----" -<(Z Jg _,o lLO "- i I . -• I I I I I .- I I I I I / I I I / f SEE SHEET E 1.6 POR CONOU,T ~ CIRCUIT PE.,.AILS. I ... I .. I 0 1G 20 40 Ft:::::F----==i SCALE: 1"=20' -- _ 31872 Carrino Cap'stra,,o _, Sap Juon Cao1strcno, CA 9267~ Fi4 661-7·127' FAY.: 7H 248-2599 625 1214 East Green Street Pasade:10, Ci\ 91·106 795-2008 f"/iX 626 795-2547 IRVIME COMMUNIT'( DEVELOPMENT COMP/\NY 650 Newp::,rt Center Drive Newport Beach, Cal]fomlo 92680 (714] 720M200'J CONSUL TANT: Revls,'or>:;i INST WAST !?EeiGtl GROUP ~'11:l;IGAL l LIJ$t!TlN.5 CN!,if-.~ 266"12 f'AGl=O C~U.O, =¾ll'Te 200 :5AN .JJAN c;APJSW>NO, CA "l2fi'f5 (ti¥J ~40-1~10 FAX ~~!it,,2 Dd<1:1 ------------l°?L ____ -~----· I ~ OY'll'4ER REG!, -~-~---i-!8-00 ·----·----- £\ -------··-- & ---------- . I J ----------ffi ---------------------&\ ----- (fj 1--z UJ ~ ~y <( ::) -· 0 e-::::':= z (Qt a:::: 0 0 0 ~ LI.. z -ro ....J 0 <( lh!:= -u I-0 -u :r: :::i >= u a:: <( I-., w ' 0 ro (I') I-z ~ 0 0::: (!]~ 0 u !c...b a. ....J ..&' $ <( ~I (.) ~ LU z -a:::: 1-- 0 w ...l w ELECTRICAL SITE PLAN TF 0 0 ' "' N ' t-- 0 ;,; 0 I I I I I I I THE C.ONTR,ACTOR SHALL EXERGISE EXTREME CAUTION Y'iHEN DRILLiNG FOR THE FO:JNDATiONS, THE STORM DRAIN IS EXISTING AND 15 5HOIAIN ON THIS DRAV'!IN,:, FOR REFERENCE, THE LOCATIONS OF TH::: STORM DRAINS ARE NOT TO BE SCALED FROM THESE DF'-AV'llNGS, R~THFR LOGATED IN THE FIELD PRIOR TO DRILLIN6 OR EXGA'✓ATING. "-\\ ' -, \\ 0 ,) "\ '"-, . ._ -··--_..,,--// \ \ ' ( \ ' ' 0 C 10 20 40 ~F-7--t_-_---~·1=======: ====:.1 I NORTH I 31872 Camino Capistrano San Juc:-i C:1plstrono, CA 92675 714 661-7127 FAX 714 248--2599 ·1214 East Grnen Street Pasadena, CA 91106 626 785-2008 FAX 626 795--2547 r· . , . I i PREPARED FOR: tRVINE COMMUNITY DEVELOF'MENT COMPANY 550 Newport Center Drive r-.iew;'.lort Beac/1, Califr.'./rnla 97.660 I (714} 7?:0~2000 ____j CONSUL TANT: -:J l'ii::5T CO,AST DESiGN GROUP • EI..EC,WIC.Al.. t L-IGHT!N5' t:NS!~ :Zt:'4.2 PMeO BRIU-0, ~rre ~GO aA'I JJAA G-A?l$-1'RANO, CA "!.2!>15 (~4'-1} ;240-1z,,1e, PAX :!40~!!1}-2 r=, ------· lJcte I I _LG_ PLA.N CHECK £ PLAN C,HEC-K en I--z UJ 2 V <( :::> e:-::½ z 0 De'. 0::: 0 0 0 ~ u.. z UL,, _J 0 <( -u I-- 0 -0 ::r: :) """~ t) 0::: #' <( I-C" LU ~ CD 00 LJ ' ""'-=IJ I-z ot: 0 D::'.'. o_r: 0 u a.. _J < s <( w u z -0::: I--u w ....J UJ ELECTRICAL SITE PLAN Draw;,: TF Checked, RO /RN 2 "' 0 I l I \ .--J t • / Cr l i l\ '-' CON.NS:CT SROU,-lD TO NEUTRAl... @ ✓-~-SER\/k:::,E ENC.L-05LJR.r:. BOND TO I Mi:.:T,AJ... C,Al'-; PE:R NE:C. 250. :2' 1-!0USEKE.;;PING CONCRET'E i _ --~ 0 AD UNDER 5¥\ITGHGEAR CONC,RETE ENC,A.SED ELEC TRODL. IPPSfilNO.U\ --- SEC110.\l: 1 Of 1 Sus: 120 f,!40 Volts X Main CB., 80 A.VP ' "Loc!tJ1111: Electrlcill Room St."Ving: Nonr1 ~ PW'tJf' I 1 ¢, 3 VI/ire. 100 Afu'P Main Lugs Ol'liy -7 111tegaled Equipmen! SC Rcting Feed Thru Lugs X Gf!ltlnti Bu:; Flush l\i}lt 1x Top Feed 10,000 RMS S'YM NI/PS SubFeed Lugs ;so. Gmi. Bus X surra:e ,mt I Bol. Feed . 'Laa, COM\! C.B. C.8. CONN L03< 1 .!i:'eQ Cfrti.tt D:::scriP!!tn VA A,V,P P~o CKT PH CKf!Pllle fl.SIP VA Circ:.il Dasail:l!lon T,Jne tll'J\!N I 80 2 1 A 2 I 1 . 20 5SS 8 RES1ROOMLlGH!S l 1\/'J\!N so 2 3 B 4 1 20 650 8 BUii.DiNG u GHTS & ma.us L TS l ~ 4 OU11EfS@ClTY R00.\11 720 2() ~ I 5 A 6 1 30 I 1921) 1 HAND DRYER· WO.v.ENS M 1 0Vl1.ET !?ACKSTOP 180 20 7 B s 1 30 1920 1 f-1!\1\D DRYER• WENS M I R ! OUfl.ET@STORAGEROOM 360 :ro • I 9 A 10 1 20 50 PAYPHONE L , R 1 OUllET@STORAGEROOM 360 20 1 11 B 1?. 1 20 SPACE N < IRRIGATION CONTROL ·150 2() 1 13 A 14 2 20 1050 28 STREETLIGHTS Mc L ' j ' "" ' ·~ 1 LIGliTlNG CONTROL 250 20 1 15 B 16 2 20 1050 28 STREET LIGHTS l I-' . SPACE I i 20 1 I 17 A 16 1 20 100 LO\.NVO'~ TAGE FLUSHERS l N ' B SPACE I ;ro 1 19 21) 1 20 SPACE -----r--I SPACE 20 1 21 A 2:! 1 20 SPACE SPACE 20 ' 23 B 24 I 1 20 SPACE ' SPACE I 20 1 I 25 A 2S 1 20 SPACE ' I SPACE . 2!J 1 27 B 28 1 20 SPACE -•• !. ··- SPACE I 20 1 29 A 30 ·, 20 SPACE To!zl Rllccrlacla (R) Load @1 BOV!Vea., 100% for first 10,000\/A, & 50% for wnelnder: 0.90 !(VA Tole! Nonco!ncidtl'li (E) Load (Nd im:ludzd In doemarn! lo~: 0.00 Kl/A Toto! Ughlillf! (L) Load @1.25%: 4.24510/A Total NonCr.nlinuous \1\l, Loa!: 0.50 l,VA Tatel Mll!<:r {!\&_ load: 3.84 !<:,IA U:mes! M:rtor: 125%_ edd~d.!\!_ demlmd !cao): iH" 0.25 IWA .. _ --TOTAL CONNECTED LOAD: ! A~P A 8 TOTAL DEMAND LOAD L 9.4 IWA I Till,;! I <P 41 . 37 9.7 l<VA 40.GA " -· RESTROOM BUILDING PO!AlER SC."'>LE 1/4" = i' · BOND TO CAN t{I # 6 -400 A UNOER.GROUNO t:NmANC,l;; PIJ!..k·-5!::C-TION f'ER VTILITr' CO C.f'ECS . - """'· SVC E SITE 1.'NP!::.RIS-ROU1'1P LATER.Al, SE PLAN-,, i I ! ! \ \ 1l I --e:E:RV!Ci: 1.:NTl.:!.ANCE EQ\JiF'T r 400 A, 2iii460 V-3 PH 4 W BRACED f-"01<. 42,000A RMS AIC -T ---- ~ I l 40oA )9P PANEL r MAIN A ' ' • '-------l [ 9,.--~ ) ' . o' SINGLE LINE D!AGRl~M 1'lOTES, I I i. SERl!:5 cat{NE:C.TE:O AA'flN6 OF !JREAKE:Rs:7 MAY DE USED. P'J..l~ or THE ORJ=AKEF:.S M'J5r BE OF THE 5A!vll': MANUF"AC"TI.IRE:R AN:O U.L. L!ST'.eP FOR 5:':Rl!;:5 RAiiNGi. THE ,l\55!SMS:-Y M1JST SE ~TCD TO HANDLE THE AVA!LfflLE FAUL i C.U~F<.c;'"'NT AT THC: APPLIED VOLT'ME. .2. THE EGU!PMEHT SHALL C.LEARL Y L/.\BELED "C-AUT!ON SERIES RATEi? !:'i"fSTEM 4:2POOA. AVA!LA9LE FAUL 1· C.UR:<.ENT. IDENTIFIED REPLACEMENT COMPONf:1'!T R.EGU!RED . $--f'IB.D LIGHTING GlRCUl1'$ :.?. ELE:::.TR.IC..AL 5ER.\/!C:,e' i5 BASED ON M,.\X!MUl'vi SHORT CIRCUIT CURRENT OF 42:<AtC. AT THE SC:i-7..VICt: PCIN.T, VERIFY THIS V.A.i..UE Y"i!TH SCE ANP RJ;;QIJEST A LETT'E:R Y{iTH AG77J.A.L AYA:L.ABLE FAULT GURR.ENT PRIOR _TO ORDING SERV!C-E EGlJIPMENT. IF \/ERIFlED VALUE' DIFFERS CONTACT ARCHIT!=C-T. PROVIDE COPY OF i...ETTER. 4. PRO\/!DE CHALLENGER M56P424 INSTANT 130i"RO ~"41TH SUSP.ANEL. OR EQUAL BY Gt:NER.4J.... ELECTRIC. OR $-'..>!UAR.EV, PAr~EL "LA" TO SE A !CO A !PH SJA! P.A.N!.::LBOAR.D. PROV!PE AN DOA :2P HAIN BREAKER. ALL 51,',!ITC-HGCAR, PANE:1-5 & TRA!',,'S!"ORl'-1!:'<0 TO BE MANUl='AC"fVR.l::D SY THC SAME COMP,l\N'!". !51<.VA lf't-1 480/i:20-240V PRY Tf<A.NSPORMER "XL.A" I !/4" C. 1/'l/ (9) !ta 4 ir!HN (I)# t, :SND. IOOA IPH 8Y'! PANELSOARO i:20/240V I" C. Pl/ (2) # h 11-IHN (I) tr-£J &ND. r------·----· I (e\ TYPICAL OF 4 ,c_j I wJ LA 2 RESTROOM BUILDING LIGHTING CONSTRUCTION NOTES ---·------------------ I. PROVIDE ALL MATERIALS AND LABOR AS REOU!REO TO AC-HltVE A CCMPLETE AND OPERATING 5YSTEM. 2. C-OOl'<DINAiE AND OBTAIN APPROVALS FROM ALL. F-<.E5PE:Ci!v'e UTiLliY Wl'-'!PAN:t;:5 AS RE:Gi.!IRE? I-OR A COMPLETE ANl? OPERATING INSTALL.ATiON. 9. iNSTALL R..\C.EJ.'l!AY SYSTEMS Af3i FOU..OV'S, a, USE 52.~L~TiTE 1N AREP-6 EXPOSED TO i"IEATHER. b. USS C01'·1PRES510N T'l"PE Fl1TiNGS FOR ELECTRICAL METAL.UC 'Tl.JBING, V-!HE:RE ITT!L...IZED. e. ust= PV.C. 5CH 40 CONDUIT UNl?ERGROLJND YilTH G-Ol:?E 5iZEO GROUND. 4. ALL NE!t-1 Vi1R!NG 5-HALL SE ltl2 STRANDED C.OPFER 1YPC: 'THKN/TH)t,jN" -U.0.N .. 5. ALL FIXTiJRE, DEVICE, ETG ... LXATfON.5 SHALL BE VERIFIED l"li'f!-i ARCH. DRAYi!N.65 A5 Jfll.ELL AS EGUiPHENT SUf'PLlER 'REGUIR£l-1!:NT5 PRIOR TO ANY ROUiSH-iN l"lO~K. 6, ALL l-i6HTlNG> fi)<TU:<E;;i 5HAi-L s;;:; MOiJN1ID ANO ;UPPORTED IN ACC,ORDANC·l= V•!l'rH OSHA ~i"ANPAR.DS ANO ,·\LL NAi10NAl-ANO LOCAL El..~CTRIC.AL COWES. l. THESE DAAV·m~s ARE DIA6'RAMMATIC, ANV ~'=PRESENT THE INTENr OF WUIPt--fE:NT, DEVIGES, ETC. ... TO SE WNNEC'TI.=D AND T~ C.lRC\JliS TC i-iHICH IHEY AR,g TO 6!:; CONNECTEO TO. CON'fRAC-iOR SHALL [N5TAL.L . .t.J..l-CONDUIT, J-OOXES, l=TC-.. , AS R.EG:WiRED FOR A GOM?i-ETE AND OPERATING SYSTEM. ~. EL.tC-TR!CAL. CCNTRA.CiOR SHAL.l.. f'El<r"CRM A!..L Jl'iORK'!N 5TR.iC-T A~C.OFOr>NC-E Viii!-/ ALL LOC-AL AND NA. TION,'1;,.L GO\/C-RNtNG", CODE$, lo. ALL EQUIPHeNT SHALL 6E Ni::V'l AND Bl=AR A "UL" LABEL -U.O.N. H. f-L!;;C:.TRIC,-"J.. COMIRACTOR SHALL. SCCURE AND P.ftt( FOR ALI... NECESSARY SUILDING Pf..:-R'.HITS, COMPLE:lt;; ELECTR!C,,l\L INSTALLATION ~Hr¾LL 91: &1J,.t.iRA.N'T"!":;t:D IN t'iRITil-16 FOR A PERICO or(!) YEAR O U.O .N .. (4. !6 . n. 18. 20. \ ELEC·TRIC,AL CON11Z,AC:roR-$HALL \/JSlT SHF. PRICR TO 6iD PATE, TO \!ER!FY ALL !::Xl5T:NG COl'10tTIONS TO BF-f:NCOUNTER=D IN THE iN57A.LLATION OF' ALL NEV\ l'::GLiiPMENT, F!Xi'JRr-5 !.?E:v:c,E5, ff;;t,;;?!';;:RS, EiC .. EXAC-r INSTAl...L/,TlON ME'iHDD A~ REG:l)IREiY!ENTS SHALL BE \IER,!f!r.'D AN.? DETERMINED PRIOR -ro EID DATE CONTRAGTORS SHALL !MMEDLATcL·t NOTIFY TH!S ENG-INEER OF ,.\N,~ REQUIRED MODlFJGATlONS i-'!HlCH ARE NOT 5J-t0v.lN ON T!-!SE DRAJl'i1N65, 6V6MITTA!-OF SID INDICATES WN"fRt..C,TOR. !S C.00-NIZANi' OP ALL JOB 31:E G-ONDITIONS ANO l-'iOR.K TO BE P,;;RR.'lRME:P. ALL EGUIPM2NT 2.LEc.:r"R.!CA.L CHARAC-iEtt!STlCS. LOC.ATION5, AND C,ON1".ECTION REOUiREMENTS SHALL 6~ VE:RIFIEC: PRICR TO ANY ROUSH-IN Y'ICRK. EL!;;CTRiCl:0.L CONTR.A.CTOK SHALL FUi'ZNISH TH~ !"'OW.Ol>l:N&i 5tt.:,p 'DRAJl'i!N65 FOR APPROVAi..-, a. ALL. L!Gtff PI.XWR.E5. c. OTHER i'TEr-,,1"5 AS SPEClFJCALL Y INDiCATED. TH!=SE inM$ $HALL BE APPROVcD EY THIS CFfiC.i:: PRIOR TO AN"r' C..Of>,-,1'--fE1'!CEN"ENi OF P1..AC,iNi:!, Of<.t,'t;;~ OR PER""ORM!!W fo,~Y ROU6-K-JN Y..OKI'<. COMPLETE: ELE~TR!GA:.. 5Y5YE""' SHAL.L BE GROVN!?t:1' IN AC.COR.D.>\NC;;'; f~iTH "l"HE. ffiE5ENTt. Y N:;10P"l"EP EDITION OF THE N£.C.. ART. 250, PROVi!:'E THE Oi-"-!NE~ AND THJ5 EN6!~E5 ~ITH ONE SET OP ELE:C.TR!C.AL ''AS-E!JiLT5'' AT THE COl'-!PLETION OF .Joe. SLOAN TRANSFORJv!ER t FAST AlRE HAND DRYERS ARE TO 62 FURNISHC::D SY OTHERS t, IN:ST,tt.U.EO 6-'r" 1'HE E! .. J::::CTR.IC.AJ.. WN.TRAC.TOR SPL..!Cl:;'5 IN UNDER.51-WUND PUU. BOXES SHALL. 6[; 1"1.AT,ERPROOF. U$t; T t 6 20-e BIJYT $Pl-l&E5 OR C-TAPS. SEE CITY STD.# .205-L. TAPE Y'l.lTH S Lt\"(ER5 OP RUBBER TAPE .$ B LAVER..5 OF VINA.i-TAPE COVERED /Ai)TH 9 CO.A.TS OF' 5C.OTCHKOit: INSlJLAi(ON. Al..L PAN.ELS, RELAY$, ,_:.AB!NETG, EfC.. S-+fA.LL HAVE PHENOLIC, LABEL$ ATfAC.HED. !.ABELS 5HALL STATE THE fGllJ!PMEN.T CALL-OL.'T it B~ 1-1/4'' x 9'' -t".H1TE ON 5LAGK. PROVIDE; el;; # CR95SFE:26Al RELAYS FO~ E.A.CH CIRCiJl1' TO FIELD LIGHTS. C.ON'TRc,?L W:TH C.A~ f<E,.6-..0f::!P. SYSTEM. (i) @ ® G) ® ® MOUNT PHOTOC.ELL ABOVE l'IINOO"' TRIM, SEE E.X.i'El~JOK 'DET,h..!L A-DD. lN.TE-RHAiiC # K45.:2t MOlJf-IT J BOX FOR HAND DRYER Ci 4-0" Ar"F. "LA". PANEL "!...A". REL.AY CASINC:T 24" ~"'!. x Z;6" H x b" :?. ~OVi'Dl= H!NGED DOOR. IR~l6ATION C.ONTf'-«)Ll-t1R ALL CONOUiT R.IJN5 TO SE !/2'' V'{!TH 2 €::1:2 THHN 4 01:2 <!>ND. l"llR!: TO HAND DRYERS SHALL BE ::l 010 Y!ITH •10 <SND. CONC!cAL AJ_L CONDUIT IN FlJSL!C Sf'AC.!"S. PROVIDE TELEPHONE BAC!<BOARD, 4' x 4' x :3/4" PLYl'!OOD. EXTEND CIRCIJIT TO OUTSIDE TELEPHONE I.OC.ATION. !N.ST.AJ...L 11' C.O. FF<!OM 6ACY--DOARD IC TEW'lF'HONE. 51;E SHEET El.I FOR LOC.ATiON. _c:c~·-:---J ITT-~~-==.--~ TO "G" FIXTURES @ TRELL!S I, I I ' --- I 117 11 ' 31872 Corr:lno C:apistra~o San Juan Capistrano, CA 92675 714 SSi·-7127 FAX 714-248··2599 $25 12"14 East G1·ee:, Street Pcsodeno, CA 91106 7~15-2008 FAX 526 795-25,;.7 lRVINE COMMUNITY OE:VELOPME'NT COMPANY 550 Newport C,'H'itsr Pnve Newport BGeCh, C!'iHforn;a, 92fi60 (7'14) 720-2000 CONSULTANT: . l'i.Ji Revislans ==~--·-- ,/,\, PL.AM C.HEC-K 5-15-00 --- L~ PLAN CHECK &. Ol"IN!:R REO. b-14-00 i-!8-00 L 0::: 0 LL _J <3 • I ~ I.LI ro !- a::: 0 CL s w z U) !-z LU 2 :=, 0 0 0 z 0 -l-o :=, Q'.'. 1-(() z 0 0 . ..J <( 0 -er !-(,) w ...J w ELECTRICAL NOTES AND DETAILS Jo=, Ne,; 98-110. __ _ Drnwn: TF -I E103 I 0 '? O) N ' r- I I I \ 0 J:J ;g 5 z (iJ ' _} l l ~ --------------------,.-----------------------------....--------,-------.-----------------....... ---------------------------------1 L_,;1' r-7, ~n r;===;,·r· , , I I =:V j' I \/,'ire Hamcss --~ lnsld~ Pole O~~ I lom"~" for (ad1 E1~,.\rlc<1t c~,:o~""' ""kONT VlEW NEU) SiDC Not To Scole ~r t I 0 i •• Wirn Hornes,;; lnsiof! Pcie II~ Cl~c:r;,;,,: i'.nr.;,i, ir,> AHachmc~t 8,·,1dH i : ~4" X 6-1/r Hond~ole : U::c,it<on w, :]cround;r.g bg ffi1 i I ~ 1r I ' ' i'.llilliLl'lB..'i HCiJJ S!:)l:'. Scale I ,Ii i 0 ! NTS ;,==f,l:=----,- l .Efu?NLJd~ FJELD SIDE '"' Not To Scaie POLE C., I ....;I I i 0 4 ' &;-~® t l l £ill2 bff V! E'll l'IELD SIDE .-A "--J!! ~ i' ! I I 0 • ' ' T C ' f"lOl. 0 .:;.CCl8 POLE Bl NTS I j' f'RCNT 1/ltw .£ill:..j(l_filY Not To POLES GI 52 NTS F!xru~~--D-~--~-~---'-L_s_ .. -t-_lL ~=1-s--~~-~--~-~ 5-~~u~,,~:I 8 POLE IN TURF DETAIL #! c, POLE IN TURF D~AIL ~?._ ,-------------I '--~:-~~;::--~ -~·----~--------.-----------~---~-----~-------· ------- POLE SH,',LL Bt' FABRICATED V'!!TH A Y',;ELDED REiNFOR.GED K1NG TO MOUNT TOP 4'' OF BASE ,AND SURROUNDING, CONCRETE SHALL 13E 5 5AC.K MIX JA!!TH NO ROCK, TYP:c:.AL. FOUNDATiON 13 POLE NE.AR CURB DETAIL lSOt'-11:-:TRiG ELEYi>sTION MATCH V'liDTH OF St:AM VERIFY DE:P;H OP ELEC. 1.J' SOX PROVIDE MOUN1'1NG RING TO MATCH. S GAUGE: GALV. STEEL PLA,Tc: FACTORY PRIMED \/ER.IFY D!A. OF LIGHT FIXTURE AND MOUN'TING REQ15 PRiOR TO Fi!!\ER!C,r\T!ON. PROVIDE TABS AS MAY BE REQUIRED, LT. FIXTURE "6" fiHERE OCCURS SE!.:: EL!=C-. PLAH FOR LOCATION OF 8M. SEATS REQU!RINS MOuNTiN5 RING. (4)-5/D" H.13, 1/2" x 8" ANCHOR !30L T TYP. BEAM SE,A,T v'!/ LIGHT FiXTURF TRELLIS FIXTURE MOUNTING .j 2 / THE OUTLET TO. CONTRACTOR SHALL / C,OORD1NATE V'lORK. f"<iTH FENCE // C-ONTRAC-TOR. !VfOUNT HUi35ELL # 6F553!?2! OUTLET it APPLETON ff FSK-1"<0F! COVER. OIJTLt:T@ BAC,.KSTOP ---~- ..,, l v°') ®('n\!lll'rl'. l r I SHOEBOX FIXTIJRE MOUNTED@ 2:3' ABOVE GR.ADE. POLE MANUFACTI!RER SHf\1..L INCL.l)DE PROVISION FOR A S!NPL.EX, OR OTHER TYPE FITTING, THE ARM (:8" LONG) AND HAND HOLE ON O~POf:,,ITE SiDE OF POLE FOR Y'11RiN6 1~-CCE55. 25' 0 ' ' ~ ,I 7l"~ :1ZJUbii, ' ' Not , o Sco!e POLES .A2, C.2 4: S2 6 POLC 53 '01 I , I C-EG1JRl""FV LIGH"""' :...; • .,. I I I I ' ' I ! ·---'.'Z i --5 I I --~~~ .1 I ' I I l --'"''---~ ' ' I ! o-----t l 1 (J" 1-, I o 1-I--1 l ; t ".:.1. l 1°---.. ·< ~-----.-1 1 ! ._, l ' i ~ I ---8 I I l 1-0->··' 11 o --• O; <> ' '-I ' 11 J i ' I i r- 0---------- l20/24v',AG 25CYA TRANSFORMER TIME CLOCK. !NTERJVIAT!C ll ET1i 15G, TIMF DELAY RELAY. ::,ET TO 5 MINUTES. USE II PIN BASE. USE POTTER. $ BRUMFIELD # C,NT 35-"16. SETTING 60055 SAME AS ll3. ~ TOGGLE SV'i!TCH SPST !20V. LABEL PLATE "TEST" $ "AUTO" [~ L!<SHTI N<S RELAYS. USE 6E. # GR353ADSBA!. M0!'-1EMTARY PUSrlBUTTON. USE GF. l. CR:04P-E3G!OB3. MOMEMT,ARY PUSHBUTTON. USE 6F. ll CRi04P-B&IOE,,:3.~. _ ~ 28SA CARD RE.A.DER C'' 19 GREEN LED LIGHT, MOUNT GARD RFA.DER, PUSH BUTTONS AND LED ,AT LOCATION SHOV'lN. JvlOUNT REL,AYS, TRANSFORMER, T!:v'IE GLOCK It BY-PASS SV'l!TGH IN NEMA, i TEL1::PHONE Cr-\81NET INSIDE ELECTRIC-AL ROC>M:---CAB:NET TO Bl= 36"11'1 x 24"t x 6"d MINIMUM. LABEL ,ALL GOMPNOl::NTS. _.,,. -·-·---· ' I ---7 I ___ J CONTACT JOEL ARMOLD @ PL::: (562) ,4:31-6802 FOR PRICING, PARTS LIST, /"'ND INSTALLATION. THIS IS THE ONL·i :::.YSTFH USED BY NEV'IPORT BEA.CH. CONTROL~ !AllRING SCHEN;~T!G NTS I I G J _I,,_, r 31872 Comlno Capistrano I San Juan Ca;:iistrcno, CA 92675 714 661-7127 FAX 714 248-2599 1214 East Green Street Pcscdc ... ,a, CA. 91106 626 795--?.008 FAX 626 795 .... 2547 IRVitJE COMMUNITY DEVELOPMENT COMPANY 550 Newport Center Drive Newport Beach, C~llforn!o. 92660 (7'14) 720-2000 CONSULTANT: il'E5T (,0A5T PE516N 6ROUP lli.!:;C'fR!GP>l.. t Li6H~ltt6 al6ltit:L"RS ;J6&•t2 Pf,.5f;O SRIU.O, 5(.J[TE 200 SA.1 .JJA'-i C.A.Pl5m:ANO, CA q:21!,-S (~14"1) :240-i:;;e, FAX 240-ne.:t _j V <( -='= z a:: 0::: 0 <( LL _j °= <( 0 0 ~ I >= 0 <( w 0 a::i QC: I- 0::: oc: 0 CL ~ s w z Cl) 1-z LI.I ~ ::i I 0 0 0 7 51 -l-o ::i D.'.'.'. I- en z 0 0 _J <( 0 -a:: l-o w _j w __ , __ _J ELECTRICAL NOTES AND DEl"AILS Job l·fo.: 92,--·110 Drawn: TF I r , c~ cr,eck":':d; RO/t<N Ill -"' Cl ___J '-' 0 "' 0,: (1? z>--@ .,:tZ _JC) n: 0...0 \ ' I I I I I I I ' l I I I I U_ 6olt-do"'n conc.ret,;, "ELEC. TR.IC.AL" lid morked Brass bolts ConGrete box b~ 6ROOK5 OR ASSOCIATED PLACE FJLL SOX ON b" OF C.RI.ISHED ROCK. ROC-K 6.ASE: SHALL SE_ :.l" L,A.!'<.e-ER iN ALL DIMENSIONS THAN PULL BOX. NO SCALE GENERAL GONST'Rl)C TION NOTES I. PROVlD= AU ... HATERJAl...5 AtJ.D LABOR AS ReG':J!~O TO ACHIEVE A COMPLETE AND OPERA.TING 5YSTEt"1. 2. G;;:,O'!QJ.?INA'i"'E ANO OSiAiN A~..OVA!..5 r'MM AW.. RE5PECTI\IE !JfE .. liY COMPANIES AS RE:GIUiRED FOR A COMF'Le!1:: ANV Of-'EAATiN& JN5TALLATION, B. lNSTALL. RAC..EJ.'iAY' 5Y511:HS AS FOL.LO.WS, a. i.J5E SEA.L-!iiE iN ,~REAS EX?OSE'V 10 Y'it'.ATHER. b, lJSJ;; P.V.C. CON.01.!!T UNVERGROU1'D l"i!TH CODI:: SIZED ISROJNV. 4. ALL NEY'l ~IRING SHALL SE 6TR.AiNDED COPPER. '!"fPE: "THHN/ri1~'l" !tJ2 A!fiG. -U.O.N .. 5. ALL F!Ai;)Rf::, DEVIC::.C; ETC.,.. L.Qc,AT!ONS SH,-\LL BE \>'ERiFlf:0 ¥'-l!TH ARCH. DRAJIII.IN:6-5 A$ l"{tLL AS EGUiPMENT 5lJPFLiER REGUIREMENTS PRiOR TO .A.NY' RQU,SH-!N ~RK. 6. A.L.L L!6H:'IN6 FIXTURES '.St-lALL EE ?-JOUN.TED ANO SUPPOR:!cl? iN AC-CORV,.\NCE Y'ilTH OSHA Si'ANOARVS MD .~t. NATI~ AND LOCAi.. EL.EC:.TR!C.AL COVES, /, THESE DRAY'IIN6'5 ARE PiAG-RAMMATIG-A'~ REPRES=Nf THE INTE'.NT Of EQUl!"'J'1ENT, DE'l'IGE5, ETG ... TO BE CONNECTED ANO THI; GIRC!.Ji7S TO K4lC-H T'rlE'T" ARE TO SE GONNECTEP TO. CONTI<AC.TOR SHALL iNSTAl..f-AU, .. CONl7JlT, ,J-OOXE5, ETC ... AS Rr:GUIRO? fO~ A C-OMP!..£TI: ,U..NP OP!;;R.A.TIN--S 5Y51!;:M. 10. ., '. 12. IB. I --------·----·~-_, ___ ., ___ -----··--·-_______ .,_ -~-----,....,. ----·r-·-· ' AMPS AMPS ( ' , C~T # I • LOAD I !'JKR BKR ' L.! L.2 .. L.2 ' 1-, ' ' , i· LJGHTtNG ' 1/20 B i 2 !/.20 ' ' ' ' I I • ! ' 9 OJTLET -GFI ' 1/.20 P., 6 I 1/20 I ! ! ' 5 HAND DRYER i 1/.20 P., ' 14 2/20 I a.ec.mlcAL C-ONTAAGTOR SHALL PERFORM /,JJ.. J,>,ICIRK IN STR!GT AGCORDANC-t: l"{ITH AU.. LOCAL AND t.!A,TIONAL .SOV'ER."liN6 WOES. ALL E6!U1A-1ENT SHALL. BE NErt AND 6!::A'R A '·LJJ..' !..ABEL -U.O.N .. COM'PU=TE EL!:CTRIC..AL IN5Tr\i..LATfON B+IAL!.. BE 6UARA'NTI'::ED !N. 1'\~iTING-FOR A ~!OP CF (I) YEAR -U.O.N .. ELEGTRlCAL CMNTRAGTOR 5H,~ V!5lT 51TFi PRIOR. TO 13![;; DATE, TO YS-!lPf ALI.. EXISTING GOtIDlTIO~• ro SE: ENCOL,'Nicf<ED IN THE lNSTA!...L.ATiON OF AL!.. NEi'i EGU!F'MENT, FiXTlJRES 1'EVICES, fEEOEP..S, P-G .. l'::XACT INSTALLATiCN METrlaD AND REGJ.U1RE"'1ENT5 SHAW-6:': 'VERIFIED ANO DETI.2R."4lNW PRIOR TO BlD PATE. C..ON.TRACTOR.5 &HALL IMMEDIATELY NOT!~Y TH!5 E:N.6!NEEJZ OF A"-''( R.t::GUIRr'D HODtFIGATlON5 1--"{.l.l!C-H ARE NOT SHO/>'iN ON T'~ O~IN65, SU□MITTAL. OF 610 IND[C.ATE5 GOHTRAC.\OR 15 C.06N.1Zr-'\NT Of ALL J05 5iTE: GQNO!TION5 AN'-' ll'tORK 10 BE !"ER.FORMED. L.OAD ·-·---~---., -------------- GONTl<.OL YilRIN6 IRRl6,¾i!ON CONTROL.LE TENNIS COURT Li6HTIN6 COURT l..iGHTIN6' CCl!RT' COLJR."f NPA NPA "'-../ GHT5 .. ED@ niV ---- 'GHTING 16. 11. _, , I ' ( 24 AU ... J;;GWIPMENT ELECiR!GAL c.t-!A~TERl5T1C.5, LOCATIONS, ANO CONNECTION R.Ea:'Jif<.EMENTS SHALL. BE VERlflE:D 'PRIOR 10 A"ff ROlJGH~IN !P{QRJ<:. ELEc:fR!C-N.. C.ONTRAC.TOR 5HA!..L. F'l!P.Ni5K THE FOLLOY'{IN.5 5HOP Pt'<AWiN65 FOR F'R10R .A.f'PROVAl., -::1. ALL. LIGHT PIX:1.JRE5 , l'NCL!JDiN6 F!N!SH RELA:Y:;J AND PUU. BOXES b. ALL ~ATl::RIAL 5UBMtT"rALS SHALL 5E IN ONE PACKAGE f'OR REV!~~ PROVIOE NO LE55 THAN SIX (b) GOP!E5. THE£,E rrt.:MS SHALL BE APPROVED BY 'THi5 OFF'!C-E PRk?R TO AN""f CO~"ENCEHENT or F1.AC..ING ~E~ OR PERFORM!N~ ANY ROLl&i+·!N v-!ORK COKFLEiE aa:.mic.,<\L 5Y5TEH' SHALL BE GROI.INOEO 1N ACCORDANC.l::: l"i!TH THE P.<E::.-ern .. Y ADOP11;:D EDITION OP TH£: N.EC. ART. 2:30. PRDVJOE rHE Olli!\!J';;R AN.O THIS ENG!NEER i"\ITH ONE SET OP a.Ec.TR!C..A.:-"A5-BJILT5" AT rnz: C.OM'F'L!:=TION OF JOE. l 1· -- 1 I I i H , I I , l I /I ~-N_1 _o __ R_·_r~---~----s_c_A_L_E_:'_, .. _~2_o_· _____ ~j(I 31 B72 Camino ~ap!strano San Juan Ccp!strano, CA 92675 949661~7127 FAX 949248--2.590 626 1214 East Greer: Street Pasadena, CA 91106 795-2008 J:-AX 625 795-·2547 tRVINE COMMUNITY DEVELOPMENT COMPANY 550 Newport Center Drive _ _J. Newport Seach, C2111ornla 92660 (949) 720-2000 ~SUL TANT: I ;.;.!,-t,cl;;!: PAe~C ~U..C •. a/!'11;; 200 SAN JJ~ CA.""!Sw.Al'W, CA 'l:25~ (tt:4'{; 240-i91e FAX 240-116:2 Dote & L!6HflN5 mA1L w I ..... J (I) 1--z w ~ :J u 0 0 ELECTRICAL SITE TRAIL LIGHTING PLAN Dmwn: Checkec: / -,_j Cl) I I l,I) i I ' ' I 1-- / / / -- I I I. I . i I I I I I I I I / 0 C oo 2 0 Cl) 00 \ \ ' i I : i I I i I . • I I 'ii / I • i , ·., •. ' l : : , ' .!, ,· I \. NOTES: I 1 ;,\ -~I Di\ __,I, I~ L )-co I I"~ ·- ___J f CO-NSULTANT: ~~~~-~, '. ! z 0 -l-o :::) 0::: l- oo z 0 0 LU a. 5 if) 0 z ~ N I EGt:ND TA'L CONSTRUGTIO -DE•'_ 1 1 ' .E 'O ,,~ '1 U·SI V 1.., --. - 4G tP-·o " -. :i 0 • i::= ! ' l:::::i \ ,~} i NORTH SCALE: 1 ::: " 20' '," ,', J~jr~, . v\\_J;;, v/ ··•.•·· /;;"" • Y111 ~\/,Ii·. "'c"i~"~ •• • rSA'io~I</ .· ... ·. ·7c:; i 1 . /"\ :··., .. ,<: ... ,ll( "•1/· •• ; 'APARTh!ENTS #CT--:1' 11 I .j • IA" • [; /''( '>.:,,,I • ' l ,_,,., \ I KE;MAP • ---, CONSTRUCTION PLAN .SE Noc .... 97-523 STAFF ____ ., om,vn· --· I Checkod: __ TJ/Mij_ -- 1 1 lC1 "1 , ,.. I 8.1 "'~ -§~ I E§ Ee: 8J?i :g ~ t ·-o I i;;Q I . .., 0 "' z>-'SZ. I n.8 I -· ; i ' : ~ \ 7 i I I a $ C "' " ti "' C ro a: ,i I i I I ' ' • .. \ /I ··1· •• I, ' ' i I I , I / ·--;--,/ / I, ' / ,_ /1 /,/ '// / '•,, ' /' / ""· \ E/L2.3 NORTH r -·-·1 i ! • Caoistrano 31872 Carr_imo no • CA 926705 Juan Cap1stra 949 248-25~9 San_~51 7127 FAX. 949~ -- , n street 1214 Ezis.: Gr~ 91106 Pasaden~ ~ 626 ?S5-254 7 026 795~2008 r- PREPAR.ED FOR: ~(c_C>~- '-3.J) "" tfrl\J q/ -or 1PA!\. Y EL.OPMC:Nl C ' 1~~1UN!TY DEV tof Drive 1P.Vl!'.r:.; COlv ~50 Newport C~~omla 92660 B ach Cs, Newpmt (?e\,1)' 720--2000 CONSULTANT: z 0 -I-() ::, O:::'. I- U') z 0 0 LU a. (3 Cl) 0 z :5 Jotl No.: Draw;,: STAFF: __ -------- \ \ I I I I I I I I I "' j "! I , ___ , . ·;·i'°; I • • . f • I . . ',' .. , ... ' - ', , ... " ·! '" , . -; • I '":' -' . i . r • "' ;_ .; --: --,-_. __ ; . ," -, . +-• : . .' ..... ;_' ABBR. DESCRIPTION FACE OP BU!LDl!s<3 _________ _ Fnl PA i FACE OP CURB i __ PO!NT OF BEGINNl'IG r PLANTING AREA /!l(jj I ALIGN :-:--t~ ·-CENTFR LINE __ _ NOTE$; ,' i/ r I ·1 • .. . . J I I ' ' -", I I __ .f ' I ' ' ' ' ',,_' ' NORTH KEYMAP 0 I 10 ,0 J r:: : : J 40 l _ __, ' SCALE: i "=20' l I c:;;~, 11~1!1r-7r11 JE 1l~1I il I 1P=~I I ""'' ui I 111'11 I I 11r,1 31872 Camino Capistra9n2o_70 "°' oi •trano CA O .; San Jua~1v2~ FAX 940 248-2599 949 661~, I ~ St"=A" 1214 East Green '-''-""' ,..._A 91106 Pasadena,:AX 626 ""95-2547 626 795-2008 ~ ' PREPARED FOR: ~(Ir); ~ .. ~ ✓ ,7 \' \\"~---, , j .. )V <.,.v , ' , DEVELOPMENT COMPANY IRV!NE COMMUN.T\ rt Centur Drlvo 5":-l) Newpo - • " Bea~h California 92660 ,, Newpn., -·-· · • (71-4} 720-2000 CONSULTANT: Bv -·----·-- &ARROYO.'MESA THA!L __ _ & WATERLINE Rf;:V. /\ Checked: ----- z OI >-0 z <( <( w 0 OJ <( !-l-0::: -o z CL 0$ 00 w z lC1 .3 ,. !;' o/' I Dato_ -1 7,:-.cioo B/21/00 z 0 -1-(.) ::> a::: 1-U) z 0 0 w 0.. <( 0 U) Cl z :S 0 ' "\J I °' .. .- l __, ... ro ,v l LJ\ I I I . ABBR F.OB. FD.G. PDB. PA lllGN 1---- 1---i - MANUFAC.TURt:R OR SUPPLIER DETAIL REF, 'ERCO!\T POST TEl✓5i0fj DFSCR!PTION -·-· '_,,_ ··--· ... -·----··· '----_ _. ______ -· FACE OF BUILDING --.. ---·-·---. -. -- I FACE OF·GURB ---.. , ., ,._,, ________ --------.---------··· -·--- PO!l'iT OF BEG!NNING ~-, .. ----~---·--·-·· P! ANT'["(' ARFA I ll-\,/.\J:? l-,.----~-----~ ____ ,, _____ I\UGN ----•···· '-----·-·------····-·- r •·-N1·"'-vt: _;< , 'N"' )_,, )_ PL/\ 1 S TRUC TllRE LEGEND ,--------,--------· ! SYMBOL! ITEM [-----+------------·---------------------! ~_@_-"_,_j_1001_21_~~-ua_H_o_u_s_E_"_,,1. __ ·"_R_.c_H_,_R_o_o_F_-____________________ j I @ i 122537 4 PLACE SINGLE POST SHING (COATED CHAll'1) , ! 100055 FULL BUCK.ET SEAT (2) PLAY STRUCTUR:: I 14i4 5UDEWiNDER (2) 111406 ARCH (4) 1253g3 FiREPOL_F 125284 H!GGLE LADDER • 16249 VERTICr'L LADD:::R 1347 ARCH BRIDGE H/B,A,RR!ER 22915 51NGL.E HAVE CLIMBER 10430 OVERHEAD PAR/\LLEL 11471 H.L. SUPPORT !5222 5LANT W!NDO~✓ PANEL i5236 B.AL.L M/\ZE P/-\NE!_ !5243 SOUND CHIMES Pt'.NEL BARS/H0Ri70NTAL LADDFR , 112"18 CURVED TRANSFER MODULE 40" DECK 1---'-::/-_-·--·-, __ i -·-· : .L--.. t: •• /\i • L. r:: (pl • i '205-7' ~ 5-AT ·, 'RP' AN- @ 12087! 2-52:.AT t\iRPL/,t~E -----r-·--® I 100032 SPRING s:::t: SAH (2 SEATS) ,._.,, NU·c:Ar--·cucFR· 'A"D"C ,p-c-o• l(TLJR0ES 'NC , !/-\1 : _ ...., , i•-·--• • !-•'< J,..,.r, r:: , . .) I :,u . ....,. , ,, _,, ll CONTACT: TM HODGES: 2082 5, :::. 3Ri5TOL, SUITE 204 NEHPORT BEACH, CA 92660 (049) 553-806'::• ------------- l r 35'-6" \ \ ' I I PA I i -------· 7- ,. ' __ ,_ -----! . :. : : -----' I I ' -.. " -I I ! I' ' I ---J'. -------------------------- !. SAF Dff. HEAR SJRFACE PEP. MANUFACTURE-R'S Rt'.:C.0!'1MENDATiOHS. EXTEND SURFACE A M1Nit'-1UM OF· !:2" ih!TO SAND AREAS. 2, SAF 02( i3AS!:: COURSE. BASE THiCK!'-lE55 PER MANUFAC.TUR!:::R'S RECOM:"iENDA ~IONS, BA5ED ON FALL LDNE REQUiREMENTS FOR EACH PLAY SY5TE:i"i. :NS-1,<\LLER TO PROVIDE'.: DIAGRAM OF BASE THIC.<NESS TO LANDSCAPE ARO-JITECT PRIOR 10 lt-JSTAL!.. .. ATi0N 3, CONCRETE BASE': SL/\3. TH!C.,:.(t-,JE:$S Pf:K PLAY SUR . .1'"-A.GE MANUFA(.71.JRER'S REC.OMMENDf.T!ONS. 4. C.,EA'-i ?LAY J?AN:J. C0'-..11RACTOR ":O SUBMIT St\MFLE'. 5. COMGRETE HEADE:R A':?OUND TREE 0-!ELL. MATCH ADJACENT hALK GOLOR .t F-1N!SH. 6. i:f3 REBAR !2" O.C.. CONT . '· #3 REBAR I\T lB" O.C. 8. 4" DIA. SCH.40 PFRFORATED P:s1:.Ai¾ LINE PiPt: W1TH GRAVEL h!RAPPf::-"D IN MiR,\FI FABR!G. SEE C.lV!L PL,\NS FOR L/-DCATIO~i::?1, l Y. 140 NC MiR,\FI Fi~ TER FABRIC SAND UNDERLAfM:'=NT. OVERLAP SIDES MIN!MUM 12'' . .A,T ALL ENDS. 10. T·rPIC.AL CONCRETE PAViNG PER DETA\L A, 5HEE:T LG2.3. i!. CONCRETE HALL SEPERATING PLAY SAND /\ND PL.A,NTER. TO MATCH AD~IAGCl'ff HAU(. GOLOR.. I !2. (3) 1-14 REBAR CONT. ENDS TO BEND AND EXTEND INTO $1D&-tALKS /\ Mlt'-l. OF 12". PROVIDE s;a~ EXPt\N5lON .JO!NTG xr +/-10' o.c. MAST!C. ro M,~.TCH CONCRETE. JS. Pl~:SH GRADE. ~ 14. TH'.GKENED EDG::: CONCRETE PAVING. SEE DETAIL A, SHEET LC2.3. 15, TRE= 6RA TE. SEE CONSTRUC.TION L.EGFND FOR MAN'JFACTURER AND MODEL. 16. iRRi6ATION LINE ~l::E iRRl6AT!ON PL/"~\1$, l_0. 0"-4" NITROL!ZFD FOREST ~R BARK Ml!LO·L SUPPUr-BY_ /\GU!N.A.GA FERT!L!ZER CO. B I 31872 Camino Caplstrar.o !I San ,Juan Capistrano, CA 92675 1214 East Green Street Pasadena, CA 91106 625 795~2008 FAX 626 795~2547 L 948 661~7127 FAX 949 248~2599 -·--~ IRVlNE COMMUNrrr DEVELOPME::NT COMPANY 550 Newport Cen1er Drive,, Newµon: Beach, California 92660 (714/ 720-200c'.l f;"oNSUL TANT: By A Li.\ BLDG. PERMIT &ARROYO/MES/, TRAil --- h_\ \NATERUNE REV. .. ' Pate 7/20/CO 6/21/CO ~ 8/2:WJO _ I I --------I --j z 0 -!--u ::i a::: I- C/) z 0 u w a.. <: u U) 0 :z :5 I L ___ --·--··--·-_...1 CONSTRUCTIOi\l l LEGEND & PLAY • AREA ENLRG. L ..... , II Drawn; STAFF ----- Cf'ec:k<Jd: T.J!MH r ~ Play Area Section I \ __ B _/ .... -s.-... -1o-, ,-12.-,-.-,-.. 0-.. ------~----------------·----------~---------------------------·-------.-.-; .... -.. -.. -.• --.,,,.,-_-,,-_-_-----J L _______________ ,____________________________ ·--I ..... ,,. ' ""'• .. ~ -----= ,..,., = ~'»Ii[)~~ "f' 1\_ ti-\· H vf n --, '-' / 0 Ii ~ :S z Gl z ~ s rn rn J.) I I I . ' • ' I ' j l I I I I I I b ,J, 8RIQC DUST I TURF TURF PLAN V1EW SLOPE f'LANT1NS I I ·' 1 I ®~, :::::::rr-, -.!'--·-·-· I !. HAHS l"iODa NO. 9'i50 G.ONC.. PEDESTAL DRiNKHG FOUNTAN. 2. CON(.RETE: h1ALK El<TE'4Ta-t SEE DETAL .~ SHEET LI t7. 5 c/.JNCRETE PAVER HEP-DER GOUR.SE idHERE CCC.URS. 4. FOOTNG AT t-oL~TAN PER f'1A!>.I.JF. $PEGS WITH MED. BROhN. FINISH. 5. ADJP\GEN'T WALK. " I ·~ I I . d! ' ' 4 • / b" l • NOTE -FILL TUBE UN!NS-Of' PITC.HIN5 RUBDER. WCONC-R.ETE P'i~JOR TO 11-lSTALLATION. . C.ONTAC.T TOMARK SPORTS iNC. 909-37!-!644 (~Pitching Rubb __ e_r _____________ _ \ / Seals: 1.'2" = 1·-0~ .._,,,. r::'\._Brick Dust Infield Section t0 Scale; S/4~"' 1'-0" PLAN VIEW OP FOOTING N.T .S. b ii, 'i. I --i L PIPE PER PLAN. SEE DETA!L I J, LG:2.2. ·1 2. TIPICAL GON:CRl:::lE PAVING SEE DET AtL L SHt:B L03. 3. CONCRt:7"E FOOTING W!TH i (4) #4 VERTICAL REeAR !-,J/#3 RE.6,f<, WR.A.PPB) WNT!N()USLI AT .. L2" O.C. (2) tB RffiA.R Y'R!-.PPED CONTINOJSL 'f AT 3" 0£. AT TOP AND OOTTO-,,L 4. C.Ot1PAGTED S\JOORADE PER GEOTECH REPORT. $, BR!CK DIJST. /2 2 NOTE -COOTAGT TOMARK SPOl'~T:5 !NG. CXY'.H57!-1844 I r·A· A-~ ', __ B_a_se_a_nd_A __ n_c_ho_r _________________ ---~) Scale: 112~ '"' 1'o-O" I. ~ ' 2 \ \ ......... ,· .. · .. · .. · .. ...... . .... . NOTE = ~'TAC'f TOl''lP..RK SF'O:r:tTS INC,. qoq-571-1844 Home Plate PERMAN1;;l{TBAT RAGK -MODEL NOBR-r~sTEEL l =~ I COt'1C.R.E!E FOOTiNG PER t-tA!VPAGTUfL<=RS SPEC.IFIC-ATJONS BRlGK D-JST SEE 5PEC.fFlGAT10h5 I FENC!NG POST NOTE: MAN'JFAGTIJRER.: !..A, S!t£L CRAFT PHONE NO. 8!:)-7c:'J5-7401 © b ' '° r L ' 2. 3. 4. 5. 6. 7. ';i. • ;~ • I • 6 • ! 6~ / 7 fW.L AELD h~_-"°""'°"°"~LY/.-:;;--cc---,-,,7'-+.-'~,",,-,::~ _ _,@ • " I I 31872 Camlno Capistrano San Juan Capistrano, CA 92875 714 601-7127 f'AX 714 248--2599 1214 East Green Street Pssodens, CA 91106 626 795-2008 FAX 626 795 .. 2547 !RV.NE COMMUNITY OEVE.!..OPMENT COMPANY 550 N~,1,1por'i Oaffie"lr Drlvo Newport 18a,:ich, Ca!1fomlu 82660 {71-i) 720-2000 CONSULTANT: I!'"'"' - Revts1ons /:::, /:::, - ---- z 0 -I-t) ::i 0.::: l- oo z 0 t) w 0.. <C 0 Cl) C 2 :5 CONSTRUCTION DETAILS Joo No.: I \ ) ·-n 'v I l]\ -~J / ('In \J•' l i]i 1Q '-,, ' ' ! U6HT f!XTURES TO BE GENTERl:;D CN THE 51.A.IR TREADS OR LAND't-10 .A.REA. 2, STEPS LIGHT TO HAVE 3,· OP CONCRETE COVER IN C.'11::EK NALL MCiE.S Step Light location on Mesa Trail Stairs Scale: 3!4""" 1',-0" ~ , ' i. Nf,TUR,,A,L CONCRETE \'10~~ STRIP HITH l 6" J MEDiUM BROOM FINIS.K_ 2. !el4 REB;\!~, COi'-ff!NUOU5 (Cf:l>JTE'Rl::D) 3. 3/8'' RAD\U5, TYPICAL !/2" TO FINISH GRADE, L.ANN. 5. 2 " TO FINISH GRADE, GROUNDCOVER t~OTE: PROVIDE 1/z" 7H1CK FIBER EXPAr\JSiON JOINT @ 40' o.c .. AND AT .A.LL C.HANGES !N DIREGT!O'.,L F"ILL JO!NT FL-U$H t-i!TH 1/2'' x l/2'' APPROVED SILICONE SEALANT. PROVIDE 3/t:-" DEEP SCORE LINE @ !O' 0.C. Concrete Mow Strip Scale: 3" =1'-0'' r-,.--~~ ! 2. GOHCRETE PI\V!N0 -REFER TO I I PLAN$ AND $PEGIF!CATiCNS FOR FiNl5H, cot.OR. :;_ 6 R:E-B;\R AT :e:' O.C. F.ACH HAY, 4. SAND $UB6A5E. 5. (OMP/\CfED 51J5GRADE. (::;;,~,) NOTE: TH1CKEN CQ\lGRETE ro 6" FOR 10' Vl!Dt HALK ON WEST !;;ND G,"'F SPORTS F:ELP AND 6EHiND BASEBALL. BAC.KSTCP, SE SHADED AREAS ON PLANS-. Concrete Paving __ , _________ _ Scal8;3"=1'-0" Double Traffic Controller Gates Sca!a: 1/4""" 1'-0" 0- ,;::, (:lr: ,1 .. 1 7.U --,-if -· I !--·-I i i i ·-' --' 1·- :'\ ' 'I 12' TRAFFIC CONTROLLER GAr::s PER UJ:.:BAN AGC.E5$CR:ES r-10DEL # TC-100 :2 CONCRETE FOOTIN6 AS SPECl:'=IED BY M:='6. 3. GATE LOG<. TABS LOGK Prt-~ PER URBAN ACCESSORIES SPECIFICATK)N. 5-. 4" ECO G•A 1E BOL!J1.RD 4 COMF hG TEP 5U30R,->,,D!:_: PER 13EOTECHN!CAI_ REPORT 10' O" I 11', di ! .~. ·-. -' -+ ,.,-::::;:-,..--,-• I _.;:;;:;-:-----®-I ,-::,...-/,• ..,,;,~ -,.y.--~ ~ !rrr:;f - -----· " I. , r@ ' '-/ - I I I I. f."',GE Of 6'' OR 8" CJRB. 2. CURB $GORE JOINT, A-!-i6N i--JITH FRONT OF TACTILE STRIP. TIPIGAL BOTH S!DES. 3. SEE PLA.N$ FOR l,,JALK l,,~IDTrl 4. 6" RETAINING GURB FLUSH J.-J/SIDEN,\LK, 5. ON LEVEL SURFACE AT TOP AND EDGES OP: TrlE RAMP CON$TRUC1· A ThGT!l.E STR!P !2~ 1-'llPE H/j/4° HIDE DEEP 6ROOVE5 3/4·' APART. NOTES, A. ACC.E55 R/•J-1P AND 51DEHALK RETURN SHALL bf: C.ONS TRL'C TED or 4' TH!CK C.ONCRETE SEE DETAIL G ~,i-tE:ET C-7, B, BOTTOM OF RA.l'-lP &HOU'....D BE: F:...USH H17H GUTTER, c_ HEAKENED PLANE JOINTS $HALL BE I'" DEEP W/ ,.• R.i\MP EDGES, \ D. RAMP$ SHALL COMPLY ~-!ITH ALL LO(....AL JURl~{:'IC-T!ONS, AND .ADHERE TO 7HE LATE.ST TITLE 24 GU!DELINS. E. PROVIDE HORIZONTAL MEDiiJM BROOM FINISH i~ C.ENTRA.L PORT[ON Of-AA:'"i?. Handicap Ramp Detail Sealti: 3/16" a:: 1'-0" I. !2' TRM"PIG CONTROLLE:< SATES PER URBAN ACC.ES$0RiES t-".ODEL f, TC.-IOQ. 2. GONGRETE FOOTiNG AS 5PEGiF1ED BY MFG 3. SATE LOCK. TABS LOCK. PIN PER URBAN f'ICCE:S$OR1E.S SPE(.IFJGATION 4. COMPAC fED SUi36-Rt\DE PER G'f::OTEO--!;,,,,'.ICAL REPORT I t 12. J, 14, 5, (1" BEVEL BBQ GRLL. r--'.ODEL 1140-00 Pl--~ ATHLETIC C:OMF·ANY 2 Va" OD. PIPE ( 40'' U &IL.!CONE 5EAL AT FOO flN6 56-'· x 30'. CONCRETf: PAD GONCRE'TE ?"OOTJNG, BEVEL TOP. (4) -i\'3 REBAR EJ..CH WA.Y. rYP. • Barbecue Grill E J),-_;;Sc;_e;;;le;_:;:i"c;~;."c,,._;-0:,":_.:;.:_:_ _________________________ _ ---c-o-,-,c-R_E,_-i-E_M_.O_N_e_TRli.PER-·Di~T.~,L K-TH-,s-,-H-E_e_T_. --·1 2. HYDROGRQH MX 3. GRA5SPAVE 2 I 4. PiNiSH GRADE. i" 1N Ti...JRF, 2" lN SRGUNDCOV!::R. i' I 5. ;':;,J[:16RADE PER GE01EC-Hi·~!C1\L ~EPORT I 6. SRrNEL B.A5E t PRE-GAST 8" 0.C. NATt.RAL GOHCRETE P;'·,TH M.A..RKER5 @ i0'-0' 0,C. (StJI.JMiT S./\MPLE FOR APFROYA!.J. ---·- GRJ\VEL BASE: GRAVEL SHt\LL BE AN ··oPE!,1"_ GRADC.J rrPE .. A5 OPPOSED TO h "DD'>l$E" TYP[ CCMP,>,CfED TO 95% MAX!MUl1. SIEVE ANAL ~-sis BELO:---!, 5"''="'::.V:cE_o:'e,,IZ,cEc,:: _____ ,.!''1~,_Pec' Ac,5,cs"'·,!N,G BY HE!GHT 9/4" !00 3/8" 85 l-\4 60 #40 30 !;200 C HYDRO-&RON MIX: HYC"R0-6RON t$ SPREAD 1\T A RATE OF Sd35. PER !0005.F. (MIXEP IN I" OF SAND ABOVE GRAVE!...) G-Rt'.SSPAVE 2: THE "&RASSPAVE 2" ARE: PL.,-'\Gf:D ON TriL': &R,Wt:L BASE !✓'TH THC GRID 5!DE PO'...-.ll'!. iHC UNIT$ ,-\RE !NTE-Rl..bCKE GR.f-.SSPAVE 2 FILL: CONCRETE $AND SHfJ..L B:::; :..££0 TO FIRST Fill TH~ RIN05-TO A DEPTH OF !.'1.S !N'.~!-:ES FOR 8£"'.EDiNG (WHICH ALLOH'.:J FOR 1/4" OF SETTLEME:,H AND GOl'-1Pt\GT!ON:-. N'.J Si.,'PPLJFR: LESS TH-\N 1/4" OF SA.NO 5HOULD BE ALLOHED TC GOVER THE RINGS /',PTER C.CMPACTl0N HAS BEEN COMPLETED. i" Di1\. x 4'' SiA.INLESS STEEL EYI:: BOLD. 2. 3/C;-" 6ALVi\NIZED CHAIN WITH LOCK'" 3, -SOCCER SUPPORT GOi-.L, 4. POURED IN PLACED M,-\TURAL 6RET C-ONC-RElE i---llTM MED. BROOM F!N:SH, 5. WS REBAR, iB" O.C, EACH HAY 6. CONCRETE CURB Nm GUTTER, SEE PLANS FOR GONSTRUGTiON 7. LEAD ANCHOR POJRED ROK-lt~•-PLACE IN GONCRETE PAD, 8. SUB GRAVE, ("'c)-.:Concrete Pad for Soccer Goal . i J S""'""· 1" = 1'~rl" ~~ '-'""'(a;;r. -- ,----·--- ! i POURED i,'-1 PLACE NATIJRAL CONCRETE. klTH UGHT $hNDi3LA:3T FINISH. II, =,,··. c114 Rffir\R. ccNT1NLJOJS nP. ~· TOOLFt), l/2N RADIUS. GC\lGRf:Tf."'.: PAYIN& PER DETAIL l\. fHi:S 5Hf.:ET 5. ii4 HOR!ZONT/\L REBAR. 6. COMP/\.Cn.:o 5U30RA.DE 90% !tR 0EOTE:CHNiC,A,L REPORT. 7. !!4 VERTICAL RE:B,\R @24~ OL. HITH BEND, S/B" FELT ~--HK ":-1·· GAP MASTIC SEALANT TO MA.TGH GOMCRETE. e,_ E"/PAN$10N JOINT. 9, }I.I, VERTIGAL REBAR @ 24'' OL I. NOTEG, CONTRf.CTfON $TRIP FORM$ AND HA.RD :ROHEL f!N!t:-H A";" TlME or-GONSTN.UCT!ON. CON5TRIJG7. (O,._i'.) .JOINTS PER LAYOUT PLNt IN$TALL 3/B'' FELT HJTl-i "H'" CAP .'ts.ND SE/1.L Nli}f MA$T!C SEALER. COLOR TO HATGH C.C-..NCRETE. 1<EBAR TO RUN CONTINUOUS THR()UGrl c!OINTS. A Reinforced Concrete Paving I. !" !N IURP .AND J." !N Si-iRUB Ai'.D GROU-.lD GOVER ARE.>\S. 2, GONC.Rr:TE PAVIN& -REFER TO PLAN5-Al-lD SPEC!FIO-,TION:', FOR i:::1•{1s·. ,-'"" OR ' ~; R;~.~~L~T .1e,~ o.c. EA.CH WA\, I S)B!3/\5E PER 620 Tl':CH'-5 REPORT I C.OMP.1.,,CTEP SJ...,'BGRADE, (C,0%} I 3. 5 C.ONCRETE PAViN0 , StE P!..AN OK 2PECIF!(..ATIOi~S FOR CCNCRETE. FINISH AND GOLOR. REEV·,R AT 18" OL.EAGH HA.Y CONTIHUOU$ THROUGH J01NT$. 3. APPROVED t'-1.ASIIC 5f:t\L .... NT ro MA TGH CONCRETE COLOR ~1. -3/8" PELT EXPANS!O'-l J'.J!Nf MATERIAL k.!ITrl JOINT 0GAP. 15, 5UBBASE PER GEO TEC-H',S REPORT. \ Typical Expansion Joint B--'-'--~---------·---scaie: 2""' i'--0" (used in concretes 1 $ 2) r ! . 3/16'' 5AHC.UT. i 2. W~GRETE PAVING. lLl3 REBAR SliBBASE PE~ GEO TECH'S RE:POR.T. ""C"< 'O'NT ~J~-~ : ,. J 1 1 L :~i~~~~~~l;N~·~· F:~:E:~,:~,~~~~ OR. PVC, :SLEEVE, ONt; SIDE. 2. '3/8" PELT EXPAN;::-!ON JO!NT MATERIAL HIT!-f JOINT GAP. -3. ARPl<O\/ED MA&JiG SEALANT TO MATCH CONCRETE COt._CR. 4. 1/4" RADIUS, TYPICAL. S. CO"'lCRt:T!.:: ?AVINS, PER FLAN, 31972 Comlno C3pistrano San Juan Capistrano, CA 92675 949 661-7i27 F,'\X 949 248-2599 1214 East Green •Street Pasadena.CA 91106 626 795--.2008 FAX 626 795-2547 IRViNE COM~,1;UNITY DEVELOPMENT COMPANY 660 t,lo')Wport Center Drive Ne-v-;r:-ort Beach, -Ca!:forn!Ei 92890 {7i4J 7'20-2000 r CONSULTANT: r c Ii::,_ BLDG. Pf=A:MfT ~ARROYO/MESA TRAIi~ ./a\ WATERUNE REV. 9y <.:;I'" !- 0 ...J LIU :1c: L, F I 7/20/00 811"1!00 8!21/00 12/6/00 i2/S/0:) z 0 -!- 0 :::i 0::: !- Cf) z 0 u w (L <( 0 U) Cl z :S CONSTRUCTION DETAILS Job N.:i.: 97-523 Drav.m: $TAFF ' I ' ;·; ! i~ ! s1· , . • :., l,. •••••• ·-·-·-···-··--- ) T I I I' "'" ,.,. -,·, l'-8'~ rrl' '-?2 SP t\T 3'-8" O.G , !: e0'-6" ~~ iii LG:2.4 l.i () I I J - 1 G ',-_P_o_s_t_T_e_n_s __ io_n_._B_a_s_k_et,_b_a_ll_C_o_L_'rt-Structural ,_ .J Scale: 1/8":;;:; 1'~0" MIN FORMWORK MO FORMWORK Pf.RMITTf.:D BELO¥-! GRADE. UNLESS FULL i FOR1'1ED FlJLL, FORMED I. 3 !/2" MiN STARTER J....!Ai_L REQ'D FOR F-OOTIKGS BELOW GRADE. 2. CLEAN TO REMOVE L/\IT/,.NCE 4 SCUM. 3. CURB OR STARTER WA'..L P0Rf4 3 1/2" Mlf\i. 4. .2x6 MIN CONT. PLAI\K. 5. GlJT BACK SPALL, 6. STAKES NOT PERMITTED !N FOOTING SEC-TION., 7. POUR JO!N f (OPT) NOT.ES: A, G'NFORMED FOOTING DET,~IL MAJ BE U5ED PROV1D:::D TR[:NCH i5 STABL'.:: t APPROVED B"." STRUCTURAL ENGINEER. B. STARTER 1,-JALL 15 REQ'C FOR ALL MASONRY 4 CONG. i...JALL5. G. SOUD FORM LUMBE-R MA.''( Bf-: USED IN LlNEXPOSED CONSTRUCTION !F IN GOOD SOUND C.Ot\1DITION, D, !,LL ANCHOR BOL T5, REINPORCING, INSERTS, ETC, TO II, BE FIRML I TIED IN PLAGE PRIOR TO PLACING CONCRETE E. POUNDATJON CONCRETE VU'\Y SE I I PLACED DIR::::-GTLY INTO NEAT PROVIDED THE FOUND,~TIOJ\i TRENCH WALL..$ ARE 5 TABLE AS , DETERMINED BY THC: AR011TECT I (5TRUCTliRAL ENGINEi::"R). SU5JEG-T TO THE APPROVAL OP THE STATE ARCHITECT. !N SUCH 15 MANDATORY TO !N5GRE CLEAN ! EXCAV.,\TiON-? IM:"iEDIATELI 1 PRIOR TO AND DLRING THE L __ f'LAC!NS OF CONCRETE, Forms For Foundation E '.--S-c-,·i·e-,-,,-2-,,_-_-,-.o-" ___________________________ _ ,, ' • 'g'\ ~l ,, / :::.,J :~ ~ ! F Basketbail Post Scaie: 1/2''"" 1'-0'' I I. BASKETBALL BACKSTOP. FR0<"1 LI-. STEEL CRAFT. MODEL f/05 1-ii/16" DELL>XE f1BER6LA55. 2, BREAK,'\WAY BJ\SKETBALL RiM FROM L.-\ STEELCRi\FI 3. NYLON N£:T MODEL 4;$0-3 WITH OVEN-FRIED EPOXY. 4. BASKETBALL POST PROM LA. &TEaCRfFi. MODEL IH2G44 HITH POHDERGOAT CASf-'AX- 7iRAL qo17. BACKBOARD BRf.CE ALSO TO BE PO~s.JDERCO.A. TED. 5. EXPAN5ION JOiNT, TYPICAL. 6. POST TEM3!m4 PAVING PER DETAIL 6 THIS SHEET 7. TYP1GAL. CONCRETE PAV1NG PER DETAIL A ::')hEET LC2,S 8. COMP.ACTED SUBC-R,ADE PER OOIL REPORT, 9. 10, SLff\/f.:; -SAND FiLL. G.ONGRETE FOOTING HiTH FOUR -#5 VERT!CAL REBhR W!TH #3 TIES AT 8~ O.G. NOTES: .ALL GOALS TO HAVE 7' POLE HITH GRAMENT STRIPES AT EACH END, ri...:o $ET$ OF F-OUR INTERIOR BELT !_OQP'.:}, SF'ACE I' FROM TY:> AND i' FKOM BOTTOM. PAD TO BE SECURED BY USE OF 5Ti\!NLE55 STEEL "BANDiT" THROUGH INTER.IOR BELT LOOPS. HOG RlNGS /\t\'D/OR LAG:':$ MUST SEO.,'RE GRAMENT STRIPS TO EACH OTHER COLOR TO BE RED. I L __________ ___J !!. !,,Jlr-!TER GREEN Off.O COLOR. 7 3. 2" HHITE LiNE, TYP DEW GOLOR. I '.2. ADOBE TAN DECO C.OLOR. 4. POST TEN.SiON COUF.ff FOUNDhTION. SEE 1· I DFU\IL 6 Si-!E:::T U'.:..2,4. 5. BASKETBALL GOAL ASSEMBLY PER I I o--A" F SHt:::'""·r L ·2' ' L___ C, ,._ ,;.,..k (., ,1. ______ J NOTE: RB''ER 10 $Pi::C:.iFICATIONS f'-Of.( DCCO-GOLOR. t\Pf'LICATl::'.,N 5PEGIF!O-.•ION;"., A ® t. (4) -W3 REBAR TOP t BOTTOM HliH #:'> T!E5 A.T t:2" :'.J.C. REFER TO DETAI)_ C >HIS SHEET. 2. DEAD ANGr!OR 3. COMP,,1.,GTED SOIL 4, PERiMETER. EDGE DM. 5. 1/2" DIA. GABLES AT 3'--8~ O.C. 7 EACH EA I .A. T MiP DEPTH OF SLAB, !'-6" 6. M AT 4'-0" QL Et\CH WAI 2 i/2' ,.,_-BOVE BASE 7, SEE SPECS F'OR COJRT FINISH AND COLOR 8. 4" 5r\ND BASE Y'l/ 10 MIL VlSQu'EEN AT MID DEPTH OF SAND LA 'i'ER Typical Perimeter Section @ Dead Anchor Scale: 1i2";;: 1'--0'· r. Ii, I. ~.6.) --#5 REBAR TOP t OOTfOM ~'!i kllTH #3 TiE3 AT 12" 0,C. REFER TO DETAIL C. THIS 2,HEET, I . 2. ;_!VE/5TR£55 ANCHOR.. 3. COMP AG TED SOIL. j 4 P~R!METER EDGE BM. '.?. 1/2" CABLES AT 3'-5" O.C. ll EACH Ei\Y AT MID DEPTH OF-SLAB. 6. #4 AT 4'-0" CL. EACH HA'( 2 (12" ABOVE BASE. 7. $EE SPECS FOR COURT FINISH .AMD COLOR 8. 4" SAND BASE ),,.1//0 MIL VISQUEE:1-i AT MIDDEP1H OF 51\ND Lh YER. Typical Perimeter Section @ Live/Stress Anchor Scale: 1i2" = 1'-0" !35° BFND COLUMN T! t:: go• BEND OR BEAM STIRRUP f<.'.,.3:J POR #2 THRU #8 BAR R=4D FOR ~9 TH~U #I! BAR R=i2D FOR 4-)14 OR til5 B,"\R. ~_36 D!.A. R CONCRETE .48 DIA FC MASONRY ,-, ---·-----co ~---... Reinforcing Steei Detail l (' L-. -----------~) Not To Scale l ! I STRUGTUFzAL NOTt=5 6ENERAL ! . THE CONTRI\G fOR SHALL VER:IFl AND BE R5PONSIBLE f'O< ALL DIMENSIONS AN'.:> GOND)T!ONS AT THE J09 SITE THE CONTRACTOR 5!·YLL BE RESPON$!BLE FOR BR:\GiNG ANC SHORING ALL EXCAVATIONS, TEMPORARY srRUCTURES, t\f,JD PARTIALLY COMPLETED PORT!ONS OF TrlE NORK, 2, ALL GONDITIONS NOT SPEGIFIC/\l.l.. Y 5HO!...JN OR DETA!LED $HALL BE OF THE SAME T'YPE AND CHARACTER AS THOSE SHOY~N FOR SIMILAR CONDITIONS. 3. ALL J..-.!ORK AND MATER!AL SHA.LL GONPORM TO THE UN!F-'ORM BUiLDiNS CODE 1994 ED/T!ON. 4, THE: STRUCTURAL DRAH1NGS SHALL BE COORDINATED HtTH ARCHITECTURAL MECHANIC.AL, AND ELEC.TRtC.AL DRAV-IINGS. S. NOTIFY THE STRUCTURAL ENGINEER 24 HOURS PR!OR TO PLACING GQj¾;_CRETE. 6. FOR TtiE SEISMJC DESIGN b0.4, i=l.0, AND LIS, c .. ,2.75 AND RW .. /3. FOUND.A TiONS L FOOTINGS SHALL REST ON FIRM. UNDJSTURBED OR COMPACTED SOIL AT A MINIMLM DEPTH r.$ELOJ.-.i FINISH GR.A.OE OR NATURAL GR/\DE AS - SHOhN ON ThE !"OUNDATION DL:Jf.1L.S, 5U;:'. SOILS Rf:::r'OR.T f_.;OR WMPLE:TE RECOMM9'1DATIONS. 2, ALLOWABLE SOIL 3EARING VAl_UES AP-.E BASED ON SOiL5 !~PORT DhTED JUNE 29, 1995 s·-r N!vJG /\ND /A!.C. 9b0!9-2 ALLOJ,-1/\Bl.E BEARING PRESStJR.E 1500 PSF' C-11N. 12" :3'15EDMENT) LATER.Al. BEAR!NG: 3b0 PCF fRlCT!ON, 0.4 REDUCE FRICTION OR PASSIVE PRESSURE BT 5:) PERCENT :,,JHEl'l COMBINE PASSIVE PRESSURE AND PRIG TiON. CONCRETE ' 2. 4. 5, b. ALL COl'<I.CRETC SHA:..,L Hf'>VE A '."il\l1;vfJM ULTIMA1E GOMPR::':S$1VE STP.EN6TH A:" 28 DA';'S AS F'OLLOh!-3: POST TENSION Si...f,B, SE;':: t~OlE 6 OF 'THJNIS C.<XJR.T COh!CRETE 5I_AB BASKETBA!...i.. POST FOOTING: 2500 PSI MiN. ALL CONCRETE 3\-iALL H:\VE A !"'iAXIMUM SL.UMP NO GREATER TH/\i'i "1". CEMENT .SHAU-GON•-ORM TO A5TI1 Gi50 AND A.GSREGATE 5HAL.L. CO~FORM TO 1\STM C3:'.:L USE TYPE Ii CEMENT. MIX Df:SIGNS 5!iALL BE APPROVED BY TrlE STRUCTURAL ENGINEER PRIOR TO USE. r\ND ~J.-.!AU_ BE PREPARED lN ACCORDANCE hJtTH METHOD 13 OF U.B.C. SECTION lo/"J.5 .2 3/4" MAX. AGGREGATE. crnSTRUCTION JOINTS FOR SLABS ON GRADE 3HALL BE AS $HOHN ON DRAh!iN0S OR 1'5 hPPROVED Bl TH::' !:)TRUC.. TUR/\L. CMG!Nt::ER, PREPARE JOINTS PER 1906 .4. REFER. TO THE ARCHITECTURAL PLANS FOR HOULDS, GROOVES, ORNAMENTS, CLIPS, OR TEXTlRl::5 REQUIRED TO BE GAST INTO THE CONCRETE AND FOR THE LOCATION OF DEf'RE:S$10NS. CURBS AND RhMP5. CORNERS OF SL.\BS, B::'AMS, WALLS, COLUMNS, ETC. SHAl.L BE FORM~D WITH A 3/4" CHAMFER UNLESS NOTE:.-U OTHERHISE REINFORCING STEEL REINFORCING STF[I SHALL GONF<)Fi"! TO ASTH A615 GR.A.DE 40 FOR #4 1\ND SMALLER AND &RAC{; 60 FOR #5 AND LARGER. U.ND, .A.LL RE:NFORCING SHALL BE FROM !OEl'-ff!FIED STOO( V~iTH MILL ANAL YS,IS SUPPLIED, ALL WELDE) REINPORC1N& S!-JALL CONFORl'i TO A:?,TM A706. 2. AU. REINFORCING STEEL, POWEL.$, ANCHOR SOL TS. ETC., .$HALL BE !,._[ELL SECUR=D IN PLJ;,C.E PR.iOR TO PLAC.11\!6 CONCRETE. C..Ot\lTRACTCR SHA.i....L US!:: TEMPLATES TO iNSURE ACCURATE PLACEMENT OF ANCHOR BOLTS, DOl...JEL5, ETC. 3. DOhiELS SHA:...!... BE PROVfD'.::D .AT POUR AND CotiSTRUCTION JOINTS AND SH/\LL SE THE SAME SIZE r\ND 5PAC!'.\I& AS THE REl;.[F()RCING SHOHI~ FOK THE SUBSEQUENT G-ONSTRUC.T!ON. 4. ALL CCNT:NUOt,.15 BAR5 OR DOHEL5 SHACL LJ\P 36" Dli\t'1ETE:RS IN CONCRETE hND -4-8" DIAMETi::RS IN MASONRY, UNLESS SHOWN OTt-i~RW!SE: (2-4" MINIML,'M). 5. REl!~FORCiN6 $HA:...L HA.Vt: Trff:: FOLLOr-liNG N!'-!iViL,M GOYE~S: CONCRETE AGAINST EARTH NOT FORMED 3" CONCR!:.::TE l\Gf\!NST EAS;TH FORMED OR TROWELED 2" ' ::>.J.,j_" ' __,, . HALLS /.,ND O)RBS SLAB ON GRADE AT CEl'\TER BASKETBALL COURT POST -TENSIONED CONCRETE SLAB N07"ES, 1. 5LB GR/\D:'.: SCILS SHALL SE PR....~ARED Bl SATURATiN.S T!-!E SOIL A$ RE:COM>1EhJDED IN THE SOILS ENS!NEER5 REPORT. 2. Ti-JE SOIL ENG!i-..!EER SHALL TES1 AND APPf<:OYE THE SUSGR,ADE PREPAR,"s TiON PRiOR TO CASTING THE SLAB. 3. 5HOP DRAHIN65 FOR Tt'E P05!-TEN510N5 Cf\BLE'.3· AND M~GHOR.A6E SiiALL BE SUBM!TTE:D roR A~?ROVAL PRIOR TO FABR.IU\TiON Of THE GABLES. 4. ANC.HOR.A,GE DEVlC.ES SHAL..!. .. B!':': $UPP:..iED BY AN ICBO APPROV::'9 f'AJ,J,IUF:\CTURER. SUBMiT IC.BO RE$EAR(.H RE-GOMMENDATIOl'-1 A:....ONG l,~ITH SHOP DR..A~iHGS FGR. APPROVAL. 5. POST-TEJ·-.!SION 5UBGONTR/\CTOl<.5 $HALL SUBMIT EViUC:NCE OF-AT LEAST 5 Y!::AR.3 OF EXPEf~IENCE HITH SIMILAR TYPE PROJECTS. b. C.Ot>JCRETE 5..-fhLL BE 30Q() PSI M!N. COMPRESS!VE STRENGTH AT 28 r.v.:rs AND CAST HITH A $LUMP No1· TO EXCEED 4 !NGHE:$. THE Mh.X. HATER CEM:':NT RATIO SHALL Nffi. EXCEED 0.45. USE TYPE!; Gl3'1ENT WITH POZZCL.A.N, MAX WATER SOLUBLE C,HLORIDE:: iON lN C'JMCRE1E. t--'.IX. DESiSNS TO 5TRUCTU:<.AL ENGINF::R FOK REVIEW AND hPPROVAL PRIOR TO ORDERING AND PL.AClt'4G AN( GOM.C:RETE. 7. CONCRETE ~JURfACE SHALL BE TRUE AND ,"'.A.TCH THE GRADES NDTED ON THE AF'PROVED PU,NS. Ti-ii= SL.t\B SHt\LL BE FV\T TO WiTHIN 0/4 H{CH Wii:';}j 11EA5UP£D HITH A 10 r~ooT 51 RAJGHT f::D6E AT :\NI I_OCA.TIG'l'--1, 6. P05T TEN5!0N CABLES SHALL Bf: 3/4 INCH STRESS RELIEVED 7 W.!RC STRAND GONFOR.Ml~·lG TO AS-1M A-4i6. Tl~E· CABLE:-S SHALL. BE COATED V~ITH ,A. GORROS'ON RE::.ISTANT GREASE AND COVERED v-JITH A PLASTIC.. SHEATH, THE CABLES SHAU...,. !3E SECURED IM PLACE AT M;D DEPTH OF THE SL.1\B B-; ::'.,I.JPPORTl"iG ON TOP OF R!::!NFORGING $TEEL---. UL.TiMATE STR.ENSTH CROSS 51:.."'GTIONI-L hREf, MODU!..l!S JAOGr~G FOR.Ce Jr\CKIM-S FORGE Ei_ONSATiON TRA.Nt.\FER FORGE TRANSFER FORCE E:LON0ATION EFFEG ""l'v'E LOAD [:'Lf'N&!'-,TION TOLERANCE ,,.,,41.3 Ks1 '=.)53 5,,2 !ri "'26.6 pei ,_33,0 Ksl "'.66 in/ 10 ft -=28.9 KsJ "'.79 In/ ID ft "'26.9 Ksi "-'+/·-7% 9. 25% OF THE POST TENSIONING FOf;'.Cf.'. $HALL BE:' APPLlf:D 24 HOJR5 AFTER. THE SL.AB HAS B;.';EN CAST. THE RE!'1'A1Nll\lG TEi\lSIO.\.l1N6 5!--iALL BE APf'L1cD HhEN THE SLAB HA$ om-AINED 80% or= ITS 5PEGIFIED STRE1'l&TH. THE CONTRACTOR SHALL T.4.KE AND i'EST F.XTRA CYLl/,IOER.5 OF THE St.AB TO VER!F'Y T!~E COtKRETE. STRENGTH. iO. TrlE CONCRETE SLAB SHALL BE GONTINUOUSL"l' MOIST CURED UNTiL THE THE f'°ULL PRE:S'i'R:'::55 FORCE: HAS DEEN APPLiCD. AS t\N AL TERN.A.TIVE AP?ROVED MEMBRANE COATiN65 HAY BE USED IF APPUF.D l"l TNO GOATS I\T RISrfT ANS:.£5 TO EACH OTHER iN 5TRiGT ACCORDANCE hlTM ·n1E M.A,NUFACTURER$ RECOM!'1END,&i r:ONS. ll, !F CONCRETE lS PU\GE::D IN i,.,IE,6-.THER W!;ERE THE TEMPERATURE 1$ EXPECTED TO EXCEED 80 DEGXEES FAHRENHE\T OR ~s/!ND 5P2ED .tXCEEDING 10 MPH THE CONCRETE SHALL BE PLACED 1N r\GCORPAt\'CE HITH TH!::. REQU!RE::MENTS OF AGI 5T.A.NDA.RD 305-R. 12. APPUGAT10N OF CABLE FORCES 5HAL! .. 5E MON!TORED BY A. SPECIAL DEPLITT INSPECTOR AND SHA.LL BE ESTABL!SHED BY USE OF A GAU BR/\ TED PRF:55'.JRE GAGE AND VER!Flf:D BY THE ELOt../GATION OF THE CABL~S. !3. AFTER ALL THE C.A6LS$ ARE STRESSED THE TA!:..S SHALL BE BURNED OFF AND THC GABLE A~P EXPOSSJ ANCHOR COATED H!TH SIKATOP I 08 ,\!'<:~ATi:::C CORROSIO~ PROTECTION COAT!NS MATI:RiAL .AFTER GLE.AN!N6 TIAE BOf-..iDING SLRF/\CES. ' ,. ·•··" .. ' I 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2099 1214 Esst Green Street Pasadena, CA 91i06 82:6 795-2008 FAX 626 795~2547 IRVtN!"-,. COMMUNITY DEVELOPMENT COMPANY 5SO N8wp-:1rt Centnr DrJve Nawpo1"t BB.ach, Caiifumk, 92800 (714) 720-2000 CONSULTANT: Revisions ,, f_':, ----- 1\ v l-o ....J lLl :c z 0 -!-u :::> er: !- en z 0 u LU CL <( (.) (/) Ci z :5 J' I I 7 STRUCTURAL DETAILS Ill Job No,: 97 ~523 Drawn. BSA FF Che-eked: T J/MH !l ~ ,,J, 0 z L ~ m ff) JJ __ ,J \ z C s --t) \ !]\ I I- i I i 12'-6' 02) Arroyo Park Sign -------·------·--- POURED N PLACE:: INTEGR/,L C.OLOR CONCRETE C.AP WITH LIGHT /\GID HASH F!N:5+1 C.OLOR:tvJE:SA BEIGE. L M. SGOLPIELD. SUBMIT SAfvlP! .. £ TO .ARCH. FOR .APPROVAL 2. LEDG::':R STONE VEl✓EER. TO MATCH !AC NENPORT BLUFF$ ENTR!S:$. 3. PREGAST NTREGRAL CO;__OR 515N F,4-GE. S!::E DET AfL 8 FOR FONT TYPE AND 51ZES-COLOR: MESA BEi6E 4. DOHELEO GONNEGT!ON5 iNTO POURED !N PLACE CONREfE VJALL. 5. FINISH GRADE. 6. (2) #-4 @ 12" O.G. HOR!ZONT r\L 7. (2) it4 @ 12" O.G. VERTICAL 8. lt4 @ !6'' o.c. 9. (6) 44 R£:::BAR 2'--0" .,----,-I I. PREC/\5T CONC"RFTE SIGN PANEL. COLOR-MESA SEISE, L.M SGOLFiE;_D COl>!:".A.GT: BR!AN BURN2TT TFN ARCH $!6NAGE /14-556~0990. 2. TYPE STYLE' 5:":!-ZIF GOTHIC REGULA.R LETTER $PACE -10. RECESSED LETTE:"<:IHG PAINT ....fl\ r-G COLOR TO BE SPEClflED BY GITY F-~) J,} 3. RECESSED RELIEP CITY SE:.'\L / PANT RECESSED AREA ONL I / 1--Ri / ···· -f'3\ C.Ol.OR TO BE SPFC.IP-IED B"f TH2 ! / /1 ,..,:_,, 1 lr-\..:::,,,J CITY j,5 %~ I f I I 4 b'F B:i,i~: RA!$EDY4' FROM FACE . _ _,...I _,_I _L __ ;.! __ ,_f --1-/-1-/ ______ -+11;<] _____ . Nr ~~RI 10Y0-PARK ~l{ o) ~I '',, ,,, CITY OF NEVVPORT BEACH--1-r-~ l ~----____________________ J I ''l I IP1 31872 Camino Cap!strano Sar. Juan Capistrano, CA 92675 '949 661-7127 FAX 949 248-2599 1214 East Green Streat Pasadena, CA 9i 106 626 795~2008 FAX 626 795-2547 PREPARED FOR: lRV!NE COMMUNITY DEVELOPMENT COMPANY 550 Newport CsntGr Drive N£1v41ort Beach, C:c:i1:tomi.:i 92660 (714) 720-2000 l . l I .__l ____ J, 1/i\ ARROYOiMESA TRAIL ·, Date I 7120/00 i . ' •. e121100 I , ---··--- A L~ WATERUNE FHY ffi !HH!GATJON REV!SiONS :;_ __ /~ MESA TRAIL 1.JGHiS /~ ARROYO PARK SiGN 8/21i00 12/6100 e1e1m z 0 -1-u ::, 0::: I-m z 0 u LI.I 0.. <( t) U) Cl z :5 STRUCTURAL DETAILS Joo No.: 97~52,o3c..... __ _ I .Q.r!l~3-,-----·· STAFF,.,,, .. _ --- ~-1 ml P. ' ;,El ·e8 l a ~'t: I ;j; Cm I Eel ~ 0"' <.lo I 0 .:im l ; I I ' 1 I ~--_ lC2.5 ....... _______________________________________________________________________________________________________________________________ _._...cs·:;...;k.:a-t:...' . .::3:.,,3:....'1...Y""{-"5:....· _-.1I $1 C> ~~ m " -· -.I " 0 -' -i': ~ V) -z !•, ~ • -., L~ i' tJ ;:. :So "-" C " I n: • 0 II ~ z $, [lJ rn :.D -'() I Ji _ _,, \ ' ..--I ' I Cy , 1 iJ .. I I \ \ \ 84 SHB ' . ,, / / / C2 I/ I . ' )/ / (2) EX1$TIN6 3' SLEEVES. CONTRACTOR TO REVIEW STREET IMPROVEMENT PLANS FOR THE EXACT LOCATION, \. I ' \ ' ' / I / :lb SHB / w > <( 2 0 Cf') -co / Gi I 1/2" _/ / / / / / / / i \ ' / \ \ \ ' \ \ ' ' ! i,/,· 1 / ·. ,, i<,. ~ ..----·· I I ' i / i ' \ \ \ / ! /-· ,/ ,</ -· / I r \ ' ' ! " \ \ ' •, \ \ ' \ '. \ \ \_ ' i '• \ 11/.i' j I I J I ' j ' I I 'D' THE CONTRACTOR SHA.LL C.Oi,JN!;:CT THE{ ~r MASTER VALVE HIRE5.,-:l: THE 2" F:..ow SENSOR TO CONTROLLER .A.SSErvlBLT 'D' Af?., THE )'-":ASTER WNTROLLf.R. ASSEMBLY. !NS"!"ALL THE B.AJ...L VALVES, BASKET -$TRAJt.!ER. OOiC.K C.()I.JPLER.5, MASTER VAL.VE&, AND FLOY'! SENSORS WJTHiN THE: $HRUB PLf',}fflNG AREAS ONLY. THE FLO~ $ENSOR HfRE SHAU. BE THE RAINMASTER EV-CAJ3-SE:r-! CABLE. ALL FLOk 5ENSf.JR W!RE5 SHALL BE INSTALLED WlTHfN A 1-1/4~ SCH. 40 PVG CONDUIT FROM THE FLOW SENSOR TO INSIDE THE CONTROLLER ASSEl'-1BL l, THC CONTRACTOR SH,"\L..L MAKP-THE P!NAL GONNECT!ON5 FROM THE PLOW 5ENSO'R TO THE WNTROLLER A....:-,.,."JEMBUE:5. ALL THE MAINLINE SHOWN IN THE HARD5CAPE AREAS ARE PIAGRAMMAT!C ONL I. THE MAINUNE(S-) ARE 1NTEN.Di::D TO BE 1N$T AU.ED WlTHtN THE SHRUB AREA$ ONLY, ALL MAINLINE, LATERALS, AND HIRES THAT R,UN UNDER ALL HAR.DSC.A.PE AREAS THAT ARE SHOWN ON THE PLANS SHALL BE su:::t:.:V--cD 2 X'5 THE AC,TUAL PIPE S1ZE WlTH A SGH, 40 PVC SLEEVE, SEE DETAILS FOR !NSTALLAT!ON AND DEPTHS. WNT'r<:ACTOR TO Rl'::Ft':R TO THE:: APPROV'2D GIT'f OF NE:WPOR.T SEACH C.IV!L ENG!NE.....~'5 $&JER t WATER. ·PLANS FOR THE EXACT WATER. METER. Loe.A Ti ON, ) ' \ I ,..- \ \ I ' \ ' '· . \ \ . \ \ I \ . ' / \ \ ! \ \ \ ' ' ' \ ' \ ._ \\ \ \ \\ '' \ \ '·\;· ·>:::~-- ,-<'. ./ : 'i:1 -i·. 'u ,,..,-~--- RECLAIMED H,-'\ TER INFORMATION V4ATER METER ELEVATION~------',8,!,7~- WA.TER POC H.GL· 420 POG STATIC PRE55UR • 143 PSI REQUIRED DYNAMIC PRESSL,if<.::, qs pgr MAXIMtJM PEAK IR,1'.i?.!GAT!ON DEMAND·260 6PM C!VIL STAT!ON NO.L..--~---·--- METER ADDRESS~·-c-cc-==~----- TOTAL AREA SE:KVF_D: 7.56.92.i, SQ.FT. MAWA; ~ 1:zQ.Qb.:i-,G-AL./YR f:1,,JU;_-~Qfa.__e,AL,lr'R.. SET PRV /MV FOR C.ONTROLLER 'A' AT ;__jj;;LP5\ SET PRV friV FOR CONTROLLER. 'B' AT :__ll2_ P5i SET PRV/MV FOR CONTROLLER 'C' r\T~PSI WATER METER STAT!Ot~ POINT: 2.ffi,%1 ___ .... • RECLA!MED METER. ADORE$$: kHI !{4 ™~ ·\ ; k lt,.'f'OR.MATtON PROVIDED POR Tf-f!: SOLE Pt .. 'RPOSE OF IRR.16ATION 11AS-BUIL 'TS!l WERE ~OV!DED B1' PA.RK WEST L/',ND5CA!'E. EPT MAKES NO ASSLM>TIONS, NOR TAr..ES AN, REsl>ONSIBILin· FOR THE AWJRAC( OF THE 'l,S-BUILi" DATA !3'!' PARK J.-lEST LANJY..,CAPE, GENERAL NOTES L NHEN VeR.TlCAL OBSTRUCTION$ (FIRE HYDRANT$, STREETLIGHT:$, TR8:::-S, ETCJ INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER. HEADS 50 AS TO PREVENT PROPER COVERAGE_. THE IRRIGATION CONTRACTOR. SHALL FIELD ADJIJ$T THE SPRINKLER $Y:2:T8'1 Bi' !N5T.All!NG A QUARTER C..IRGLE OR HALF C-!RC-1..E SPRINKLER HEAD ON EACH SIDE: OP TJ-JE OOOTRUCTION $0 AS TO PROVJDE PROPER COVERAGE. ALL ADJusn,tENT$ SHALL BE MADE AT NO .ADDiTJONAL COST TO THE OHNER. (T'(PICAU 2.. REFER TO !RR16AT!ON LE6-END SHEET Li.4 FOR THE SiTE: OBSERVATiO!'.J SCHEDULE. "l"HE WNTRAGTOR !S RESPONSIBLE FOR R.EVIEv-!!NG, /\ND FOLLOI-.JIN0 THE OB5f;;RVAT!ON SCHEDULE, 3. THE IRRIGATION MAINLINE I IRRIGATION I LATERALS SHO!-slN TO BE INS'fl-LLED IN THE HARD5CAPE AREAS ARE:' SHONN i=OR D!ASRAMMAT!G PURPOSES ONLY, ALL iRRIGATtON SYSTEMS SHALL BE lNSTALLEP HlTHiN THE LANDSCAPED AREAS ONLY. 4, THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL SAl.L VALVES, BA.SK.ET STRAINER QJ!GK COUPLER MASTER Vr\LVES, FLOH SENSORS-REMOTE CONTROL VALVES AND SPARE i,,Jif<E PULL BOXES HlTHiN tHE SHRUB P!_ANT!NG AREAS ONLY. THE ONLY EXCEPTION !5 THE QUiCK COUPLER$ LOCATED IN THE BASEBALL lM-FIELD B'f THE FENCE FOR DUST CONTROL Pl.fsP05E5 CNL,. REFER TO SHEET LI .4 t U .5 FOR lRRiG/\TION LEGEND, NOTES. t\ND DETAILS. '10 20 NORTH SCALE: 1 "=20' i L 40 31872 Camino Capistrano San Juan Caplstrano, CA 92675 949 661~7127 FAX 949 248-2599 1214 East Green Street Pasadena.CA 91108 626 795-2008 FAX 628 795-2547 PREPARED FOR: f(\GA, t~i '-..)t,)V IRV!NE COMMUNITY OEVELOF>Mf='.NT COMPANY 550 Nowpcrt Center Dr!'-ro Newport Oaach, C~llforn.ie 02660 {714) 720-2000 CONSULTANT: 6 BLDG. PERMIT 6,,~RROYO!MESA TRA.:L /\. WATERUNE REV, By 6 IRR!GAT!ON REVISiONS 6 ~3ES,A_ TRAIL l1GHTS ..... ('I") LO --- IRRIGATION PLAN Job No.- Drown: !RRIGAT!ON ST.A,r'F Che--J.;ed: . RV/OG l 1. i 7I20/C,O S/21/00 8/21/00 1216100 z 0 -l-o :J oc 1- (./) z 0 0 LU 0.. t5 (./) Cl z ::5 \ i l l :J I 56 C9 2' I -··· 44 SB / ,..,-··· __ ,,,. \ \ G II I i/2" j \,' ,-~/ ~----/" ,,; ,.,. id ,,;-;: " ro \"\, _,,, t:J. t\ tt" ~~ t;:o 't'½ " I ' ' ...... ___ _ -----.... ,' \ IRRIGATION aEGTRONIC "AS·•BUILTS" ' ' 16 SB 00 C 14 TF 18 G 13 SB I' G !2 I' ALL INFORMATION PROVIDED FOR THE SOLE PURPOSE Or IRRIGATION 'AS-BU!LTS' WEPJ:' u~OVIDED BY PARK WEST L',NDSG/\PE. EPT MAKES NO A55UMPTIONS, NOR TAKES AIW RESPONSll'l1LlT1' FOR THE ACOJRAC"! OP THE ',"£,-BUILT' DATA BY PARK 1-<EST U\NDSCAPE, \ \ ,., ....... / ·---. . "•-. ..... . ., ....... ·-.... ., __ , __ ,, ------- G 18 -.. _ •, ' ...... :· '•,. 52 I I I C 55 I' C 36 t:, 57 7 I' Tf 5& I 1/2' TF .... ___ _ I' G 16 I' SB 6 SB ........ "' -.. ,. ... , .. - ss TR C 15 /" TF 30 \ / / "• \ \, ··-... ______ _ 42 TF :·_; ,.,.., . \.,. C 31 I' i •""; ~~:-------- \,_,{ / --•. (,'°."": .. .. , '· 8 SB ...... __ •, ··->-·\ NOTE FOR CONTROLLER "A' CONTROLLER TO BE A EVOLUTION -PX2 STAND ALONE CONTROLL.£:R. C.ONTROLL..9<. SHALL BE INST.ALLE.O ON A STRONG OOX BAC.KOOAR:J. MODEL NL,~BcR: MODEL tt: HS-724-DX-18-WM-05-HW/JACK,.JRC/PMRKiT 53.:: POINT o,e:: CONNEGTION NOTE FOR A.DDITfONAL EQUIPMEN.T TO BE UTILIZED eY THE CONTROLLER. THE 120 VOJ..T POHS< SUPPLY FOR HOOK-UP OF iRRIGATtON ASSEMBLY SHALL BE THE RESPONS!6!L!T1' OP THE IRRIGATION GONTR:\C.TOR. REFE-R TO ELEGTRiGAL PLANS FOR AJJD!TIONAL INFORMATION, FINAL LOCATION OF CONTROLLER .ASSEi'/43Ll SHALL BE APPROVED BY THE QJ,,iNER'S AUTHORIZED · REPRESENTATIVE PRIOR TO INSTALLATION, NOTE FOR CONTROLLER "B" CONTROLLER TO BE A EY:OLUTlON -DX2 STAND ALONE GONTROLLER, CONTROLLER SHALL BE INST.AJJ...ED ON A 5TRON6 BOX BACKBOARD. MODEL NUMBER: MODa tti HS-724-DX-18-hiM-@-HN/.JAC.K-IRC/PtiRKIT $ff POINT or CONNECTION. NOTE FOR ADDITIONAL EQUIPMENT TO BE IJTILIZID B! THE CONTROLLER. THE 120 VOLT POWER SUPPL"'( FOR HOOK-UP OF rRRiGATJON ASSEMBLY SHA.LL 5E THE RESPONSIBILITY OF THE IRRIGATION CONTRAGTCR. R!::"7'=ER TO ELEC.TRIGAL Ft.ANS f'OR ADDITIONAL INFORMATION. FlNAL LOCATJON OF CONTROL.Ll:R A.S."Jf::~ I SHALL BE APPROVr=D 81 THE OHN!::R'5 . .i,,.t.,,'THOR.IZED REPRESENTATIVE PRIOR TO INSTAU....ATION. NOTE FOR CONTROLLER "G'' C.ONTROLi...ER TO BE A EVOLUTION -DX2 STAND ALONE C.ONTROL.l.ER. CONTROLLER SHALL BE INSTALLEO ON A STRON:S BOX BACKBOARD. MODEL N\JVSER: MODEL tt: HS-724-DX-48-WM-03-HW/JACK-iRG/PMRKtT SEE PO!NT OF CONNECT!ON NOTE FOR .A.DDiT:ONAL EQUIPMENT TO 8E !JTJUZED !3Y THE CONTROLLER. THE 120 VOLT POWER SIJPPLI FOR HOOK-LP OF IRRtGAT!ON !'\$5!::MlSL-Y SHALL BE THE RESPONSl81UTI OF THE fRRIGATION GONTRAGTOR. REFER TO ELEGTRIC.AL PLANS FOR ADDITIONAL !NFORMATION. FINAL LOCATION OF CONTROLLER t\559151..:e' SHALL BE APPROVFJ) Bl THE ONNER.'5 AUTHOR!ZEP Rt::r'RESENTA"flVE PRIOR TO INSTALLATION. NOTE FOR CONTROLLER "D" GONIKOL.LER TO BE AJ;VO,;_..LflJON ::_l?~_STAND .ALONE CONTROLLER. C.O~TROLL.E:R. SHALL m:rTNsT.-'\l...i.ED ON A STRONG BOX BACKBOARD. MODFL NUMBER: MODEL », HS-,72A-DK·6-h'M-03-PH/JAGK-IRC/fMRKIT SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EGUJPM!=NT TO BE UTJLiZED !3Y lHE CONTROLLER. THE i20 VOLT POWER SLIPPL'l' FOR HOOK-UP OF iRRIGAT!ON ASSEMBLY SYALL BE THE RESPONSIBILITY OF THE !RRiGATION CONTRACTOR, REFER TO El.£CTR!GAL PLANS FOR AVDITlONAL INFORMATION. FINAL LOCATl9N OP CONTROLLER .ASSEMBLY SHALL BE APPROVED Br THE 01-JNER'S AUTHORiZED REPRESENTATIVE PRIOR TO INSTALLATiON, CONTROLLER GOMMJNIGATION NOTE: THE GONTI<ACTDR SHALL iNSTALl.., 4 CONNEc..T EACH GONfROLL.ffi A5Sl,:J,Jol..Y WITH THE RA!NMASTER EV--GAB-COM GABLE W!THiNAN 1~ CONDJ!T IN A !DAISY CHAIN STYLE PER RAINMA6TER PHONE C.OMMIJNIC.ATION DETAIL 14DXFHN10A FOR Ei\GH CONTROLLER ASSEMBLY. FOR FURTHER !NFORMAT!ON REGAR.DJNG THE COMMUNICArtON !NFORMATJON. REFER TO THE AUTHORiZED RAINMASTER REPRESENTATIVE t THE RAiNMA5TI.:."=R. DE5l6N 6-'.JIDEUNES. GENERAL NOTFS L WHEN VER.T!CAL OBSTRUCTIONS (FIRE HYPR.ANT5, 5 TREETLfGHTS, TREES, ETC.) INTERFERE W:TH THE SPRAY PATTERN or T!-11;: $F'R,H-.JKLER HEADS $0 AS TO PREVENT PROPER COVl::f<AGE, THE IRR!GATiON CONTRACTOR SHA.LL FIELD /,DJUST THE 5PRINKLER SYSTEM Bl li'6T,.<\il.lN6 A QUARTER CIRCLE OR HALF CIRCLE 5PRINiQER. HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PRO\/lOE PROPER COVERAGE, ALL APJL.tS TMENTS SHA.LL BE: MADE AT NO ADDiT!ONAl.. C.05T TO THE OJ,,-sNER.. (TYP!C..AJJ 2. REPER TO IRRIGATION LESEl'-D SHEET U.4 FOR THE $!TE 06SERVAT!ON SCHS:\)i-Ji. THE CONTRACTOR i5 RESPONSIBLE FOR Ri:'Vle-JING, AND FOLLOWING THE OBSERVAT!ON SCHEDULE. 3. THE !RRIGAltON MAtNUNE ¢ IRRIGATION LATERALS $HOHN TO BE !NST,-\Ll.E.D tN THE HARDSC.APE AREAS ARE SHOWN FOR D!AGRAMMr\TiC. PURPOSES ONLY. AU_ IRRl6A1"10N SY$TEM5 SHALL BE INSTAl:.LED WITHIN THE LANDSCAPED AR.EAS 01'-JLY. 4. THE LAN.D$C.APE: CONTRACTOR SH . .\LL INSTALL ;\LL BAU... VAf...\/5 BASKET STRAINER QUICK COUPLER; MASTER VALVES FLOW SENSORS REMOTE CONTROL VA.LYE-$' AND SPARE W!RE PULL ooxc=..s WI THIN THE SHRUB PLANT!N6 AREAS ONL. "!'. THE ONL 'f EXCEPTION !S THE QJ!CK COUPLERS LOCATED IN THE 8ASF:BALL IN-FIELD BY THE FENCE FOR DUST CONTROL Pl,1RPOSES ONLY. ! 0 j!j 20 4iJ l=F==::ii-c-:::i-i=r-=::=-=i NORTH SCALE: 1 "=20' I REFER TO SHEET Li .4 t LI .5 FOR IRRl6i,TiON LEGEND, NOTES, AND DcTAIL5, 31872 Camino Capistrano San JuGn Capistrano, CA 92675 949 661-7127 FAX 949 248~2599 1214 East Green: Street Pasadena, CA 91106 626 795--2008 FAX 62.8 795-2547 !RVlNE COMMUNITY DEVELOPMENT COMPANY !550 Newport Ce;nter Drive Nevvport Beach, Califam!a 92880 (714) 720-2000 CONSUL TANT: Revlslons 6 BLDG. PERMiT ~P.iRROYO/ME:SA TRAIL D,. WATERUNF: REV Q !RRIGA T!ON REVISIONS ---6 MESA TRA!l. LIOliTS IRRIGATION Pl.AN !RRiGJl,iJOM STAFF 7120100 8/21/00 8121/00 12'6/CO z 0 -l-o ::> 0::: 1-(/) z 0 0 LU a.. 6 (/) 0 z: :5 " --. ---·-l r-· I ~I z C <" -· OJ rn :0 :'d t\. ___ ~ " r_, _____ ,,,1 ~~ I 1 tJ 30' 72 TF 26 Tf 15 f) ll r- .:r ' it.7 r, '" 8 i'J B 14 2' C 27 I 1/2' C 29 I" n f I A 15 34' A 14 71 TF 54 SB ) 100 TF . 15 I ... ·· .. oO n·,.,. c;O .. 0,0 "'·, ..... -~.--5• A 13 2" REFER TO SHEET Li .4 ¢ Li .5 FOR IRRIGATION LEGEriD, NOTES. AND DETAILS. 12 44 1/2" SB A 12 Tr 58 A II 2' 100 A 10 2" 89 70 TF 68 :JO l !/2" TF •• -··. --.. -... :~ .. :•--.. , .... --... --....... ~-_· ...... __ r~'J~ -~ -•. ··-··-·-.. -.. :~-----~-·.:·:· .:.~.:-~_·:: ... ____ 'ef;j'_ 62' '. ---,._,,_,_ ... -··· .. - r!RRlG-ATlot-..1 ELECTRONIC "AS-BUILTS,; 54' .. 54 SHB ,. 89' SI' A7 7 ALL INFORMATION PROVIDED FOR TH!:: SOLE PURPOSE OF IRRISATION 'AS-SJILTS" J.-JERE PROVIDED BY PARK Wl:ST LANOOCAPE. EPT MAKES NO ASSU''IPTIONS, NOR TAKES ANl' RESPONS!BlLlTr FOR THE ACCURACY Or THE "AS-BUJLT'' DATA BY PAR!( WF~T LANDSCAPE. -- B4 56 2' SB ..... -....... , ---··· ... , .. -.,. < ,-1 ,✓, 00 A6 TF Bl 61' 43 Tf ' A5 I 1/2' s \\ \I I ... \""'"" ' 17 I" SB 00 Tf GENERAL NOTES !. HHEN VERTICAL. oP---STRUCTtONS {FIRE HTDRA~T$, $TREETL16HTS, TREE5, CTC..) INTERFERE WITH THE SPRAI PATTERN OP THE $PR1NKLER HEA.DS SO A$ TO PR.EVENT PROPER COVERAGE, THE IR.Rl0ATiON CONTRACTOR SHALL FIELD AD-G.JST THE SPR:NK.LER SYSTEM BY 1NSTt\LLING A QUARTER CIRCLE OR HALF G!RCLE SPR.iNKU:R HEAD ON EAGH S!DE o::: THE OBSTR.lJCTION SO A$ TO PROVIDE PROPER C.OVER,"\6E. ALL .ADJUSTMENTS SHALL BE MAD!= AT NO ADPITIONAt-COST TO THE OHNE:R. (TYPICAL) 31872: Camino Cap!stranrJ San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena.CA 91106 626 795-2008 FAX 628 795--2547 IRVlNE COMMUNITY OS\..'ELOPMENT COMPANY 550 Newport Center Orlve Niawp::'.>rt Beach, California 92860 (71~} 720-2000 CO~lSUL TANT: L\. B!..PG. PERMIT 6Jl;RR0Y0/MESA TRAIL. Ll WATERUNE REV. 6 MESA TRAIL LIGHTS 712G.'00 8/21/00 Bl21/00 1214/00 ~218/00 z 0 -1-(.) :J IX'. I- C/) z 0 (.) w a.. <C (.) Cf) Ci z :S 2. REFER TO iRRIGA"f!ON LEGEND SHEET Ll.4 FOR THE SITE oesERVATJON SCHEDULE, THE CONTRACTOR !S RESPONSiBLE FOR REVl&-IING, At~D rOLLO~.fNG THE Of3-_q_,ERVATiON SCHIDLE. 3. THE !RRi6ATION MA!NUNE ¢ tRR!GATiON LATERALS SHOWN TO Bt:: INSTAU.ED IN THE HAR.DSC.APE AR.EA$ A~E SHOWN FOR DIAGRAMMATIC Pl.JR.POSES ONLY. ALL !RRIGATiOH SYSTEMS 5,-JALL SE 1NST/\LLED HiTHiN THE LAND$C.I\PED .f\.'<.EAS ONL·;, I i.-..........1 ... __ ..! 4, THE LANDSCAPE: C.ONiR.ACTOR SHAL:_ INSTALL ALL B.AJ..l. VALVES, BASKET NORTH 5 l"RAlNER QL!ICK C.CIJF>LER MASTER VALVES, FLOW SENSOR9J, REMOTE CONTROL VALVES ANP $PARE J.•,Utd:?:: PULL BOXES • h!IT!i!N THE SHRUB PLANTING AREAS CNL 'l', THE ONLY EXCEPTION 15 THE QIJIGK WiMl131lftrl~~~ETrJB/~frN..L CONTROL PURPOOt:=-6 ONLY. SCALE: 1 "=20' I ' ' • IRRIGATION PLAf\! !RRiCiATIOrJ STAFF II ~o I co' ~1:j -"1 §E o§- t!l'o j ~,. l 1.3 ~~i ' -' I gl z>--,:zl, ~o "-0 0 ;l 'I 00 0 }i 8 0 ~ 0 •> C " n. ) v I i li V -,.j CJ) l lf• l ' I / ' I ' ' / / ! ! ) A;..L INFORMATION PROVIDED FOR THE SOLE PURPOSE OF IRRIGATION "AS-BUILTS" WERE filf,!OVIDED B, PARK WEST LANDSCAPE. EPT MAKES NO A55UMPTION$, NOR TAKES ANY RE$PONSIBJUn' FOR THE ACCURACY CF THE ~/>$-BUILT'' DAi,A, BY PAR.K. WEST LANDSC.APq:, i I / ~-II GITI ~AINT AINED / . . \ ' I I ! COfffkOc.L:CR 'L' WNTRAC.TOR SHALL PROVIDE EXTRA l~RIGAT!OM EQUIPMENT t PJUST THE EXISTING TURF IRRJ&ATION !N TH!S AREA A$ NESJED ti O PREVENT hNY 0\/ERSPRA"f ONTO -r'HE HARDSGAPE AREA. THE ,. ONrRACTOR SHALL INCLUDE ALL MATERIALS, EQIJ!Plvlf:t-.fT, ANP • ... , / LABOR NEEDED TO GO!'iPU:TE THIS iRRiGf\TION RETRO-FIT f"-OR ..• .,.--~··· THIS TURF AREA, t SHAU. C.OORDIN!\TE Jr.!1TH MASTER . / ASSOG!ATION MAINTENANCE COMP/,,NY PRIOR TO AND DURING THE SLOPE iRRl6ATION RE:!ROFIT. C.ONTRACTOIZ SMALL lNSURE THERE 1$ NO INTER:UPTIOM IN THE WATER SUPPLY ¢. !RRIGAT!ON CPERAT10N OF THE OTME'R THE IRRfGATION l..ATT:RAL $Y5TEM5 OFF OF THE MAIN. THE CONTRACTOR SHALL PROVlDE (2) 6" ./1'. t:J.) 4" $C.H. 40,-IRRIGATION 51 EEVES UNDER THE SID&!ALK L 2 51 2" 3B L3 L3 IB I" SB V2" SB L5 33 2" SB L6 32 ; !/2" THE C.ONTRA.GTOR SHALL REPAIR. Rf.MOVE/REPLACE ANY !RRIGATION, PLANTIN6, AND/OR HARDSGAPE DAMAGED DUI: TO THE N£3.,.11RRiGlffiON 1N5TALL-\TION AT NO EXTRA COST TO THE OhlNER . CONTRACTOR $KALL INSTALL NEW VALVE HIRES AND C.Ol'iMON WIRE~ A$ NEEDED TO COMPLETE THIS JOB. CONTRACTOR $HALL INSPEGT AND INVENTORY THE MASTER A5SO;:IATtON SLOPE IRRIGATION SY$TEMS WJTH1N THE RETRO-FIT ARF.-AS f'OR ANY DAMAGE AND/CR MISSING IRRIGATION EQUIPMENT PRIOR TO BiDD!N& ANU coNSTRUGTION. CONTRACTOR $HCU-D it✓CU.,'DE lN HIS BlD THE REFl..ACaf.:NT OR REPAIR OF THESE lT!=MS. G0t-.'TRAG1"0R SHALL PROVfDE TO THE fl'ROPER.TY MAr~AGEM8,J1" (:OMPANi AN)· REMOVED !ROTOR HEA.f)5, AND REPLACED/R.EMOVED \f'.L.VES. NEH VALVE LOCATION RV "° REl10VE AND REPLACE EX!ST!NG VALVE PV RH'"' PROTf;CT IN PLACE EXi5T!N6 VALVE RB-'.OVE ROTOR HEAD PH• ;;,ROTECT 1N PLACE ROTOR. HEAD "" REMOVE L,\TF.RAL PIPE: RL PROT[G l IN FLAGE LATE--RAL PIPE AND/OR GONNf£GT EXISTING LATERAL INTO 11::>·-i 5LOPij: IRRiGATlON $'::STEM EXiSTi~'G '1AINLINE ! RC.Y'S PER CONTROLLER 'L', TO BE PR011;':CfED IN PL,t..C.E. CONTRACTOR SH,AJ...!.. (..00RD1NATE Hlir~ f'"'.ASTER A55(X.IATION MAINTENANCE GOMPANT PRIOR IC AND CUR 1'16 THE SLOPE IRRIGATION Ri::IROFIT CCNTRJ\CTOR SHAU.. !N5JJRE THERE i$ NO INTE:R.UPT!ON IN TYE hlATER SUPPLY t iRRIG.J\0f"lON OPERATION CF THE OTHER Tr!E fRRi6,\TION LATERAL.. SYSTEM$ OFF OF THE MhlN. L 7 50 513 ==--_,._ ~L;.;;__:c8~;;..:30c_ ! 1/2" SB '<-~ \': NORTH I SCAlE: 1"==20' TQ)I~,--\ li 31872 Camino Ceplstra:io San Juan Capistrano, cA 92675 949 6!';Vi~7127 FAX1949 248-2599 1214 East Green Str~et • Pasaden:a;, CA 911 pa 626 795-2008 FAX 626 795-2547 IRVIN~ COMMUNITY DEVELOPMpNT COMPANY 550 Newport ccnt,:,r D(iV(;< Newport Beaeh, C.cllfom!a B:.:'.660 (714/ 7:Z0-2000 COt-JSULTANT: /!\ AF!ROYO PARK L:...l MESA PARK D.G. ¢ @ 8-8 00 G(JN!'-lECT!ON ~ AAR,OVO/ME.SA TRAIL ---- 6 WAT!=R1-1N5 Rev. ·--.--··-----· 6 !'1RIGATlON REVISIONS ----D ME$A TRA!i.. UGKTS Job Ne.: IRRIGATION PLAN 8/21!00 $!?.11(.H,l 12/6/00 z 0 -I- C.) ::, 0::: 1-U) z 0 (.) w a.. <( (.) Cl) C z :5 ~I jJ Ii :;:, l fc._ __ . .J / i 1- 1 I I I I I I ' I I I I i ', . \ I I I I I I I I I I' ' :· _:· ... \-. I I 0 2: 0 (Jj -00 \ ' I ' I ' '',.. i ~\. 'LJ, -""'~- ,;, ij / ,;, //_.l,,Vij * * ·* ·Ii\ ts • * + * ,:,, '/ '1/ I,, ~~ 1(t * *"* ~ * * PIN ELD_ •' . ' . • • . "!. * * * ... , -* _ .. --~ . , ,, ~-4_5_3 ___ -+_R_H_,h_lN_D_.,_½--~---- GAL. t?:t,;':i'.;a•)'cy' , •• '' I I I i I i ! \ C t\,, \\ ~~-• . /2, Q· .;:e,,· 290 BACGLU 1/ .. _. , 0 • .• _ _:_,..--~s•::_,:c. __ --'. · ~'---;-I ::0-;:A;--L---. ',--tl-3-:-6-::":--0-:-.-C-. --·---- "" "/ , 1/ /; // 1'· /t.1-··· / 'l ij ~·:e~'{';,.d.'~_:.:_ ____ '----:c--,,,c:':--,:_ ____ 7~-:,:c-c.,;_,c,;,~:-c-;--,:;-;:;~ _; * • * 'if* ! * • "' -,r.,, ••• 111 • * ,<.'//,I,;, I,, I/" /. '1 1,, r.-,,,. /,. • ':.! GA_L, 56" o.c. «"-~ ·/,-·,;,.;-'I'.. ' ,-;,3///_i:;,:," I!~ ,;, 1-.#,.~,, o,,, ' ,i, ,Y /4, ill' * ~ c,,, I', "' * *-",s,.* .. l:;Dl)C<l Cl- .. * ♦ ..-, * ~ Cl ·c, ': * * * ♦ .,, • • * -· !07 I ! CAL HAE 36" o.c. ( _,,, ,. ; _,,;·, ' ' ~-,...:.....~-~-~7...:.:.::_......::...,.._~9~5~~·:......_lls~A~M:'...:M~E=x~------ • / • I GAL. 148" O.C. l GAL. MYO PAV --·-~-----+----------- ! 6AL. 36" o.c. COMMON NAME SIZE :SPACING i ,-- FERN PINE 0 0 I POf> N!$ POR.1.il;:, NiGRA ~TAUCfi LOl'16A"W"l' ?OfU..AR -+----·---------·-...,,-----·---+----•-·------1----1----·---· I : QlE AGR I ~ AC~JFOUA i COASI U\/'f; OAK f"S< F'LM P t G, 5iE:ET L.25 SHRUBS COMMON NAME S!ZE [SPACING DETAILS PROSTRAiE l-£.N:.A='~•'----.r-·1 G-"L \ .J!!' 01=::_ A.B t C. SHEET 1..2.S BAC GW BAWv.R!S ~HOSA___ MJ..=AT , I 6AL l %~ 0£. AB£ C. ~ L25 Cl,l.. HAE _ CALLli'INL"R,._ H!-£3-1.!.TOGEPHAL"'. Pi!«. P'QHDE--I'.'!~fU"F--_-_-_-4-~l~~~w 36' 01:.: • \A,ittc, 9HEET~L25_] CAA MAC: CA!.!.15-."'>I", l"W..ROCARPA 'aOXW:X,O. eE.~ H.A.TN. PUt1 I GAL ~ _7,4• O.G. ~ t C. SHEET L2~- BREV. BOTANICAL NAME N:.J\ RW AC-H:..l/\ ~ COP KlR fpPROO."iA k.l~KU 'Vl$TA \iERVF.!' __ 1"'ROOTRATE ~--I SA!,-*" o~-. AB t C, SHEET L.2.5 DIE VE6 0!~~38'=•''----------l~'~""~· ~™~'Gtl=Y~L~!~LT,______ J.. GAL ':'¥,~ O.C, AJ3 t C. 5HEa L.25 f:i.f.; f'Lt4 ~ FU\'6el5=-------+•5~1L~V~f'Rffi==.RT ------+-~1-,Gc,AL~ . .j...""=".,O~L,,. A£; t C. SHB=T L25 HET A.1:ffi=-t~"~~ !ROOTl'==.R>=Uc,A ______ ,_~~TOY=ON~--·----.,,_~I °"5AJ.=.4 . iUJg O.C, , An t G. 51-ta"T !..25 MT'O P.:.C HYOPORLM 'PAaRo.M ------+~M~,Y ~Cf'ORI.N==------i! _,i G,¾!. ; 9tt 04.:,._ AJ3 e G. SHEET L.:2.5 1 MYO PAA M10PCR1.M ?ARv'IFCl!Ju-1 ___ ---+~""~""'1RI.M~. ==------!-•-'-' ;,Gc,Ae.L __ ___1e~ o.c.. ~ t c, SHEET 1..2.s P!TT Tafl PlTTO"'~ TOOIRA 'VARJ'E&_,"<~T~A,' __ -,_~T°"'='Rll=--------1 l 5AL ~• O.t;__ Af', lt C:, ~!. L25 R."iA. lf"V RHAP!OL.f:PIS tNO'.CA 'Cl.Aft;A' _____ 1--.....RHAPIOLE"i~ I SAL 96" O.C., A!J 4: C-, SHEET 1..25 Rti:'7IB-mt.a lNTEGRJFCUA ___ -~ ! GAL 48~ O.C. 1 AJ3 t c, SHB:::.! L,1._lL SAM !>EX SA.1'1Bl.lCU5 MEX!CA"!A ________ -~(-6,~~..rnBERR.Y : I GAL _). %~. Q.G, !.!';-B____! C.., ~..12,f?_ STR RE6 ~~J~591NAE _ BIRP OF FAR,N)l5E_____ 2.§:.__~-L~"-Q.~ l N3 tJ C. ~T l.2~_ r.-0 TRA JN3 ~~ JASMINOlPf":5 s-rAR JASMllE . 1 0 .... ,t-T-~o.~.~-t c. s1£ET L.25 i..:J 1/ll;'i SJ$ VJ~ ~="----·-via~ 5 0111.. i 96~ o.c. i AB i C. SHEET !..2..5 i-~~c=.~~rs_,_-__ Hm HEMCROCAI.Ll$ H'l'BRiD ~~ l?.AYULL'f {RED) ! I GAL. I 1e· Ot:,, I f,Jl ll: C., 5HEEi' 1.25 I ON 5P'..JRIB FIBJJ5 (50C(a; rJEW 4 6~ RaDl TI..l;/<'.F SHJ\U. l3E eHflU. BE ~ l,,r.TH I: ' I 1£'->RQNCJ-rt:C BAU.Ra..D M!)i. 2A, ALL OrHER 11..RF AREAS IN 11-E PARK. NILL ES': HYOR05EE:OED WiTH _ AGR~-TEG 6AU.RELD Ml½ IA. ~-1EC H!.C,0-54¼-4109 -·----·----1----~------·-------------~ 'Z' 1.A"l'f:R OF G'•..Jf' KtTROL.12.EO SARK MJ...Qt TO GE N.nCED ~ At.L en;ao >.RE'J\S. RE.FER TO SPEC!FlO,,T!Ctl.S. fJUM"L.IED 61": A5UINAel. Ft::RTIUZ!'R CO. -----~--------------------·---------· ·n-JiN 5'-d' OF A._'Y H.~ eHAU. Rea:IV!= ROOT BARRIERS Slff'UED 5-C DEE" ROOT CORP. !N 11.m" AREAS TO HAVE ARBOR SUAROO BY DEEP ROOT CORP. {t:-50> ~4-M64 iN 11..RF AAEM TO HA.VE :t Rf-.Dil.B AGUlNAf'itt\ r:ERTlUz.ER CO, (f-4" NlTROUZED eAAJr:.. MJ!..CH AAClt.P ~. I l __ N_o_R_r_H_...,l _____ s_c_A_.~_E_: _1 ·_·=_2_0· __ ....... l_../ d...',, I LJ L 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 9-49 248~2599 1214 East Green Street Pasadena,CA 91106 626 795-2008 FAX 626 795-2547 PREPARED FOR; !RVINE COMMUM,Y DEVELOPMENT COMPANY 550 N,;,wport CsmtM Drive Newport Seach. Cotlfcmla 9266-C (714) 720-2000 CONSULTANT: Rov!siorm fil BLOG. PERMIT &ARROYO/MESA TRAIL !3SiJJ-Jf;S ffi WATERLINE REV. I- \ \ Dravm: <( z o_ OI >-0 z <( <( LU (.) co <( I-I-0::: -o z a. ?6 $ UJ z PLANTlr\lG PLAN SlAFF Date 7!2.0/00 8/21/00 8.121)00 z 0 -l-o :J 0::: 1-U) z 0 (.) w a.. <( 0 (/) 0 z :5 ;, f " i I ' 1: ' ' ,1 .,_ .. l ~. " -·-------J z C ?: m [Tl .JJ l: !------·-l 'ii -v~ I ::s r-□ ! 11 .\....., TI \ ~~ ~.0~( I'.:,!, ,..1-\z i 1\'i ?,G')i i ,, -1 , z i C:i i ~ L ... ··--·l ..... T"'''""·-.. ' \I '! , , • 1: _;_:,.J, __ ~c.:c': ~-··--Jt---_ .. •-.. -· . ···---·-···---·--·--··-"·-·-···'"-"'"i I , I I I I 1:6 I sAM MEX I &AL. 413" o.c. 413 ELE PUN I GAL. 36" o.c. / 150 I BAC 6LU < I 6AL. I 36" o.c. l--."-./✓---------.....,--~ 494 I GAL. 552 I MYO PAV I s: I P!N ELD 24 -24" BOX1 PE·R PL.AN B-36"BOX1 n RHU INT } \ DIE VEG I GAL. 36" o.c. oti 8f'CRr5 REL.PS ~ FlEi.D t. ~ Afil)) Tl.RF SHAU. BE 5HNJ.. BE ttmROSEEDHl i,,,lll'H A.GRONO-TEC. B/ll.LFIELD HlX 2A. NJ_ OTHER TUZf' AA£l,S IN 1lE PARK WJLJ_ BE H'r'DROQ3:DED WJTH AGP.~-TEC BAU.ABJJ MIX IA, AGRGNO-TEC i-800-545-4109 2' LAYER OF d'-,t! NlTRO!.JZEP BARK H.t..CH TO BE Fl..JV..EP U-.JPER ALL 51--iR!..6 AREAS, R£fER TO SPOOFJC.-..Tl~. ~-----SLIF'f'I.JEP 8Y; AGUIH.\GA f-"ERTlLlZER CO~·~-------------------------------l •, • • • • •, • • •, f>l.l. TREES Wl7Hi1': fJ--0" Of' AW' HARDSC.APE SHAU. RE-CBVE F<DOT BARRJER3 S!Jff'IJID BY DEEF' ROOT Cu"'"RP. ,..il TREES I~ Tl.RF ~ TO Hl'i'IE ARBOR ,st.J,\,>:IDE: BY P!;T:P ROOT CCR?, {650) 34-HJ!M AU. TRF-E5 IN T'.,r<F AREAS TO Hi'\VE -.t RAP!US A6Ulf'IA&A fffiTIUZER CO. d'-4" N!TRCUZW 1 fOfd=ST P..,;'.XlR BARK l"U.0-1 AAOtM> W1.,NK '-. \ \ \ ' \ \ I ··-, '' ' I .• I _2_4_3 ___ +11 c_A_R_M_A_c ___________ _/36 I GAL. 24" O.C. 50 5 GAL. I ''!EM I r. 1 . ! HYB 36" o.c. i A.G./\ RED I PER PLAN ! ; ' '• l [J a [] a i] t; a [) {J fl • ', ' ..... 1 ' !_, "', , ' ' i --. " -- I GAL. 3611 o.c. ~I ,--'-.../ . ___ __.., 229 1 sm REG 47 I TURF ------------r----------- PER PLAN 44 9 - 3 BOX BOX BOX! ' POP NiS PER Pl.AN PLA RAC CT4UL Tl-TRUNK) PER PLAN TURF BL.OCK PER PLAN 16" CONCRETE I PER PL'N ' j NORTH 0 10 __ ':t'=====~4(). r==1 I I ~t:_1 31872 Camino Capistrano San Juan Captstrano, CA 92675 949 661~7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 j 626 795-2008 FAX 626 795-2547 ~--,------------ fRV'NE COMMUNITY DEVELOPMENT COMPP..NY 550 Nowport Center Drive Newport Be~ct">, Ca!1!orril.s 926ti0 (7'14) 72.0-2000 r;:---- CONSUL TANT: Re-.rJs,ons L~ BlDG. PERMIT ,(~ARRC'YO/l'JiESA TRA1L & WATERUME REV. ----- I Oy 7/20/00 6/21/00 3/21/00 I I l L,_ __ I l l-o <( ct: I- Job No: PLANTING PLAN z 0 -l-o :::i 0:::: I-(/) z 0 0 w CL <( 0 (j"J 0 z ~ I J ·l11 i,1~ I \l1 I. 1 1 ' 97-523 Checked. T J!MH I I \ ) / ·-· l ,... I w I) ~I "'I z· GJ ! I z1 C \ C§) ' • : i I I ," . ' • ', ,.,.1 ·•, .. ., :-, "1 ' 15 I GAL, j ACA RED I 6' o.c. 15 I COP KIR GAL. +-:;--;--·--··-----, I 6' 0.C. I 23 _j_E_L_E_P_U_N ______ ~ GAL. I 6' o.c. 32 I SAL. ' ' ' . ." I 1-• , '-,: ;_ ;_· _:' . ; ... __ --- ' . i. ·/.,\ i "' a ,-036" lJ /] a GOP KIR 6' o.c, .. -u 036'~. [l 24" r: D D ' coo J O 0,0 , .,_ 002~- I I I i I ! I I I ~---- I I \\I I ,· ,\ : ! ! J ••. ' ·, ~,-, -z-;,1.' _,...T'l Jr ' ' C r "; \------~:-· ·• lf?")>;,~gt>,1 ·<> .·•,/_,'.\··,", _;_.·o·o·o"'o [! iJ fj [} [], iJ. fl [] lJ . fJ [J [} octo·ooo·o 00 oo, 000000 00 .. ~-o· i ! I I r i I i I I I I I I ! i I ' I . I I I j. 5 5 GAL. 5 5 Gf,L. g 5 GAL. 81 I PER PLAN I PRE CAL ! PER PLAN I ! SAM MEX I PER PLAN RHI'. IN.O 36" o.c.. TURF PER PL/\N --"--------------. - / 3il 000~0000 0 ' 0 0/0 0::, O ,-,o O ( ' I COP KIR / / / / I ' I I I ------✓---~"-/-~/-,------- ,P .. _L_A_N_T_L~E_G_E~ND_· -------~-----.--------,---,.~ __ ,,......._-_--.._,"-!.REES _ \ SYMBOL ABREV I so-ANI< AL NAME I COMMON NAME I Sl~E p~-AiLS ) j- 0 0 1. - SHRUBS CD i ! ' 4" - Pl.A RAC GLt AGR . I ! I ' --·-·--- f I PL.AT Afffi P-AGEMOS.A. -· @JERGLIS A6RIFOLiA I I I I I \ I • i I I ' I I . I I · I ( • I '-- I I l I I ;:.. 5PACiNG .E. , ___ :'__j ' i-----------1---· j I CALiFORNIA SYG.-\MORE 36"' "BOX/W OOX PER PU\N' D ! G, SHB.:f L:25 ' ~-·=1 I . CO.A.ST UVE OAK ~l BOX PS<. PLAN ! D ¢ G, SHEET L25 ! I , .... , ..... , A!3 4 c, Sh'EET L2.5 I ;----------------------· ------~ i NOTE: 1 1 • REMOVE EXISTING PL/',NTl~lGS iN THIS AREA AS REQUlRrD TO CONSTRUCT ~~ORK. REPAIR AND REPL1\GE NITH LIKE PL/\NTING AS REQUIRED AT I COMPLETION OF WA.LK CONSTRUCTION. ALL I EXISTING PLANTINGS DAMAGED DURiNG I I I '1 CONSTRUCTION SHALL BE THE RESPONSIBII_ITY I OF THE CONTRACTOR TO REPL1\CE AT HIS COST. ' • } ...., ,1'1 ·-,L'-t 507 I GAL. 24"~ NORTH ELE PUN AC.A RED 36" o.c. 0 1J 20 40 F-r.:=:...J...JI ===--===17 SCALE: 1 "=20' \ < " < / \ 3i8l2 Gamlno Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAA 626 795-2547 ;\ ((?, I c~~ I\. Y.J'v) ) u,LtNF COMMUNITY DEVELOPMENT coM;:,AMY 5-50 Newport Center Drive • Newport Beech, Caiifornia 92060 (71 .. ,) 720-2000 CONSUL TANT: ', \ I 1\ Aevisiorn; By Dme _,, ·"---·-··•"'·····-· ··-···---.... L~ BLDG. PE;RMJT 7/20/00 -------------- I ,/2\ARROYO/MESA TRA!L 8!21/C•C I ---·------ • I' i d\ WAH:RUNE REV. 8/2'!/00 /, u -·---·----·-- .6. ____ , ___ ----- ! r--·-- I ,;:t l-o _j Joo No.: Drawn: PLANTING PLAN STAFF z 0 -I-t) :J a: I- en 2: 0 t) w a.. <( t) (/') 0 z <( ,..J I 'I ' I . .. _ ... / [lJ m JJ m f P JJ ..J I (1) \J ., __ J I I I I I I ) I I I \ > ( \ TREES SYMBOL ABREV.! BOTANICAL NAME COMMON NAME 1 SIZE i DETAILS j5PACING -----() PL.A Rt-\C Pt.A 1A"US RAC8'105/., C.Al.!FORNIA S'!'GAHORE s&• BOX/60" BOX PER PL4..N D t-G, SHEET L25 I ____ , ····-·-------___ .,_ --··· ---.. -------· - 0 ]GUE A0R QJEROJS AGRJFOL!A COAST UVE OA.K ~"OOX PER PLAN D 4 G, 51-fEET L25 ' I SHRUBS SYMBOL '-.BREV.! BOTANICAL NAME ii COMMON NAME ___ SIZE_,._sP_A_C_IN_'G_ DETAILS @ "0-, ~ B..E f'U',,i ELEAGMJS PUiGE:NS $1LVG'.Bl:RRT I GAL 36~ O.G, A.8 ¢ C., $MEET l.2.5 --------------+----------+-~=-----.-~-~---•1 HETEROM"""tl.ffi ARBt!f!FOL.lA i TOYON ___ _ I 6.AL 48~ O.G. ,AJ3 t C. SHE.El" L25 @ MYOPORUM 'PAG!FlGUM' I l-1'r'OPORIJ'-1 --·· I GAL %" o.c.. ~~'1EET. L?,:__-?.,_I l-'-'RHU-"--l"NT--l_Rc,cHUS-''"'--l"c.TE.=E"'d<"-·-'-1'--FOLJ=A---------jJ:.~DffiERR.Y l GAL r---48"?E-: .. _!::,~ t G, Si!EET L25 SAM MEX SAMBUC.US MEXICAN.A MEXICAN c..DERBB?.RY i GAL :36~ O.G. ! hJ3 t C, SHEET L2.5 0 0 0 STR R...-l=G 1 STRfiJTZIA REGIN.AE B!RD OF PARADfSE S GAL i 36" O.G. i N3 ,t. C, SHEET L'.2.5 G) ~ ftUf !~£HAR1s GLUTlNOS~-~A~-·------+-~MllE'=~A~T------+-~s=GAL=+-' ~PER=·~PLAN=c+· l~A=a~•~c.=s~HEET=~L2=s-, © FRE G/',L +_tflli'10NTODENDRON GALIFORNlcJ..lt'1 i CALIFORNIA· FLANNEL BUSH I 5 GAL j PER. PLAN! A.6 4 C, SHEET L2.5 @ r"7\ _tgr~~--Hf:71:ROMEip--a~AR,~BJ~TI~F~O"~' '~'-----+I ~"-or~ON~-------i---"--G-N..-• -,'~P-ER~"'-LA~'~' j-'I ""'~~· ~G~, S~H~E£~--~· ~L2~s~, 0,_} RHU INT i RHU5 tN.TEGR!FOUA --~-j LEMON,\DB3ERRY 5 GAL PER f'LAN i AB t C, SHEET L2.5 ® S,\H MEX j 3~ MEX/GA.~~----HEXICAN Utr-=RBER.RY 1 5 GAL PER PLAN AJ3 t G, SHEET l25 --- [.~~=§] ACA RED ! AGAOA Rf.:[)0U3.J.$ PROSiRATE ACACIA l I GAL i 6' o.c. A,B t G, SHEET l..25 •• ' ••• ---i---··-··------·------------+---------+---+----+-------1 ~~~~§J i CDP KIR coPRosMA KIRK!! 'V!ST A VERDE' PROSTRA Tl:: COPROSMA 6' o.c.. Af3 ii: C-, SHEET L25 ~~·~------t--·-----------· • ~ l 11...E AS-! J::LEAGNUS PLNGENS SIL VERBt:RRY I G.A.L 6' O.C, A,B t C, SHEET L25 --_, ,.,-·,--··----· ···---- i_~ 11 i I i I ! I !1 1 H"fO PAC-MYOPORUM 'PACIF!CUM' HYOPORLH I GAL 6' 0,C. N3 t C, SHEET L.2.5 ~--~~--SPOR-T~-~-,are--_-(SOGCER--.-F-1,EL--D-,---~-,u,-, -f-lE_LD_)_n.«F __ S_HALL--,,-E-·5!-'H~AL-L-BE-HYDR~-05EED.--;;;:-,r-H _______ _ r, ,:"°-_.:.-:_:/J~ 1,, ~ TLJRr D AGRONO-TEC BAU.f!ao MlX 2A /\LL OTHER TI.RF A,~-\5 iN THE PARK WILL BE H"TUROOEEDED t.,.HH -AGRONO-TEC SALL.F!B..D M!X !A, AGRONO~ TEC. t-800-543-4)09 -·-·---~---------------! 2~ LA,.11:.:R OF 0'"'-4~ NlTROUZED BARK M.LCH TO BE Pl.AC.ED UNDER ALL SHRUB AR.EN:!;. R.ER:R TO 5Pl=C1f'l(,,AT!ONS. SUPPL!EO 51': AGUINA&A FERTILIZER GO. f-----.----------.. ---·--------,---,··-------------------·----·-----------·--------! ALL ,..,~ wrn-HN 5'-Ci' or ANY HARDS<"....APE SHALL RL-C,EIVE RC{)T BARRIERS SUPPLIED BY DEEP ROOT WRP. I ALL TREES IN TURF Ar_::"I.E_AS TO HAVE ;t RADIUS A6UiNAGA FERTJLiZER W. Cl'M•4~ NITROLJZED P.JRE.S.T FLOOR BARK 1'1..LCH AR.OU-JD TRlt{K. ."-'J..L TREES IN TI.IRF A'f<El',S TO HAYE ARBOR GUAP..D5 BY DC!:P_ROOT CORP. {650) 344-1464 J ~------------------------------------- / / • _,, / t ,• • '_. / ,: . c,·, i , ' ··-- • ,I _; ! ' • ,1; I ! I ELE PUN ! ·----,------ ! GAL. I 6 1 O.G. 55 113 I G.AL. 166 I GAL. I I I MTO PAC ' I COP KIR I 6' o.c. I I IMYO PAC I 36" 0.C. I _"_· 7 ___ _t,AM MEX I GAL. I 413" O.G. I 12 [ HET ARB ____ _j_ __ I GAL. 72 I GAL. 87 I GAL. 71 I GAL I 45" o.c. I l sTR RE& I PER PLAN. I ELE PUN I PER pl_AN I .. / l' i ',.-·· .-I .• ' / ' 81 v i i 36" BOX .-' ' PLA RAC PER PLAN ', ' ' ' ' ' ' . .... 1 : ' . MESA PARK I I I COP KIR ------~-·----------- Gl\L. i 61 O,C. I 24 -------1---------- i GAL. 61 O.C. i I GAL. 28 30 5 GAL. 46 5 GAL. COP KIR 6' 0.C. RHU !N'T I • FRE CA_~·----· PER PLAN I I I HET ARB PER PLA.N I ~ AM_:"1EX . 1 PER PLAN I } < /,, / !G ! // I ,,-· EXISTING COPROSMA PLANTING .· \ __ , _____ _ • ) '-.,' ,,,_ ' -" / ' / • ,"-c;_ • ... // I -~-, • . - / // ... '\ .· ( / • ~✓/ I \(.;~ ) \"\__/ / NORTH D 10 W ~ . Ft--~ SCALE: 1 "=20' /i--------------, 31872 Camino Capistrano San Juan Capistrano. CA 82675 949 661-7127 FAX 949 248-2599 1214 East Green Street Ps.sadena, CA 91106 626 795-2008 FAX 628 795-2547 !RVINE COMMUNITY DEV!::LOPMENT COMPANY 550 Newpo11: Conter Driw, Newport Beach, Cal!fomia 92660 (714) 7.20-2000 I CONSUL TANT: I Rr0;is,!o:'l!l , __ _ I & 6LD~:.:E1::::~-7/'J.O/OC A & ARROYO/MESA TRAIL 6/21/00 /).-.:,. WATERUNE REV. $!2111:10 L:. -------------- I 7 z PLANTING PLAN STAFF -;:;' «:... 0 -l-o ::, 0::: 1- (.fj z 0 0 LI.I 0... t3 en 0 z ~ __, I I 0 ::1 i -~ • ''~- • IJi I (j) 1 I I 1-- I I SECTIOf'J t CONCRETE: CURB OR HJ..RDS(';APL 2. FiN!SHED GRADE. 3. SIDEWALK OR WN: .. l. 1. DCLP ROOT PRODUCT INC. ROOT 8A-RRil::R. 5. 3/s" GRAVEL. 6. DR!PLINE Of TREE <DEFINED OY THE MiMMUM SPAClt'\G D!S:'/\NCE IN THE C!TY OF NEWPOR7 TREE F-LNJT,NG GU!DEUNES. NOTES: A POS!TiOt-.J 8ARf{iER AS CLOSE TO CJR6 OR SiOEWALK .i;S POSSIBLE. RAISED ROOT PROTECTORS SHALL BE FACING TOWARDS THE ";REE. 8. TOP OF 8/IRKIER SH/\1 .. L BF: 1" ABOVE f!NISHED GR . .b..CE. C. LENGTH OF ROOT BARR!ER SHl'U BE E:QUAL TO THE AS Dff!hlED BY THE MINl"vlUW,1 SPACl!,JG DISTANCE IN THE C!TY er IF~VINE TREE PLANTING GU!DEU:-.;:;:, D. ROOT BARRIER SHALL BE 24'' TO CURB AND 12" " TO .t.DJACT TO WALK/WALL. (2~Linear Root Barrier \::...,1 N.T.S. Ir COMl"IUNtT( v-:ALL. ! -~· -$T_AJNLE5S STEC_ 3/B" ___ EYE .SCREk. ..,_ v::t LEAD SHIELD t:MBEDDED iN DRILLED HOLE IN HALL. ..;. EYE ~>CREJi LOCATIO~S T'7'PlC.l\L C; PLAGE'.5. 5. FiNISH GRADE 6. VINE PER PLN~TIN6 PLAN. NOTES: STRING NO. g GAUGE WIRE BETWEE~i EYE SGREW.$ HORIZONTALLY ONLY. ATTACH WIRE l--l.!TH A MIN. OF 4 ( ~'\. Vine Attachment Detail !-l_'--:J_F_,_r __ sca_1_~:,_,''.~-~·-•_1·._o--________ ---···-·---- 1 I I .. /4 3. 4. 5. 5. 7. TWO -?'' DIAtJEER GAL VA:'llZED STEEL POLES. ST /'XES SHN .. l BE PLACED AT RIGHT /~NGLE WIIH THE DIRECTiON OF THE PRE'.'✓AIL!NG WJND. 8' l.ONG FOR 5 GALLON,. iO' LONG FOR 15 GALLON, 12' LONG FOR 24" BOX. "CYNCH TiE" -i..OOP AROUt\1) TREE AND STAKE I! ANO SCREW, F::AR~H w:rE,RIMG BASIN'. NOi lft.R.,C:R , HAS ROOTBALL RAl{E OUT AS DIRECTD'J.. ( DEPRESSED HASlN WlTH r ! L1'.IER MULCH -RE?ER T0 ! PLAMTING SPECFICATIONS, ! CROWN o;z ROOIBALL 2" ,I ,tBOVE FIN!SH GRADE. 8ACKFLL MIX PER PLANTING SPEC!FiC,ATIONS, EXIS T!NG GRADE. NOT£, PLANT PIT SHOWM IS FOR 1.5 GALLON SIZ[. FOR LARGER MATERIM.., PLANT P!T SrlALL BE 18" LARGEH THAJ\I BOX SIZE ON ALL SiZES AND NO CEEPER RODTBALL DIAMETER THAN BOX Df:.PT--1. ~ . ~ Tree Pianting on Slope I I'"-_\_&_ l::iG_ )_ -_ -_ -s-<c=aiC=i=W=" =cs=-1-•-=o--===============================----J Piant Spacing SPACING -SEE PLANT LEGEND L l/2 SF,'\C.it✓& "'" SEE PLANT LEGEt~D. :L EDGE OF CURB ED.SE or.::; PAVi~~G FACE OF WALL r DEPR~~3F:;""e,;.SIN ~✓ITH MULCH R..EPER '0 PLANTING SPECIFIC.,~,TIONS. CROJ,..JN OF SHRUB TC b!= -PLANTED ! /2" ~BOV!:: i FINISH GRADE. I 3. ROOIBALL, 4 PREPARl:.D BAC.KFJLL MIX I PE!~ SPEGi Fl CA Tl ONS, W,A, TER SETTLE. 5, :"f-,MPERED PREP /\RED BAO(.FiLL MIX PER PLANTJMG SPEC!FICAT!ONS. 6. PLANT T ABLET5. 5PECIF1CATiCN5. R.EFER TO 3i872 Camino Capistranti San Juan Capistrano, CA 92675 949 661-7127 FAX 949 246-2599 "l214 East Green Street Pasadena, CA 91106 625 795-2008 FAX 626 795-2541 • !RV!NE COMMUNJTY DEVE'LOPMENT COMP.A.NY 550 Newport Centet Drive Newport Beech, Ceilforn1~, $2$€,0 (_714} 720-2000 I f CONSUL TANT: _,, l f\ARROYO!MESA TRA1L 8/21/0(, .-~--- /\ WI\TEPUNE RFV. Si21/00 -j -V ='-z C Seate; 112·•"' 1'-0" Shrub Planting on Slope - I. DEPRESSED BA51 N W/ I" OF MUCH, SEE =,PEC.S, 2. CROWN OF SHRUB TO BE PL .. ANT!::D 1" ABOVE F .6. 5. . ROOTBAL.L. 4 . r:'REPARED Bt\GKFiLL M!X PER SPECIFICATlON5. iA!ATER 5ETTL!:::, ,. ?, Pl.._Ai-.lT TA.BLETS. s:=E: SPf::CIFICATIONS. 6. EXiSTINS 0R"\DE 7. UNDISTRUBED SOIL 5CARiPY 5iDES AND BOTIOlYI OF PiT _ i. T0,!0 --2" DIAMETER X 6' LD;'JS TR[-:'A TEL> LOD6EPOL.E ST AKES FOR 5 G/\LL01';. iO' l-01'-.lS LODGEPOLE ST AKES FOR 15 GALLON AND LARGER. PU\CE STt\KE5 /\T RIGHT ANGLE TO PREV1\!LiN0 V-ilND OR AS DIRECTED Bl ARCHiTECT. 2. "CINCH T:E" -LCOP AROUND TREE !\ND S 7 AKE AND SCREv-i. 3. EARTH i--lt\TER!NG BAS!N. ND LARGER THAN ROOTBALL. RA!<E OUT AS DIRECTED. 4. B.A.CKFfLL i'1!X PER PLANTING s;=,EG!FICA."r!ONS. 5. · PLANT1l'-IS TABLETS PER PL/\NTiN6 SPECir;JCAT10N5. NOTE: FLA_NT PIT SHOV'lN :s FOR !5 EiALLON SIZE-POR LARGER MATf:R.IA!_, PL.A.NI FiT SHALL BE !8" LAR6ER THAN BOX :3i ZE OM ALL SIDES AND NO Ptt=PER THAN BOX DEPTH,. Double Staked Tree Planting , D, l--S-ca_l_e,--J-12_"_=_1_' .. Q_" _________________________ _ m r ~ r--~ <( (.) ,,... a,, C"1 z -LO 0 :r.: ...-0 >-(.) ' z <( r- >= () <( IJ.I <( u CD 0 n:: <( I-I-~ I-Ck'.: -0 "" ~ z 0 CL I-<( :S m 0 IJ.I ..J lU z ::c i~ PLAf\JTING DETAILS Drown: STAFF Checked: ·y JIMH I 0 -I-(.) ::J n:: I-(j) z 0 u IJ.I CL <( () (j) Cl z ::i "' " ro Q. ;,.~ ·co 0 "-· 0 E§. '" EE) 0 ' o~, "' "0 0 (!, ;ii .hl .!: ~ ru ta a ------------ --' Cl 0 " a: 0 z~ u, 55 C " a.u ii: ~ :,; ,, ;;) ~ ~ {I C ;:,. !.; ~; ,~ r r,, . ' JJ }[ ____ ~ \ ' I / -r-) \/ I ,·n V ---' ' ,..J l CF ' l I '1 ,; ,, I , t, CJ -sJ Sli I r· CJ ,~, (iJ :v JJ "I' t :t~ .n C ,, ? ;:i J>-4 -~ -~ ,,,_ -z C \,' u G) I z ' I\ ti' ,::: I ' V V ~I L. s::, ! 2 OJ I C " m C :a I ~ "' P. ( 1 r L. __________ J n-: ' I I I I I I I .. 1 I UTtLITY CONSULTANT'S NOTICE TD C □ NTRA:r□R THE EXIS1TNCE AND LDCAT!ot~ or ANY UNDERGROUND UTILITY P!PES OR SlRUCTURES SHO\./N ON THIS PLAi-J ARE OBTAINED BY A SP.ARCH OF AV'"IILABLE RECORDS, TO THE Bl::ST OF OUR KND\./LEDGE THERE ARC NO EXISHNG !JTJUT!£S EXCEPT AS SHOWN □N THESE PLANS, THE C□NTRACTCR I$ REQUXRCD -;-□ TAKE DU£ PRECt>UTlOf\!ARY MEl:SURES TO PROTECT THE SHCw'N □N THESE PLM.JS, UTIUTHC:S S:H'.Jw'N AND ANY OTHER UNES QR STRUCTURE:S ALL CiJt~lRhCTORS AND SUBCIJNTRACHJRS PERr□RM!NG \/IJRK SHOWN ON OR RELATED 70 THESE PLAN$ SHhLL CDNDUC'T 7HElR OPERATIONS SO THP.T ALL EMPUJYEES ARE PROVIDED A SAFE '='L-ACE TO lw□RK AND THE DUBUC IS PR□TEC1[D ALL C□t✓TRAC'ORS AND SUBCONTRACTORS SHA_L COMPLY W!TH Tt"\E ~ocCUPATI□NAL SAFETY AND HEAL TH REGULATWN' or THE U.$, DEPARH1ENT or LABOR AND \.'!TH THE. Sl ATE OF CALIFORNIA DEPARTMENT oi:-IN!JUS:'RrAL R£LATHJNS.' ~c□f<.STRUCTI□N SAFETY C~DERS/ CONTRACTOR FURTHER AGREtS THA' HE $H'4LL ASSUME: SOLE AND COMPLETE RESP□Nst:srurv FOR THE JOB SITE CCN))!TlON DURlNG THE CDURSE OF CONSTRUCTION OF TnIS PROJECT, !t~CLUDING SAFtW or ALL PERSONS AND PROR/\TEJ THAT fHIS REQUIREMENT SHALL APPLY CONTINUDU$LY AND NOT BE LIMITED T□ NORMAL VllRl<ING HQURS1 AND THAT THE CONTRACTOR SM,~LL DEFEND, INVCMNIFY ts.ND HOLD HAR:'iLESS. FROM ANY UABIUTV, RE.Al DR ALLEGED, IN CONNE::::TION \/1TH fHE PfJ.;•i:-□RMANC[ IJF CF \,/ORK ON THIS PRO.Jl::CT, EXCEP..,.lNG FOR UABiLITY ARISING FROM THE S:CL[ N[GUbENCE □~ THE OWNER OR THE ENGINEER CONSTRUCT!ON CONTRAC'f□ R AGREES fHAT Hi ACCORDANCE \./ITH GENERALLY ACCEPTED CIJNSTRUCT!DN PRt,:'.:TtCE-:~, CONSTRUCTI□:-1 CDNTRACT□ R \1!l lff ASSUM~ S::LE AND COMPLETE RESP!JNS!BILITV FOR .JOB SITE !-THE ClJURSi:: OF CONS:RIJC r1mi □r 'H'.: PROJECT, INCLUDING BE REG:UiRED TO COND!TI□NS DURING S/>FETY □i:-ALL PERSONS AND · l I I I I . I I I I I , I 1 I I I I i I i lJ __ PR□PERTY1 THAT H 1IS REQU!REMENT S.H/,LL BE MADE TD APPLY CD\JTINUDU:".:LY MJD rl□T B'.:: LIMITED TO NORMAL VORKIV:i HOURS, AND C□l~SlRJ(;TlLJN CONTRACTOR FURTH:.::R AGRC::ES TO DEFEND, }ND[MNlFY AND HOUJ DES:GN PROFES'SI!JNAt.. HARMt-.CSS FROM ANY AND ,'\LL c.IAB!LF'/. REAL UR ALLEGE:D, or V::JRK ON THIS PR□~1fCT, ::xCEPHNG LlABIL!Ti OF THE DE.SIGN PROFESSiONAL. Ci!Yl,'llLJ'fY C',,'lc~ITI-- "" IN CONNlC1 ION WITH T~E PERFORMANCE AP[S>NG FROK IHE S:0,_C NEGLIGENCE V: ;mr.;1,-.~·-·- ' r-1 ILi ' I ELECTRIC ROOM I -~--------· ____ , _ _j NOTE: INTERCEPT EXISTING BUiLDING CONOUiT REFER TO ELEC. ENG. DR~WING FOR LOCATiON / / / MORE mr.w ,f FGREKN UllLI !'Y CONDUITS ~b!CH DETAI~ 4 (),q 1.£5$ roorn;N UTILl1Y CONDUITS 3 6 7. 8 0 ·10 20 30 60 ~ _:::::r.;:.,.=E'. ;;;.;. , • ., j SCALE IN FEET COtJTRA.CTOi1 NOTES Call "Underground Sen1ce Alert" 1 (800) 422-41J3 Cl minimum of 48 hoqrs pdor to ony excavat:on Even thcugn e>:istin9 fociltties are mcrked by dry utility repreee.-,totives, Contractor i5 rnzpons1blc for exposing ar:d protecting-in-place those fociliti8s, Controdor is k, refor to Civil and proposed faci!Hies, (both a:ad A.fd1itectural drawings for existing above ground and be:ow groutid). •r:is pkm is for p;Qdino o,,(j perrrn1t1ng purposes only. Actual consbJction documents w!i! be pro~ided r,,., each dry ut111w agency. Conlrnctor sho!i b~ responsible ft;r 1r,sk,llo.tic;n~ cf e9ch dry utl1it':.,' system ir. oc9or<kmce with each dry utd1tv cgencv s specil1cot1ons, pof•c1ee ar.d pmctices of whtCh the ContrcctOr 1s to' be thoroug~1!y fomll1ar When gas 1s ~o be :nstailed with other dry utilities, Coritractor w,1; be responsible for send shad;no ond procer separation from the other utilities, Controctor should note that~thc: oos b·pelire changes direction at snarp anQ!es, not en a rodiu::;~ lwe' the other Cry utilities. Contractor will be re~pons::01e for the exca\lation r.e:::essary for Gas to cccc-mplish its insto!latior, Trenches she!! aiiow room for CTV facilitie5, r,c,rmaly 2·-3" conduits wii;h lc.iterai,,;, Trenching contractor shod not,fy Cox Communications Ccmrnercici C.:lnsh-uction Coordlndlor, Mr Rod Rounds ot (949) 716-2150 o mi'limum of 72 hours p~ior to opening trenches. Thls wHI oilow Co; t() rriobi\ ze for th<" ir,stollotion of their-focHitie8 ! oratiMs: of CW and TLC vouits may or may not be sr,own for clarity. Excel locot•c-n of CN tH'id TJ.C. vouits ore to be estob!ished lhruu,;ih a coc:-dinaled effort by contractor and Utility Consu!tw,t.. Cor:struction oiong on existirig slreel. ::,holl follow WAT.C.H, MontJol 9u!deli,1e~. for traffic control refer to street improvement troff:c control prons. P-e-frerich Med,Pg nofhcotion sr,cll b,:, given (2) weeks or(or to trP:-,ching to ollM, th~ scne:duling of each utility inspector. i I ,----Nt,mb~t c,f $CE CoriOuih (~EE SCE -· Size d SCE Ccnduits -Ouct .!"<mk F,;¢tc::ge--ttruct\m; t◊ _ stn .. 1cture, or ~\n,CloJr<J to cop. \ / 1, ... ' '.-tt Ii . . . •""-'~ ' ' . . . " l---~872 urntno Capistrano San Jua~ Ca;ilstra!iJ, CA '12675 714 661-7127 FAX i14 248-2599 1274 East Green Slreet Pi:isadena,Ot 91106 L __ , ______ . __ '_26--79:S-?.008 FAX 626 795-2541 PREPARED FOR: I t~~ I ~.)✓ I I JR.VINE: COMMUNITY DEVELOPMENT COMPANY I , 650 Newport Canter Drive , I t.JewpQrt Bsoa:ch, Ca.llfom:~1 92660 I (714} 720--:2000 ---_,_J i PLANS P~EPARED BY; Lucr;;.rr UTILITY CONSULT.Mfi'S 218 N. Linco1'1 Aver.we su;te #1 04 CORONA, CA. ~2882 FAX {909) i.79-7900 (SOS) 279-4116 J 7 0 >= 0 oe C: ...:::::1 TI:::' lb ~ Drnwn: RS O.edood: RGI :::c ~ al I-~ 0 ll. s w z (I) 1-z LU 2 :::> 0 0 Cl z 0 -1-u :::J 0:: 1-(f) z 0 u ~ -...J -1- :::J ~ Cl ~ "' ':l:~ -0 n..<...-• ~- l • \ I ~ !"·~----, :s, n l ' C " ' 0 8 ' " ' c,'J • • " -• ,I II I I' 1, I .I I I . , I I •I I I ii i I • I A. THE WATER S\'SID.I IS TO BE INSTALi.Eil BY 11-IE OEV~"LO?ER. Alt \'IA ml SYSIDJ \','ORK SHALL CONf()~M TO '!HE O!S1R1crs "PROCEDURAL GIJIDEIJNES A~O GalERAl OESlG!i REQUIREMENTS" /\llD "COi\lSTRUC11C~ UANUM.", AS LAST RE,lSfll. B. lliE DISlRiCT ENGlNEERiNG OFFICE SHAU. BE CALilll FOR INSPECTION FOUR (4\ r.'ORl9NG DAYS BEFORE START OF WORK AT (949) 453-5300 O,~ (949) 453-5131,. C. A PRE-CONS1RUCTION CONFERENCE OF REPRESOUA11\'£S ffi0~1 /,ffECiEil AW~CIES Mm THE CONTRACTOR SHALL SE HELD 0:-4 THE JOB SliE 48- HOURS PRIOR TO START Of' f,'ORK. 0. THE \'/AIDl SYSTE!.! IS TO BE STA.~EO llY THE OE\l!J.Ol'ER'S ENGii>!Em AT A lf.Nl!.!UU 50-FOOT STA 110MNG IF rnrnE ARE NO EYJS11NG CURBS. E. MJY \'/ATER SERVICE fO'JNO TO BE \'.1'!}lfN A ORJVE\'/AY OR S!Dl'X/AL~ Sl!A!.t BE REI.IOV'iD CO.\PI.ETELY ANO RE-INSTAllE!l AT TIJE PROPER LOCATION AT NO COST TO 1'HE DISTRICT. F. ALL MAIN LINE \/N..VES S11ALL SE ll/\lNTAINEO SO AS ro BE ACCESSlBlE DURING lllACT DE\/8.0?l!ENT, AtlO Al!. VALVE SID.! TOPS HAVilllG OVER 48-INCHES Of COVER l'.11.L REQ\Jl!iE AN DCTENSIO)l AS PER ORA\'JNG \'/-8. G. I~ RESIDi:llilAL smm-s, THE TOP OF 111£ PIPE, 10-INCHES /IND $!.!AUER, SHM.l BE A l!olt::~u,; Of 42-ltlCHES sao\'I '!HE Fl?llSHEIJ SlllEET SURFACE AND 41!-l~CHES BELO\'/ flt!ISl!Ell STREET SURFACE ON All PRlllARY AND SECONDARY SlREETS, H. AU. fl~E HVDRAN1S SHAU. SE SET f.11H THE eornm A.ANGE +·INCHES ABOVE THE CO:lCRETE PAD 0~ S!DE\'/AlJ{ f.lTHOU; lllE USE Of SPOOLS AND S!lAll BE LOCA iED A MINl~Uf.l or 3 FEET fflOli lliE ECR OR BC!l AT ltlTERSECllONS. L All. \1A1ER tlAltlS 6-r.lCHES lHROUGH 12-INCHES SflAll BE CU\SS 150, A\7.1A C·-900 PVC, Utll.ESS OiHE!lt,1SE NOTED. J, MO TAPS OR arnrn CONNECTlO~S SHAU. BE MAllE TO El!!STING DISTRICT f/A !ER UAltlS PRIOR TO CONDUCTING AN Ai'PRO\/EO PRESSURE lf.ST OIi '!HE l!EI'/ \'/ATER DISmlBUT!ON SYSTEM. TAPPING st.fEVES SHAU. BE PRESSURE TESIBJ IN Atl APPRO\IEO !.!!INNER I~ THE Flllll, IN '!HE PRESENCE OF lHE 01sm1CT INSPECTOR, PRIOR TO TAPPING '!HE MAIN LINE. TAPPING OF THE MAIN l.!tJE SHAll NOT PROCEE!l !JNI.ESS A OIS'!lllCT INSPECTOR IS PRESOff. K. f.llERE HETERS ANO l.!ETE!l BOXES ARE lOCA'fEIJ ~.111-IIN SI.OPES, 11-IE AtlGI.E MEltll STO?S SHAU. BE SO lOCA1Ell THAT THE t!ETE!lS /\ND BOliES r.1!1. BE PARIIU£l Mm Fl..l!SH, l<ES!'ECTI\/ElY, \'.1TH THE FlNISHED SUllfACE. L NO METER IS TO Bi' Pl.Aero V,1Trll~ ANY S!DE\1All{ OR DRIVEWAY AREA. M. CURBS SHAU. BE r.JSC!!IEE!l rc1m A "\'/' INOICA 11NG LOCI\ 110NS Of' AU. OOclESTIC 11A TER SERWCES, N. l~OIV.DUAL PRESSURE REG\llATCl:'lS ARE REQUIRED BY THE UtllFORU l'tW.lB:~G CODE IF AVERAGE STATIC PRESSURE L~ THE UAIN IS 80 PSI OR MORE. 0. OORllS Sl1AU. BE mscruBEll \',HH 11E 001:11s FOR Alt \/Aliff. LOCA 110~S. P. THE COIHRACTO~ SHAU. EXPOSE Alt JOIN POlNTS TO THE EXlSTING DO;.!ES11C \'/Al!R Si'SIDJ fOR \/ERIFICA110N OF HORIZO;,JTAL AND \/ffillCAl LOCATION BIT ORE CONSlRUCTION. Q. CURBS SHAU. BE INSC!llBED \\lTH 11ES FOR All. MANHOLE LOCI\ TIO.~S. R, THE CO~TRACTOR \\'ORKING O:l IRV.ll \'IA1'Ul LINES MUST HAVE A "C-J4" UIDiSl:'. QR A Cl.ASS • A' WlERi\L CON'!RACTING LICENSE. (') ALL Off-SJ'IE RECU\llciED \'/ATER SYSlEUS SHALL BE co:,smucTEO IN ACCO~OAt/CE \',1Tli 1HE REQ\!iREl.lENTS OF lllE oo:1ESTIC POTABLE 11A rm SYS1IMS. (2) RECl.!\ll!.Ell \'/AltR PiPE SHAU. BE PUR!'LE PVC C-900 PIPE, EITHER CLASS \(i(l OR 200, IJARKED AS REQUIRED BY DlSll1iCT STAl'!DAROS TO IDE!fllFY IT AS RECLAl!1Efl \'iAlER. DIP MAY OE USEO \',l'lli THE APPROVAL Cl' '!HE DISTRICT SUT IT MUST 8£ MARKEil 1.1111 PURPU: UARl(ING TAPE. (J) ALL 1-INCH AND 2-INCil COPPER SERVICES SJ,IAlL 8t \'.~APPEi) CONTINUOUSLY 1~11H PURPLE MA!ll(IMG T~PE FRO!i END TO ENO. 1. IDE EXISIDJCE N:D LOCATION OF f,~Y UNDERGROUND UTILITIES AND/OR STRUCTURES SHOi.':M O.~ 11iES£ PLANS \'.'1:RE OBTAINED BY A SEARCH Of 11iE AVAll!ll!I.E RECORDS. Al'l'ROVAI.. Of IBESE PLANS BY THE DOES NOT co~snrun: A P.EPRESUHAllON AS 10 THE i\CCURACY OR coi;ru:1ENESS Of '!HE LOCA TIO~ OH THE EXISTENCE OR NO~ElCSTENCE OF m,y Ulll.lTY AflD/O:{ STRUC11JRE \',HHW 1HE UtilTS OI' THIS PROJECT. THE ClTY OF GlW;, CONTRACTOR IS REQUIRE!! TO TAI([ AU. DUE PRECAUTIONARY MEANS TO P~OTI:CT THE UllllTIES OF RECORD OR NilT OF RECORD OR NOT SHO\\~ ON THESE PLANS. 2. RE!.OCA 1lON oa REMOVAL OF ANY ElilSTING UTILITIES SHALL BE PERFORMED BY 1HE RESPEC11\if UTILITY or.\'lERS, AT lllE E)(l'DISE or lllE DEIIE!..Ol'ER 3. 1HE GRAfllNG CONlRACTO!l S!JAI.L SA'llSfY HIMSEl.f AS TO lllE GRADING QUAN1J1Y AS Sf!O~.N ON THIS PLAN AS PART OF HIS BID. 4. IT IS REQUESTEll '!HAT 'lHE GRAO:NG CO~'!RACT08 NOTIFY iHIS PRIVATE ENGINEER BY CAWNG AT I.UST 4ll HOURS 6EFORE CO!lP!.EllON OF THE GRADING 0Pi'RA110~ IN ORDER THAT THIS Offit.:E !.lAY PERFORi.! A FlNAL li'ISPECTIO~ 10 CQ!1Fl Y l:11H OUR GRADE CER111'1CA 110~ CO:.'.~lllllENT TO THE CON1RACTOR SHALL BE RESl'ONS!ill.E FOR OBTAINING Al.I. REQUIRED PERIi.iTS PRIO!l TO CO;!.!!ENCEliENT OF GRAIJl14G O?ERA 110NS. CITY OF IR\l!NE. 5. UNAUlllOlllZID CHANGES l!t. USES: THE ENGINEER PRE."ARl,!G 1HES£ PLANS fell NOT SE RES?O~SISI.£ FO,~, OR LIABLE FOR, U~AIJlHORllED CHANGES lO OR USES OF JHESE PLANS. ~il. CHANGES TO THE PLANS MUST BE IN ¥,'RITINC AND l.lUSl BE APPROVEIJ BY THE PREPARER OF THESE PLANS ANO THE CITY Of IR\'lNE. A. iil. C. D. E. F. 0. I. J. K. L M. N. 0. P. o. R. s. T. u. lliE SEf.B< S\'SIDA IS TO Bt INSTAll.EIJ BY lHE llEV!l.CPER. AU. SECER \','ORK SHALL CONFOlll\ TO mE o;sm1crs ·rROCOJUR/\1.. GIJIOEUNES AND GENERAi.. D[SiGN REOOIRE!l!:NTS" /\l'lD "CONSTRUCTION l.li\NUAL•, AS LAST RE"1SID. THE SEr.'IJl CONTRACTOR SHAU. HA\ti: A COPY OF THE rnsm1crs ST/\llOARD SPEClf\CAll01<S ON 11-lE JOB. THE C0,~1RACTOR SHAU. OBTAIN A CITY OR COUNTY PEll,~T FOR V,'ORI( DONE ON PUBLIC RIGHT~·OF-\'IAY. THE DIS1)llCT ENGINEERING OFl'lC!: SHAU. BE CAf.J.ED H>R iNS!'EC11Cli f00f1 14)\','0RKING DAYS BEFORE START OF \':ORI( AT (714) 453-5300 OH 45;!-5515. • A PRE-oo~smuc110N C0.1fEREllCE SHMJ. BE HEU} 48 HOURS 8EFOll£ STAl111NG CONSTRUCTION \;'OR!(. THE CONTRACTOR SHAU. EXPOS'!: All JO!N PO;;·iTS TO lHE El(JS11NG SE\':ER SYSID.l FOR V"d11F1CA1l0N Of LOCA1101l AND E!.EVATION BEfO~E CONS'ffiUCllON. STATIONS SHOf.cl AS 0+00.00 ARE SE\','ffi STATIONS ft.ND ARE INDEPOlDi:NT or AU. 011i!R STAllO'?lS. i\il. lA 11:RftlS ARE TO SE ST,\KED BY A SUR\/EYOR BEFORE lRE!lCHING AND A COolPlElE S£T Of CUT SHEE'!S SUPPLIED TO TrlE DiSTR!CT INSPECTOR. AU. si:wrn l.!AflHOI.E LIDS ARE TO HAVE ·m~,n· CAST iHEREOll AS SHOr.'?l IN ORA\\1t!GS S-4. THE O!STRtCT tlll. INSPECT ANO 1EST TIIE SE\',Ul COU£C1lOM SYSTEM /IND lAIDlAL SEl'a'ERS TO 111E PRO?ER1'Y CLEAN-OUT. PRIVATELY OV,l>!Ell SE\",m LA lERAI..S FRO>.! 1liE PROPERTY LINE ct&.N-OUT \'.lll. BE INSPECTED At!O TES1E!J BY '!HE CITY Of !RV.NE OR 01HER APPROPRIATE AGENCIES IF OUTSIDE THE CITY Of IR\1tlE. INFIL 'IRA 11011 !IND AIR '!ESTING Of SE\';IR UNES SHAU. BE IN ACCORDA1lCE l'.11li 1!-IE DISffllCYS "PROCEIJURAL GUIDEUtlES ANO m:rmlAL DESIGN REQUIR!llEl!lS• ANO "Cet.lSTRUCliON MANUAL", AS LAST RE"1SEll. A!.1 SE'1','ER LINES SHALL BE BAU.ED IN 1HE PRES!JlC!: OF 11-IE lllSiRlCT INSPECTOR BEFORE Cill.lPLE110N OF AU. !.EJ\KAGF. TESTS. PIPELINE LEAKAGE TESTS SHALL BE l.!A!JE IN THE PRESENCE Of '!HE DISTRICT INSPECTOR, o;!LY Arn:R BAC!<FlLL HAS BEEN C0!1PLEml, COllPACTION TESTS Oll BACl(Fll.L HAVE BEEN IJIIDE, AND lHE BAc«FlU. HAS BEEN ACCEPTED BV lHE DIS1RICT INSPECTOR. /\LL 5£\'.'ER UAIN LINES 6'-lt!CHES 11110 !.AllGffi ARE TO BE iNSPl'CTED !lY 1HE OISllllCT USING A ClOSBJ CiRCUIT TElEIIIS!ON SYSTEM. A l'lDEO TAPE RECORDING V,11.L SE l.iAOE OF 1HE INSl'EC110N. lllE ro~TRACTOR IS TO PROV.DE lHE DISTRICT r,1111 AN AS-BUILT SIT Of JOB PRltHS i'.1TH llE-00\:'N l!EASURIJ.'.BHS FOR AU. LATERALS ANO UAflHOl£S. BEFORE FltlAL ACCEPTANCE, 'fliE DEVELOPER'S ENGINEER SlGl-:JNG 1HE Pl.ANS S'~All FURNISH rnr DISTRICT f.Hli A SET AS-BUILT t.;YLAAs OF 111E 5£\',l:.R PLAN. CURBS SHAU. SE !NSCRl:!EO \',1lli Ar.l "'s" !ND1CATING LOCATIONS Of AU. SB'.!R LA TERAI.S. ClJRBS SHAU. BE INSCRIBED 1:11H 'fiES FOR AU. MANHOI.E LOCA 110NS. 1'11£ COlflRACTOR \\'ORl(ING ON IR\',1) srr:ER LINES MUST HAVE A •c--34• UCEUSE OR A Cl.ASS "A" GENE!lAL CO~TRAC'IING LICENSE. !RENCH BACl<FllL, 0~ AU. 5£\'.'ER A~D l'/A T£R TO BE DFDICA TED TO THE DISTRICT, SHi\Ll. BE C0:1.? ACTED TO 90:! REI.A 11\!t DENSlTY AS 01':ll'RMINIJl BY THE flVE-LAYER '!EST M£1HOO (CALIFORNIA 216G), JESTS l'.1ll. BE REQUIRE!} EVERY 300-FEET Of' 1RENCH OR AS OEIDli.llNED BY '!HE DISTRICT INSPECTOR. fflE DEVl'LO?ER SHIil.i, SUB!IIT l',lllTTE!-! RESULTS Of CO)JPACTI0.1 TESTING TO lHE OiSTRICT BEFORE ACCEPTANCE. It !N DEDICATED SffiEET OR Fl!T'JRE STREET, COl.!PAC110N \',1ll BE AS REQUiREll BY GOVERNMElHAL AGENCY HA'JlNG JURISDICTION, BUT NO LESS THAN 90li: REL/\11VE COMPACTION. OIS'llllCT r.lU. L~SPCCT AflO TEST MAIN UNE SE~.'ER O.~LY. SE\;ffi LATERALS FROM 11iE t.lAfN LINE OR PROP<RTY LI~£ TO BUILIJINGS lHAT ARE FRiVATE \',1U. BE INSPECTED AND TESIBl BY IBE CITY Of !R'JlNE CO~!JUNITY DEVELOPMENT DEPP.llTI.lENT OR 011iER APPROPRIATE AGENCIES IF OU'l'SlDE lHE CITY OF IR'IINE. PURSUANT TO ASS!J.!BLY BILL 3019, NO EXCAVAllO.~ PERl.!IT !S V.IUD UNLESS 1HE fOU..Ol'{ING IS PERFORMED: 1. 2. CALL TOU fREE 1-800-422-4133 BEFOllE YOU O:G UNDERGROUND Sffi\1CE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY 1.0. a-oc==-="""==-=- 111E UNDERSIGNiJl AGREES TD CONTACT ANO OBTAIN AN INQUIRY 1.0. i/ FROM UNDERGROI./NO Sffi\/lCE AI.ERT AT l.rAST 2 l\'ORKING DA 'I'S PRIOR TO !HE COMMENCEUENT CF EXCAVATION. S!GlllEOc.,_ ______ DATE. _____ _ ,, ' ( !~JtlliE:lt ~DAP SCALE: 1•~100' t~O. lltl~Ol'fl: \'\'A '1Th1 EXISTING a• R\'I t;tiE ~JOTIES OESC111PTIO:-I CD REIJO\/E E)(JSTING lUJPtiRARY BL0\'1-0f'f AND ,IQ;N fX!Sl1NG. @ FURNISH ll: INSTAU. 8' PVC, CL 200, C900 WATER LINE. BEDDING PER 1.R.\'1.0. SID. W--11. @ C<r.lS'IRUCT 1HRUST !!1.00{ PER 1.R. W.O. SID. \'/ 12. '-' .,_;,J © t.OOSTRUCT lliJC111£ IRON BEND AS REQ'O PER PlA.~. ( ,/., PER Pl.Ml) ® FURNISH t, INSTi\il. FIRE HYllRANT PER I.R.'//,0. STll. W-6. ® FURNISH ti: INSTAU. 2• SER'ilCE PER I.R.W.D. STD. 1'1-2. - ..J { RO!'Oml f.H, RO?, SEX.!ll OOAllTIT\' 1 E.J\. 424 LI'. 1 LS. I 1 LS. 1 EA . 1 EA. (])' FURNISH Ile ~iSTAU. 2• REDUCED PRESSURE BAOOl..OW ASS'V PER i.R.\'i.O. SID. W-20. (PRIVATE). 1 EA ® flJ'RNISil //J; INSTAU. 2• PVC, SCH. «l 1'11\lER UNE. BEDDING PER I.R.11.0. SID. \'/-11, {PRIVATE). 100 U', '°' "0 1""< ".21,SPOSE OF EJilS11NG RIP RAP TO 5-FEET OF WA ml UNE (BOTH S!DESl. 1 LS. A\ @) HJRNISH & INSTALL 3i4" P\/C, SCH. 4!J \1AT8l Lil![ PER 1m:n ST!l. \'1-11 (PRIVAlE) 470 Lf. ) ~;,~ " . ' ' , r,m::1.A1::.:31 \'.JAllTiri ,,.;, ... .,,,, .... -® FURNISH tr. INSTAil. 3• TI!RBINE METER IN I/AULT PE!! I.R.W.D. sm. NO. W-17, I EA. @ rJl1Nls» & !NSTfil ii"X4" TAPPING StffVE l! 4'" PIJSH-0~ X ft.G TAPPiNG VALVE PER UU!.D. SID. W-7, 1 !:A, @ Ra!OVE E>lSTiiJG VALVE, R\'l UNE, & BlOl'J-Off. 1 LS, -® fUR1l!SH !J. lllSTAll BUNO M~GE. 1 EA. --·- C:El"J":il -------® flJRN!SH & INSTi\il. 6" VCf' SE\\'ffi UN£. SEDOING PER 1.R.l'I.D, STD. S-5. (PRIVATE) !GS Lf. ----@ COilE DRILL Eli1Si1NG UANHOLE l!t. CONNECT 6" VCP PER DETAIL 2 Cl~ SHEET 2. I EA. -@ AJRNISH & INSTALL 6' CIJ::ANOUT PER I.R,\lO. Sll1. S-9, (PRIVATE) 2 EA. -. i RECHANNE!. MANH01£ BAS.: 1 Eli. ---- CONSTRUCT •~HOLE ~ I.R.i'/.D. SID S-1. IPRIVATE1 ' .. -1& ® INSTALL DRINIONG FOUNTAIN SLIMP PER DETAIL ON SHEET t/--2 J EA . , ' . --. ...... ~.,,..A.,; ORANGE COUNTY FIRE AU1HORl1Y IRVlNE RANCH WATER DISTRICT FOR APPROVAL OF FIRE H\'DRANT LOCA llONS ONLY. APPROVED BY DATE APPROVED BY SEPARATE INSTRUMENT DATED S PERV1SED BY --------- 'ifilCCIXilTV r.1AP NTS A " F.H. VALVE PROP. EASEl!.ENT PROP. \'//\YER LINE Elf!ST. riA TER tJNE Ucll\lffiSHY Ol' CAIJFllRNIA I lilViNE SAl'J JOAQUIN HILLS _,,, 1RANSPORTA110~ conRIDOR D\'J ff FH A.G UN I.RX/.0, l!.H ?OC PVC R\'i SD ST STA vrP / oo;!ESTIC WA Tm l'lNiSHE!I flOOR FlRE HYllRl!NT FLANGE INVERT IRIIINE RANCH \'IA rm DISTRICT Ml\l'lHIJI.E POINT Or CONNECTION POLYVIN'it CKLomor PIPE RECl.AlllEO WAlER STORU D.RA!N STREET STA110N \llTRlflED CLAY PIPE [E ,tis TDL'J G ur~DfE11'i!<ll rrlOUJii,,11() s 7i!l'l U!C T!\.ll1ll fES 111E EXlSTENC!: AND l.00'\llON Cf M.'Y U~OERGROUND PIPES OR CONDUITS SHO\'/N ON 1HESE PL.\NS /\RE OBTAINED BY A SEARCH Of THE AV,\llJ.131.f RECOR!lS. TO THE BEST OF OUR KNO\'J!B)GE, THE!'!E ARE NO EXl511t,G IJTIUIJES EXCEPT AS SHO'.'/N m1 THESE Pll\i'15. '!HE CO:ITRACTOll IS REQUIRED TO TAKE AU. PRECAU!lONAAY !!.!:/\SURES TO FROiECT TI-IE IJllUTY LINES SHOW/, NlO Afff OTiiER LINES !:OT OF RECO?.D OR tlOT SH0\,7-1 OM 'IHESE PWlS. IT Sli<\ll. BE THE CONTRACTOR'S RESPONSIBIIJlY lO NOTIFY TrlE O',,;JEJlS OF 11-1£ l.llltJTiES 0~ SJRIJC11JRES COr!CERNED llffORE SI/lRTING nlRi(. CONTRACTOR FUITTHER ASSU!JES Al.I. UAEJLIT'i' /\NO RESPONSIBII.ITY FOR THE UNDERGROUND L'lll.J1Y PIPl:S, COllOUll'S OR SJRUC'IURES SHO\\'ll OR NOT SH0\7N ON THESE PL/INS. THE coiffill\CTOR SHA!.t I.OCA11' l\l.l. unLITI!.'S BEFORE C01<'Sl!!UCTION, ',HE ES11!,l!'ff£S QUI\N1111ES 1'S SHO'l,7l HEREON A.qf PROl'lDEO FOR SATISFYING Pl.AN CHECK lNFOR!.ll\TIOi! REQUIRR!ENiS ONLY, '!HE CONTRt.CWR S~.A!.L PERFORtl AN INOEPl:lmEllT ESTIMATE Of ftl.l QUl#nTIES ANO SHALL US£ S.IME AS A BASIS FO~ HIS S!D(S) MID/OR CONTRACT(S). SHEET 1 SHEET 2 TITLE SHEET WATER, RECLAIMED WATER & SEWER PLAN ' .__ ____________________ __J NOTICE TO CONTRACTOR 1. 2. IJIIIOERGROUNO SERVICE ALERT HAS BEEN CONTACTED AND . HAS PROVIDED INQUIRY l,D./i --·--------·-'--.. --- THE UNDERSIGN AGREES TO CONTACT AND OBTAIN AN INQUiRY i.D./i FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST T\'10 (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION ,( ; j ., \....... .. --------· \ I ~ ._, -·J \ 1: ·;\ 1I Ii l • -~ \ _J 1I ' ! {'\.;, ' / \J 11 I 01\ 11 I I F1.IRNISH t, INSTALL 6. Ve!' 5£1','ER LINE. BEDDl!lG PER !.R.\'I.D. sm. S-5. (PRIVATE) CORE DRIU. ElOS11NG tJANHO'..£ & CO~NECT 6' \IC!' PER DETAIL 2 Oll 11115 SHEET FURNISH t., INSTAU. 5• CI.EAl!OUT PER !.RX/.D. SID. S-9. (PmVATE) NOT TO SCALE 1 l f • LLl '. I 110100 I I Sf\".El POC· 61.15 l~V t"JATER P l ii J __ ,._.., \j \ lJ\ ' l /j\ i 1. Tt-l;c. DEVELOPER SHA! i. PROV:DE A "NONEXCLUSIVE EASEMENT" V\iHEN PUBUC TRAILSANU SIJEWALKS OCCUR OUTSiDE Ot" THE: PUBLIC RIGHT-OF-W.AY. 2 THE DEVE'LOPC:R SHA.LL PROVIDE EASE:MENTS FOR PUBUC UTILITIES THAT OCCUR OUTS:DE OF THE PUBLIC RIGHT·OF-WAY. 3. ALL VVOHK SHALL BE IN ACCORDANCE WllH Tf-lE LATESf' ECl:!ON CF THE STANDARD ' ' SPECIFiCATIONS FOR PUE-UC WORKS CONSTRUCliON, THE CffY OF NEWPORT BEACH LANDSCAPC lt'.ANUA!.. l\ND STANDARD PLANS THE CITY OF NEV\i'f"ORT BF..ACH STRECT DESIGN Mf..NU[!.., STANDARD lNCf{QACHMCNT CONDlT!ONS, .~ND SPECIAL REQUIREMENTS OF THE CONSTRUCTION PERMl I. V,!,'4ENEVER SPECl1\L REQL11REMi:NTS CONFL:CT ON ANY SIJBJ[CT Mh..TTEH, TH[ CITY ENGINEER OR HIS REPRESENTATIVE: Sli,ALL DCTERM[~lE VifrliCH SPE:C!Al REQUIREMENT OR CODE Vv1LL GOVERN, 4. THE CITY OF NEIAIPORT BEACH INSPECTICN SER\/ICF.S DMS!ON MUST BE NOTIFff:D 8FFORE STARl!NG }I.NY WORK Td[ CONTRACTOR 81-lALl. REQUEST A PRE-JOB Ml::ETiNG ,',.ND Sl.:BMIT Rtau:m::o lTEMS AT lf...A◊T 48 HOURS IN ADVANCE OF TliE MEEliNG. THE CITY INSPECTOR. CONTRACTOR LANDSCAPE ARCHITECT. CNGiMEER, Ai·JO DEVE.LOPER'S nEPRESENTATNE S!"lhLL BE PRESEN;"TO REVIE';V GRADING, IRRiGAT;ON. PL<\N'fl/~G AND RrCLATED ITEMS • 5. ALL. INSPECTION SHALL. OE MADE BY rnE CITY INSPECTION SFRVlCES DIV:SION. THE' COcJTHACTOR SHAc.\. REQUEST INSPECTION M~Q DELVER REQUIRED SUBM!TT,\l.S /oT LEAST 41'\ l-10\.JRS IN ADVANCE OF THE T!ME !NCWi::G7:CN iS REQJIRED. N0 ITEM SHAL.L BE COVERED OR ENCI.OSED UNm. lT HAS BEE"I !NSPECTED AND APPROVED BY THE THF. CllY INSPECTOR EACH iTEM SHAI.L ElE INSPl:CTED FOR CONrDRMANCE TO THE P>ANS AND BPECtFlCATIONS ANY SUBSTITUTIONS Af\U ALL PUMP DATA SHALL SE fPPf"~OVED BY THE CITY ENGINEEK. PRIOR TO iNS1P..LLAT!ON INSTALLATION AND WARRANTY OF ANY APPROVED SUBSTITUTION SHALL Bf: CONTRACTOR'S RESPQNS!BIUTY, ANY CHANGES REQUIRED FOR INSTALU-,T!ON OF ANY APPROVED SUBSTiWT:CN MUST BE MADE TOT HE SATISFACTION Of THE CiTf. 13. THE CONTRACTOR SHALLM.t,INTAIN RECORD DRA\l\1NGS ON THE JOB SITE S!TE AT ALL TIMES. Ht SHALL RECURO ACC~RATEL YON ONE S.?:T OF RECORD DP.A\r''llt--!GS _Ali.. CHANGES IN THE WORK CONSTITUT!NG Dt:PAR1URES FROM T:-IE ORIG!NAL DRA;1\1NGS THE CHANGES A'-!D D!MENSIONS $11.-11.LL BE RECORDc;D IN A LEGl£!L<C f,ND 'v',iORKMANUV.E MANNEH >0 THE SATISFACTION OF THE c:n iNSPECTOR ~IMENSIONS SHALL SE FROM 'rWO PERMANENT POINTS OF REFERENCE (BUILDINGS. MONUM[;NTS, SIDEWALKS, CURBS, PAVEt,iENTS. ETC.) D.t,TA TO BE SHOV1,'N ON RECORD DRAWIJ\IGS SriALL BE R<CC08DED D/WTO DAY AS THE PP.OjECT iS 5EING lNSTALLEO. 7, THE LUCATION AND PR(JTEGTION OF ALL UTILITIES, STRUCTURES; ,!!,NO L'',NDJCAPING IS THE R.ESPONSIDILITY Of' TH!-: PERMiTTff. 8. THE: CONTRACTOR SHALL OBTP-.IN ALL NE:CESSARY O.S.H.A. Pf.flM!TS. S. THE DESIGN LA.NDSCAPE ARCHITECT SHALL PROVIDE A CERTiFICATE OF COMPLIANCE TO ThE CITY fNSPECTiON SERVlCES DIVl$iON PRIOR TO FIEGINNING THE MAINTENANCE PERlOD, 10, !"/\RKW.iW ORA!NJ\GE AND COMMOM ARF..A DRA!N.t\3E \!\iiLl. N'.)1 BE fa.LLOV1JED TO DRAfM ONTO PRIVATE PROPERTY. DR.AlNAGE: OV2R SIDEWALKS AND PONDING iN PARKWAYS SHALL BE MINIMIZED. NO CONCENTRATED FLOW SHALL SE ALlOWcD OVER CURBS, S1DEWALKS. ANfl PROPERTY !.INES. "i5 TUR.F AREAS SHALL HAVE A MINIMUM SLOPE Of 2% AND A M/\XIMUM SLOPE OF 20%. 16 CUT Si.OPES 2:~ A.ND 'STEEPER, 5 FEET OR MOR!::' iN hEiGHT AND Fill SLOPES 2:1 AND STFEPER; 3 FEET OR MORE IN Hi;IGHT, SHALL Rl;QUmE Sf'ECtAl. PROVlSIONS TO CONTROL E.ROSION ANG RUNOFF. 17. HANDICAP RAMPS SHAl.l BG; PROVIDF:D AS Rl:QU;RED AT STREET1NTERSECTiONS /\NDA1 OTHER l OCATiONS \/\;'HERE THI:: SIDEWALr<:S TERMIN/1. TE: AT fUlL !'l~IGHT 8URBS AND SHA! .L. COMF'l. Y WITH CITY STANDARDS. 18. AU CONCRETE: SHALL BE CONSTRUCTED vvm• TYPE 5, SIX (6) SACK GEM ENT UNLESS DEEMED UNNECESSARY 8Y SULPHATE CO~Tt:JH TF:.STS CONDUCTED BY THE SOILS ENGL'-.EER AND R~PORT!:D i,"J THE PRF.UMINARY SOILS HEPORL 19, A 12-iNCH V1W~ CONCRETE MOWSfRIP !S REQUIRED ADJACl'I'. TTO CURB \:\1TH!N ALL lANDSCAPE MEDIANS AM 8-INCK CONCRETE MOiNSTRIP IS RFCUIRED ALONG \NALLS AND l=ENCES AOJACENT TO TURF AREAS. AS-INCH CONCRETE MOWSTR.iP :s REQUIRE~ B::To/\lEEN TURF ANO GHOUNDCCVrn /-.REAS, 21. PERMANf3NT POl/v'i:R TO P..UTOMAT:C CONTROLLERS SHALL BE CON1iNUOUS AND ESTA8LISrlED PRIOR TO TH:': BEGINNING Of' T! iE MAINTENANCE PER10D. 23. OlJRl~G THE MAINTENANCE PE'R!OD, THE ENTIRE PROJECT SHA.LL BE INSPECTED \\IEEKLY. THE !RR!G.A.TION TIMING AND COVERAGE SflALL BE Ci-lECKED AND !,DJUSTED lF NECESSATY DURING TKE GERMiNATION Pt:.RiOD. AL!.. PLP-.Nlrn AREAS SHPtLL 61: KEPT NEAT AND CLEAN ANO FR!;E Of ALL CUPPINGS, DEBRIS, AND TR/\Sf-1. Al!. SUBSURFACE PRA!NS SHALL BE PERIODICALLY FLUSHED VV:rH C'..EAN WATER TO ADVOID BUILO...UP OF SiLT A:'-i:J DEBRIS. KEEP A:.L DRAIN INLETS CLEAR OF LE/\VES, TR/\SH. AND OTHEF~ DEBRIS. ALL PAVED AREAS SHALL BE KEPT FREE Of "TRASH, D!:'BRiS, f-.ND SILT 24. BEFORE FINAL ACCEPTA!\CC, ALL FILTERS AND IRRIG.-l>XiON HEJ\DS SHALL BE CLEANED. VALVE f38XES AND SPRINKLERS SHALL BE: ADJUSTED TO HEIGt-JTS REQUIRED 1N R[LATION TO F!N!SH GRADE. TURF SHAL..L E~ MOVVED, morn AND 1/1/[f~ED, AND CLIPPED AROUND SPHJNLKERS. VALVE E!OXESAND lREES. ALL Pt.ANT MATERIA:.. NOT S!-IOV'lo1NG \,1GOR OR THAT HAVE BEEN DAM.AGED SHAU. B:': RC:PlACf:tl REDUCrn PRESSUHE lYPE BACKFLOW PREVE'NTF.RS SHA.LL.. BE TESff P AND APPROVED BY Tf !E CilY 25. ALL UTiLITY cos-rs INt:URHED DUH!NG THl:: MAINTENANCE:: PERIOD SHALL SE TiE RESPONS191LlfY OF TiiE CONTRACTOR. 2;,. IRRIGATJON SYSTEM SHALL BE QPERATEDTO ELIMINATE FOGG!NGAND MINlfiiJZE OVERSP>\AY AND DISCHARGE ON70 NON!.ANDSCAPED AHEAS. 28. 11\RIG,\TlON SYSTEMS SHALL PRO'✓iDE UNIFORM COVERAGE THROUGHOUT EA.CH SYSTE1,t 29. SPR:NKl.ER HE/\OS USED IN T:JRFED PLAY AREAS SHALL C!E EQU,PPE:D WITH PRO fECTiVf' COVERS. 3-0. ANT,-DRAIN 'fAL\iES {IN LINE OR 'JNDER SPRl~KLER HEADS) SHAU RE !NSTAI.LED ON SLOPES GREATER THAf.l G% . 'B. TREES SHALL BE PLANTED;\ MINIMUM DiSTANCE OF: A. TiiREE FE'H !=HOM ANY CITY MAlr-.TENANCE LIMIT '..INE. B. FOUR r:EET rRO'VI U11LITI !NSTALLA.TJONS INCLUDING, BUT MOT LIMITED TO, SEVvERS, GAS, WATER LINES, METER VALVES, CATCH BASINS. ETC. C, TEN FEET FROM DRIVEWAYS 0. Ti':N f-EET f"R.OM F/RE HYDRANTS. . E TV<ENTY FEET FROM UGHl STANDARDS. f. TREE LIMBS MUST HAVE A CLEARANCE OF 14,5 fEET GVER $TREE rs, 8 fi::ET OVER BICY:::LE -TP~AiLS, AND 7 FEET OVER. PEDEsm1AN-TRAVE!..EDWAYS. CITY OF NF.V\JPORT BEACH COMMUNITY DEVELO?M:'::NT DEPARTMENT THIS SET OF FLANS A:-1D SPECIFICATIONS MUST BE KEPT ON THE .JOB Ar AU. TIMES ANfJ lT IS UNLAWFUL TC MAKE ANY CHANGES OF! AL TE!'<AT!ONS ON Ti-IE SAME V,1THOUT 1/v'RIHEN PCRMISS!ON FROM THE CITY OF NE\NPORT BEACH COMMUNITY DEVElOPMEMT DEPARTMENT. THE STAMPING Of THE PLAN AND SPECIFICATiGNS SHALL NOT BE HELD ro PE:.RMIT OR SE .AN APPRCVAl. OF THE VIOl.ATl'.)N OF A.NY P,::zov:s1QNS OF l,NY C11Y ORDINANCE OR -STATE U,W. I APPROVED BY: ~l:;, '-~«;-.:~\ :c . GENEHA.L SER\t1CES APPROVED BY· I . I L../ APPROVED BY: KEY MAP I 1\ /' 1 I I i IJ / I r I ' ' I I Ii I :i ; I " ' DATE CONTACTS LANDSCAPE ARCHITECT EPT 31872 Camino Capistrano San Juan Capistrano, CA 92675 (714) 661-7127 FAX (714) 248-2599 Project Manage;: Todd Johnson Project Principal: Richard Vanderv,ood DFVt:LOPER Irvine Comrnunlty Development Company 550 Newport Center Drive Newport Beach. CA 92660 (714)'720-7200 Project Director: Ken Coulter GEOTECHNiCAL CONSUL TANT ~-· __ , __ ,., ·----- NMG Geotechnical, Incorporated 17791 Mitchell, Suited Irvine, CA 92714 (949) 442-2442 Contact: Terri \/\iright CIVIL ENGINEER MCE Consultants 1100 South Coast Highway, Suite #2·11 Laguna Beach, CA 92651 (949) 376-6407 Contact Richard Moore UTILITY CONSULTANT RGI Civil and Utility Consultants 218 North Lincoln Avenue, Suite #104 Corona, CA 91720 (800) 300-3373 Contact: Robert Gregory HORTICULTURAL SOIL TESTING ·soii & Plant Laboratory, Inc. 1594 North Main Street Orange, CA 92667 (949) 282-8777 Contact: David Dzv,ilevvski ARCHITECT -Nunn Architecture 31411 Camino Capistrano, Suite #300 San Juan Capistrano, CA 92675 (949) 493-2904 Contact: Roy Nunn Structural Engineer Coil & Welsh, Consulting Engineers 15892 South Pasadena Ave., Suite #200 Tustin, CA 92780 (949) 505-2751 Contact: Stephanie VVelsh Electrical Engineer West Coast Design 26692 Paseo Brillo Suite 204 San Juan Capistrano, CA 92675 (949) 240-1378 Contact: Russ Owens SHEET INDEX SHEET TITLE TITLE SHEET GRADING TITLE SHEET PRECISE GRADING PLAN PRECISE GRADING PLAN GRADING DETAILS EROSION CONTROL PLAN HORIZONTAL CONTROL PLAN HYDROLOGY PLAN BUILDiNG LOCATION PLAN FLOOR PLAN SCHEDULES FOUNDATION PU\N DETAILS FRAMING PLAN INT ELEVATIONS \/VALL SECTIONS EXT. ELEVATIONS DETAILS DETAILS PLUMBING SCHEDULES PLUMBING PLAN ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN ELECTRICAL NOTES AND DETAILS ELECTRICAL NOTES AND DETAILS CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING DETAILS Turi Grmmdcover Hardscape Tota! TREE LIST Specie City-- Maintained ---·--- TREE BOND AMOUNT /\ssociatior.- Maintained SHEET NO. L 1.1 C-1 C-2 C-3 C-4 C-5 C-6 H-1 A-1 A-2 A-3 A~4 A-5 A-6 A-7 P-1 P-2 E1 .0 E·l.1 E1.2 E1.3 E1A LC1.1 1.C1.2 LCi.3 LC2.1 LC2.2 LC2.3 LC2.4 L 1.1 L 1.2 L 1.3 L 1.4 L 1.5 L2.1 L2.2 L2.3 L2.4 KEY MAP 1 2 3 1 2 3 1 2 3 1 2 3 Other- Maintained Size Total sq. ft. _____ sqft . ____ sq.ft sq. ft. sq. ft sq. ft Matntenancf! Responsibility LAMDSCAPE PERMIT NUMBER: XXXXX-LC BUILDING AND SAFETY PERMIT NUMBER: XXXXX-CCT & XXXXX-SP GRADING PERMIT NUMBER: XXXXX-CCP r I ·1r= r ~1 ' I -) v,7 i I I ii c:--' j I I I I ! 31872 Cnminc Cnpistrano San Juan Capistrano, CA 92675 714 681-7127 FAX 714 248-2599 1214 East Green Street Pasadena,CA 9i106 626 795"•2008 FAX 62(-; 795-2547 IRVINF C')MMUNITY OEVELOPMENS COMPANY ·550 Newport Contor Dfr,,s Newport Be,;ch, Califomi::. 92UGO (714} 720-2000 CONSUL TANT: I 7 1-u <( IV' I- ,::;j" l-o ...J Job No.: Drawn: <( (.) z -OI >-u z <( <( w u !'lJ ;:; ~ -o z CL ~s UJ L. z 0 -l-o :::J er: 1-(/) z 0 u w a.. <( u en 0 z :5 TITLE SHEET B7 .. 523 l1.1 n I I C "' ;;: ;c, ,._, (/ ~:.. OJ m :D i g I '.-. ------·--·-·--·_J z C $ rn rn JJ Cj ::q ;t_ __ _ i _J . I I f " GRADING SPECIFICATIONS GENERAL 1, 0 "· ' V• 4. 5. 6. 7. B. 9. 10. 1t 12: 13. ALL. WORK SH.A.LL CONFORM TO CHAPTER 15 OF lliE NE\\?ORT BEACH MUNLCIPAl CODE (NBMC), THE PRbJECT SOILS REPORT AND SPECIAL REQUiREMENTS OF THE :::ERMIT. DUST SHALL BE CO~TROLLED BY Wt,1ERINO AND/OR DU$T PALUATIV£. SANITARY F ACIL!TIES SHALL BE IIAINTAINED ON THE SiTE DURINC THE CONSTl<UCTION PERIOD. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:CO PM SATURDAYS; AND 1D:OD AM TO 6:DO PM SUNDAY$ AND HOLIDAYS PER SECTION 10-26 OF THE NBMC. NOISE, EXCAVATiON, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10--28 OF lHE NBMC. TI!E STAMPED SET OF APPROVED PLAN$ SHALL BE ON THE JOB SITE AT ALL TIMES. PE,MITTEE AND CONTRACTOR ARE RESPONSIB,E FOR LOCATING AND PROTECTING EXISTING Ll~UTIES, APPROVED DRAINAGE PR0~$1DNS ANlJ P,OTECTIVi: MEASURES MUST Be USED TO PROTECT ADJOINiNG PROPERTIES DURING THF GRADING OPERATION. CESSPOOLS AND SEPTIC TANl(S SeJALl BE ABANDONED IN COMPLIANCE \'/iTrl THE UNIFORM PL~MBING CODE AND APPROVED BY TrlE BUILDING OFFICIAL. HAUL ROUTES FOR IMPORT OR EXPDRT or MATERIALS SHALL BE APPROVED BY THE Cln' TRAFFIC EiiGiNEER AND PROCEDURES SHALL GONFCRM \\HH CHAPTER 15 OF THE NBMC. POSITiVE DRAiNAGE SHALL BE MAINTAINED AWAY,FROM All BUilDING AND SLDPE AREAS. FAILURE TO REQUEST iNS?EC70NS AND/OR HAVE REMOVABLE EROSION CONTi;Ol DE~CES ON-SITE AT T'1E APPROPRLATE TIMES SHALL RESULT !N FORFEITURE OF THE CONSTRUCTION sm: CLEANUP DEPOSIT. ALL PLASTIC DRAINAGE P!PE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM 01527, .ASTM D3034 OR ASTM D1785. • !;ROSION COtJTROL l. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. E~OSIDN CONTROL DEVlCES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 ANLI MAY 15. .l BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEAS[IRES SHALL 6[ IN PLACE AT THE END Of EACH WORKING DAY ¥/,IENEVER lliE FIVE-DAY PROB.I\Bil!TY OF l<AIN EXCEEDS 30 PERCENT. DURiNG THE REMAINDER OF THE YEAR, THEY SHALL BE iN PLACE AT ThE END Dr THE WORK'NG DAY WHENEVER lliE DA!LY RAINFALL ?ROBABiUTY EXCEEDS 5D PERCENT. 4. LANDSCAPING PLANS SH.ALL BE SUBM!TTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANeE RECEIVED BY THE CiW GR,\DING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CiTY GRADING ENGiNEER. ii TDAPORARY DESl'_TING BA.SINS, WHE~ REQUIRED, SHALL SE INSTALLED AND MA1NTAINED fOf< THE DURA11DN OF THE PROJECT. ,REruJ]RED_l,'jSPEPTIONS 1. A PRE-GRADlN~ MEE11NG SHALL BE SCHEDULED 48 HOURS PR!{)f\ TO THE START bF GRADING WITH FOLLOVfiNG PEOPLE PRESENT: OWNER, GRADING CONTRACTOR. DESIGN Cl\11L E~GINEER, $0!LS ENtilNEER, GEOLOGIST, CITY GRADING ENGINEER OR TI,E!R REPRESENTATIVES. REQU!RED FIELD INSPECTIONS V~LL GE OUTUNED AT THE MEETINC. 2. A PRE-PAv1NG MEETJNG SHALL BE SCHEDULED 48 HOURS PRIOR TO Sl'ART OF TI-IE SUB-GRADE PREPARATION FOR THE PAViNG inH THE F◊LL0\\1NG PEOPLE PRESENT: OWNER, PA~NG CONTRACTOR, DESIGN Cl~L ENGINEER, $OILS ENGINEER, CITY GRAD:,G ENGl~EER OR THEIR REPRESENTATIVE$. REQUIRCD FiELD iN$PEC7lONS Will BE OUlllf~ED AT THE MEETING. J,_R_l\.!llil!ll H.Ll,L:OUT$. 1. GRADED SLOPES SHALL BE NO STEEPER 11'AN 2 HOR:ZONTAL TO 1 VERl!CAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE CDMPAOTltlN OUT TO THE FINISHED FLOOR. 3, ALL FlLLS SHALL. BE cmiPACITD THROUGHOUT TO A MINIMUM OF 90 PERCENT REU\Tl\/E COMPACTION AS DCTERMiNED BY ASTM EST METHOD 1557, Ai,;!) APPROVED BY THE SOILS EMO!NEER. COMPACTION TESTS SHALL BE PERFORMED A.PPRox:~A/'.\ TEL y EVERY iND FEET !N VER ii CAL HEiGHT .A.ND OF SUFFICIENT CJANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREA$ -TO KECE!\/t FILL SHALL BE CLEARED DF ALL VEGETATION AND DEBRiS, $CA.RIFLED AND APPROVED SY THE SDil.S ENGINEER PRIOR TO PLt\ClNG OF THE FILL 5. F!LLS SH.fl.LL BE KEYED Of\ BENCHED INTO COMPE1ENT MA TERi/,l. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SDiLS ENG:NEER OR REMOVED BEFORE ANY ADDl11DNAL FILLS ARE ADDED. 7. AN'/ EXISTING IRRIGATION liNES AND CISTiRNS SHALL BE REMOVED, OR CRUSHED IN PLACE AND BACKFtLLED, AND APPROVED BY THE SOILS ENG!NEER. 8, THE CNGINEERJJG GEOLOG!ST AND SO!LS ENGINEER SHALL, AFTER CLEARING AND PRlOR TO THE PLACEMENT OF FILL IN CANYONS; INSPECT EACH CANYON FOR AREA$ OF ADVERSE STABILITY AMD DETERMINE !HE PRESENCE OF, OR POSSfBIUTf OF FUTURE A.CCUMUL.~TION DF, SUBSURFACE WATER OR $>RING FLOW. IF NEED;:D, DRAINS V,ILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT o.c FILL !N EACH RESPECTIVE CANYON. 0. THE E1(AGT lOCATION Of IrlE SUBOR.A.!NS s:,ALL BE SURVEYED IN THE FIELD FDR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THRO~GHOUT TO A MINIMWM OF 90 PERCENT RELA~VE CDMPAC'11DN, AND APPROVED 8Y 1HE SCli_S ENGINEEH, THE BUJWJNG DEPARTMENT MAY REQUIRE CORING OF CONCRETE FL.AT WORK PL.ACED OVER UNTESTED BACKFILLS TO FAClLiTA TE TESTl~JG. 1t THE STOCl<PILING OF E~GESS M/-\TERIAL MUST BE APPROVED BY THE CITY GRAD!NG ENGlNEER PRIOR TO STOCKPILING. 12, LANDSC1~.PlNG DF ALL SLOPES AND P.4DS SHALL BE IN ACCORDANCE WITH CHAPTI:R 15 OF THE NBMC, 13. i\Ll. CUT SLOPES SHALL SE INVESTIGATED BOTI-1 DUR:r,C AND AfTER GRADING BY AN ENGiNEERiNG GcOLOCIST TO DETERMINE IF ANY STA.BILiTY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENO:NEERINO GEOLOGIST SHALL RC:COMMEND AND SUBMIT NECESSARY TRFATMENT TO THE G!1Y GRADlNG ENG!t,)EER FOR J:PPROVAt.., '.4. WHERE SUPPDRT OR BUTIBESSiNG OF CWT AND NATURAL SLOPES iS DETERMINED TO BE Nl::CESSARY 3Y THE ENG!NEERING GEOLOGIST AND SOILS ENGl~EER, THE SOIL$ ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATlm~ AND CALCULATIONS FORM TrlE c:w OR.AD!!s.JG tNC:!NEER PRJOR TO CONSTRUCTION, 15. TI-lE ENGlNEERli')G GE◊LDGIST AND SOILS ENG!NEER SHALL tNSPECT AND. TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTESf TO TiiE STABIUTY OF THE SLOPE AND ADJACENT STRUCTURES UPON C0~1PLETlON. 16. ~HEN CUT ,'ADS ARE BROUGHT TD NEAR GRADE ThE ENGINEERING GEOLOGIST SHALL DGERM!NE IF l'rlE Bf::DRbCK iS EXTFNSIVELY FRAC'fURED OR FAUL TED AND lf;1LL READILY 1Rfi,NSMIT WP-Tt:R. IF CONSIDERED NECESSARY BY TiiE ENGINEERING GEOLOGIST AND SOILS ENGINEER. A COMPACTED FIU- BcANKET Y!LL BE PLACED. THE ENGJ,EERING GEDLDGIST SHALL PERFCRM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFiCATiON OF NONCOMPLIANCE: !F, IN THE COURSE OF FUlflLLING ThEiR RESPONSIBILITY. TrE CIV1L ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TES~NG AGENCY F!NDS • THAT TilE WORI< IS NOT BEING DONE IN CONFORMANCE 111TH THE APPROVED GRADING PLANS. THE DISCREPANCIES SHAlc BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON ,N CHARGE OF 'JC;E GRADIN[; WORK AND TO THE CIW GRADING ENGINElR. RECOMMrnDA110NS FOR CORRECTIVE MEASURES, IF NEGESSAilY, SHALL BE SUBMlffiD TO THE CiTY GRADING ENGINEER EbR APPROVAL i. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE Civ1l ENGINEER IIJCLUDING OR,GINAL GROUND SURFACE ELEVAT!DNS, AS-GRADE!) GROUND SURFACE ELIEVATIONS. l.OT DRAINAGE PATlFRNS A.ND LOCAT!ONS; .AND ELEVATiDNS·OF ALL SURFACE AND SUB-SURFACE DRA!NAGE FACIUT!ES, HE SHALL PRDV1DE \\1llTTEN APPROVAL !HAT THE WD'<K \'/AS DONE IN ACCO~DANCE l'!lH THE Fi'NAL APPROVED \iRADINGc PlAt~ AND STATE THE NUMBER OF YARDS OF CUT A.ND/OR F1U. t.rlO'v,:D DUR!NC THE 0PEP,.A.!!ON. 2. A SOILS Gi{ADiNG REPORT PR£PARED BY THE SOILS ENGiNEER. INCLUDING LOCATION AND EllVA110N OF riELD DENS!TY TESTS, SUMMARIES OF FJELD AND LABOR A TORY RESUc TS AND OTHER SUBSTAN7ATED DATA Al1D COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING lNVESTIGA TION REPORT. HE SHALL PROVIDE \IRITTEN ;,PPROVAL AS TO THE ADEQUAc·/ or· THE SITE FOR THE INTENDED USE AND COMPLETION OF WORI( IN ACCORDANCE \'/ITH THE NBMC. 3. A OEOLCGIC GRADING REPORT PREPARED BY THE ENGiNEER!NG GEOLOGIST, INCLUDING A FiMAL DESCRIPTION OF THE GEOLOGY CF lliE SITE, INCLvDING ANY NEW INFORMATION DISCLOSED DURING THE GRAD;NG AND THE EFFECT OF THE SAME CN RECG-MMENDATIDNS !NCORPORATED iN THE APPROVEl~ GRADING PLAN. HE SHALL PROV1D[ W~!TTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR TrlC INTENDED USE AS AFFEGTl:.O BY THt GEOLOGIC F Af,TORS. ~OB SITE SAFETY CON fRACTOR .AGREES TO ASSUME SOLE AND COMPLETE RESPONS!BlLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF' ALL PERSONS AND PROPEffTY: THAT THIS REQUif~EMCNT SHALL .4PPLY COJ;TINUOUSLY AND NOT BE LIMITED TO NORllAL WORKING HOURS; AND THAT THE CONTRACTOR SH.ALL llffEND. INDEMN!'Y AND HOLD THE DWNFR ANU THF. ENGINEER HARMLESS FROM ANY AND ALL UASIUTY, REAL DR ALLEGED, ill CONNECTICN WITH THE PERFORMANCE QC WORK ON THIS PROJECT, EXCEPTLNG FOR LIABIUlY ARISING rncM THE SOLE NEGLIGENCE OF THE OWNER OR !HE ENGINEER. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBT.AINED BY A SEARCH OF THE AVAILABIE RECORCS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTIL!T1ES EXCEPT AS SHOWN Oi, THESE PLANS. THE CONTRACTOR !S REQUIRED TO TAKE ALL PRECA.UTlONARY MEASURES TO PROTECT THE UTILITY L!NES SHOWN AND ANY OTHER LINES MOT OF RECORD OR NOT SHOWN ON THESE PLNIS. iT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THF OWNERS OF THE UTILITIES OR STRUCTURES CONCERr,rn BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES All UABIUTY AND RESPONSIBIUn' FOR THE UNDERGRCUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL LOCATE ALL uTlllTIES BEFORE CONSTRUCTION. CAL: .. TOU. FREE 1-800-422-4133 BEFORE YOU DIG PU'!SUANT TO ASSEMBLY BIU 3019, NO EXCAVATION PER,IIT IS VAL!D UNLESS THE FDLLO\'ING iS PERFORMED: 1 . 2. UNDERGROUND SERV:CE ALERT HAS BEEN COt,TACTED AND HAS PRDV1DED INQUIRY .I.D. # ___ ,, __________ _ 11-JE UNDERSIGNlD AGREt.S TO CON IAC1 AND OBTAIN AN INQUIRY 1.0. # FROM UNDERGROUND 5ERv1CE ALERT AT I.EAST 2 WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. UTILITY PURVEYORS GAS SOUTHERN CAUfORNIA GAS COMPANY TE'LEPHONF PAClFIC BE!_L SOU1HERN CALWORNIA ED!SON WATEf1 IRV!NE RANCH WATER DISTR!CT SEWER !RV!NE RANCH WATER DISTRICT GENERAL NOTES L ALL CEMENT SHALL BE TYPE !! IN COMPU.4,NCE \•~TH TiiE REQU!REMENiS or TH!'.:: 1994 UBC. THE BASIS OF BE"ARiNGS JS THE CENTERLINE OF BISON AVENUE BEING N84"42'3i~W, SHmm AS N64'41'03~W ON TRACT MAP NO. 15317, BENCHl\.1ARI{ BM NO. 35-23-70R85 BR. D!SK iN N.E. CORNER 4.5' X 4,D' C.B. 52' S/D CENTERLINE BISON & 175' W/0 MACARTHUR BLVD. EL[\/, 117.16 iRVlNE COMMUNITY DE\tELOPMENT COMPANY 550 NEWPORT CENTER DRIVE NE\\PORT BEA.CH, CA 92660 CONTACI: KH.: CDUL TER MCE CONSULTANTS 1100 S. COAST HW1'., #313 LA.GVNA BEACH, CA 92651 CONTACT: ,!OHN ARV1N TELEPHONE: 949~375-6407 EPT L•\NDSCAPE A.RCHITECTURE 31872 CAMINO CAPiSTRANO S~N JUAM CAPISTRANO. CA 92675 CONTACT: TODD JOHNSON TELEPHONE: 949-661-7127 SOILS ENGINEER NMG GEOTECHN!CAl, INC. 1779i MITCHELL, sun£ D IRYTNE, CA 92614 • CONTACT: KARLCS G. MARKOUIZOS TELEPHONE 949-442-2•[42 " ' CONSTRUCTlOl\l NOTES & ESTlti/lA TED QUANTITIES 1-' N~O~. +-------------D_Es_rn_l_PT_:o_N _____________ -+·-QUANT/~ (D CONSTRUCT 5" CURB PER CONB STD, 182-L, TYPE "ft 1,800 LF. I -------------_ _,_ ___ _, I(!} CONS1HUCT 6" CUI<~_ & GUTTER PER CONB S~ 182-L, TYPE 'A" 570 LF. ! ~) CONSTRUCT 2' U-·GUTTER PER DETAil 2 ON SHEET C-4 ------+-~~~- @ CONSTRUCT 0.35' A.C./0.61' A.8. 21.20D S.F -----------·----·----· -----·--------· • -, ---·-----··-· ----·· ----· -·---------' @ CONSTRUCT 4" PCG SIDEWALK PER LMiDSCAi'E PL/\_NS --· 24.450 .. s.c. i !J) CONSTRUCT 7' ':_ATCH .. BASIN PER CONB STD. 306-L, T'!l'E OL 1 I EA. I (!) , coNsrnucr LOCAL DEPRESSION PER coNB sm. 304-L 1 '_EA. I @ CONSTRUCT HANDICAP RA~P PER CO_NB STD 181-L ---------1-6 EA. (ID CONSTRUCT FLAT CATCH BAS!N FER DETAIL 3 ON SHEET C-4 i 14 EA. @ -CONSTR!JCT~OURT PER SOILS REPORT-AND-LANDSCAPE PLPJ,S I 1 L.S. I @ CONNECT TO EXISTING JUNC.lON STRUCTURE I 4 EA. i@ CONSTRUCT PVC, SCH. 40, STORM ORAIN UNE. SiZE PER PLAN. BEDD!NG PER CONS sm. 106-·L 1,39.J Lf. ---,------------------·-'"·+-------@ CONSTRUCT FULL DEPTH A.G. 50 L.F. >-"-+------------·------------··--··-!---·--- ·1·@ CONNECT 18" f!C!' (D-·2000) TO EX,STING STCRM DRAIN ! PER CONB STO. #311-L t·@""~~DJUST EXISllNc-MANH(iETOGRADE PER CONS STD-. -11-1-~-L----------1~----B-E-A---<. -~-----@ Rf!IG,1' AND DISPOSE OF EXiSTING 12" RiP RAP AND 12" CONCl1ETE BED. 1 LS. ·----·---------+---© REMOVE EXISTING AC BERM 100 LF. ----·t----·------··-------------·--------------------+------1 {LIP CONSTRUCT \,jQlJNTABLE CURB & GUlTER P[R 35 L.F, APWA sm. 121-1, TV?E 82-·150 . ® coNsmucr 3,5' CATCH BASIN PER CDNB .. sro. ·::ms-L, TYPE ys ----+~ • .3 EA~l @ CONNECT PJPE ;o CATCH BASIN ?ER CONB STD, 303-l ; 4 EA .. @ CONSTRUCT 18~ RCP {D-2000), BEDDING PER CONB STD. 106-L ~ 160 L.F. i -~ PROTECT EXISTING FACILITY it,J PLACE._______________ i= 5 EA. J @ CONSTRUCT 4" SUSOR.A.IN PER DETAIL 5 ON SHEET C-4. i 80 L.F", ' @ coNsmucT s· Pee CURB AND GUTTER PER CON8.STD.-182-L, TYPE ".,." 325 L.F. @ CC•NSTirJcT ·6,-ATRIUM GRATE PER DETAIL 4 ON SHEET C-4 ••• --• -·23EA. _,, __ .. ___ . -·------i---- @ ! CONSTRUCT 0,35' A.C./0.67' AB. W/ M!RAFi 500X GEOF ABR:C. 7900 S.F, @ I CONSTRUCT TURF BLOCK OltR 11" A.B. PER SOILS REPORT& lANli'scAPE PLANS ·,,350 S.F. r,s, I coNsmucT iiouBLE-HIGrl ROW or SANDBAGS PER DEIAIL 6-o~ SHEET c.::i "E:91 1 L.S. --· ---··--···-"-··------·----1---------·---- (@) CONSTRUCT DOMED CATCH BASIN PER DETA!l 3 ON SHECT C-4 24 E.s. -·-1----·---· --® CONSTRUCT BEEH!VE CATCH BASIN PER DETAIL 7 ON .SHEET C-4 f--ic+----------------------------1---·---H® REMOVE EXISTING PCC V-GUTTER -p--, --·---------f------1 i @ AD~!UST [XISTlNG MANHOLE PER DETP.1L i3 ON SHE£1 c-~4 1 E.A.. 1 L.S. ESTIMATED EARTH\ii!ORI( QUANTITIES r I I I RAW CUT 2,700 CY RA.VI FILL 6,900 CY iMPOr~T A,2C0 CY THESE QUANTITIES DO HOT INCLUDt'. SHR!NKA.CE, SUBSIDENCE OR UTiLli'/ SPO!L FACJORS. WE CONTRACTOR SHft.LL BE RESPONSIBLE FDR AND ACCOUNT FOR DISTRIBUTING ANY MATERIAL OR SUPPLYING ANY DEFICiENCiES TO BRING THE "~ITE, TO DESIGN GRADE: . _ __j I ..... ~. --~-.. --..... ~ ... -• .. ··-·· . J. .... ~:: .... ~;~.-.. :J. :~, .. -.".;~,..,;..-: __ .;. ~ .. -~ ... ~-...... , .... -.... , ··., ..... "" .. NOTE REGARDING EST!~J1A TED QUANTITIES THE ESTIMATES OE !MP~DVEMENT AND GRIDING QUANTIT,ES AS SHOWN HEREON ARE. PROV!DED FOR SATiSFYiNG PLAN CHECi\ !NFORMATJON REQUIREMENTS DNLY. THE CONTRACTOR SHl,LL PERFORM AN INDEPENDENT ESTl!<ATE OF All iMPROVEMENT QUAr1TlTIES, INCLUDING CR.AD:NG QUNJTITlES, AND SriALL USE SAME AS A BASlS FOR HIS BID(S) A>!D/OR COIJTRACT(S). FOR ABBREVIATIONS BLDG. BUILDir~G C.B. CATCH BAS!N C/L CHAiN LINK C&G CURB & GGTTER C.L. CENTElLINE "A \.,.v, GlEANOUT C.O.N.B. CITY DF NEW?ORT BEACH CONC. CONCRcTE DWY. DRIVEWAY El£C. ELECTRIC E.P. EDGE or PAVEMENT F.F. Fll,ISHED FLOOR F.H, FIRE HYDRANT F.L. FLOW;..INE F.S. FiN!SHED SURF A.CE GB. CRADE BREAK H,C. HANDICAP H.P, H!Grl PO!NT !NV. INVERT iRR. iRRIGATION L.P. LOW POINT MH. MANHOLE PA PLANTER AREA PL PROPERTY L!NE P.P, POWER POLE R.D ROOF DRAIN R.O.W. RIGHT OF WAY RW RECLAl'IE.D WATER s SANl'f/,RY SEWfR SD STORM DRAIN ST. STREET T.C. TOP OF CJRB iEL, TELEPHONE T.G. •• TOP OF GRATE T.f. TOP OF FOOTING T.W. TOP OF WALL w WATER W,M. WATER METER '/1.V. WATER VALVE \IICll\!ITY MAP t'i.TS DRAWING $HEE"[ INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 5 T'TI r C" •r-T I , _t. JH tJ:. PRECISE GRADING PLAf~ PRECISE GRADING PLAN DET Ail SHEET EROSION co:~TROL F'LAN HORIZOfJTAL CONTROL PUiN i ......,.,--,--•. -.i-.. -,-~-.,----,-~-~ii i' :, -·" , .. , .. _ ,,.. ·" .. "'"'-~ .•4 .• , • .,,, ," , ............ ,.,,,,. ,._ "'"""""' , •'""'"""•--"""'·" , ""'""' '"'" ,, , ., " .. .. ....... ••••-· _ •' C -' PREPARED BV: CIVIL ENGINEERING LAND SURVEYING PRECISE GRADING PLANS ARROYO PARI( NIE\NPORT BEACH, CA TITLE SHEET ' Drl/\.l'VING !\UMCER: C=~ I SHEET 1 OF 6 MCE JOB NO. 35.03 . ' I . I I I ~. .!; f tL_ .. __ ·--~ ,. ,,, "- \ \ I / I i ' ' I I ' ' I "--· I i ' I I ' ' I ' ' I I I I I ' ! '· ' ' \ I \ \ ' \ \ \ \ !, / I '•,,,. ··i ' i I I I I, ! I \ i \ I ' \! ' " ,, I' i I ' ! j I! i' " f' .•' ' l' I ' ' ' ' ' ' ' \ C.! i 00 FUTURE CURB (llY OTHERSf\ \ \ I ' \ \ \ ' ' \ i ' \ I \ ) I , I 'j ' ' / •' :/ ' ' ' J / \_ I \ \ ' \ \ I I i I ' ! i_ •: .. ,c· .;:· '· -~ i .. -<.'.<>· I ,.•' I i' •' i \ •'" i I I \( I " "' , .... ' i --·. j.,..,,----· I·· ..... . i i ! (.-···"'. .. --· ,• _,,•' ,., ' ---.. ' , • /' .. -:,-··•'/ ,,/ , . ~-··' _,.,,,,;'::" <-,,...-- ,' ,,"/ __ / -<',.-_,..- ' ,, ', / ' ,, '' •. ". .L " ..... ,, -" / \ ., I ! j r=:r 0 / SCALE: 1 ~ = 20' i::t -~ 20 40 PREPARED BV: CIVIL ENGINEERING LAND SURVEYING ', w ·--1 I PRECISE GRADifllG PLAh!S ARROYO PARI( NEWPORT BEACH, CA I. I' I DRAW:NG rlUMBr.:R: SHEET 2 OF 6 ! I I I I ' I I ' I ' I ' i _I I ' ' I I I I ' ' i • I I i I ! .1 I I • I I / I I I ' ....... ,._, -""""" .. '-...... '. ---... - [ " ...... ,., ' --.. 0 (l 0 n ', . ., ..... _,_ •. ' "•, '~ ,,. --'• .. _() .... / _., •• , """"""••··---- •• ··1-, '" .... '. -·-- ...... -----.. -----·---··--·-·---·-·· """"·--,,., ___ _ -------•-"••··-·- ·\ "· .. __ _ I •• " ---·· '' --- SCALE: 1"~20' H=t=1==t== ::: 0 20 40 ----- '-,,., . .,, " -- "" --. •• '"'""-··-· ···-""-- ,-,--····-....... ,, ,-._ r• i \.._lt; __ ,. ·" ""•·-··"· -- ! ·--------·---j----J +--1·--- NO.t_~_A_T[ 1 _D_[_S_C_R_J,-0 -,-/0_N __ _ REViS!ONS • T?' 1, ._, .. ,., ··--"•• .' I , ... -... ' ""• .... ,-' • ..... '•• "" ··-· --· """ ···-··--···-"" -,., I • I ''•·-,, ',, ·-(' ·•. "-.. ' -· ....... ' : l PREPARED BY: CIVIL ENG!NEERlNG LAtJD SURVEYING 1100 S. CO.I\Sl HWY., #318 L/.;,G\JNA BEACH, CA 92G51 PH: 949-3i6-6407 FAX: 949 -376·· 6417 CONSTRUCTION NOTES (D CONSrnucT s· CURB PER CONS SID. 182-L, TYPE "8" @ CONSTRUCT 6" CURB & GUT1ER PER CONS STD. 182-L, TYPE "A" @ CONS1RUCT 2' U-GUTTER PER Dl:TAil 2 ON SHEET C-4 @ CONSlRUCT D.:35' A.C./0.67' A.3. @ CONSTRUCT 4~ PCC S'.DEWALK PER LANDSCAPE PLA.NS ® 0 ® ® ® ® @ @) @ © @ @ ® @ @ @ @ @ @) @ @) ® ® ."' ~ ® CONSTRUCT 7' CATCH BASIN PER CONB STD. 306-L, iYPE OL CONSTRUCT LOCAL DEPRESSION P[R CONB STD. 304-l CONSTRUCT HANDiCAP RAMP PER CONB STD. 161-L CONSTRUCT FLAT CATCH 8AS!N PER DETAIL 3 ON SHEET C-4 CONSTRUCT COURT PER SOILS REPOR1 AND LANDSCfo.PE PLANS CONNECT TO EXISTING JUNC1lON SlRUCTURE CONSTRUCT PVC, SCH. 40, STORM DRAIN UNE. SIZE PER PLAN. BEDDING PER CDN8 STD. 106-L CONSTRUCT FULL DEPll-1 A.C. CONNECT 18" RCP (D-2000) TD EXISTING STORM DRAIN PER CDNB STD. #3i1-l. ADJUST EXISTIN~ MANHOLE TO GRADE PER CONB STD. 111-L REMOVE AND DISPOSE OF EXISTlNG 12~ RP RAP AND i 2"' CONCRETE BED. RE~iOVE EXISTING AC BERM CONSTRUCT MOUNTABLE CURB & GUTER PER APWA STD. 121-1, TYPE 82--150 CONSTRUCT 3.5' CATCH BASIN PER, CONB STD. 306-l, TYPE OS CONNECT P!PE TO CATCH BASIi~ PER CCNB STD. 303-L CONSmUCT 18" RCP (D···2000), BEDDING PER CONG STIJ. 106-L PROTECT EXISTING F ACiUTY IN PLACE. CONSTRUCT 4~ SUBDRAIN PER DETAtl. 5 ON SHEET C-4. CONSTRUCT 13~ PCC CURB AND GUTTER PER CONB STD, 182-L, TYPE "A" CONSTRUCT 6~ ATRIU~l GRATE PER DETA!L 4 Ot~ SHEEi C-4 CONSTRUCT 0.35' A.C./0,67' A.B, W/ MlRAFJ 500X _GEOFAB~IC. CONSTRUCT TLRF GLOCK OVER 11" A.O. PER SOILS REPORT & LANDSCAPE PLANS CONSTRUCT DOU8l£-H:GH ROW or SANDBAGS PER DETAIL 6 Ofl SHEET C-4 CONSTRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-4 CONSTRUCT BEEHIVE CATCH BASIN PER DETAIL 7 0~ SHEET C-4 REMOVE EXISTI!~G PCG V-GUTTER ADJUST EXiST1NG MANHOLE ?ER DETA1L 8 ON SHEET C-4 GENERAL NOTES 1. SEE LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS. (91.'0 F.S.) 91.40 F.S. 0 EX!ST!NC ELEVAi10N PROPOSED ELEVATION EXISTING CONTOUR LNE PROPOSED CONTOUR LINE STREET LIGHT VALVE PROPOSED FIRE HYDRANT """' ~ ~ = -UMITS OF GRADING & PERMIT -----TG Elf.V. ~ 0 81.60----_ i ] .; ;, i .. --i ·, .•,'-· ,. / / /' ~ / ,! • ' ~~~ u --,NVEl£V . PCC WRF BLOCK/SPECIAL PAV1.~G PER LANDSCAPE PLANS PRECISE GRADING PLANS ARROYO PAR!< NEWPORT BEACH, CA DPJ,\1/ING NUMB:::R: SHEET 3 OF 6 I PREC!f:!E GRADING PLAN MCE JOB NO. 35.0jj ' • I I ' I I I • ~ l1 ""' ==.,••e== " 36" MIN. 1--------="-------------j i ,r---CAST IRON BEEHIVE. GR.ATE /f &FRAME , ' 7 6 BEEHIVE CATCH BASIN N.TS SANDBAG DETAIL N. T.S. I I 1 --TOP OF G,AT[ (TG) PER PLAM --PRE-CAST OR _,,..--POURED-IN·-PL.ACE CATC)---l 3.-i\SIN @1-· ....:::::.._~-'~50"-. "--"-V_,-!?"'°J.:..TC"'-'-'-H_ --------+------·------------------+------ 0 g 18" DIA, -.-1--FENCE I N N I SECTION FOOTING MANHOLE ADJUSTMENT N.T.S. RING ,,,----EXISTING MANHOLE 12" OVERl~AP 1------GEOFABRIC (MlRAFI 140M OR EQUJVALENT) ••• -(?'--.,\_-·~·-· -__ >t-1' -----PERFORATED PIPE (SIZE PER PLAN) ,, ) I t \,___-/ . ' 5 SUBDRAIN N.T.S. 1,lETAL ATRIUIA GRATE~ SIZE PER PLAN "'-_ Eu\CK iN SHRUBS '--.. GREEN iN LA'l"✓N ARE°AS __ )½-;;;=,,,_ ;;:f!P1j,!\~'\ //;II/ 1( i I \ \\ ~-\ I/; ! \ I \ \ \ I rL·-------7 CONCl:NTRIC RF.DUCER ·-..., 1 · 1 (IF REQUIRED) ~4----------r- ·_ \ I r'-------'-, 3/4" GRAVEL TOP Of GRATF ( rG) PEi~ p;_p,N I I I PRE--CAST COrlCRETE BOX~ DRAINAGE P!PE ~ SIZE & TYPE \ PER PLAN \ DOMEQ CAST IROt~ GRAlt. W/ FRA~E(PAINTED GREEN)_/ (TRAFF1C LOADING TYPE) PLAN !DOME TYPEI CAST iRON GRATE W/ FRAME(>.1,.INTED GREEN)__; (TRAfflC LOADING TYPE1 • I <O I I I ' ~N! -i I I 'u, I PLAN (FLAT TYPE! 2· BENCH ! t - ' ' . . ' I ' I I I I , ,r < '-. "--DRAINAGE PIPE SiZ[ & TYPE PER PLAN ,,,-, 2r, ---- ' "' • ' ' • . ELEVATION . . . . . . . . . . ' ~ TOP ~F GRATE (TG) PER ."LAN "--POURtD-· i;~,.pL;'>.CE CONCRETE BOTTOM SLOP~ TO DRAIN CATCH BASIN & GRATE 0 2' U-GUTTER 2--N,T.S, 34' 24' 5' ,r 1 ENTRY ROAD SECTION H.T.S. BENCH PREPARED BY: ----\-----· -----'' I !---+---+-------- I NO·.--foA T£ LAND SURVEYING GRADING PRIECISE ARROYO PLANS PAR!( I\JEWPORT BEACH, CA DETAIL SHEET ,...,.,..........,.,.....,,,,t'I I I ' I i I ! (C 6J' t:=1 lJ -, r· SHEET 4 OF 6 MCE JOB NO. 35.03 I I_ 2 ~ 2) j r-.'I,! ,./~ J., z s [lJ rn JJ '~ I i ;'; L-.. ----· -~-.--J i' I : i' ,' " . ,' I I r- i I, \ \ \i ! I ' 1 • ' I i I / .· \ \ I 1. / / / ' ' ,, ''" . .,, .... \_ \ I I I , __ / ,1 ",k \ •• ;, - ' ,., 'I I ! _I • / i / I I \ 0 \ \. \ \ \ """"" _., \ \ >-\ NOTES ·:: .:,.> " '·",-, '.: - \ \ \ \ \ ' ' CONSTRUCT DDUSLE-HIG~ ROW OF SANDBAGS PER DETf.il 6 ON SHEET C-4 40 80 NO. DA TE: DESCRIPTION BY 1 -~---~~-----·---------, REVISIONS \ \ -~2-Quv~- RICH.'\RD MOORE, RCE 2397~ - PREPARED BY: CIVIL ENGINEERING LAND SURVEYING 1100 S. C0.4-ST HWY., #313 u\.GUNA BE.ACH, CA 92651 PH: 949-J76-6407 FAX: 949~376•EG417 t\,~\~~ DAT£ .---~---.. ,. _, --~---- ' \ ( ·-"····' . --~·--· ' .•• -~j /' ·c,"" •• : .. ,.,-•' - , __ '-.•',. ~ ' ' PRECISE GRADING PLANS . ARROYO BEACH, CA EROS!ON CONTROL PLAN I " I I I DRNt/1NG NUMBER: SHEET 5 OF 6 MCE JOB NO. 35.03 • ' '1 Ii ' ,'io· ' -, l) ,. j ;;: m iTI JJ z C ;;: OJ rn JJ -□ II JJ ' ]> ~ z. G.i z r s','. CD i fTI• JJ I _ ....... -l ,, if i\. ,- 0 I POINT TABLE Point CURB 201 202 203 204 2C5 206 207 208 209 210 211 212 213 214 2l5 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 2::,0 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 I ' i' ii I, ' ,' i ' I' I '' I I I; L ! ; I '' f j j' i! I' ' ' ' Northing 483L l260 4828, 8204 4803, 9270 4803, 0551 4818. 0012 4814, 0330 4825, 8687 4827, ! 915 4832, 1702 4833, 7227 4896, 4542 4895, 0709 4898, 0581 4897, 7815 4912, 7176 4906, 9077 4891. 0466 4890, 5855 4887, 3911 4885, 1378 488 L 9,134 4881. 4823 4837, 6831 4838, 1442 4834, 4432 4827, 9415 4824, 2404 4824, 7015 4808, 7122 481 o, 3722 4825, 3083 4825, 584S 4828. 5722 4828, 9B58 4824. 0071 4825, 3298 4811. 7104 4807, 7423 4793, 5515 4628, 9387 4788, 3758 4531. 8103 4757, 7163 4628, 6272 4656, 1477 4578, 7462 4602, 7725 4602. 8793 4601. 1542 4608. 1712 4546, 068 4539, 067 4537, 773 4536, 274 4535, 865 4445, 900 4446, 330 4443, 831 4443, 901 4430, 275 4430, 778 4444, 273 4444, 343 4446, 842 4447, 428 4444, 929 4444, 999 443L 503 4413, 513 4489, 8481 ' l ,, ,, ,, ,,, Eo.stlng i0070, 0328 10094, 9262 10092, 6207 10101. 9269 10103, 3102 101.17, 7758 1012L 0226 10116,2007 10116, 6618 10099, 8983 10105, 7082 10120, 6443 10l20, 9210 10123, 9082 10125, 2915 10188, 0230 10186, 5541 10191. 5328 10187, 6862 10189, 5575 10185. 7110 10190. 689"/ 10186, 6332 10181, 6545 10185, 0164 10177, 8587 10181. 2206 10176. 2419 10174, 7611 10156, 8378 10158. 2211 10155, 2339 10155, 5105 10151 0443 10150, 5832 10145, 7614 10142, 0253 10156, 4909 10151. 6306 10095, 2514 10164, 9351 10052, 8004 10218, 2287 10123. 6983 10281. 3137 9838, 0203 10287, 3785 10289, 3756 10290, 3877 10302. 3477 10338. 876 10326, 943 10327, 702 10327, 660 10342, 294 10339, 782 10324, 379 10324, 309 10321. 810 1032L 429 10303, 436 10303, 813 10301, 314 10301. 384 10280, 392 10280, 322 10277, 823 10277, 44h 10205, 473 10206, 9566 '' i I Point Northing CURB ( CONT' D, ) 271 272 273 274 275 276 277 278 273 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 BUILDING 301 302 303 304 FIELDS 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 CuNTR□L 998 999 4489, 9318 4492, 3403 4500, 7005 4572, 9545 4563, 6968 4565, 3024 4565, 239D 4578, 7462 4652, DI 96 4628, 6272 4738. 3529 453L 8103 4766, 3844 4628, 9387 4778. 2995 4786, 9458 4479, 9871 4480, 2083 4500, 2005 "15!2, 1249 4523, 2 I 79 451 L 2935 4510, 7351 4499. 4210 4499, 9793 4372, 5987 4332, 6143 4333, 28/23 43-;3, 2687 4222, 1329 3950. 9036 4267. 5169 4128, 3228 380L 5159 3831. 3521 4158. 1591 4274, 235 4266. 456 4253, 249 4205. 305 4136, 305 3803, 2587 '1213, 4576 4 l 06, 2842 5020, 5208 4998, 027i / .. (.;.·;:~- ,, ' ~-.. , ' 'f. \ \ Eo.s-tlng 10203. 9578 10205, 7465 10194, 4891 10248, 1489 10260, 6147 10261. 8071 l 0263, 8061 9838, 0203 10257, 6714 10123, 6983 10204, 0492 10052, 8004 10155, 3236 10095, 2514 10109, 0845 10015, 7270 10278, 7093 10270, 7871 10271. 3454 10255, 2889 10263, 5272 10279, 5836 10299, 5758 10299, 2599 10279, 2676 10273, 2094 :0272, 0928 10248, 1021 10249, 2187 !0373, 8734 !0328, 4898 10102, 6442 10333, 1518 10287, 3567 10074, 4369 10120, 2322 10128. 093 10287, 741 10366, 665 10400, 956 10389, 422 1029-4, 5328 10361, 6923 10384, 3608 9B17, 5113 10060, 3834 \ \ i \ \ I I I I ' X ,., . i /: •-I __,,I•._ ---- SCALE: ~·=:::):l:::t:I :::;::1 ===:==-i=i 0 40 80 I \ \ \ I I \ \ \ \ \ \ \ \ - LOT L -------- \,, : - ' -------.. ; ' ' : i : ' i i ' CA SHEET 6 OF 6 MCE JOB NO, 35.03 • I ~ L. Ci sl mi m1 : .. u ! I / ; " ' i' '. I I. 'i '' i I ' " i ' ' \ ' t I ' ' I i / I ' I i ' i ' ·., I " : ' ; I.,, I J, I ! ,,,:· ' .J \' I \' ' ' ,, " ! .·_/ /. /' ,/ .' ,'.'' / i ' ,, ' ' ' ! \ ·,. \\ ,,,I ii '> ,' _,, ,' ' , a,, . , ! I / -· . ' C"'" ' ; I I I I .,: ',-"' ',,, '' • ,•'. ----" ,_ " •' : • ·' ' i 15.0 FG 0 0 / """""'""' \ ' ' ,: 1 ().: ·, ' ', NODE NUtv1BER ELEV,!'.\ TION AND SCALE: t:t:=1=1 ::t:=1=1 ===II 0 40 80 \ ', ,/-/ ' •• ..... '•·,., __ _ '· ',, ~" PREPARED BV: CIVIL El\lGINEERING LAND SURVEYING .,· '" .... ·--"' / / .. -,, " ' ' ··----" __ ,. \ \ ' ! HYDROLOGY STUDY ARROYO PARK CA ., i I " .. i ( DRAWING NUM3ER: SHEET 1 OF 1 I ., '!, h ;_, 1:! ' " '~ .:>, ?' 9 ;": m ~~ \ I z c:: I \ ti ~:i ri '0 n. u .,.-,,_ \t \,\ f\ .. ':\ .. fl-, ,, ;"'-,. " \> " ·~ ·11 " 't1 ,, w ~4 -~ ,_., 'i\ n " n ,, ,-; j-,) M l,, I ", '· :: . • __ ., ' ' ' ' -· ,, __ _ fl [;/ D n ~ tf ~ " t;j /J I..1 !J " LJ ,,,, I.; r., " {J tJ [j fj [] fi [/ f'l l,t /J " " [ . • BUILDING DATA OCCUPANCY: RESTROOM: B TRELL!S; A3 CONST. TYPE: VN. FLOOR AREA: RESTROOM GLilLDiNG: TRELUS (2 @ 260 EA.) ' SiTE DESCRlPT!ON: PUBUC PARK RESTROO:v1S AND TR.ELUS STRUCTURES LOT 4 TRACT i 5317 BONITA CANYOM NE\NPORT BEACH, CA 960 S .. F. 520 S.F. SHEET INDEX FOR BUILDING PLANS A-1 ARCHITECTURJ\.L SITE PU>.N A-2 FLOOR PLANS & SCHEDULES A-3 FOUNDATION PLANS & DTLS A-4 FRAMING PLANS, & DETAILS A-5 SECTIONS & INT. ELEV'S A-6 EXT. ELEV'S & DTLS. A-7 STRUCTURAL NOTES, TYP. STRUCT. & MISC. DETAILS P-1 SPECS NOTES & SCHED. P-2 PLUM'G , PLANS AND ISO PLANS, NOTE: THIS PLAN IS FOR REFEqENCE ONLY. IT IS TO PROVIDE THE LOCATION OF 1 '-lE BUILDING ONLY. FOR SITE CONSTRUCTION DIMENSIONS AND DETAILS REFER TO CIVIL AND LANDSCAPE PLANS. 11\ I '° ~J ' 10 w I ' I =1 c:._= NORTH SCALE: 1'1=201 KEYMAP \ 31672 Camlno Capistrano San Juan Capistrano, CA 92fff5 714 661-7127 FAX 714 248-.2599 1214 East Green Street Pasadena., CA 91106 D2G 795-2008 FAX 626 795-2547 PREPARED FOR: IRVIN5 COMMUNITY DEVELOPMENT COMPANY 550 N"w;::,Nt Center Drive Newport Se>ach. California. e:;;.660 (714} 720-2000 r CONSULTANT: Hevi,,lons Dy t\ / , _____ _ 6 t,, j_....::,. _____ ,.._,, ____ ---·· -' --- '\ L \/ ---"= z DC 0 -<( <( ' r, i- z u► 0 ...-CL :::i t') !.O o:r: 0::: .,,... 0 >-0 I-I-Z<( Cf) 0 >= <( LU z <( 0 U ID 0 0::: <( I-u I-D.C I-n::: LU DC -o a.. ~ z 0.. <( <( ~$ I-u 0 Cf) LU .....I UJ z D z I <( I= ..J l 111111 Job No.: Drawn: Chack,ad· I ~I rn I 0. ' z.EI "E8 ~1; EE 0 " g. A-1 ... $ C> -~ (I) rn . .-:-D I Q -' 0 -t; er z >--m :"i 6 C ro 0.0 a: j. .. ~ ,. c,, ' :'.!i J;-, l. __ z 1-, ;, C' ·' " .. "i .: C !~ " .,;·; S/J-0/17 1 I A B ' C 2 I • a ' ;, N 3 i WOMEN, ~DD 102, ~_:c_-"----'6-'-F-'-7_,· 40'-0" 4 PLUMB CHAS[ . 1' >9,;'.G. G e---10_3 ___ _ ~ TE6 '! ! if-I, i~ 16'-o" 10·-2· 3'-e· -10'-2!" ~---,, -------------------J,l,~-------1-t----.;<----+----;<---------+-----+---;<-- 3'-0" 2·-0· s·-o· 12·-0•_1" e· a· 2·-0· l s·-o· __ i--l'2'--·---=01++--=6_'-_o'-·----Jl·"'2:---"o+.1<c..:.3•_--=o-·-,;,_ TYP, 'i TYP. TYP.j_ TYP. XYPNp,rJ I TYP. OPENING ABV .1 OPNG OPNp 'f TYP. --1\ ! I I ' i ; -e---CONC. BENCH !6" H. :,, I "' • 0 { N ! I --+ 5 I 6 WALL Ll:GEND: 6" WIDE CONC. MASONRY UNIT !CMUJ WALL e· WIDE CONC MASONRY UNIT !CMUJ WALL 2X6STUD FRAMED WALL +--------------------------------------------------------------------·--· ---------------------------------------,----------------------------------= SC A B C -+------------------,---------~----------------·---------.,--------·-----------·--------.---------------------------.---------------------------r---------------------------+- t% ,.,...--SPLASH -3/4', 4· ~ PLY. w/ LAM. PL. ~- - ! / . "1·' r"-,-,-i/ --2x4 RDWD. LEDC,ER _ -_,,--~ _ ---_j__ _ _ ~ \VALL BEYOND ) -/ .!\/ \_ 1-/ / Vmr:-3/4-rL Y. f-"-c''·,.,,,_._-------:;c-L·'-','-c'fil\Jltl,1 w/ LAM. PL. -., / r,--.....:~ ---~ -----~ ~--2,4 RDWD ½ ·---....______ 2X4 RDWO w/ l/2~ Q I EXPN. BOLT i24' O.C.l / 1"'----~MAS.WALLS // 1' ------------------/ , ---iNT. F!N!SH SEE FINISt-l SCHED, 1D LAV. COUNTER SCA1....E : 1-v2B:: r-o· 2D E ~ 30 , I/ 4. THK. TRIANGLE PLAQUE o/ / 1/4' THK. CIRCLE PLAQUE . , ,-. [CONTRASTING COLORS NO. E: RErtcR TO CALIF. -• • • • ST ATE ACCESS!BILITY \ I \ [NTERNA• ONA SY' "0 STANDARDS FOR MORE \I 0.' -,-~ ' ' I ' L ,vb L DETA" ON S'G" RED'S OF ACCESSIBUTY <' HDCP .~ ' ' " '--....--/ RESTROOM "' . /4 1,,::,. b~ ;, 3/4' SER!P ,(y ,,~ I "°'"-• RAISED L TR, .._ __ GRADE 2 ~ BRAILLE ( ◊ \ 1~m;EN~1 ;; l 'i. DOOR SIGNS s·so. ,f"'-·-1 3/4~ SERIF ·~ = RAISED LTR. 1 f GRADE 2 gRAiLLE IF LOUVER DOOR WELD STEEL PLATE ~---TO DOOR AT FACTORY l iMA TCH SIGN SIZE! -1---ATTACH SIGN IM:N.!/4" TI-IK.i I w/S.S. SCREWS I ~;----DOOR SECTION @ DOOR SiG~~ \12. __ ~ STAINLESS STEEL I~ EXPM. SCREWS I~ RECESS Sl!}N :NTO ~ CEM PLS1. • I~--MASONRY WALL 1 I It✓ ALL SIGN SECTION @ WALL SIGN ~ .--------------------------+---------------·-------------t--- ti ]E 2E ~j~DJS1~t DOOR AND WALL MTD. SIGNS 3E 1 2 NOTE: OPERATING PARTS, INCLUDING COlh~ 'SLOTS, OF DISPCNSING AND DISPOSAL FIXTURES SH/I.LL BE ',''llTHIN 40" OF FLOOR. WAT£1< CWSCT N.",P!(l'\I QIS?OSAL UN:T GENERAL NOTES ,---.. I , f r;:~I ' ' ~--- fJAPil:IN DISPENSER ~ .... r·-~--- bi I 1( i!_,,,,! __ '_ TY?!CAL LAVATORY ORIN~ING fWNIAJN PAPER TO\\U Dl'SPCNSE"t ""· PARTITION ------------------ rt,,UCET CONTRCl..S MJ;J OPERATING MECHANiSMS MUST e~ ~SlLY OPERATW 6Y O~E HANC ANO MUSI NOT REQUIRE: GRA.SP!NG. PlfllC~lil!G, OR TW!STING (7f Tt\E WRIST. THE FORCE NLEDl:.ll JO ACTIVATE COOTRCt.S SHAU NOT (J(C([D 5 Les. FOR LEVER (')PERA1ED txl 15 LES. FlR PUSH 1Y?L C..~AB BAH BACKING AND ATrACHMrnT SHAU. SE DESIGNto fOR A ;150 lB, POINT LOAD. 5£Lf-O..OSI.'% VALVES Am: Ali..01'/ED if TrlE fAUCl:T Rl:MA!NS OPEN FOO AT LEAST W St.CS. NO S!"!fl.RP OR ABRASVE ::iVRFAG[S ftl.LO\'iEl UNOER LAVATOOY. PROVIOE GEOMETRiC SYWJOLS 1/4" THICK, \'~Tl--< f.'CNTRASTJNG CO.lJ<S, MOUf.lT[[l AT 50•. FOR MEN .Mi EOUILATCR/.L TRIANQ.£ ,1,2~ PER SIDE) A's□ FOR WCMfN A ORCLE 1:z~ DIAME1ER). NOTE: DETftJLS AND DIMCNS:l:(,!5 ftR( f'R0\'1llrn AS m::rr:RrNct: HJ.~ HANDICAP ACCCSS REl.:UIREMENTS. CONTRAClCH TO VERIFY THAT ALL REOiRt=:MEtHS ARE MET FRONT E;.EVATION 4!E TOILET ROOM /1iCCIESSORIES CD CD G) G) CD ® (j) ® CD @ G) @ RECESSED COMB. NAPKIN/T AMPOI, DISP. 'SOBR!CK' B-3500-250 HANDICAP MET AL GRAB BAR "BOBRICK' B-4937 TOILET COMf~ARTMENT DOORS & STILES SOUD PHENOLIC '"BOSRICK'' 1081 INSTlTUTIONAL SERIES w/ STA!NLESS STEEL PIANO HNGE & VINYL COVERED DOOR STOPS. USE THRU BOLTS w/ THREADED INSERTS K ST A!NLESS STEEL ONE WAY SCREV✓S. ATTACH STILES TO WALLS USING CONTINUOUS WALL BRACKf:T HAND DRYER 1115 V. SINGLE PHASEI 'BOBRICK" B-7007 RECESSED SE.A,T COVER & TOILET TlSSUE D!SPENSER "BOBR:CK' B-357 4.60 ROBE HOOKS 'BOBR1CK' B-2116 MIRROR 1S!:E 'NTErnon ELEVA T!ONS} "BOBRiCK' 5-2908 SOAP DiSPENSER "BOBRiCK' B-2112 NOT USED RECfSSED TOILET SEAT COVER & TISSUE DISPENSER "BOBRICK" B--347 4 60 NOT USED HANDICAP TOLET ROOM SIGN !MENSI MOWHAWK s:GN CO. MCA-VM-4 GEE DETL. 3E/A2 COLOR TO BE SELECTED BY ARCHiTECT HANDICAP TOILET ROOM SIGN !WOMENSJ MOWHAWK SIGN CO. MCA-VM-3 SEE DTL. 3E/A2 COLOR TO BE SELECTED BY ARCHiTECT FINISH SC~IEDULE ·FLOOR l. C.4.RPET iGLUE DOVv'Nl* 2. CERAMIC TILE IPAVERSi 3. CERAMIC Tll.E IGLAZEDI 4. VINYL TILE 5. SEAMLESS RESILIENT Fc.R'G 6. CONCRETE !SEALED-CLEAR! 7, CONCRETE f.JNFNISHCDJ 8, 9. 10 . II, 12, BASE A 2· WOOD B. COVED TILE C. 4-RU3BER W/MOLDED CRNRS D. 4• COVED VINYL_ E. NONE F. COVED g-CONCHETE WALL A. 5/8. GYPSUM BOARD B. 2 LAYERS GYP. BD. C, 5/8. GYP. BD. c/ WOOD STUDS D. SPECIAL COATING o/ C.M.U. E:, CERAMIC TILE o/ MASONRY F. SEALED MASONRY IPANTEDl G;. UNFINISHED CMU H. CEMENT PLASTER w/ SPECIAi. CCA TING t CEMENT PLASTER i0 AiNTEDl J. D & H ABOVE K. F & I ABOVE CEILING 1. CEMENT PLASTER (TO PAINT! 2, 1/2-GYP. 8D. IACOUS TiCAL FINISHJ a vr TYPE ;{' GYP, BD. !TO PA!r,ffl 4. 5/8' TYPE 'X' GYP. BD, !TO PAINT) 5, SUSPENclED ACOUS1 ICAL 6, U~~flNISHED 7, EXPOSCD WD. SANDBLASTED w/ STAIN F!N. k-F;:'0':;,Y-'-E::R::-i <·-:---ROOM NAME ;;-6{ ' IOI +---ROOM NUMBER 7A",:_i IA2 I <--f"FIRST NO, FLOOR 1' I SECOND NO, BASE 8, !,.. . . .. L THIRD NO. CEILING -----·--··---WALL MATERIAL DOOR TYPES 10 LliE -~ ~-- c. LOUVER I-~•-->-,· :Ea~ 7-' 4-t ~ -r---f :+'+-~] ~ 1.1· "' lo ' T ;:: '¼- ~ 1 D. FLUSH • E. FLUSH W/HALF GLAZED PAttl. W/V!SION PANEL 1. KL DOCffi 1-v•r rn:cx, tJo.N. '1. T'(f'!CAL 000i1 FNSi1 UO.N. 0/11 SChtOU...l'.: ;;!, "."YP'.CAL. WOOO FACING= F£D !ili'Oi WOOD " TllA.'..s<'NEt,.'T S TYf'!CAJ.. DOOR GONSTf\JCT!Oili \J.:JN. ON SCH::rut..E: F'I..ASTIC LAMN>.TC ~ TEfiU~ HOLLOW MET AL ~ f'A!tfilD Af.~M = COLCfi M..ICOIZED ½'DOD ~ SCUD WOOD CORE. FlA~ AESrlTIVI: CO/'iE fO~ Ff!E AATE:J DOOi'! Wt' RATf\lG. OVER 20 MMJTES. l'LAST!C '..At.tr.A TE " GOLD WOOO COfiE. fn!: ~SlSTlVE CORE fC.'l Ffif RATED OOQi, W/ RATJ,JG OVER 20 ~ES. HCt.LO'N M;T,'.;,. "-STEE;_ I;,. LEAD LINf.D WEIGHT ANJ LEAD Q.ASS $-!ALL MAT::::M ADJACl:Nf f'l•.1-·r.moN.. U.O.N. 6. EXIT DOORS st'✓,LL 6E O!'FNASU'; rRD!vi W...OE Wm--iOJf USE OF KEV Of! /.NY S."EC!AL KNOW~EDGE 0~ ~FFOfiT. ;3"--..___, ~/--DOOR LOUVER OR 1" UNDERCUT ·-.X--ABOVE HIGHEST FINISH "'v ' ~ y-THRESHOLD __, AT, • ;, I Ii ;'/;.--------DOUBLE ACT!NG , WHERE OCCURS II ; 1, .----------r----------·-" DOOR 1YPE ,; I , , , _,.-----·--DOOR SIZE ~il!(_...._., I FIRST NO. ~OOR MA TERIA.L 2~ -L SECOND NO, HARDWARE SET • THIRD NO, GROUP DETAIL DOOR SIZE DOOR & FRAME I. IPAIRi 2•-10• , 7'-o• 1. HOLLOW. MTL. !WEL~-D~E,0D~I __ _, ,~~==~~~~------ 2. IPAIRl 3•-2• x 7'-0" 2. WOOD/GLASS & WOOD 3. 3'-0' , T-0' 3. STEEL 5. VERIFY 5. a. 3'-s• , T-o· s. 9. 3'-0' , T-o· w/ OPNG ABV. 9. 20. 22. LOUVERS !GROSS AREAi THRESHOLDS L-1 I 12· X 20· TYPE DTL L -2! 12" X 26~•-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-.:,~A-J_.,, ... A-L_U_'M_i_N_U_M~T~-~2~4-AP_P_R_O_V_E_D.,_-=, =--i -----AS. : ALUMINUM STRIP 5 D I, r PREPARED FOR: IRVINE COMMUN!lY DEVE'LOP~.IIENT COMPANY Revls!l'Jn e:w Nc.".'?Om CENTER oruv~. S\.!ITE 010 N::,,._.'?Ofrr ~. CALIFOfiN!IA~ (1'14)~ D::::!gn by:; Ctty !JQh::l D.:clgn Alrt~ ~ E. Smith, AJA 244 HIU PL.c,.."'$ Oxus M~ Cc!:tomh S2327 714 845-1455 08~ Chipman Archiiecis John E. Chipmari C19954 31411 Camino Capialrano Sulfa 300 San Juan Capistrano. CA 1714)248-5585 l-.- Jc-b Na. Dr11.wf!',_ FLOOR PL,AN SCl-lEDULES 97-523 ~ z w <::;::: ,c:::::; :J 0 0 0 z 0 -t, :J 0: t3 z 0 0 _j <( a: ::J t, w 1--I () ~ 7 m u, C ffi 0:: • I i i , I I. ! •· ! I -----. A B 1 ' 2 ' UTILITY BIJiLDING FOLJNDA TION PLA~~ SCALE: l/4' = r-o· SiM. ' 0 I ' '" ' r-CONC SFAT ; 16" H. TYr. _j , 2C A5 4 V 16--~Jr i I 5 TBELLiS FOUNDATION PLA.N 1·RELLIS FLOOR PLAN TRELLIS FRAMING PI_AN I • • • sc F 1 • , o· "CALE· l/4' = 1•-N• -+--"S,.,C"'A-'l"-_fs.·:~I"-/-· " .. : _=_,,1_--"0;_. ____________ , __ ~-----------------------~-'=A_,L=:'-"-/-'Ll'-' _=_,_i_-·.:c;• ________________ ~------------------------~-·~ " • , v D I 1D 3D 40 , • ADDITIONAL •3 TIE / WHERE MORE THAN ' ',,'/ / (4) VERTICAi_ BARS ! OPEN'G WHERE , ' I OCCURS • !"". / "///.✓' 1✓✓,·,,✓.~✓ '/":/'' "// 1_ ,,,,,.,,,,, -·· --· -·------! i--,H---+.,18/-·_· -j,;+-"+''-·-1· %+--+--½--''91··. v . I ~,, '/✓ r:;.u ;; 1:-,,.:'",,, ~ .d _______ , _______ ! "---,,__ ~ •5 VERTICAL BARS PER PLAN WITH 43 TIES AT s• O.C. 5D TYPICAL SLAB ON GRADE 4" CONC. w/ t-4 <!ll 18"0.C. E.W. @ SLAB CENTERLINE o/ 2" SAND o/ 10 MIL VAPOR BARRIER o/ 2" SAND VERIFY w/ SOILS REPORT NOTE: SEE LANDSCAPE PLANS FOR CONC. PAVNG OUTSIDE OF BUILDING. SEE A7 FOR TYP STRUCT, NOTES & DETAILS I GB-1 J 18" WIDE UNO x 24" DP. GRADE BM. w/ 13)•5 T&B & •3 TIES " 12" o.c. 26" WiDE x 24" DP. GRADE BM. w/ 13)#5 T&B 8. •3 TIES 11' 12" o.c. 12" WIDE , 18" DP. GRADE BM. w/ 12!•5 T&B SliEAR PANEL. w/1/2" STRUC I PLY. IBLOCK ALL EDGES) w/ 10d COMMON NAILS 11' 6"EN, 12"FN 3x STUDS ~ ADJO!N!NG P,\NEL EDGES & SILL PL. Vr AB Lil) 2'-0woc w/ 16d <!> 4" cc SILL PLATE NAILING OR 5/8~ AB ~ 3·-e~oc w/ 20d " s·oc SILL PLATE NAILll'-JG SC INTERIOR SHEAR Vi/ALL FOOTING SD SCALE : r= r-o· A B ' D ~--------------------------1--------------------------r-----------------------·---t--·------------------------t--------------------------i--------,,..----,,-..----,,----------r E 1E 2E 3E 4E 5E 1 2 4 5 F!N. FLR. PIPE COL. FOOTING SCALE: r=r-o· c~. ---ii---PIPE COL. 6 ' r--PRECAST COL, PRECAST CONCRETE PAD MATCH COL. '<+ "--COLOR & FINISH fc,-CONC. SLAB • / 6E E 1,P~ll I I 11 I ii 1 I J I I~ 1214 !=act G~>an Stratit ~d!:1"3. Cellfornla 91108 626 7SS-2000 828 785-:2541 i PREPARED FOR: I ' IRVINE COMMUNITY DEVELO?l\4El\rr COMPANY tcO N9.i',"PC!Rf CENTER OHiW', BUITE too N:E.s•,?Offf ~"\CH, ~ ~:ID (714)~ Oc=;!gr. by: ctl,y Ug!ro ~gn Allicrico Kcc.'r.ll E. Smtth, AiA 244 H11! PL!xo creb M'.X!!!, C::l!lfom!a 021327 71484&1455 DBL Chipman Archiiecis Jahn E, Chipman C19954 3l4ll Cam:no Capiotrano Suiio 300 San Juan Caplsirnr.o, CA {714)248-558:S I .1r.emmn -:1__ &t~.--1--------- I --1 ~ z w 2 V :::::) d.':::! ·o =or' Lih:. 0 i', v- Cl') LO 'I""" I~ ' 0.: I-~ 5 ,J ~ <( Q z fi, z 0 0 -0 §2:C - t5 zo ► <c:ti'.l :::::) a: 0 000 I- oc ~b: 00 z oc ~2 0 0 ~ 00~ ,J <( w z a: ::::, l: t5 ~ LU I--:c (.) 0.: <C. L_,___ FOUND A TIO~~ PLAN DFTAILS L Job No, 97-523 Crawn r-,.ui\W· i Ch&cksd ----- I L-------~ I I I I r:Fil ~j I ' ? ;:-; D c ' ' \ --1 01 TI 1" <, <. L, G'J 71 C! •7 ; :;,. ' [JJ fT, JJ ? L..--··"-·-~- l r-' ,_; j ~j ~i z GJ z -- 1'/ll/r:1 f;/JIJ/'n 'il/:;IJ/i1 ~/n/sii ' B 1 UTILITY BUILDING FRAMING PLAN SCAl.E: I/ 4" = l'-o· NOTE: SE];_pET AJhS 5D 2C A3 AS FOR WALL REINFORCEMENT ,,--4X RAFTER PER / FRAMING PLAN ,/ / . ,/~ I I I ? I 3 I ,~ NO BLOCKING I ' ' ' I : f. ' . 'sD' 4 I ' ; 6C i', '\..A5 V V I I 5 5/8. CDX PLY IP.I. 32/161 BN. & AT SUPPORTED EDGES: IOd AT e· O.C. F.N.: IOd AT 12· O.C. 0/ 1 X 6 T!G D.F. DECKING USE COMMON NAILS ONLY 6 A El \ \ Jc~E!c~~--~-AVE@ WALL iC SC -1~'-"--';.c;_......;....,c_ _______ , _______________________________________________ ~--------------------1~. --------------------~-------------------+- ---MATCH WIDTH OF BEAM r ~- ISOMETRIC 4-------3 GAUGE GALV. ST£EL PLATE FACTORY PRIMED @ COL. 1 2 3 MTL. ROOF // 2 P.OWS B.N. o/30• UNDERLAYMENT • 1 // PL y o/1,6 T & G D.F. DECK'G \ / /.~/ w/12} 16d TO NAILER TYP. l1)j7i'> • -··---k TS r!'k·-1 r?"-~, I • ~'1~'··'-4x8 CONT. NAILER w/5/8" V l\,, "., DIA AB <" 16" oc i ,, CTRSK. i/2" MAX //j ··•,21 •s TOP CHORD 1 -.EK(LE0,1_ -FOR ADDITIONAL fc\ 'f' INFORMATION SEE \-=:; ..__ -~- 4 ---.._, -<c---4 x 10 RAFTER " 24" O.C. ~-- RIDGE BEAM SD 5 ;._ - MTL. ROOF o/30• UNDERLAYMENT . , I Ir RAKE SCALE : r:: r-ff /2 ROWS BN / ,. PLY o/1x6 T & G D.f, DECK'G /,, /-w./(2) 16d TO NAiLER TYP. //~// m D {80 I 51E 6 ri l i r 1214 Ed Green St.Test ~f13. Cd!to:n!o 01100 823 796--2000 628185--2547 PREPARED FOR: IRVINE COMMUNITY DEVELO?ill'IENT COMPANY Re Vision 5:0 N:?.","?Om" ce,.'l'Sl OJtl\'E, CUfTE cc, N_Pq,",'?Ol'IT B::."~. CAl...lroH~ ~ (714) ~ Dceign by; atv Ught'J De::tig:n /IJl!o.noo ~ru:.,-, E. Smith, l!JA 244HH!Pir..co Coc:b M~ Cci::'omla G:2a21' 114 fl.<5-.1455 og~ Chipman Archilecis Jchr. E, Chipman C19854 31411 Camino Capistrano Sulie 300 San ,Juan Cap1;.trnno, CA (714)248-5565 L __ _ Dntwn FRAMING PLAN DETAILS 97-523 --1 Check&d ZSI ..,:Z JO "-'-' <C ii; "' C .,, a. I I • I • . ' ' r: 1 5 ; :,; L._ _______ J ~ r l 1 A 8 2 l 00 • I ;:, 4 x 6 P.T. t WJTH 3/4~¢1 x !Oh AT 24. O.C. L ,~NCHOR BOLT NOTE: SOLID GROUT ALL MASONRY WALLS ffYPJ 4 K P,T, P... w/ l/2'¢ x 10· L A.B. <> 24' O.C. OFFSET PLATE SO PLST. IS FLUS Ii w/ PLASTER BELOW • 121 • 5 HORiZ. 3 I ,--CEM. PLST. o/ 1 3/8~ EXT PL YWD w/8d "' 6" EW.M ~•-f--ALUM. GRILL SIGN.AGE I . ' ol -' "' 4 2 X BLOCK.G -\ I 2 x 4 STUDS ~ 16" O.C. CEM. PLST. o/ 3/8" EXT. PL YWD ~~rl:lFIXTURE \ \ ~!416Xl6GALV. 2 x 4 -l \ _ MTL. SOFFIT VENTS i \ / CEM. PLASTER .~ /4 r RADIUS CORNERS TYP. ~;~~::~r~~~~~;it:· :!:•3adrrne.ffl1 ~ CEM. PLASTER \ \ ,, I ·, 1 -~2X • ( i •5 HORIZ i' ~--4 , 6 P.T. t wl 1/2'<1> 10" L A.o. <' 24" O.C. ~-+1+---V2~ CDX. PLYWOOD y c/2x6~16·o.c, ·--6 x 8 x 16 C.M.U. w/ :t5 ~ 48~ HORIZ. ~5 ~ 32~ VERT. !;!+---· LAP REINFORCEMENT M!N. 36~ '115 DOWEL ~ 16v O.C. ~--1/2" RADIUS TYP. b<!:t----•5 CONTINUOUS SE (!JE ( ' :: I co I 5 SA ! V. ., . ' .. :, '! 6 4x P.T. PL w/ 1/2~ DiA AB, ~ 24~ o.c, "i+---2 x STUDS _, 16' o.c. H---3/8" CDX PLY. U.N.O, 7 /8' £SEE SHEAR PANEL SCHEDi . ,,,....--PLST. STOP • --.' -E---SEALANT -, :::/?--OMiT CEM. PLST. ~ CMU /.Jc,·.;i..' INTERIOR WALLS ff1l1(rl;f---C.M.U \ j - TYP. STUD WALL @ lv1ASONRY 6A SCALE ' 3·0 r-o· SEE SHT. A 7 FOR TYP. STRUCTL NOTES & DETAILS 7 -------+--------------------··--+--------------------·-----i-----------·--·-------·-+----------------------------------------- A B 1c \/'✓ALL SECTION 2 C VvALL SECTIO~~ AT REST ROOrv'i ENTRY 3 C V\i/\l_L SECTION AT PLUMBlf,JG CHASE 4C BUILDING SECTION 6C-1 ct-__________________ ,· ________ ..,__s_c_AL_E_, _v_r_=_·_.--_o_· ________ .. _________ ;_-=......1_:S:.:C:..A=L=E::.:::.v.::2:..·•...:.f-..:Cf:..:... _________________ _:=...=....J. . ..::S::C:::AL::;E:.:.::: v2·= ;-()'" SCALE: l/4"• r-o· • .' C D I ·-CONC CURB SOUTH Vv'EST ' 1-----..l l:(~o_·J ' _ __]_~ WALL iN FOREGROUt'-.JD tr M:M -19" MAX. -' i OP OF T Oil.ET SEAT NORTH ' LIGHT FIXtURE - I " 7 -© "----PROVIDE PROTECTIVE WRAP PER HAND!CAP CODE nYPICAU I _ _j EAST -□□ l LJ~ r·-□□I L== l~~TERtOR EL.EVATIONS VV0~1ENS RESTROOM 5D I TOILET ROO~vl ACCESSORIES SCALE : 1/4'= r-a· ---·--------------------------,;:------------------------------------------------~:'.'......! Ci) i ' j E EAST . SOUTH RECESSEJ COMB. NAPKIN/TAM.PON O!SP. "BOBRICK' B-3500·25c /\~.q., 0 .. 2 'HANDICAP METAL GRAB BAR ~BOBRICK9 B-4937 I -~ I SEE WOMENS INT I CD -~ FOR SIM. NOTES I r Ir MN, -19" MAX, • ' , TOP OF TOJLE1" SEAT I b.. i . ..,,,...-: L ____ __; □□ □□ ' i I r••-!--1 1------s-~, : J WEST l •·-J ! ~ ; I i ! ~-I ~, NORTH , ______ , I 1□□11001 tDD I NOTE: ·1 [7[-JI 1□:J l[.]"17 ~ TYP. T~IM AROUND _J -I ,. ,~ I OPENINGS TO BE I □□ □'□ '□"1 CEM PLST. o/ / I -11-L i I_, i 2x6ROWD. - L-.-----c_ ___ J r:7 jo 0 !- -br ~i CD 0 CD 0 © © © CD TOIL.ET COMPARTMENT DOORS & STiLES SOLID PHCNOL!C 'BOBRICK" i081 SERIES INCLUDES STAINLESS STEEL PIANO HINGE & VINYL COVERED DOOR STOPS. USE THRU BOLTS w/ THREADED !NSERTS & STA!Nl_ESS STEEL ONE WAY SCRfWS HAND DRYER ms V, SINGLE PHASE) 'BOBRICK' B-7007- RECESSED SEAT COVER & TO'LET TISSUE DISPENSER ·aoBRICK. e-3574.60 ROBE HOOKS "BOBRICK" B-2116 MiRROR /SEE NTERIQR ELEVATIONS! ~BOBRICK" [3-2808 SOAP DISPENSER. 'B03RiCK~ B-2112 SHOWER GR1\B B/,R ~BOBMICK~ B··-190-·36 RECESSED TOILET SEAT COVER & TISSUE DISPENSER 'BOBRICK' B-3~74,60 TISSUE DISPENSEP --BOBHICK~ B-388 WITH SOLID WALL ANCHORS 1257 SERIES! HAND!C/'1P T01LET ROOM SIGN iMENSJ h10WHAWK S:GN CO. MCA-VM-4 SEE D[TL. ?B/ A6 COLOR TO BE SELECTED BY ARCHITECT HANDICAP TOILET ROOM SIGN lW:JMENSl MOWHAWK SIGN CO. MCA-VM-3 SEE DETL. 28/ A6 COl...0-R TO BE SELECTE) BY ARCHITECT SE gt;;~:;:;;;;;:~-;;:-;:~-;-:-:;::;;::::-;;::--;--;;:;:-;:-:;:;;;:-::~;::::::;--;-------------------------------------------------------------------------·------------------------~--------------+--------------------------~ ~ INTERIOR El.EVATIONS :VIENS RESTROOfvl 6E e SCALE : 1/4'= r-o· 1 2 3 4 5 D E ' 1c1 Jc1 TTJ)I: il 3"1872 Ccm!no Ccp!straro Sen Jum, Cep!~. CA. 02676 714 651~7127 FAX 714 248-2599 1214 ~ Groon Stroot PllCCdcru:.i., Cellklmia 81108 628 785-2008 628785-::'541' PREPARED FOR: IRV!NE COMl\.1UNITV DEVELOPMENT COMPA.i\lY 550 ~.'?ORT ~ 00:IVE, SUITE a'lO N'S,','?ORT BE'ACH. CALIFORNIA~ (714) 72.0-6500 Oan!gn by:. City L!gilt!l Dm::lgn Alll3."1e& KemlM E. Sm!th, J,JA 244 Hi~! P!...c.CfJ coota MUM, COllfOmlo 92821 714646-1465 ogL.1 Chipman Architects John E Chipman CJ9954 31411 C9.mino Capisini,no Suite 300 San Juan Capistrano, CA (714)493-2904 INT, ELEVATIONS \!VALL SECTIONS. 111~1~1 ~fl~~., " C 97-523 • Job No, " ,_E ~8 Dra'hn NUNN ,_ EC E • Chi,cked o E u~ 0 •• .£ > > 0 A=5 ~"' ..1 ; 0 I :z I= «z ,Q o:u j '" "' ' "' N ' "" ii • C, <( -" • Ul C .:, ~ ' I I ! ' ' ' ' I I ' I I ! f ~ 0 ~ "" v ~ ' {P"u 0 :0 Ii; <:.. ~ ~ GJ z L ;: co rn ~, -L' -~ ~ ; "'.'v~ /~ ~ ,,,_.,_. w -~ - Q/'30N7 A B D E 1 2 3C A5 r ii i ' ii -' -T , lf "7 -i TT l it' ' '1 ! 11 I i I ' I ' I I I I I ii I I I i I I I I! 11 i ! 11 I I I 'I ! i I ! I I I II 11 I I I ! ! ! I ' I !1 ' I i 'I , I I I I I I ! ' I I I I I l II I II I I I i 11 II i ! I 11 !1 I l ' I ' I I I ! ,I i ,I ' 11 I ,I ! 11 ' ' I ! I I, !1 1! ii ' ! I !I II ! ! ' ' ' = □□ ID□ ! □□ □' J ! □□ □□ □n □~,l I □□ □□ □n1 n,, =i ' _,I • ' --··-- • !·1 ' I ' ! I I I I I ! I i • • ,_ 0 6 L 12 12 ' :/' -if? ,, □DI DD' □□ I 0011· □□ □~1 L.J (rc 1 l□f"l 1[] l'Jl-J L ' I --" -( - ® I 11 ' I i I -I SIM. -· ' l1t2E, i • I"'-I " il\----t. I @ I I I i II -' q ' 11 I i i ' / --) ' i-1-:, I I --~-----· ---il • R, SOUTH 3 1 ' i' ,r I I I I ' I I I I I 11 11 II = □Di □□' [7□ _, - -l -Cfil.llBL.ffi ACCESS ~ WALL PLAQOC ~ EAST ...,, "" I I I ! Ld '"' ...., IE , --I 4 LI • _j 12 ,---·--· s ! "I ,, lri"-------- I I I ' .. 5 "' ' ..J \NEST ' NORTH 0+ I I ·r-2· ' • ii'-1 I • I I '," I I " I -" I i I I ' I i ' ~r-' I I ,_ I ,' I I i I ! ' ,I 1 ! t, ! ;1 ·-' I: I • • r1 n 1 n r1 n n n n c; □ □ □-□-~□~□~□~□~-~ ~, -;F"""-r--"----''j,-' --,---,---------,--_,,...2& Ff I RI 'H~- J' DIA. ' -AUGN SEEMS W/ RAFTERS TYPlCAL 3 {;, 2 I i '-~ ' I 6 ' 0 ~ I ! "-I ' -0 ' I '"I I I ' i COLOR/MATERIALS SCHEDULE ~ 0 0 0 0 ~) 0 0 ~ 0 0 ITE"M ____________ , ST ANDING SEAM MET AL ROOF CEMENT PLASTEM PP.INTED CEMENT PLASTER TAiM PAINTED PRECAST CONC. TAiM MODiF-!C:D SCD-M3::iA COPPER GUTTERS & DOWNSPOUTS STEEL DOOR a FRAME. ALUM GRILL PAINTED (DURANAR m~ ALUMN.i EXPOSED WOOD fM~D. SANDt1LA8TEDl STAINED / OL YMP1C 12 coal$ scllC:l PRE-CAST CCNCnETE SF:AL::"!l INTERIOR PLASTER PAINTED SPECIAL COATlNG W/ BLOCK FILLER EXT EAIOR SHEET MET AL LAM. PLASTIC COUNTERS & TOILET PAfff!T)ONS HANO DRYERS COLOR MILL FINISH COPPER NATURAL PATINA CUSTOM "FAUX FNlSH TO MATCH PROJECT ENTRY, N'PLIED B-Y: KURT SCHM:DT ART STUDIO 714/631-3438 FULLER O'BR!EN tG-87 'BOULEVAHD~ SIER~A CONC. DE.S!GNS SIERRA STONE, 'CARAMEL. MII....L FINISH COPP~8 N.ATURA1_ PATINA AMER1TON::. 1UM20A 'BASAL 7# ~TAUPE' SIEnRA CONG DESIGNS; SiERRA STONE, "CARAMEi_· FULLER O'BRlE.N *G-87 ·Bou;...EVARD~ F:..;LLER OBRIEN *G-87 ·sov:...EVAR'.Y FULLER O'BRIEN alG-87 "BOULEVARD~ WIL.SON,"-.RT -PEBBLE~ B:JBR:CK t889 GREY NOTE ALL EXTER10R H.ARDWAF€ TO BE OIL RUBBED BRDl'JZi:./DARK APPL y CLEAR ANTI-GRAFFITI SEALER TO EXTER!OR OF BUILDING, sum--... H S/!Jv1PLE Of PA!NT FJN:SH WITH SEALER FOR APPROVAL BEFOP.E APPLICATION. !-----------------------------------------------------------------------------------------------------·---------------------------------·"-··-·----i INTERIOR ELEVATI01--JS V✓O~AFNS RESTROOM SCALE : V4"= r-o· \ l l ft7--__; v 4• EXPN, BOLT USE SIMILAR Ml LS. _ ~---COPPER STRAP TRB & Al JOINTS MATCH DOWNSPOUT MET AL DiSCHARGE TO SPLASH BLOCK ,,__ ___ CONC. SLAB OR STORM DRAIN SEE CIVIL PLANS FOR STORM DRAIN CONNECTIONS & SLAB AREAS 1 I I " L 3 @/4 SLOPE PLST. ~ ~?tw ~.% PLST. o/ R!GiD FOAM ). ; 1/ ~--2,B RDWD i w/PLST. FIN. ·-J!f, I j CEM, PLST. -----+-f'•·t I i i , u· ,-+_ ALUM. FRAME DR. FRA!v'E -----;'~; l ! -SEE DTL. 6!:/ A4 I ! ', tt':> SIM" ' ' i : I -I : 4 6D __ CEM PLST. \ a/:?~6 RDWD. \ :115 VERT. 5 6 A B ~ l, D E l ! 101~ I I , I I j 1· - I 3181".i:! Cemlno Cep!etrsno Sen Ju.en Csplctm.no, CA Q:?'616 714 CSi~7127 FAX 714 .248-2589 1214 Enst:Gre!:ln Street r..w:aena, Celffomln 91 i 08 626 785-2003 628 785-2547 PREPARED FOR IRVINE COMMUNITY DEVELOPMENT COMPANY oo, NB>JPOHrcaJYER Mr.IE, cum=.soo ta\?Om" e~ CAU!"ClRNl4. ~ ("tt4)~ Dc::tgn by: Cf!y Lights ~!gn Amcrics 'Keen.M E. Smtih, /lJA 244 Hlil PLt::zo eootn Ms:m., Cc.llfomla 92827 714 645-1465 08.ti. Chipman Architects John E Chipman C19954 314H Camino Capitifrar.a Suilo 300 San Ju&ri Capistrano, CA ff14l493-2904 ------------- r;;,,,, <;;= I \,r'* f5 Cz~ ~ ~ t5 d J::,b ~o. Dr.:.Wl"i ~ r::_:::, @b ~ ~~'-, @:, 57 ~ cc.,, "' (Q) ©~ t©) ?? ~~ ' -1 © ©@-l} ~~ @b ~(O' [Qb c,1/ ' ,!} '""~b (Qi\ ., ~ ,! '::, r@ro,J rJlJ] =:/ & ?i c::.b [l= ffj) ~ ~ '--J <'.':.5 d (O) (Q) (Qj ~ 'o:-~,di [f' ~ ~ r~ 1.- (c@ '-' > ~.:;, (Q) g ~ (ct~ '.:5' I~ 'S ij ~ ~ l(Ji\ , _v (l[c: -~ 7 I 7 EXTERiOR I ELEV A TIONS 1 DET AIL~ __ _J ,., C • 97-523 "- ' E "' ~a ~u• "' NUNN ' ,_ '" " C N E o ' o E Chackfl,:1 u~ "' a •• .!= > .E > • • A=6 ~" Q _, < l 0 .u "' • z>-"' ,.;Z C _;O • o_U 0: I : I ~ 1 \~ I ' .. ~\J co I (<""'\ i I-------1 ' ,-' j I :::: i Dj r-' ~' I ;J j ·n :µ J 1' ,;-: I :.) ,_';.?-1 ~ " >• " :;.: ' ;1 , . ., 5) ~ ! 'J ! Gl i t: ,-! z! ~ . ; .,, ,:, ' ~I ' ;;:,! u, j> ~ ·1 ,, I ml [ ) rr; l ;,-JJ j -,, I :r; 7 j-, __ ' I ' ' 1 I 2 I 3 I 4 I 5 I 6 +-------------------------------,---------=------------.,_ ______ _, ____________________ .,_ __________ ..,.. ________________ .._ ____________ ...,.. ____________ _,._ ___________________________ ,.._ A 8 C D - E [ ilill_Jllll ' • _jl I ~--•4 CONT. TOP & BOTTOM 18 121 TYPIC.AL FOG:::: OF Sli\B \ , TYP. AT ALL MASONRY WALLS I USE OPEN END BLOCK w/OPEN , END NEXT TO CLOSED. ~ ., ' ,•, II . \'-', 1--SOLID GRO•JT TYP. I . \ I u ~ '1_TYP. AT WALL TO WALL KNOCK OUT SIDE OF BLOCK SO THAT GROUT FILLS BOTH SELLS AS ONE NOTE, SEE DTL, 4C FOR ADD1-INFORMATION TYP. tviASONRY VVALL SCALE: N. r.s, ~-"rr-' I ~---WALL VERTICAL REINF. l < :,-I I • r • u, I WALL BEYOND ----~ 2A NOTES t;: I\ \ / ; \ i z'j,'i ~-= -=-'4-= _ 1..::::::-.= ..=;= 2 ~ \ I \ t ~ f";;,..=;/*1 =-\::: , --DIAPHRAGM ro \ \ \ \"--r SHEATHING -,\ --~1'~,.. 1 f ,,.. r--JOISTS BELOW --f I d SHEATHING 7-\-"=!=- ~/.=if _j.-1-!-/~:_':'_':'_':'_:'._PRO\liDE EDGE NAILING "' DISCONTINUOS SHEET r--EDGES [S_·-c~--'-~t=L ~. ~\ _\ <-7 =r __ l; ~2--0· ~ MIN, SHEET WIDTH ...._,_, PROVIDE BOUNDARY NAILING "' CONTiNUOS SHEET EDGES PLAN I. RUN LONG DiRECTION OF PLYWOOD PERPENDICULAR TO JOISTS. 2. SEE PLANS FOR PLYWOOD THICKNESS, NAIL SIZE AND SPACING, 3, PROVDE MiNIMUM 3/8' EDGE DIST ANOE FOR NAILS. 4. BOUl,:)ARY NAILING APPLIES AT ALL DIAPHRAGM PERIMETERS. ALONG BHEAR WALi, LINES AND ANYWHERE CALLED FOR ON THE ORAVv'INGS. 28 l-YPICAL SHl=ATHl~IG VVH2:RE ANY SIDE OF OPENH\IG IS LESS THAN 2·-ff WIIJE, PROVIDE *4 HORIZ. "' !6. o/ c W / ST ANDA RD 90 HOOKS AT ENDS ·N TYP WALL REINF,: ?-•s CHORD BARS I •5 \/EATS " 32' o/c TYP,, U.N,O, ----1 I '-'5 hORiZ {?, 4ff o/c -\ -1 2-•5 BARS o, ALL \ •,! EDGES OF ALL ! I \ OPENJNGS, U.N.0, \ I •s BARS I I·~-, NITHIN 24~ o,LL PANEL " _, rDGES -----:1-H+l--'»I 21 EA FACE ' ! YP: USE --ll+lt""·--' / I ~!NTEL Bl_K, I i I I a/ALL OPGS I 44 HIil PLcce [r-FINISHED FLOOR CONORET~ _/ BOLT SIZE EMBEDMENT 1/2' DIA 5/8" DIA Ii 3/4" DIA. 7 /8' DIA. r DIA. I TYP. ANCHOR BOLT FMBED. TYPICAL HOOKS AND BENDS M:NiMUM BEND DIAMF1ERS 4· s· a· 7" OFFSETS AND SPUCES eo r-BE:l\O MINlMLJlvi !NSIDE DIAMETERS 135° BEND TYPICAL STIRRUPS AND TIES 35 T'(PICAL REBAR BENDS 40d -~ BARS_ TO ,MATCl-l I I HORiL. RE ~F. I I t-40d 71 I \ V 1 1 ll11 , I I "' --1---1 i H---l I ·-PLACE VERT REINF. ---I I[ • H l / "' CENTERLINE QC: WALL '"'-: /' U.N.O. I --.,, . ,~ , •tH'h,= ~ I' d ;:; DIAMETER OF RiENFORCtMENT 1 I l I --~ !I~ rm:,--~ti I, ,, I I " I , I i I 40d/24· I ><1W ,~TOP OF V FOOTING CORNER l~JTERStCT!Of~ 8UNNING 1 BOND,TYP ~, ! .I'---tl#!"MIN .. TYP, ,f • SINGLE LA YER REINt-ORCFMENT 4A I 1 . I ¼------------,-· ---------------+------,-------------------+--_;;==;;;;;;;;:======-;;;;!;;;=========----+-----------------------------! 1C TYPiCAL ~./1,~SONRY Llf\JTEL 2C TYP. fVl,1\SONRY CONSTRUCllON 3C REINFORCEMEl'-~T @ CORNERS 4C fo(psH Gr40 Gf6( Gr40 Gr60 Gr40 GreO Gr40 GrCO '14 21 I 19 29 26 40 37 56 51 77 TOP l-20_0_0_f-"12~_,c,15c_.;-• -'1-'4_.,o>c:□:.-1-19=--_,,2,,s--l-""27,___4c,0:_+-4-8 __ -",2=---l! BOTT. 21 19 29 24 36 31 46 42 56 I TOP 3000 4000 14 12 14 12 15 14 20 17 26 22 33 30 45 BOTT. 21 19 29 24 36 29 43 36 54 TOP 15 14 20 17 28 20 31 26 39 BOTT, SOOD 14 21 1j 19 29 24 38 1 29 43 33 50 TOP ,_ __ ,_,2 __ 1s_,,_1_4 __ 2_o_~l7 __ 2_e_,_2_0 __ 3_1_.,..__2•_. _3B BOTT. I fotpsll !Gr4C Gr60 Gr40 Gr60! Gr40 Gr8 Gr40 GrSOI NOTE:: ~·---=c-c:-c-1--ccc--~-+~~-:~+=c-=-,--+THESE VALUES :WOO 67 100 85 128 108 162 133 200 AR'.': FOR NORMAL 48 72 j 61 91 77 118 95 i42 WEIGHT CONCRETE. -I MUL TtPLY BY 1.33 55 82 70 104 88 132 t08 i63 WHEN US1NG LIGHT l--3_o_o_o--;~3_9_,~-9~_, __ s_o __ 7~•~i-6_3 __ 9_5--J--~' 7~_11B _ _,J WEIGHT CONCRETE 4000 5000 48 71 34 51 43 84 30 46 60 so 78 115 94 141 43 65 55 82 87 101 ,54 81 68 I 3e 58 4a 103 84 ,a I m, 126 90 I tF===--11 I===,--.:=== I I ANGLE I I I I INTERSECTION ~J _J ~---1 END DOUBLE CURT A.IN SINGLE CURTAIN LENGTHS OF BENDS Sl-lALL BE THE LARGER OF18" OR AS SHOWN IN T'/P. BENDS DETAIL 4B 2D TYP. CLASS "C" SPLICES 30 REINFORCING B1\R BENDS BOLT SIZE M:NlMUM 1 EMBEDMENT I 1/2" DIA 3 1/2. 5/8" DIA. I 3 1/2" I I ,.,. 0 ---- r . . . '/' ------'\,---,7 © • LP!?E THROUGl-l A-• ---j~_FOOTING I , "~ > 1, FOCTiNG I~ (Q)_, _I 1 I \ PIPE BELOW I / :._j2 \ 2 ~-+--' FOOTING --+---'«~ \ A I \ ___ SLEEVE ,L___ -a· CLR --NO EX~V.ATION BELOW THIS LINE SECTION A-A -3~~~,;:-r-3 v2· I ~ 7 /8~ DlA "r 1 ·- : •• I • ... -~QI~----_'.'.,,!-'.'.~::_ ___ j ~o~~8P1PE SHALL.PASS Tl-lROUGH FOOTING WITHOUT SLEEVlt,G. g NOTE: PLEASE ALLOW ENOUGH BOLT L.EMGHTH • FOR TtiE MIN, EMBEDMENT PLUS THE WIDTH OF 2, PROVIDE SLEEVE MIN. I" DIAMETER LARGER b THE MEMBER BEING BOLTED. THAN P!Pi'. STRUCTURAL NOTES GENERAL 1. Tt-lE CONTMCTOR SHALL VERifY ALL DA-1:.:NSIONS /'ND CONDITIONS AT THE JOBSITE ,~ND SHALL NOTlFY THE ENGNEf:R OF ANY O;SCREPANCIES OR INCONSISTENCIES WIT~ ANY WORK so INVOLVED rrn::m 10 STARTING CON:3TflUCTION, 2. ,\LL PHASES OF WORK SHALL CONFORM TO THE MNIMUM ST Af\DAflDS OF THE 1991 UNIFORM BUILDING CODE. 3 THE DRAWINGS REPRESENT TH:'.:: flNIGHED STRUCTURE UNLESS NOTED OTHERWISE. T:-lEY DO NOT INDICATE T!-E METHOD OF CONSTRL:CT!ON. THE CONTRACTOR SHALL BE RESPONS13~E FOR PROVIDING ALL MEASURES Nf.CESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DU'\NG CONSTRUCTION, AND FOR CONDUCT/NG THE WORK iN A SAFE MANNER. -11. ALL A.S.T.M, SPf::C:FICATICNS SHALL BE OF Tt'iE LATEST REVfSION 5. WHERE CERTAIN FEATURES OF THE CONSTflUCTION ARE NOT fUL~ Y SHOWN. Ti-iEIFi CONSTRUCTION SHALL BE OF THE SAME CHARACTER FOi~ SIMILAR CONDITiONS CALLED FOR 0~ 'fH[ DRAWINGS. 8, BEFORE SUBSliTUTING A MANUFACTUHtlJ PRODUCT CALLEO FOR ON THE PLANS, CONTPACTOR MUST 03T AlN Tl-IE APPROVAL OF T~!:: ENGINEER AND T!-iE BUILDING D~PT. IT ibr1E CONTRACTOR'S RESPONSIBIUTY TO PROVE EQU:VALE.NCY or Thf:. SU!3MITTE::> PRODUCT Trlfl.OUGH TtiE SUBMIT7AL OF I.C.B.O, rlEPORTS, ETC. 7. CONTINUOUS IN?ECTlON BY A PERSON CEffflFIED BY THE GOVEFiNiNG MUNICIPAL AGENCY SHALL BE REOUIR:':D FOR ALL FIELD WELDING AND ALL CONCRETE OVER 2000 PSI. 0. SEE ARCH1~ SPECS FOR ADD1.. INFO, CLARIFY AN'i DiSCREPANCIF.S WITH _ARCHITECT. FOUNDATiCNS -----· ~td:Jf~4\~9~~[~1g-z9~0~t..S:f6AO-N:J~)-:1g_l}J7REPORT DY NMG GEOiEC~NICAL :,_ ALL S!TEWORK, FOOTING EXCAVATION, GRADING AND FOUNDATION WORK SHALL BE DONE IN COM?L!ANCE WITH THE 109'1 VB.C. 3, FOUNDATIONS ARE SPf\EAD AND CONTINUOUS F00TiNGS W17H AN ALLOWAfC,t_E SOIL e.:.ARING PRESSURE OF ISOO?SF FOUNDf:0 er M!N BELOW GRADE. 4. PRIOR TO r!-iE CONTRACTOR REQUESTING A BUILDING DEPT. FOUND. INSFf:CTJON THE SOILS ENGIN[ER SHALL ADVISE THE BUILDING OFFIC!AL IN WRITING THAT: A. ·1 HE BUiLDING PAD WA.S PRt::PARED ACCOROING TO THE SOLS REPCR f S. 1H!:: icouND. EXCAVATIONS COMPLY WITH TEI-! l~TENT OF THE SOILS HEPORT C. 7HE UTIL.ITY TRENCHES H.-WE BEEN PROPERL '( 13.A.CKflLlED AND COMPACTED. CONCRETE 1. P'ORTLAND CEMENT SHA~L CONFORM TO ASTM C .. 150, TYPE V LCW ALKALI. AGGP.EGATE FOR REGULAR WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. 2. ALL REINFORCING MRS, /'NCl-iOR BOLTS AND OTHER CONCRETE NSl::RTS SHALL BE WELL SE,CU'RED i~ POSITION BEFORE PLACING CONCRCTE. 3. MAXIMl.,M SLUMP SHALL NOT EXCEED 3· +/-1" FOR FOOTINGS, SLABS- ON-GRADE AND MASS CONCRETE. AND 4~ + /-r FOR OTHER CONCRET~. 'i, MINIMUM LR .. TiMATE CONCRETE:' COrvf'RE:SSIVE STRENGTJ-1 AT 28 DAYS SHALL BE AS FOLLOWS !MINIMUM 5 SACKS OF CEMt:NT PER C,.IBIC YARD): t SLABS ON GRADE 2000 PSI 2, FOUNDATIONS 2500 PS! 3. GRADE B.::AMS :moo PSI 5. PROJ[CTING CORNERS-SHALt. BF: FORMED W!TH 3/4' CHP.!v.FER UNLESS DET ALED OThC:AWISE. 6. CONTRACTOR S!-<:ALL f>ROV!DE.CDNST:1UCTION AND CONTROL JOINTS IN CONCRt::.TE SI. ABS AS Rf:OUIRm. - 7. BfFORI;: CONCRETE IS PLACED THE CDNTP.ACTOR SHALL COC!RPINATE AND CHECK WITH ALL TRADES TO ENSURE T~E PROPl:J{ PLACEMENr OF ALL OPENiNGS. SLEEVES. CURBS, INSERTS, DEPRESS!ONS ETC .. RELATING TO THE AS SHOWN ON THE DRAWINGS. ANY CKANGE OR DiSCF'l.:".PANCY SHALL 13E APPROVE) BY TH[: LOCAL BUILDING AG~NCY PRIOR TO PLACING OF T!iE CONCRETE. 8. ALL CO~CRETE WITH COMPHESSiVE STRENGTH GREt~ TEA THAN ~000 p~i AT 28-DAYS S1lALL BE rLACED UNDE~ H-E SUPE:'IVISION OF A DEPUTY- INSPECTOR LICENSED BY THE LOCAL ~U1I_DING O~'FJC!Ac... RENFORCING STEEL 1. A'...L HEINFORCli>JG STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A•·615 GRADE 60, EXCEPT >13 AND <14 BARS Wi~iCH MAY BE GR.A.DE 40, ALL REINFORCING STEEL TO BE: WELDED Si"V,,LL BE A-706 STEEL. 2, CLE.t,,FI COVERAGE OF CONCRETE OVER C..,'TE'R REINFORCING BAAS St-JAL.I. BE AS FOLLOWS: A. CONCRETE POUREJ DlfiECTL Y AGAINST THE EARTH, 3" CLEAR. B, CONCrlETE fORMED AGAINST THE EARTH OR EXPOSED TO THE WEATHER 1 l/2~ CLEAR. USE :r CLEAR F-OR •a 011 LARGER, C. ALL OTHER PORME:J CONCRCTi::, 3/4' MIN. 3, ALL REiNFORCING BAR BENDS SHAU. BE COLD . J!, RElNFORCl!'-~G GTfEEL SHALL BE SPLICED WliH CLASS 'B~ SPLICES UNLESS NOTED OTHEr\WISE. fRAM:NG LVMBEP; t ALL LUMBER S!'1ALL BE COAST REGION DOUGLAS FIH-LARC!-1 Ji.ND SHALL CONFO:'lA,~ TO THE fOLL.OWll-!G GhADES .A,S ~ST/\BliSHED BY THE W.C.US, UNLESS NOTE'D OTHERWISE ON iHf DRAWINGS: ASTUDS: 1. INTE!'\1011 WALLS: STUD GRADE 2. EXTEfllOA WA~.LS: N0.2 3. TOr> PLATES: N0.2 4, SILL PLATES: PRES5UR!:: TREATED N0.2 B:5EAMS AND HEAD[P:3: l. -4# TH:CK· N0.2, NOJ SELECT WHERE EXPOSED 2 o~ AND TH:CKCR; NOJ S~LECl C:POSTS: t ALL POSTS: NO.I D.GLU-LAMS: 1. GLU-LAMS :!HALL BE A COMB!NAT'.ON ::>4F-V'1 AS ESTABUS~iED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AND S~ALL COWORM TO THE REQU!REMENTS OF THE U.B,C, ST/\1',;DARO 25-10 ANQ 'TO THE FOLLOWING: fb=2400 KS!, Fc(PERPJ=650psl, !'-v=16::ip!I. E:::18COCODpsl ARCH, TEC rur.iAL G!W)E APPEf..R,1-NCE (UI\LESS OTHERW!SE NOTED!, EXTERiOR RESORr'.'INAL GLUE DA".' CONDITlO:,..J OF USE. 2. St:RV1CI.: "TEMP. OF THE BUILDING SH/,LL NOT EXCEED 150 DEG. fARENHEiT. 3, GLl!E SHALL BE EXTERIOR TYPE AND GHAU. CONFORM TO U.S. COMM'L STANDARD CS258-63. 4. FABRICATOR SHA.LL SUBMIT A CERTIFICATE OF INSPECTIQ"-i TO THE BUILDING D2:f'T, fOR EAC!i BEAM A. PUSl PRIGR TO EP.ECTiON. 5. ·c· ::: 1NiJICATES CAMBER BETWf:EN SiJPORTS ONLY e> GLB (le, NO CAMPBf:1 f!> CANTll..EVf:R) NOTE: ALL E::XPOSl:D LUMBER TO BE NO. 1 5;':LECT FilEE OF HEART CENTER ;2. ALL rRAMlt.:G ANCHORS, CUPS, STrlAPS, HANGrns. ETC. SHALL BE AS MANUFACTURED BY THE SIMPSON COMPANY OR BY AN APPROVED EOllAL 3. MAXIMUM UNFRAMED HOl_ES IN THE SHEATi-llNGi SHALL BE 3" IN D1AMETER. DO NOT CUT BEYOND THE UM!TS OF THE Ol'fNING. '1, ALL NAILING SHALL CONFOPM TO U,S.C. TABLE 25-0. SEE PLYWOOD SCHEDULE' FOR SHf.ATii!NG M!N. NAII .. ING. _S:Oi\]CRETE BLOCK M1\SONRL_ l CONCR::'TE !3LOCi< UNITS SHALL BE LIGH.TWEIGH1 GRADE "N" tf,flS CONFORMiNG TO ASTM COO AND IJBC ST ANDA.PD 21-4, LATEST REV, H:::FER TO ARCHrECTUAAL DRAWINGS AND/0?. SPECIFICATIONS FOR BLOCK SIZE. FACE, COi.OR, ..fOiNT!NG, ETC. Ml~. UL. TUvlATE S7RENGTH OF BLOCK SHAl~L SE. 1500 PSI. 2, BLOCK UNITS S1·1ALL BE MOST AT THE TIM[ OF LAYING 10 PR!::VLNT DEHYDRATION Of MORTM\ /'.ND GROUT, AND SHALL BE FFi2E OF ALL SU3ST.ANCES WHCH M:GHT IM?A:r-l THE BOND Of THE UNITS TO THf:: MORT AA AND GROUT. 3. MO!iT AR SHi,LL BE MACHlNE MIXED TYPE ~5• Ml:< CONSISTING OF, 3Y VOLUME, 1 PART CE1',1ENT, 1/-'1 PART TO l/2 Lr\AE PUTTY, ANO DAMP LOOSE AGGREGATE NOT LESS THAN 2 V4 N08 MORE THAN 3 Tlr-/ES 1HE SUNI OF THE VOLUMES OF CEMF.NT AND LIME: PUTTY USED. '1. CROUT SHALL SE MII.Ci--i!Ni:: MIXED 8Y VOLUME AND CONSiST OF 1 PART CEM:::r,rr, 2 OR 3 PARTS SAND, WITH 1/10 PAHT LIME PUTTY, GROVT SP;\CE MORE THAN 4' IN WIDTH MAY HAW; 1N ADDITIO~ TO THE SAME NOT MORE THAN 2 f'ARiS PEft GRAVEL. S. CEMENT FOR MOllTAR AND GROUT ShAl-L BE LOW ALKALI TYPE CONFORMiNG TO ASTM Cl50 6. MORT AR ffYllE Sl AND GROUl SHALL HAVE AN UL TiMA TE COlvirREGSJVE STRENGTH AT AGE 28 DAYS OF: MORT /-.A 1800 ps! GFl.OlJT 2000 psi 7. SOLO GROUT ALL CELLS. B. MN. [JsP OF REINFORCING STEE~ Sl~ALL BE 'lB BAR DIA OR A MN OF :;r-o· 9. GACUTING PROCEDURE FOR LIFT~ EXCfErJ:N3 FIVF FFET: PROVIDE CLt:AN-OUT AT THE BOTTOM OF THE LIFT IN EVERY CELL iO BE FILLED. LFT IS NOT TO EXCEED Er-o·, STOP GROUT 1 v2· BELOW 1hE MORTAR .JOINT. 10. ALL BOLTS SHA.LL BE GRO~TED IN PLACE WITH AT LEAST 1 INCH o::::: GRO~JT 8[:TliVEEN Tr-'IE BOLT AN:J T~~E MASONRY. "it· SPECIAL INSPECTiON IS REOUf"IED PEH SECTION 1701. VOLUfvlE II OF THE 199"1 ED!TION OF THE l.l.B.C. A B C l) E f------------------1-E_l _________________ 2_E_T_Y __ P_. --::-R_E_D_H-EAD,_"_E_i'v_1B_F_D_M_E_N_T_, ----3E TYP. Pi PE Tr!ROLJGH Foo1-1NG 4E +----------,.----------..-----------,,.------------,,-----------~-----------,.--------..i..-.,..-----------,------------,,-..... --------..,..---------,,-----------.,.-1 I 2 I .) I 4 I 5 I 6 1 I 31872 (:amino cap!~...no San Jum Ceplstreno, CA 02616 714 BS1~7127 FAX 714 248-25!!8 PREPARED FOR: IRVINE CO~JltJIUNITY DEVELOPMENT COMPANY Revision £.."O l\'21.'POITT CENl1:R DruVE, euITE eoo NB'.?Cffi' !!::.':ACH. C.'1.Ui-ORNIA. ~ (1i4)raMi/:im Oe!:lgn by: City Ughtr. 0;r.,;gn Al:b.~ Krr...nm E. Sm!tll, AlA 244H~i?l-!!OO Cocm Me:oc., C3lffomb 82w."7 714 045-1455 IJBL'-. Chipman Architects John E. Chipman C19954 31411 Camlno Capistrano Sulte 300 San Juan Capistrano. CA 1714)248-5565 ~ z l.!J 2 ::) 0 0 0 z 0 - t5 :::, a: 1-U) z 8 ...J ~ ::) 1-(.) w 1--:c (..) a: <: 1 L, __________ ___, r~- DETAILS AND STRUCTURAL NOTES Drawn NUNM A-7 lJ .I) -,... ~ -~ z GJ u TI ):;, ~ z G) z C 7 ::::. ... Ul rn I, I I I I I I_ GENERAL PLUt-.~BING NOTES 1. 8E"0RE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVAT!ONS AND Ci-lARACTERISTICS Of ALL UTILITIES AND Plf'ING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. - 2. EXACT LOCATIONS AND MOUNTl\!G HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL ORA.WINGS. 3. CONTRACTOR MUST NOT CUT, RELOCATE, COMPROMISE, DAMAGE OR OIHERWISE ALTER THE ROOF STRUCTURE. THE JO!STS WHlCH OCCUR THROUGHOUT ALL THE MECH, BAY AREAS UKE WISE MUST NOT BE ALTERED. 4. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO THE 1991 UNIFORM PLUMBING CODE AND AUTHORITIES HAVING JURISDICTION. 5. THESE DRAWINGS DO NOT !NCLUDE ALL NECESSARY SAFETY REQUIREMENTS. CONTRACTOR TO COMPLY TO THE SAFf-:TY REQU1REMENTS SET FORTH BY THE LOC.h.L AUTHORITIES HAV!NG JURISDICTION. 6. ALL PLUMBING WORK SHALL BE 11,STALLED SO AS TO AVOiD INTERFERENCE WITH ELECTRICAL EQUIPMCNT, MECHANICAL... EQUtPMENT AND STRUCTURAL FRAMING. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED ARE"AS WHtCH ARE EXCAVATED AND/OR DAMAGED BY HIS • OPERATIONS. IN ADDITJON, THt::: CONTRACTOR SHALL RESTORE TO THElR ORiGINAL CONDITION AU .. PLANTED AREAS DA.MAGED BY HIS OPERATJONS. 8. ALL CONNECTlONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT lNTERRUPTION TiME WILL BE AS SHORT AS POSSiBLE. THE CONTRACTOR.• SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFiC!EN1 NOTICE (MIN. 2.4 HRS.) OF SUCH INTERRUPTION AND THE A.CTUAL SHUT DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPl~ESENTATIVE. 9. CONNECTION BETWEEN INCOMPAf IBLE MA f'ERIALS ABOVE. GRADE AND ff\lS!DE BU!LD1NG SHALL BE MADE WfTH TWO (2) DIELECTRIC UNIONS SEPARATED BY A TWELVE INCH (12") SECTION OF RED BRASS PIPE. COORDINATE ALL LOCATIONS, S!ZES AND ELEVATIONS OF ALL SLECVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALLPIPES SLEEViNG THROUGH FOOTINGS SHALL HAVE A SLEEVE DLA.METER OF TWO PIPE S!ZES OVER THE PIPE PASS!NG THROUGH THE FOOTING. 1 0. PLUMBING CONTR.A,CTOR TO REVIEW THE MECHANiCAL PLANS AND COORD. INSTALLATION ·w!TH THE MECHANICAL CONTRACTOR COORDINATE AND VERIFY EXACT LOCATION, SIZE, PO!NTS OF CONNECT!ON AND INVERT ELEvATlCNS OF UTILITY SERVICE PJP!NG BEFORE TREf\.JCHlNG OR 1NSTALLATION. 11. THE PLUMBING COI\JTRACTOR SHALL \/£RiFY THE SIZE. LOCATiON AND DEPTH OF ALL EXISTING UNDERGROUND UTJUTY PIP!NG, (WATER, GAS, STORM DRAIN AND SANITARY SEWER) BEFORE TRENCHING. W THE EXISTING UNDERGROUND PIPING IS NOT WHERE INDICATED ON THESE DRAW!NGS, THE CONTRACTOR SHALL NOTWY THE ARCHITECT IMMEDi,.\TELY BEF'ORE PROCEEDING WlTH WORK, 12. THE PLUMBING CONTRACTOR SHALL TERMINATE ALL WATER, GAS AND SOIL PiPING 5 FEET FROM BUiLDlNG AND MAKE FINAL CONNECTIONS AT THAT POlNT, UNLESS OTHERW!SE INDICATED lN THE DRAWINGS. 1 3. PlPlNG SUPPORTS, ALL PIPiNG TO BE SUPPORTED W!TH HANGERS AND BRACKETS WH1CH PROVIDE !SOLATiON FROM FRAMiNG. CONTACT BET\NEEN PiPE AND SUPPORT TO BE LINED WITH PLASTiC OR FELT. 14. ALL F.LOOR AND WALL PENETRATIONS MUST BE SEALED WATER-TIGHT AND VERMiN-PRDOF. 15. ALL EXPCSED FAUCETS, VALVES AND OTHER MECHANICAL DEV!CCS SH.ALL BE VANDALPROOF. 16. CONTRAC";OR SHALL FURNISH AND lNS'TALL ALL 8/\CKFU)W PROTECTION DEVICES REQUIRED BY AGENCIES HAVING JUR!SDICTIO:\l. 1 7. THE DRAWiNGS WERE PREPARED WITH THE BEST STRUCTURAL .AND ARCHiTECTURAL INFORMATION AVAILABLE. 1T iS UNDERSTOOD THAT EQUIPMENT LOCATIONS AND ROUTING OF PlR.!NG MAY VARY FROM lTiAT SHOWN ON THE Pl.ANS AS CONSTRUCTiON PROCEEDS. !T IS THE CONTRACTORS RESPONSIBIUTY TO: a. NOTIFY THE MECHANICAL. ENGINEER OF CONSTRUCT:ON RESTRAINTS WHICH MAKE VARIATIONS FROM THE PU,.,~-JS NECESSARY. b. COMPLETE ALL WORK INCLUD!NG THE VARIATIONS WiTHOUT CHARGING EXTRAS TO THE B!D CONTRACT. COMPLET!ON OF WORK Mf__ANS THE JOG lS WORKING AND MEETS ALL CIT'(, COUNTY AND UNiFORM MECHANICAL, PLUMBING AND BUILDING CODE REQUIREMENTS. PLUMBING ~ IXTURE SCHt_DULE ITEM I FIXTURE ROUGH-IN SERVICES w TRAP ; V I CW i HW 1 DESCRIPTION I ' I~ i WATER \J.7 l CLOSET ! ACORN 1680-W-1 -FV-ULF PENAL WARE I i 4" I INT . . 2" 1 .. I i W/ CONCEALED FLUSH VALVE BEHIND WALL , TO BE OPERATED BY AIR TRAL PUSHBUTTON il:~;~: . . "I.CLOSET ... '····-·-· .. ·•·· ···r····· . . .. "-· . • ··-l ·· ' 4" : iNT. 1 2" i ! ' • I ' . 1 " i ACORN 1680-ADA-W-1 -FV-ULF PENAL WARE . W/ CONCEALED FLUSH VALVE BEHIND Vlf\LL i TO BE OPERATED BY AIR TRAL PUSHBUTTON ! (TO MEET ADA REQUIREMENTS) URiNAL i , I I I 1 • 7 i "t , . i l . 2" : INT. !i 1 /2"i 3/4" i ' i • ...... ·-···--··-··· ....... _ .................... _., ................... ---········ ..... ····---· ........... -........ ---····-···--·-·· ··-_ ........ ,_. I ACORN 1705-W-1-SW-T\/'12 BLOWOUT JET, WALL HUNG URINAL, ! BACK SPUD, 14 GAUGE TYPE 304 STAINLESS STEEL, FIXTURE i MOUNTING WALL SLEEVE AND THRU WALL WASTE CONNECTION WITH i CLEANOUT COMPLETE WITH SLOAN ROYAL No. 613-1.0-ES-S-YB i SENOR OPERATED FLUSH VALVE. "i .0 GRF MAXIMUM. ••• '-••••l •• •••• .. ••••••~ .... ••••-• )._ •s••••-• •-..... .-.. -.,~--.. ------•-•••--• .. -.. ••••• .. -...... •---••--•-••••••-••""•-•'""•-•••-.,- (D I LAVATORY I 2 .. !1 1 /2"l1 1/2"! 1 / 2 " : 1/2 " I ~'1A~~R~~5 f4 1 GA~G~G1 y~,~ ~~~A s1;1~i:ii:xs;i:~~;;;~i~~~E-:;T: I i 5~~~ p~·l~M-1N~0 T~~s;JRi~~.s~~o~~~IV~E~f ~i,%~ A6'~TRi 4 " /fp\ 'CD FLOOR DRAIN . \ I .... 1 ............ , ·-· ' ' 2" !1 1/2": : FIXTURE MOUNTING, GRID STRAINER WITH CLOSE ELBOW 'AND L.A. PATTERN P-TRAP. 2.2 GPM MAXIMUM. ! JAY R. SMiTH 3301-V-P-U, COMPLETE WIT'-i 4"X8" RECTANGULAR : NICKEL BRONZE TOP VANDAL PROOF SCREWS .AND TRAP PRIMER. i ! •-••""•"--"• a••---••a•••••••••-•aa••a•aa••••a•••••••aa•• ••a•••• •-••a••-••a•••••~•~•••••aa•••••• ••a••••••" •I WATER HAMMER ARRESTER TRAP PRIMER .... i·" ...... , • 1 " ............ {-.... ! I 1 /2" : P.P.P. PRIME-RITE TRAP PRIMER MODEL NO. PR500 ! ····· .... t· .. . . ........ , ..... . ! JAY R. SMITH 5020 HYDROTROL. STAINLESS STEEL WATER HAMMER !1 : ARRESTOR, PERCHARGED. : . .. . . . I l HOSE BIBB i ; 3i4'' ! ' i ~LR, SMITH NO, 5709 RECESSED WALL .l'l'PE WITH 1" WATER INLET, i BRONZE BOX WITH CHROME PL.f\TED FACE, INTEGRAL VACUUM , BREAKER I i i ·1-······· -·"····· -'••··"··-..... 1 ..... DRINKING F-"OUNTAiN 1/2 1 ;·,..,i, i , L • . i HAWS 11",8 STA1NLESS STEEL WALL MOUNTING DRiNKlNG FOUNT,6JN ! WlTH BACK PANEL. • ··"')'"· i .... L WATF:R CLO$ET ····· i .. ' ADA NOTES . j. . . • 1. HEIGHT 17 TO 19 INCHES MEASURED TO THE TOP OF TOIL.ET SEAT FOR NON-RESIDEN,iAL, 18 INCHES FOR RESIDENTIAi" 2. CONTROLS FOR THE FLUSH VALVES MOUNTED WIDE SiDt: OF TOII .. ET ARE.AS, NO MORE THAN ABOVE THE fLOOR LA'{ATORIES ON 44 1. RIM OR COUNTER sur~FACE NO H[GHER TH.6,N 3,, INCHES ABOVE THE f"INISHED FLOOR AND KNEE CLEARANCE OF AT LEAST 29 INCHES 'ROM THE FLOOR TO THE BOTTOM OF APRON, EXTENDiNG A MINIMUM OF 30 INCHES IN WIDTH W!TH 8 iNCHES MINIMUM DEPTH AT THE TOP. HOT WATER AND DRAIN PIPES SHALL BE INSULATED. .VJ,1 N,\LS ' .. j I I I . I I -"--~-•-• "" ---•"""""""•-----•-""""•""-"•"""••-J 1. ELONGATE RIM PROJECTING A MINIMUM OF 14 INCHES FROM THE WALL .l\ND AT A MAXIMUM OF 17 INCHES LEGEND SYMBOL ABBREV. DESCRIPTION ; S OR W j SOIL OR WASTE ABOVE GRADE T' s· ·o"ri·-··w .... r-··s6iL •• ci-R ... "\VAS+E·····sELo"~;-·(;·RADE-· V ; VE.NT DROP DOWN .............. j ..................... ,... .;. . ... " ......... " .. . --... -..... -..... "' ... -"".-.... ---....... __ "_ .. .t_ .. _GV /SOV ...... ; GA~E \'.'(\~_YE/SHUT--_OFF VALVE t"1!.----BV BALL VALVE GAS COCK \!TR AP ACCESS PANEL HOR ....... .L. POC i ABV !-'.EADER : POlNT OF CONNE:CTION ••••••••-•""" .,.., •·•, ••••••w• _. ••• ABOVE •• •-.-••••-•• .. ••••••--,.•••••••••" -' •+••-•----"""• ••••a••••-,~••a••" " •• • "• "•••••••--•-••"•-•• --•-•• ,.-.,••-•••---••• .. • ••••--•• ••~• •••••• ••--•••••••-•-•• -.-••••••-•-••• ! BEL i BELOW ··r --····-···· ...................... ! ............ DN DOWN I.E. !NVERT ELEVATION i ., .. " ..... ,·--•··· ...... ·-•-•'-'""""' ---·--"'" ··"··------1-······· -... -.. --········· .. -·-··--: -···-··'"--............. ___ ...... -............... ·-· .. ······ ···-... ·--·-·-········· ... ---··-... ·-·· • 7 .. ···-·····-· ••• --··+······"· .................. . NOTE: (j) INCIJJOE: PRESSURE REDUCiNG VALVE (PRV·-1) i-S SHOWN & SP£CIFWD ON Di~AWINGS ONLY IF WATER j PRESSURE EXCEEDS eo PSL ! L. _____ _ ""·---~ . . " I -•• -' A.BOVE THE FLOOR. FLUSH CONTROLS SHALL BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. DRINKING FCUNTA!NS 1. COOLER MUST EXTEND 17 TO 19 INCHES FROM WALL, BU□BLER OUTLET MUST BE NO HIGHER THAN 36 INCHES ABOVE THE FLOOR, THE UNDERSIDE OF DISPENSER TRAY MUST BE MINIMUM 27 INCHES ABOVE THE FLOOR EXTENDING AT LEAST 8 lNCHES BACK FROM LEADING EDGE, THERE MUST BE A Cl.EAR FLOOR SPACE AT LFAST 30 INCHFS BY 48 INCHES. GENERAL PART 1. 1. MATERIALS: Only new materials shall be used. Use \he standard product of one 1nanufocturer each article af its type. Mate1-iais and workmansh:p not otherwise specified sha!I conform ta the iatest applicable Uniform Plumbing Cade . for 2. SUBSTITUTIONS AND SUBMITTALS: Qnly those iten;,s specified ,ire to be,.suppliesJ, unless en equ9I product i:3 approved . i he approval snail be ,n wnt1no, by rne Architect and/or Engineer. Submit shop drawinas and material submittals in o bound and indexed form. See Architectural soecifications for the number of subrnittals required. Each item is to be named and keyed into the equipment designation per plans. Indicate where item submitted is an oiternate to the specified item. 3. RECORD DRAWINGS: Provide and keep up to date complete As-Built drawings and specifications. A cornplete set of blueline prin\s shall be corrected daily to show every change from the original drawings and specifications, and this set shall be the record set. As--Built entries shail be comoieted in a neat, clear,· and prof,essional manner. Upon completion of work, obtain the construction inspectors signature on the record set, ver-Jf1ng . information. Obtain repr9ducible copies of each s\1.eet of. the record set, and deliver them unfolded, along w1\n the record, to the Architect prior to final acceptance of the work dohe. • 4. PROTECTION OF WORK: Protect ail work, materials and equipment from damcqc during the proarcss of work. Reolace all damaaed or defective work, materials, ancf equipm .. ent without additionoi coSt to the Owner, before requesting frnol acceptance. < 5. COORDINATION: The Plumb:nq Contracto1-is responsible for coordinating the plumbing system insta!lotion tf1rough the Genera! Conlractor. 6. OPERATING INSTRUCTIOriS: 7. 7. 1 7,2 7.3 7.4 8. 9. The controctrn-shail instruct the authorized Owner's representative in the complete operation of all items of equipment that are, or have components that are, motor driven, electric resistance heated, or gas fired. These Jnstructlons are to be given at the Owner's convenience. Submit certification signed by the Owner's agent that these instructions hove been completed. INSTALLATION OF PLUMBING FIXTURES: Each fixture shall be installed at the exact height and location snown on the Arch;t.ectura! dr-owings. Fixtures, suppiies, troos and trap outlets shall be set square with the wall, in line with the fixture outlets without any offsets, angles, or bends. The 1Joir,t qetween thhe fixtures ond \the. wholls or floors shall be adequately grouted or sea ... d to oe smoot I even and wa ·ertig L Exposed, plated, polished or enome!ed connections from fixtures shai!_ be assembled with special care to· show no tool marks or threads. • • • STERILIZATION OF DOMESTIC WATER LINES: Shut-Off at meter, open al! hot and cold fixtures siiqht!y introduce a so!ution of one gallon of five percent sodium hvpoch!orite (Purex, Chlorox) to 500 gallons of 1Nater into the system at the sterilization valve. Close each fixture when chlorine residual aop~prs,.. When ail fixtures show chlo~ine residue,. cl9se a!i fixtures and the ~ s!en!1zat1on valve and allow the solution to remain m the system for 24 hours. Atter 24 hour period, flush the system so the chlorine residual does not exceed 0.5 ppm al any point. Also flush throu0gh sterilization v□ive and then close vclve and plug or install short nipple and cap. The Architect shall be notified at least 24 hours pnor to beginning the sterilization procedure. CLEAN-UP: Thorough!¥ clean all materials, equiprn!"nt and .appliances. Clean and prepare al! surfaces LO be painted. Cleon the entire premises of unused materia!s, debris, spots and n1arks to the satisfaction of the Architect. 1 O" GUARANTEE: All materials and equiprnent orovlded qnd/or installed under this SP.eciflcotion shall be guaranteed for o period Of one (11 year from the date of final acceptance of H:e work by the Owner. Should a malfunction develop during this period due to defective materials or faulty workrnonshlp, furnish all necessar;: labor ond rnater1o1s to correct the trouble without ony cost to the Owner. Any de1ective rnateriols or inferior workmanship noticed at the tlrr1e of installation and/or durino quarantec period shall be cqrrecled lmmediat~lY to t~c er.tire sa\isfac1:ion of t~-e uwne;r; This snail not ~upercede prod~C:_t wcrranties 9r io,nger duration when herein specified or when provided as a cond1t1on oir producl sa:e. : PRODUCTS 1. FIXTURES -· See fixture schedu!e. 2. 2.1 PIPING Waste System All waste !inc piping .. and fittings w:tr1in 5 of the bui!dinq to be cost 1:-on approved for use witri no·-hub couplings. Pipe to meet 7v1oteria! Standard 85. 2.2 Vent System Vent p,ping ia be no hub cast iron. 2.3 Water Piping (including condensate) Hot ond cold water p1ging within 5 .,ot building to be as follows: . Above floor leve,I "" Qopper Type .. ~1. . . Below floor !eve, -c.al'per [vile L . . Be!ow S!ab -Flexible ,ype '( (soft) -no soldered joists below slab. Wrap entire pipe in poly vinyl sleeve where below slob. ') 4 PiP1NG SUPPORTS All piping to be supported by hangers or supported from the around floor. Plumbers tape. wire clips and· premonufactured hangers are acceptable. Supporting piping with structural framing on!y ls not acceptabie. Where plplnq passes through plates, ioints or blocking keep pipe isolated from structural membefs. • 2.5 Solder: All solder to be 95-5 tin-antimony1 lead content of solders and fluxes sho!I not exceed 0.2% per upc section 802(d). 2,6 VALVES AND FITTINGS All valves \o be bal! type of brass or bronze by Stockham, Watts or ~Jibco. Slip type must be app;oved for use with 95-5 solder. Fittings to be brass or copper, 31872 Ccmlno Ctphtrcrao San Juen Ct'.lpl:Jtreno, CA 92075 714 661-712.7 FAX 714 2:46-2500 ·1214 IEeai Groen Stroot Pm:iodonc, CA 91106 5:26 1'£~5~2000 F .Alt 828 195~254? PREPARED FOR: ~o rt:mpert Ce:iki" Dflwe fJ::q,c,ri Ceer.:h, Cc:..':fvm!:i. tie~ ~I no-&ocm I CONSULT ANT: Rewio!om: PLUMBING SCHEDULES DETAILS AND NOTES ,., . -o cO "' ~ "' e-• ~ I Job No., 1626.079~ I E5 "' oE ' "' ~------i I c,oem, DV and Associates Im:, Ccr,swt'tl""' lcnQ!neii'.-.s 31H \i, Un1.rigt:-Avcm,1e An11he!!"I, CA 92804 Tel• 01-i) 527 .. 3662 Fo.xi OM) 826 .. 673J MadeMI (714} 527-0157 JOB #!626,U798 I Choo•oo, TF I NORTH 0" 0 OQ 0 " > -2o Q .=:c; "' ... I < ~, " " ,,-' "' -,,, C So " ll.0 ;;: I ' i . I . I i .... ' ...... f' {S"1 ,_ ·~ ~ Vl JJ Cl I! i ! F,:(~.??''7' ::;./ 'vVASTF A.ND VENT FLOOR P'AN L_ ' 3'\rTR 1 1 /2"./' VVASTE A~~D VEt~T ISOMETRIC SCN£ ; <'ffS. I I I DOMESTIC WATER FLOOR PLAN SCA!..£ ! 1/4" = 1·-0~ lIB.:::...t 1/2"CW~ ~FD-1 ~J .DOMESTIC \N/.;,TER._f_-LQ()_;R_. _IS_Qt_v1t:. 1.RIQ SCALE' : NlS \ L 1 /2"CW BELOW FLOOR(TYP .) ,-FIXTURE UNIT SCHEDULE NOTES: G) INCLUDE PRESSURE REDUCING V/ILJ-li:: (PRV-1) AS SHOWN & SPECIFIED ON DRAWINGS ONLY !F WATER PRESSURE EXCEEDS 80 PSI. @ FOR PIPE S!ZES NOT SHOWN ON PLAN SE£ ISOMETRICS THIS SHEET. Q) FGR EXACT ,lOUNTING HEIGH7 OF FIXTURES SEE ARCHITECTURAL DRAWINGS. (4) REFER TO ARCHITECTUR~L EXTERIOR ELEVATION FOR ALL VENT THRU ROOF PENITRATJONS. 'POOL BLDG. & ADJACENT TOILt.i RM. FIXTURE IOTY. WASTE WATER WASTt. ITEM F.U. F,U, TOTAL WATER I 3 6 10 18 CLOSET I I URINAi 2 2 5 4 .• ·-y .< 1 · I 2 4 . . I ~ ', -,-t-;- (DRINKING 1 FOUNTAIN i!;li;?if' 5 2 -I 10 li10SE --r------- @BB 2 -5 - BLOG. TOTALS 37 WATER TOTAL 30 10 I 8 2 - 10 60 and Associates Inc. Co,1!:ultlng Snglncl.'"r-s 3111 Y. □rm1ge Aver.ye _ Anc.n!!l<'l, CA 'J:2804 Tei• OH) 527-3$6<:'. to.){> ow 826-673rl Mcd~M' '714) 527-0157 JOB !HS2G.0798 CD NORTH 31972 Ct1mJno Ccplo!reno Sen Juen Ct:iplotrcrio, CA B.2015 714 861~7127 fAJt 714 246-2599 1214 Ermt Gror1n strea! Pt:itltidonn, CA 91100: 628 785-2008 FA)( 820 785-2541' ~---------_J PREPARED FOR: !:1\r.:!E co=.:tr..:rrv CEV'Ei.01'~1rr CO"..::>AtlV j 5!aO r::i~ Ci;mt!U' Drlw t::1u;:icrt Oe:it:h, C~"lfcrr.!:! 02C;;O 1m, no-2000 ~- CONSUL TANT: Ue-.rlalom.1 !Doto ------ L IL I L_-_·-=-·-----~ I r, 'iF ("') l..11 7"" i-u «< ~ F"' ' 2: 7 0 ~ ~ ~ a «< F . cc: u 0 ~"' ,:;::;-::) < 7 ~ !'Je :!:: ~ F'" Ii'] u 11C~d ~ 00 . «< . ~ /!'{j LI.I 0 0--'-· 00 j 0 ► ~L F"' ~ !'Je iJJ ·}~ ""' a. ~.,d ~·= 0 «< ~ CL p::_ . -=I 0 e-~=1 ~ cc:z 00 LI.I ~a & a :E CC1 «< .J _J PlUMBlf\lG PLAN ISOflflETRICS, AND NOTES z C ,;, 5; s t t_~; co! c ml i' :IJ I ~c__ __ __J I Li_ ' j GLOB£ & ELECTROLIER WITH /0-..----55 WATT PHILLIPS QL LAMP .. :., ··4,----GLOB£: NILFNJJ CO. EXT, R£F!IFICTOR I 'i: ·.i TY."€ II <104 008 205 ,· DALL.AST; PH!LUPS QL 55W S/13 HF GENERATOR 240V ~ CONTACT MITCH KLASNA@ SEQUOIA l.TG (877,)888~7880 =j====e~~----s· GLOE£ HCl..!Jfl? . ' ~i ~I "' I -' I o, I I I sc;::;;==;r·----PHOTOCELL ALR-M-1068 ii j,~,,--POLE: UNION METAL #16F-50A-096-BG23-QB 'i'l ' NOTES: •• ' 1,11. ALL BASES SHALL BE POURED TO 4~ BELOW SIDEWALK GRADE. I, . 2, TI-IE AREA AROUND ALL STANDARDS SHALL BE FORMED AND l POURED WITH GROUT TO EXTEND 6# ON EACH SIDE AND BACK OF • STANDARD AND FROM BACK OF CURB TO FRONT OF STANADRD. I I GROUT SHALL BE POURED FROM TOP OF DASE TO SIDE\NALK 1 • GRADE. GROUT SHALL CONSIST OF 2 PARTS SAND AND i PART I CEMENT. EACH POLE SHALL HA.VE A PULL BOX. SEE STD. 205~L I FUSE HOLDER SHALL BE LOCATED iN ?ULL BOX. SEE STD. 205-L. ALL THREADED CONNECTIONS SHALL HAVE APPROVED ANTl-SElZE ti COMPOUND. I 6 WlRlNG FROM ADJACENT PULL BOX TO LUMINA!RE ~~y BE #12 AWG I . INSULATED STRANDED COPPER (NON GROUNDED CONDUCTORS) I, I ANn #12 AWG souo coPPER GROUND. MATCH co~QR coDE OF i CIRCUIT. I-2'-0" sa. 1 ' I 2'-6" IJIR. CIRCU.RR I V.4RIES i---~ 0~ 1 ~ I I lll-----i :1 ,,;p"•.x;i.~.J\ c,;~ I · --r;:.:: !tJ '~Jjt: I t~ J ~ t ;ffe-Mil) C.i.lTTER / :.'/.;;;,. ./ ~ I ';·'-,,,.' ~ . .,-- ;,, • , 1' . . CON/JUIT • ;-l~~ LL>h.;;;, I ' ~ • ' ¾, ·.f.-?,;, ~. j •I '· • , 3/4' X 18" ff,DfJR • 'I -• BOLTS PROJ. 3' REOVf: TCP OF FOLNDRTIO!V BASE DETAIL REY. 9'93 CITY OF NEWPORT BERCH ff'Pi?Ol/£I!: 11----:...PU::::'B::L=.I:.C=-:Wc:..Oc.:R.:.:K""'S::....::D:c.:E:::.P.c.RccR~T~M=E'-'N"'"T ___ Re£ 110. izeos PUEUC ~.O{//<S DIR£CTOR _j' 5,;,.,,,CA,,,-. LIGHTING STANDARD RC£ NO. 38799 UTILlrICS lJIKf:CTOR TYPE V NIT£ 21 Sr:p 19!13 SCR.£ N. r.s. IFRl-iN Ii. GROCIR STJJ-202-L-A I I I CITY P'LllBOX'- r:. .. _ • n .. II -~ -.......--=..---=-- 1- i-//1' ¢ PVC CONWIT WITH 3-58 IIIR£S l CITY O'WNED MULTIPLE CIRCUIT (240 VOLT) • I i \ * IF THERE ARE 5 OR l'10RF GONDUITS IN ANY BOX, USE EISEL SIZE ;r 5F ___ ,,,..,,,,.,.v,..v· PLACE PULL BOX ON 6" OF CRUSHED ROC.I<. ROCK SASE SHALL BE 2" LARGER iN ALL DIMENSION5 THAN FULL BOX. NO SGALE ALL CONDUIT FOR THE TYPE "A" FIXT\JRES SHALL BE I i/4" PVC., SC.H ..:iQ . ALL l"HRE SHALL BE o>e, THV'<N STD. CU. Y'liTH A # 8 BARE SOLID C.U. l"l!RE. THE CONTRACTOR SHALL USE COLORED INSULA.TIO~I. NOT TAPt:, (BLACK AND RED) FOR THE STREET LIGHTING AND ALL 120/240 VOLT C.IRC.UITS. UTILIZE INSUL,ATION C.OLORIN6 l"lHERE AVAILABLE FOR THE 211/480 '/OL T CIRCUITS. THE C.ONTRAC.TOR. SHALL INST/,LL A PULL BOX, Ji'iHETHER SHOViN OR NOT, AT EVERY LIGHT POLE. THE GONTRAC.TOR SHALL PLACE A PULL BOX EVERY 180' HAX IN EACH CONDUIT RUN ON THE ENTIR!:: PROJECT FOR ALL LIGHTS AND DEVICES. THE C.ONTRAGTOR SHALL ALSO PROVIDE THE THE FUSE ASSEMBLY 5HOl'\N ON STD-205-L. ALL GONDIJIT SHALL HAVE A MINIHUH OF 24" C.0'/ER. "15£1. £:NT£RP,qJS£5 NO. 3-i/2 P PULL BOX OR F.01.fi/.. MPRKIT! •sTF!££T LIGHT HIGi/ VOL TAG£•\, . • ¢ PVC CONDUIT r/ITH 3-t8 WJR[5 STREET $ PARK LIGHTING ST AND ARD SEE THIS SHEET FOR DETAILS SEE DRA~ING, No. STD-202-L-A SEE DRAY'!iNG No. SID-204-L SEE DRAIAIIN6 No. STD-205-L ,, \ I )'1 =twJ ! LST/?£IT i LIGHT J=J/4~ ¢ PVC Cot , i . ,/JJUIT \ ' 'f 11 ' I I "' ' -,. -, l ~ I _ ___} ·, w~l " I , ~ns --I 5 NAX. TO I ---..; cw rncc~ 4 J- --_:::,,, Ii. OF STREET LIGHT. I, ,---------, b,~-----------------------11-•ecn'T'l''l""l'.l'm'"i'.'.f.._111r-·-== -; ·, ~ ,_W'JR_IE:_S ______ ~·' I STPNmRJJ I~ lll I-ill tJ&IE~OXESSHR.L'I TYPICAL PULL B__QX REQ[JIRED //OTB[ IN5Tff..L[J] AT EACH LIGHT STANDARD ! ' ,;1 £JJISo-. • I • ,/ .. .1..:.\ ' ' 3. SE[ CNB STD-205-L FVR P'JLL BOX DCT/lILS ffo//J FU5£HQLJ)[R IETRIL. ¢.;ref<':_~~~~~~R:-S=f=-.o~-a,•,'!}-5i..~ .;,:,..c-...--.""-e'-~~ 5. f1FTfJ1 Cf/EL[ IS INSTALL[]), ALL CONDUIT ENDS SHPU E£ 51:RL[J) WITH DUCTSEFIL OR £QI.Fl.. c i TV OF IN!Ei~POIRI BEACH lffROVi:JJ: • & Y&& b----'--P""'U"'B"'L~I'-CC'--'-W'-'O"-R"-K-"S"-'D~E~P_R-'--R~T~' M~E~N_T~----; RC£ NO, IWOS PUll.lC 1/iR(S DI/i£CTIJ.'I _j, ,GrAN§eS: CIRCUIT DETAILS Ra: NO, 39759 I.JfILITIES OI/i£CT/Xl 1Di7£ 15 Nov /993 sau N. T.5. ilmJi/ 11. (;Rf',:;lR STD-204-! J ~ !Jl () N !:1 ~ m .J!!.,, !JRIVEHRYS. J 3 ,4 ' . CRUS/£IJ ROCK ERSE-----....,, • "' j 3 LAYERS OF 3/f~ 8 SECTION A-A ~7-;-,r·r, E:!.£CTRICF/L TAPf: : • L ~I\ I NO. 23 OVEJ? 3 ( ~I 1 ·,' , I Llll't:.~5 OF TRPE • Cl 11 • 1 Ii i 1---1-' 110. 33 OR [QUflL LI_L!...L.J-,1 I (T'IPICFIL!, RUEB£:// I I ·----j R----- BOOT NOT ,qcC£PTABL£ i-2-1a· ·I \~?~::;ILJ I .. FUS[ HOLDE:R IN PJLLBOX TRON ;1£x-P.q OR £0/R.. . 1 j I I I --l _ _Lj-----' TYPICAL FUSEHOLDER ID/, 5'93 cnrv OF PUBLIC NliEWPIOJR'f BERCH RPPROV£Ii: G.tll.U WORKS DEPARTMENT RC£ w. 1280/i FWLIC liORKS IJIR£CTOR PULL BOX AND FUSEHOLDER DETAILS • I _j_ f;,,..,.,""""'-r I RrX NO. S87SS • UTILITI£S DIRECJrn rn: 29 Ik-;-1993 = N. T. 5. ,/Ri1!,N M. GRACIA STD-205-L 0 to20 40 F7~i ~F·--l NORTH SCALE: 1 •~20• ] 1 p 31872 Corr:l:--,c Capistrano Son Juen Ccpisfrano, C.A 92675 714 561-7127 FAX 714 248-2599 1214 ::ast G~een Street Pasadena, CA 91106 626 795-20D8 FAX 625 795-2547 PREPARED FOR: !RVll'-!E. COMMUNilY DEVELOPMf:CNT COMPANY 550 Nawpc:1t1: Center Drive Newport Beach. Callfomlo 92660 {714} 720-.2000 CONSULTANT: VD f'll:Si COAST DESIGN GR..."IJ'P tS...e:::,TRJc-AL $ Uc+ff'li'!:!'> ~!!"~ ~.2 PASEO ~U..O, SJ!Tf! :2:X! e.AN ..VAN. C.APJ:¼m,<NO, CA ~"6 ('14"J :240---IS""'/b F,~ ;:4-..-=.-115.'.l By en I- V z LU == rtf. ~ <( :) ~--? -0 I z [)L O:'..'. 0 0 0 z LI.. z 0 -0 ...J 0 <( >-- >-u I-z 0 <( I 0 :) ~,J} u 0 0::: ~ ~ <( I-UJ -co (f) ~ z z !-0 0 ·~l( 00 O:'..'. ~ 0 0 a.. _J w s <( w 0 I z -0::: ~ I- 0 LU _J LU . I ·1 i--·1 ELECTRICAL SITE PLAN 111111 Jcb No.: 90-115 Cl) CJ) ' " Drc.:wn: Tf • ~ ' C (() • Checked: 8___0 /RN • -----"" @ ·~ © ~E -"' :=c Cl LlZ E1 "O ~ .J '-' 0 " [C w z~ C: :sa " a.o 1i: I I I ' ' ~ =-• 0 -~ -.. ~ ~ I I I CD 0 10 20 40 r--:::ii...c-•--t/--~-1 SCALE; 1 "::::20' KEY~JIAP 31872 Camino Cap·1strcno San Juon Ca:)istrono, CA 92675 714 661-7127 FAX 714 248"-2599 12·14 East G'.uen Street Pasadena. CA 911 QG 626 795-2008 'FAX 626 795-2547 IRVJNE COMMUNITY DEVELOPrJIENT COMPANY 550 Newpo,i ContE>r Dr!va Nowport Baach, Callfornia 92560 (71.<i) 720-2000 CONSULTANT: Revisions l'l!:ST <;OA5T DSlc,N GROUP aECTRIC/1,l.. ti l-16+1TlN6 EN$-INESR5 2f>6<1.2 P~ eruLLo, ~ITE .200 5AN J.IAN C.APi!'iTRANO, CA >11.26'15 ("14") :240-191e FAI< 240-11"El-~ -Sy Dote ---- 1,;\ ------ [A /j\ - /).\ ,, Is\ ------ U) I-z UJ :5-.: ~ <C :::J -u z D~ a::: 0 0 0 c~ u.. z -PL ...J 0 <C -0 I- 0 -u :c :::J > 0 0:: <C LU I- 0 00 (1) I-z tilC a::: 0 0 0 ~ 0.. _J ~ s <C LU u z - O::'.'. I- 0 w ....I w ELECTRICAL SITE PLAN Job !'lo.: 98-115 Draw~: TF E1. 1 (l) (l) ' "' -" (JJ C: ru 0:: I I ' }! \ i ~ t ~ I ~--:_'\)) }~ ij ~ i ! -· , ______ ··~' \ I l I \ THE C,ONTR.AGTOR SHALL CXERGISE EXTREHE CAUTION ¥\HEN DRILLING FOR THE FOUNDATIONS, THE STORM DRAIN IS EXISTING AND IS SHOV'iN ON THIS DRAY'IING> FOR REFE:'<.ENCE. THE LOC,ATIONS OF THE STORM DRAINS AR!= NOT TO BE SCALED FROJvl THESE DRAV~INGS, RATHER LOCATED IN THE FIELD PRIOR TO DRILLING OR EXGAVAT!NG. ! I I , / / \ ' \ \ ! I ./ I I \ \ \ \ ! \ \ \ \ I I / ! ( r / 0 10 20 40 Ft=:Jr!----:::;-! SCALE: 1 "=20' KEYf\llAP I .31 B72 C,nfrw Capistronr) Son Jvcn Ccpist,or:o, CA 92675 714 661-7127 r:Ax 714 248-2599 i 214 Ecst Green Street Pasode'H), CA 91106 626 795-2,JOS LAX: 676 795--2'.)47 PREPARED FOR: IRVINE co,,,,1MIJNITY DEVELOPMF.NT COMPANY 550 Newport Centur Drlvt' !'..:awpcrt Boact,, California 92660 (714) 720~2000 CONSUL TANT: ,~EST COAST DESl&N SROUP El.J¾TRIC..AJ... II: Ll:rMTIN6 s-iSINEE-R& ::!M,::f2 FA5EO SRiLLO, S'.HTE ~00 :=>AN J.iA.'-1 CAPISTRANO, CA c;;:i:t,i!, (<!4<'1} ;.!-40-l;!I"Te, FM ;240~11&.:2 By Da t1a /\ [_'l_,'c, -~---. --·----·- '· /3'\ V =~ DC ""' ~ o= 0 >= 0 fiC Qt: ~ en I-z w 2: <C ::J -l) z 0.::: 0 0 0 LL z _j 0 <C -u I--u I ::J u 0::: <C w I- OJ U) I-z 0::: 0 0 (.) 0.. ; -s <C w l) z -0::: I-u w ....J w ,... _________ ,, ___ _ ELECTRICAL SITE PLAN Job t'>o.: 98-115 a, m ' C? Checked: RO /RN . -·-··--mi I ~ ' "' -~ .. I C) ;ii E -ro :=o 0 oz .--' -0 Q t.l::.'. I /1) ze-C: <tZ '" -'o D. c..u ;.; I ,>-i-··" ... _ ·--·--... cl ::,_.' t ,'. C :;:; • t , ;;., ';'.' :~ ~- '" z G} 'J 1 !' ·-------· J ffl ·= • ~ ~· ',:-·7 "I ' J " I .. :, ' ~~ i ':_. '~ •, r) ,- / '· "'~ BOND TO INTt:RIOR l-'{,A,TER. ~ PIPE. U5E # 1/0 C.OPPER, PER NEC. :250-'44. C.ONNEC. T 0~UND TO NEWTRAi.. @ SERVICE .ENCLOSURE, BOND TO MET AL C.~.N PER NEC :250. V / 2" HOUSEKC:EPING CONC.R.CTE re-,+~ PAD UNDER SJ,\llTCHSt:AR. I ' -.) .... _ .. ~: \ ''!~.:-' ~ :: ___ . -------------'\~ ' . ~. . ' . ' • MINIMUM OP 20' * liC SARE COPPER. IN C.ONC.RETE ----- FOOTING PER ;'{CC 250-Bic.. GONGRETF ENGA.SED ELEG TRODE - P,'\l\'a !\!O. LA SECTION: 1 OF 1 Bus: 12l 1240 Vet.ts Lncaiion: El ectri ca Roan Serving: Nom121 R:msr 1 <!>, 3 Vllre, 100 . . X Mcin C.B., ro AViP PNiP M2in lugs 01~ lntegc!ed Eq.iiprnmt SC Rating F!lal Thru Lugs X G.-OW1d8us I RushMlt. X TcpFesd I X SUrrace M'l!. I Ba. Feoo 111000 RMSSYMJlMPS SJbFeed Lugs iso. Gmi. Bus ~ OJM\l c.a C.B. cniNq Loa Orcu't D=:rii:iim VA /JMP Pcle Ch'T FH CICT Pde /JMP VA 1 Clrrul 0,. .. si:l'ir!ticn Tvn R OIJllEr STORAGE ROQ\/i 300 2D 1 1 A .., 1 2l.) 60 RESTR00111 UGHS L ~. R OUTLET STOR/ll3E ROCM 300 20 1 3 B 4 1 2D 58, EUILDING UGITS I L R OUTLEfS CITY R00"1 8J(l 20 1 5 A 6 1 ro 19:! HANDDRYER M R OUllET Bl'CliSTOP 000 2D 1 7 B 8 I 1 ::0 19:l HANDDRYER M R oun.ET@TRE!.US 300 20 1 9 A 10 I • 2D I SPICE ' ' B 12 I R Ol!llET @TELLIS 300 2D 1 11 1 2) SPACE -N IRRJGt\TIOi\l CCNTROL 151 20 1 13 A 14 i 2 20 1300j STREET LIGHTS ' ~ N LIGHTING CCNJROL 250 20 1 15 B 16 i 2 20 1sooi STREET LIGHTS • L SP/ICE 2D 1 17 A 18 I 1 2D I SPPCE 2() I ' SP.ACE 2D 1 19 B 1 2D I SPJ!CE SPPCE 2!) 1 2l A 22 I 1 20 SP/lCE SPJ!CE 2D 1 Z'I B 24 I 1 20 SPPCE SPJ!CE 20 1 25 A 26 1 2D SPJ!CE SPACE 20 1 Z'! B 28 1 2D SPJICE ------" r----.. - SPPCE 2!J 1 23 A 30 1 20 SPACE Tate! RecEpl:ede (fv load@ 1 BOVJVea., 100"/4 for first 1 Q OOOVA & 00% rorrerna:ndcr: 2.60 KVA Taal Norn:cincichrt (E) load (t>.':il indudzcl in d=d ioa<!i: 0.00 i<v.A T c!:al Lighling (L) wad @ 1.25%: 4.725 IWA T alzl NonCmtinurus (N) Load: Cl.Ml Kl/A Total 111'.ctor /rilt Load: 3.84 IWA la!gtit Motor: (25%addadto clsrrandload:1: 1 HP 0.25 Kl/A TOiAL COl\\\!ECTED L06D: NP A B TOT..I\L OO#ND LQili} 10.6 IWA Totsll © 43 45 11.8 Kl/A 4&2A -PANEL NO.I\ SECTIOt\J: ! CF 1 -Gus: 277 480 Volts Ma:n C 8., AMP Location: MSB Serving: UGHTl~~G 3 ¢~ 4 Wire, 225 AMP 'J Ma:n Lugs Only ,, Integrated Equipment SC Rating Flush Mnt. '( r, Top f-eed 22 000 RMS SYM AMPS Surface M nt Bot. Feed ·Load CON:-J :R C.8. CONN Lo3d TV!'l:! Circuit Descriot!on V.A.. AMP Pele CKT P,, ,, Ck,! !Pole AMP VA Circuit Oescrtotion Type ' 30 48001 L BASEBALL LIGHTS A 1, A2, 81 4800 30 3 1 A 2 I 3 SOCCER LIGHTS S8 & $2 L L BASEBALL UGHTS A.1, A2, 81 4800 30 3 "' B 4 ~i- 30 L 48001 SOCCER LIGHTS S3 & S2 L , ~]Q__, 460Q~ L BASEBALLUGHTS~. 4800 30 3 5 C 5 SOCCER LIGHTS 33 & $2 ' ~ L BASEBALL U3HTS 82 & C2 400C 30 ' 3 7 A 8 30 48001 soc:ER LIGH IS 81 & r;1 L ' L BASEBALL UGHTS 82 & C2 4000 30 3 8 B 10 3 30 4000! SOCCER UGHTS S1 & C-1 L L BASEBALL UGHTS 82 & CL 3200 30 3 11 C p 3 30 40001 SOCCER L!GHTS 81 & C1 L L COMMOf'\ UGH IS S3 3200 2G ,1 13 A 14 1 on ·-SPARE L COMMOt~ LIGHTS S3 3200 2C 3 ' 15 B 16 1 20 SPARE L COMMOf\J LiGHTS S3 3200 21J 3 1 7 C H 1 on SPARE .,, . ., L COMMON LIGHTS 91 S, C1 4000 30 3 19 A 20 I 1 20 I SPACE ' L COMMON LlGHTS 81 & Ci 4000 30 0 21 B 22 2 70 ' 12500 TF~ANSFORME:R N l ' i. COMMCN L1GHTS 81 8, Ci '32GO 30 3 23 C "' .,, 2 70 12500 TRANSFORMER hi L SE CURIT{ L!GHTS 400 20 1 :!5 ! A B t C A B C --A ' _l ___ ------B I I I C ------- Tcta! Receptacle (R) L::iad@ 1BQV.,\!ea., 100% for first H.1,000VA., & 50% for remainder: 0.00 l(VA Tota! tfoncuincident (EJ Load {Not in duded in demand ioad): 0.00 l<V A Tcta! Lighting (L! L::iad@ 1.25%: 92.5 KVA. Totai NonCcntinuous (t✓) Load: .25.00 KVA Tctal Motor(M) L:,ad: D l<VA Lamest Motor. (25% 8dded to demand lczd): HP 0.00 KVA c::L CONNE,:TED LOAD AMP A B C I TOTAL DEMNJD LGAD 99.0 KVA Total/<!', 84 135 12s I 117 .5 KVA 141.4 A I 1 Grl·· -F'NG LI i-i i F l XTi IRt= !, IV ,6.-SGHEDUL_E ,____ -I ,1 LAMP QTY. f(XTIJRE iTYP9 MANUF.ACTLJRER CATALOG# • -y--VOLTS REMARKS i r--c V'IATTAGE n NIL,",ND GI..OSE, UNICOFl.N 6AL.!.A&T, ·---- (I) SYLVANIA '1 I 240 i;;!;;E; CIT'!' STP DRAi'IIIN$ 101 PHOTOCl::1..1., "10 i"!ATT HPS LAMP. LU"/0 STP-::l0:2-l.-A FOR MOru; ·1 A MAIN Srn.5!;T "Nfal"(POR.Tl:al"-" PETAILS. &!a!a SHl:aE:T !al.4 .:_ POLE:. SE:!:: STD-202-L-A. .FOP. 6ASE: DE:TAII..S . b-..,_ ·------:·· ~ ·------·---__j j (I) SYLVA.NIA ll'!Al..l. MOUNT @ 12 AFF ' 1<]_) KENAJ.L "10 l"iATT HP$ "i i 1.20 I II $"fSI-HPF 11..u-ro 7---------r~ l<!aNAl.l.. iO ~TT HPS 1 (I) SYLVANIA, "i I ! ::20 CEILIN6 MOUNTED ~ ~ S"i5i-HPF LU"iO ' ' ----~----------··- I@) DAYBRITE !I VD-:2-S:2-1:20-EB (::2) SY!.. VANIA :;;e, 120 Clall..lN'5> MOLJNTeD FOZ.:2/i;JS I ' ' -- <I> DAY6R.ITE I! VD-::l-62-1::20-EB (:2) SYLVANIA ' V'l."'1-l.. HOUNTI;D @ +/-1:2' e," I se 1.20 FC:lE,2/iSS I MOUNT ABOVE Y'!INDOl'l OPENING i ----,-----·--·-····-·"------· ..... , .. ---'------·---------·-----·-··" ----· -------·· --··---··· . ----· ··----------·-----------------·-----IF) DAYBRITE # Tl.",-4::o2-'-16-i20-2/.2-EB (4) !::A SYI..VANIA 11::2 EA 1::20 I CHAIN HANG @ 1::1' AFI" ~ t--L_; !NDUSTRIAI.. FIXWR!a FOS.2/iSS I ----- © Sia.SA !! .268iP (!) SYLVANIA I 19 1:20 MOUNT ON TRE:1..1..!S CF-1-DS/e.ss ' SEE DETAIL ON DRAf"l!NG5 ! ----- ·'";"";\ ~WD # MPR-6515-PC-2 (I) SYI..VANIA ! MOUNT ON POLES C-:2 ¢ 5:2 ' ~1 21i ® ' AREA L.!GHT MOUNTED ON POLES @ 25' i.UISO ' ! - ' 400 A lJNDERGROliND E'KTRANC~ Fl,'LL-51:C.T!ON. PER I.ITILilY CO, 5PEG5. \ \ # I¾- PROVIPE 6ROLJND TO AATER PIPE Vv' ~ b OONP TO GAN ~, # b A, .211/480 Y~ 9 Ph -4 f''i CED FOR 42,000A RMS AIC [-m~=e- I - k8) :) ' ) 220A 2:SA ee or 5PAC-tc 5PAC-E r- I I !5KVA :PH 480/120-240V DRY Tf?.,.\NSFORMt:R ''XL.A' I 1/4" C. l"-V (9) ti-4 iHHN (I)~ e Gl'--t:.), ! 400A )e• P.'tELI CJ RE CM:> ' CAY I INET IOOA IPH BY'! PANELOOARO 120/240V iJNDERGROl,'NO 6 LA"TeR.A.L., SEE 5 PLAN---~ vc ,re -, ~- I lla 1/0 CU SON.!? PER NEC-.250-'1<:id . ' \ , L __ r I #" 1/0 C,i.,I SRND / I I I I I ~·-----Jo' ~ ____ _,, \~ !" C-~ I ~ l/0 C.U BON.D TO CY'i. PIPE AND ALL OTHER _ IN"ftRiOR )--11:::T AL PIPES PANEL CA I" C. tV (2) ti 6 THHN (i) ;; e, &ND, PER NEC ::Z50-81e-___/ 'f'--FIEI..O L16HTI~ CIRCUITS SINGLE LINE Dl,.6,,GR,AM NOTES: !. St:RIES CONN2C.TED RATINS OF BREAKERS MAY BE U5ED. ALL OP THE BREAKERS f',1lJST BE OF TH!:; $AME; HANUt"AC-llJRt:R ANO UL L!SiED r:'OR SERIES RAT/NG, IHE .ASSEMBLY MUSTS:::" RATED TO HANDLE ThE AVAILABLE: F,4.Ul...i C.URR!::NT AT THE APPLIED VOLTA6!:'. 2. THE EQUIFl'-iENT 5HA:..!.. CL~ARL. Y LASE=LED "C..A.UTION 5SR1E5 RATED SYSTEH 42,000A AVAILABLE FAUr..T GVRRENT. IDENTIFiED REPLACEMENT C,QMPO'.iENT REQiJJRED. S. EU::GTRICA.!.. 5!::R.V!CE IS BASED ON KAXiHl.Jf--1 5HORI OR.C.iJIT C-URR!::NT OF 4.2KAIC.. AT THE 5ERV!:::.E POINT, VERIFY THiS VALUt: 1-"-!!TH $CE AND R:.:QU!::ST A LE:TTER V'{ITH ACT!JAL AVA!LABL.E F,~u:_ T GURP....ENT ~R!OR ro OR.DINS 5ER.VIC-E :":OUlPMENT. Ir-VER.lr"IED _VALUE DIFF!::R5 CONT.ACT ARC-HJTEC-i. PROY!DE COPY OF LETTER 4. PROVIDE: CHALU'.:NS:::R N56P4.24 INSTAN""l"" BOARD Y'il!H SU8PANEt..., OR EGl.JAl-6Y G~NERAL C:LEC.iR.!C, CR SQUARE 0. PANEL "LA" TO SE A 100 /\ iPH S~ PANEL.SCARP. PROVIDE AN eoA .2F' MAiN BREAKER ALL 5V"ilTC-HGE:AR, PANELS ,i TAANSFOR!v!ERS TO EE MANUFAGTURED 9Y TriE SAHE::: C-Olv.PANY, ' --, ' jl -.. ...___ \ \, 1: \' ' \ g;''. ' ' ' ' ' ® TYPICAL OF 4 --... --- --/ Lf\ B ---· / ----/ I' -/ --' 1 / ! ' / / / -- / ~--+-----------~ ----1---·--1 LA 4 --------....----·---.,,.__ _..., ·----·--_, -- I ; ' ' / ® RESTROOH BUILDING SC.ALE 1/4" = I' LA 2 ELEGTRIGAL GONSTRL)GTION NOTCS ' ,, 2. 4. b, 1. D, s. 10. II 12, J;:3. 15, 18, IS. 21 PROY:DE AL.I... HATERIALS A~ LABOR AS RCGUIRED TO ACHIEVE A COHPLETE AND OPCRA!INC GYSTl';;M, COOR.DlNATE AND OBT,,\iN APPROVALS FROM ALI-RE5PEVTI~ UTILITY C.OMF'ANIE5 AS REGUIRJ:::D FOR A GO)YfpLETE AND OPERATIN:S IN5TfoLLATION. INSTALL RACEHAY 5:"STEMS AS FOLL0"5, CL USE 5EAL-TITE IN AREAS EXP05:=P TO l-""EATHER.. b. U52 COMPRESSION TYPE PITTIN6S POR ELEC-TRICA!... METALLIC 'rJi3lN5 v-!HtRE I.ITILIZtV. "· USE P,V.G. SCH 40 CONDUIT UNDERGROUND ~ITH GODE SIZED GROUND, ALL-NEVl. HIP..:N& SHALL SE lil.'.2 STRANDED COPPER TYPE "THHN/THl'IN" ~ U,O,N .. ALL FIX'T1JR.E, DEVICE, ETC-.. , LOCATIONS SHALL Bi: VER.lr'IE:D Jl'-llTH ARC.H. ORAAIN65 AS YeLL A5 EQUIPMENT SUFPUER REQUIREMENTS FRIOR TO ANY ROUG\-HN ~RK. A!-L Ll6rlTIN.s FIX;lJR.E$ $HAl-1-SC HOUNTEP AND 51JF'PORTED IN AcCORDANC-E YilTH OSHA 5TASDARDS .~ND ALL NATIONAL AND i..OGAL ELECTRIC.AL. C.ODES. THCSE DRA,.il'ilNG5 .A~ !?iA6RAM!--1AilC. ASD R!';;PRE5:::NT n-lE iNrt:NT or t';QUIPMCNT, DEYIGE:5, ETC ... TO BE CONNEC.TED AND THE C.iRGU1TS TO V{H!CH THi:::Y ARE TO BE: CONNl:C.TEl? TO. C-ONTRAC-TOR SHALL INSTALL ALL C-OND!JiT, J-EOXE:5, E""f"'G ... AS REGiJIR.t:D PORA WHPLETI: AND OPERATING SYSTEM . ALL t:;;XTE!'<.IOR. E:GUIPiv-rENT SHALL BE rJ.EATHERPMOF, E!..ECTRIC.AL C-ONTRACiO~ SHALL.. FERPORr-A ALL l"CRK IN &TRIC-T ACC-OR.DANGC Hl"r"H ALL LOCfa-.L ,¾h.D NATION.AL. GOV'ERNIN6 CODES. ,.\l...L [QUIF'k"ENT SHALL BE NE!"! ANO BEAR A "UL" LA5EL ~ U.O.N. C:L!::Ci'"RiCAL CON:'RAC,70R s+-IALL,5:;;C.URE AND PAY FOR ALL NEC.ESSARY BUILD!NG-PERMITS, COMPLETE ELEGTRICAL !NSTALLATION SHALL BE GUARANTEED IN ViRITING FOR A ~R!OD OF (I) YEAR -U.0.N .. E;...ECTRICAL C.ONTRAC-TOR 5HAL;_ VISIT SITE PRIOR. TO BiD DATE, 10 YER.!FY ,ALL EX!ST!NG C-0Nl?ITION5 TC BE ENC.OUNTERCD IN TH!:' i'e.,\STALLATICN O!'= ALL NE~"{ EGUIPMENi, FiX"f1JRES OEv'IC!'::5, FEEDERS, ETC., E:XACT !NSTALLATION HETl-lOD ANP REOUiREt--'.ENT5 SHP,LL BE VERIFIED ANZ"? DETER.1..-i!NED PRIOR TO BID DATE. C.ON:RAc;TOR.5 SHALL iMMEDlATEL'r' NOTIFY TH15 ENISINEER. OF AN!" R!:GUIRED MODIFICATIONS l--iHICH ARE NOT SHoV'iN ON THE:55 t?RAf'IINGS. 5JB1"11TT AL OF BID !NV!GA TES CONTRAC. TOR :s COGNIZANT OF ALL ...OB SITE CONDITIONS AND v-lClRK TO 6;:'. PERFORM2P, ALL EOUIF'i"1;:NT Et.ec:rn.1::.AL C,H."',Rfa..C.-TERiST!;:-5, LOC-1b..TION5, AND CONNEC.T)ON REGUIREKCNTS SHALL 6E VER!FIE:D PR:OR TO ANY ROU5H-IN }"~RK. ELECTRIC.AL CONTRACTOR SHALL FUR.N15H THe: FOLLOYilNG SHOF' DP..AIA!IN0S FOR N"P~VAL, ,:;i_ ALL LIGHT F'lXT!JRE5. b. ,>\LL ELECTRIC-AL SE:"<.V!CE EQUIPMENT, D!Si'RISIJTION E;GlJIPMENT AND PANt::i..BOARDS. c. OTHER ITEMS AS SPEGIFIGALLY lNDlC..ATED, ·n1ES1= !Tt':HS Si--t.&.l.L.. SE APPROVED BY THIS OFFICE PRIOR TO ANY COMMENCEMENT OF PLACING ORDtRS OR PERFOR.Milxe, ANY ROUet-i-lN l"OR!<, COHPLE7E ELEC-TR!C,.1.,!... 5Y5TEM SHALL. BE GROUNDED (N AC-C.OR:?ANC-8 r1!TH THE: PRE5ENTL .. Y Al?OPTE? EDIT10N or n-iE N,E.C. ART, .250. PROVIOE THE Ol~!<. AND THIG CNG!Nl=CR WITH ONE 5ET 01"' E:LECTR1C-AL "AG-61.JILTG" Ai THE COHFLETION OF .JOB, 5l-OAN TR..A.NSFORMER t Fi6Gi AIRE HAND DRYERS AR.E TO SE FURNISHED E--Y OTHERS 4 iNSTALLED 6Y T~E: 8LECTRICAL WNTRfa.CTOR. 5PL!C-ES IN UNDERGROUND PJL.L BOXES SHALL. BE MTERPROOP. !.,5E T ¾ B 2 0-8BU"rT SPLICES OR. C-TAPS. SEI:: C.ITT' STD. ~ :205-L. TAPE V",IITH 2!> LAYERS OF RUBBl::R T.APE e. 3 LAYER£, 0~ VIN'(":.... TAPE COVERED 1-"'llTH 3 C.OATS OF S""--OTC.HKOTE INSiJLATfON. ALL PAN!::L5, RELAY5, CABINETS, ETC. SHALL HAYE. PHf::NOL.iC LAEl'.e:L.5 ATTAGHB'P. L..Ae!::L.5 SHALL ST'ATE THE EGIU!PMENT C.ALL~OJT .t 131: H/4" x B" -V'-,J-IITI: ON BLAC..!<.. 22, PROV!DE GI:: # CR.'?53~2BAI RELAYS FOR F.':ACH ClRCUIT 10 FIELD Ll6-HT5. CONTROL l-'l!l"fH CAR;;< RE/\DER SYSrel'--1. \ ' ' ' ' I ! I t TO 1'61t PlXTURES @ TRELLIS CA!'U? P.EAOER FOR FIELD LIGHTINe, C-ONTROL. MOUNT PHO"iOCEt..L A60YE V>ilNPOr"l TRIH, SE:E !"XTERIOR DETAIL A-bD. INTERMATlCC O K4321 MOUNT .J eox FOR H/>,N::> DRYER o 40" Al"F, MAIN Si"<ITC-HGEAR f"!ITH PANEL "A" . 15 KVA TRANSFORMER. MOUNT AOOVE PANEL "LA". PANEL. "L.A". RELAY CABINET 24'1 lt't x 96" H x 6~ 0, PROVIVE HINGED DOOR. lRRIGATlON C,ONTROL.LER ALL CONDUIT F!.IJN5 TO BE !/2" f'il'TH 2 t:2 THHN • •12 GND. HIRE TO HAND DFI.YE~ SHALL 6E 2 fllO J.1!TH #10 !SND. GONc.EP>.L ALL CONDUIT IN l"l!Bl.lc, SPACES. ]EJPlr I I 31872 Camino Copistrar;o San sluon Caplstra:rn, CA 9.7675 714 66',-7127 r".A.X 714 248-2599 1214 Eost G~een Street Pasadena, C/\ 91:06 626 795~2008 FAX 625 795~2547 IRVINE COMMUNITY DEVELOPMENT COMPANY 550 Newport Conto!'" Drivo NBwport Beach, Callfomi.a 92660 (7~4} 720-2000 CONSULTANT: Revisions 1'1E5T COAST DE516N 6RO'JF' i:J..1':.GTRIC.,t,J. 4: Lt6HTIN..-S EMS!NEERS 266'1:;i PAS'EO e~IU.O, 5'.JITE 200 SAN .JJAN CAPISTRANO, CA <12615 (ct~) 240--l~ie, FAX .:240-11!;}:2 3y Date ·--- -z fl:'. 0 u.. _; (3 :c ~ ro I- ll'.'. 0 a... 5 w z en 1-z LU ~ ::) 0 0 0 z 0 -l-o :) er:: 1-(/) z 0 (.) ...J (3 - er:: l-o LU .....I LU ELECTRICAL NOTES AND DETAILS Ol Job i✓o.: 98-1 i 0 Ol --------.. ' "' Or<Jwn: TF -,--·~ ' " (') c·1~ecked: RO/RN ~rr:. :,__, 0 " 5:;E -(1) :::: 0 0 uz F ,?~ 3 _J "' Q) I 0 0 iLJ 71" 36 0..0 c... I : I ' } ' z C ~ OJ m JJ I Not To Scale POLES Al, A2 •• *Note: Thk;. c:ilmen5-fon for-rerar·ence onl~. •. i./C1rlctnc.es r'lill occur dept.,ndlr,g on the follor.lng, - I. Stoe-1.pcic. to,er-ancos • .2. C.C:mcr-ete tole;af'.c.ee, 3. GalvanlzinJ .. thl(.kriesees Eki:;.i@d vpon _the~e-, a var-lance mc.11:, be e~c, .... Additional vcrran<..es v,ilil acc:,;r depe,"ldlng ot'l the hol_a depth oc.c:Jrac~. _;,..--" Wir~ Homess Inside hilo lt G2 Note: lric1udod v,ifi:h cc.ch pr-ojeict a,..o the fol!OYllna, (l) ir1~t0Jiotfon HFtlna bar (l) OTfo~t in:::;tciilat1Cn !eve! (3) /nstollotlon v.ed9os NOTE: SPORTS LIGHT FIXT.URES TO BE MUSCO. WITH INTERNAL" GLARE SH:ELDS ! • I I ,., ~ 1 , FOUNDATION I F!XTU~ QUA1:1_TITIES I PvLc: 1 HT. SIZE , BASEBALL I SOC.C:::R 1~o""ON . , • . . 1· ONLY ! ONLY '-' 1'"'' l-'-A,,,--'-1 _1""6~0'-'~So-"-"ci)"--x_lo_'+'-~s=c_--+I o j o_-1 A-2 I 60' 30"4' x 10' B O 0 I B-1 I 80' SO"(!) x 14' 3 0 5 ----1------t-------! :10· 130"4) x 12' I 4 0 0 80'1 SO"c!Jx 14' I o S 4 · >---+--+------+------+-----+-·· C,-2 S-1 S-2 5-9 101 30"q) X 12' 3 0 0 80', SO"~(j)_x_l4_,·,..., +---0-1_5_-+ __ o_--1 80' 30"4,l X 14' 0 --f-1 0 80' 30"4' x 14' 0 , 2 I.. 6 2 ££9~ FIELC s1m: .sl.ill.:: --Yl£'t[ Not To Scale POLE B2 3 MiNIMUH Cf b' CONCRETE ON ALL SID:':S OF BO.'< TYPICAL AT .ALL PULL BOXES FOUNDATION TOP 4" OF ElASE AND Sl!RR.CUNDIN6 C.CNC:.RETE SHALL BE 5 SAC:.K ivJiX ,"'ilTH NO R.CCK. TYPICAL. NTS ' i "\ l £fill~ flELD S!DE ' I I I 1, I ~ ' ..EEQtll.Jllf.Yi' r,nn SIDC HI --.If' ... -' ' . .· ' /' I 1 I I l 1 ~ -.-- filQl'.i.L'llE'ii' fllLD SID£ l ~.E....'ilE1i Not To Sca!e Not To Scale Not To Scale. POLE SI 4 POLE HIN:MIJlvi OF 6 11 GONC.RE;E ON ALL SIDES OP BOX TYP!GAL AT ,A.LL PULL BOXES TOP 4" OF i5A5E AND 5UR.ROJND!NG C.ONC.RETE SH.ALL BE 5 SACK MI.X V'!l,H NO ROC:.K. TYPIC:.AL. NTS Bl POLES Gi H!N!HUM OF 0" CONCRETE CN ALL 5!DES OF BOX TYPICAL AT .ALL PULL BOXES • • . •• • . • • .. • • TOP 4" OF BASE AND SURROUND!N6 CONCRETE SHALL BE 5 SACK MIX V-SITH NO R.OC.K. TYPICAL. S2 \ -~ NTS 1-----------------------------..,...-----------------------,.,..,.--------------------------,---------------------------1 POLE <i rlXTURE DETAILS TOP 4" OF BASE AND SURROUNDiN6 CONCRETE SHALL BE 5 SAC:.K MIX ,~ITH NO ROGK. TYPIC-AL. FOUNDATION NTS -.. - T 13 \ POLE NEAR GURB DETAIL :: i 11 I POLE IN SHRUB DETAIL I 8 , --L -· POLE IN TURF ISOiv!ETRIC ELEV,ATICN , I MATCH V\IDTH or BEAM VER.IPY DEPTH Of ELEC. 'J' BOX PROVIDE ivtOLJNTlN6 KING TO HATCH. S GAUGE GALV. STEEL PLAT!:: F/',GTORY PRIMED VERIFY DIA. OF LIGHT FIXTURE AND MOUNTING REQ'S PRIOR TO FABRiCATION. PROVIDE TABS AS i'-iAY BE REQUIRED. LT. FIXTURE "G" V'iHERE OCCURS SEE ELEC. PLAN FOR LOCATION OF Bi--1. SEATS REQUIRINS MOIJN71NG RiH0. TYP. SEAM SE,AT ..,.; LIGHT FIXTURE SHOP DRA!Al!NS REQUiRED I ' I I I I NTS DETAIL #I I cq h,.. ____ --= -----re I Ji I I I ' 18" I --1 POLE SHALL E,E FABRIC,A..TED Y"ilTH A r'IELDED RE!NFCRCcD RIN6 TC MOUNT / THE OJTLET TO. CONTRACTOR SHALL / COORDINATE r"{ORK V'ilTH ft;NGE / / C.ONTRAGTOr<. MOUNT HUBBELL at 6F55S021 OUTLET $ ;',PPLETON # / FSK-~GF::! GOVER. . NTS TRELLIS FIXTURE MOUNTING 12 OUTLET @ BACKSTOP ~ "-J :1: ~/ i 540EBOX FIXTURE MOUNTED @ 25' ABOVE GRADE. POLE i'fANUFACTIJRER SHALL INCLUDE PROVISION FOR A SIMPLEX, OR OTHER TYPE FITTING, THE ARM (IB" LONG) AND HAND HOLE ON OPPOSITE SIDE OF POLE FOR ¥'!IRING ACCESS. 25' SID[ VJ;s11 .SIDE VIEW Not To Scale POLES .A2, G2 4: S2 6 POLE S3 0 SECURITY LIGHT 120\/AG N f • I -------? ~--+--o5 2 141 lfE ' 2 L -o5 -06 -'-o1 4 -- i 0 ?, -8 ----0"-J>· 11 "l ·-- [g i :~'-1----·-----~--1 SOF"TBAL I Ll6HTIN6 ,I I -91 I , ' fr-+ i ! L ______ _j r7 r-, _u ~ 0--- '7 ' ' !?10 ~ --H 11- __ , __ _j s OCCER 6HT:N6 Li ; ·-----If+-, a --·---·--·---i .~-+-~ , I~ , I I ~-_J ___ _j [I] 121 @I 'Al L4J ~ ~ 12C/24V,.l¾C 250VA TRANSFORfvlER Tl '1e" ,,,. , 0,,..,,. 1Nl"~"'MATI,,-±! E--,1 it::.r !"ii-VL-V,¾. I, t: ....... , , V ~ I l 1_.,u. TII"1E DELAY RELAY. SET TO 5 MINUTES, USE I! PIN B,A.SE. USE POTTER $ BRUMFIELD# C,NT 55-'16. SETTING 60055 T06GLE SV-JITCH SPST 120V. LAE3FL PLATE "TEST" $ ".AUTO" LIGHTING Rt=L.AYS. USE GE. # CR353ADSBAI. [] HOMEHTARY PUSH9UTTON. USE GE. # GR!04P-BGI08S, MOMEMTARY PUSHBUTTON. USE GE. :it CRI04P-BGI0!33, 28SA GARD RE,ADFR @ GREEN LED LIGHT. ; MOUNT CARD READER, PUSH BUTTONS AND LED AT LOCATION SHOV'!N. MOUNT RELAYS, TRANSFOR~-iER, TiME GLOCK It BY-PASS SIAilTGH IN N.EMA ! TELEPHONE C,;.\BINET IN51DE ELECTRIGA.L ROOM. CABlt--!ET TO BE 36"v-. x 24"t x 6"d MINIMUM. LABt=L ALL GOMPNOFNTS. CONTACT JOFL ARNOLD@ PLS (562) 431-6802 FOR PRICING. PARTS LIST. AND INSTALL,\TION THIS IS THF ONLY SYSTEM USED BY NEIAiPClRT BFACH. CONTROL !AilRING SCHEMATIC NTS NTS ' I ,)1872 Corn!no Caplstrcmo Son Juan Caplstranc, CA 92.675 714 661-7 127 FAX 714 2-'iB-2599 '1214 Eost Green Street Pasad~na, c,c., 9110€ 625 795-2oas r:Ax 625 795-2547 PREPARED FOR 1RVINE COMMUNITY DEVELOPMENT COMPANY 550 f'Jewoort Contar Drive Nowport Be8ch, Ca!lfomfa 92660 (714} 720·2000 CONSULTANT: Rev•sior.s ·- 6, Y-lEST COAST DE516N GROIJP El.J;C,TR!CAL # !..16HT'!N5 l'c!<1$!N.EE~ ;.'.6M:2 PAY"-0 SRH..k\?, el.ll"!"E '.200 SAi\! JJAN CAPl~TRANO, GA "1:261"5 ('144) 240-1!}"/Zi FAX :J4CH1B:2 §.::: fJcte -- -----------···---··-· - ,/2\ . A, ------ & "'"'" ------ ,:;. 1.2::::. -- U) I- " z w ~ V <( ::J -0 =='= z DC: 0:: 0 0 0 <( I.L z -1Q .....I 0 <( -0 I- 0 -0 I ::J >= u er.: <( w I-0 ro Cl) I-z DC O'.'. 0 DC 0 0 CL ....J <( ~ <( w 0 z -er: I- 0 w ..J LU ELECTRICAL NOTES AND DETAILS Job He.: 98-110 m m ' ·c? DrawC1: TF •'" ~ ~ ' C "' © ... Cne:,kca:d: RO 1RN v,-, _______ ~-m <lJ C .. -rob CJ ~-= tJ 0 oz E 1 04 _, <-' 0 OJ I>'. <fl zo-C <Z "' ...JO 0.. Q.(.) ! ' 'i ' ' \ I s1 f,L_ ___ J ~ ' ~ • _J 'i ,4 ; , ~ ~ ,' ' ' I . I I \ I I I I I I I I 2 0 (f) -00 c, 'J \ \ ' \, I ,', i I ABBR. FDB. Fb.C. PD£. PA ILJ~i ---- --It -· NOTES: DESCRIPTION FACE OF BUILDING , ___ ., ______ ., _______ .. "'' .. --· .. _, ---·--··---· ' FACE r•· -.;, CURS -----------------·----"""'"'''"' ,. .. --· _,_ -,,--- POl!'ff OF BE'GiNNlflG __ ,. __ ··----.. ------- PLANT!NG AREA -----________ , _____ , ___ -------- /\L.iGN -· ---------·-··--.. --·-·-·-" ,_., ____ CENTER LJNE CONSTRUCTION LE6E:ND NO. DESCRIPTION DETAIL G) COtK.:.Rt: fE F'AV!N6 s L/LC.2.3 -----, "" -------------------·-- 0 t=XP,-4.NSI0/'1 JOIN,·, TYF', B,D/LC..2.3 ·-·-·--·-··-·------·-.... ----------.. . ----··-@ SCORE JOINT, TYP. C/LC2.3 @) .. _,,, .... ,-··---·--_____ .,_, ______ .. -----p--:t: -···; ... .,-- TRA..SH REGEFT1CLE ,~E1 ER 10 LEGEND . '' . -' -··-· --.. . .,,, ______ ----.. ·--····"'' @ HAHDIChP .t\CC.E55 RAMP I G/LC2.3 ., ---..... ,,,., -------' ------·· -. ---@ ---------·------· ---T E.Xi5 flN0 51 DEhl/'-.LK(PROTEC T -i N-PLACE)I ' _________ ,. ------· ____ ,, ________ ,,,,_,_ ··--------- @) DOUBLE VEHiCU'....,-\R GAT!:: ! M/LC2.3 I __ ,,,,,.. ----. ---.. -. ---1---- i FOR MANUFACTURERS AND MODEL. NU:vlBERS, 5EE INCLUSIVE COl~STRUCTION LE6E:ND ON SHEET LC2,i. 0 1C 20 I :: =1 ~ -~,r: NORTH SCALE: 1 "=20' ---·- ------ KEYMAP I 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 PREPARED FOR: 1RVINL COMMUNITY DE:VF.LOPMENT COMPANY 550 Newoort Contar Drive Newoort Beach, CallfomlQ 92660 (714) 720-2000 CONSUL TANT: Revisions By Date /\ L --• ~ z a:: 0 - I'-<( < I- 0 0 ,..... D= C() 2~ -::) LO OI a:: 'r" 0 >-0 I-I-z< ' (I) >-0 <( LLl z < 0 o ca 0 a:: < I-0 I-0:: I-a:: w I 0:: -o CL ~ z CL < I-<( ~s 0 0 LLl (I) _1 LU z 0 z :c <( !== _I CONSTRUCTION PLAN 111111 JoD No.: 97-523 ---__ ., __ --···-·-.. ·-~-- Llrawn: Bl.AFF .... --__ ., Chec),(ec!: T J1MH 1 lC 1.1 I ' • I ,, ' , , I \ i -p ~ -i ~n ii~ «A .. -·---7 o II '.I] ),; '..>: z1 Gl ~ 'l'. if\ ti, = ""' • ~~ •= = I ' /',, ; ' ·~., .' ~,,./ I] a a a {] I] ----· . ·c-~N~-;~ER ut":- 0 ,1 LEGFND CONSTRUCTI ~. NO, 0 0 0 @ 0 0 0 0 DESCRIPTION ·-1 c 'iL.C2.?_. K/LC:2.3 ' TURE=RS ANf2 '-! I E&END ON .Si -FOK MANUFAj~ CO"!STRUC I ION --SEE ;NCLU51\ • ' -- 40 ID C ~o 'i---------i :::J ' i I I j \ \__,/ I NORTH SCALE: 1 "=20' / KEYMAP • C istrano ,.. camma ap 92675 3J~~~ Capistrani;f~48-2599 Sao 7127 FAX . 714 661- n Street 1214 EaSt Gr~.91106 Pasadent,& 626 795-2547 626 795-2008 PREPARED FOR: cf~ ~9 NT COMPANY VELOPMC. -v1MUNITY DE r Drive 1RVl:-JE cor 550 Newportcc~~~~l"la 92660 each 8 - _., Newport ,:?14} 720_:zooo CONSULTANT: Revisions By /\ '-" - z 0 -l-o :::> er: I- C/) z 0 0 w n.. <( 0 Cf) 0 z ~ cor\JSTRUCTION • PLAf\J lC1 , -' 0 O'. .I fl,:..;;_~ ::,>- _L <i:z ,0 iiu " ~ 0 U) -~ "- I I ' i I , I I Er I I ii I ! N LEGEND CONSTRUCTIO NO. .. .. PETA.IL L/LC2.3 L/LC2.3 P/LC2.4 PDE. PA i 'NOTE:S: POI NT OF .~:~~~~~G ., i:::,LAN I ING AR~A --• ·--··- AUGN IL_ ________ - I - I / I I NORTH r KEYMAP I 0 10 =i l : i 20 40 C I I • Capistrano 31872 ca-0m~ no CA 92675 San Juan C~pi~~ 714 248-2599 714 661-712/ n Street 1214 EaSi. Gre:_ 91106 Pasac_!_en~,,3;_ 626 ?SS-2547 626 795-20u8 ' PREPARED FOR: If~~ \10))Y ELOPMENT COMPANY MMUNnY DEV~ • ~ Drlvs IRV!NE. CO 550 Newport c;.~-~~ra 92€:60 B ch Ca.1,0 Newport 17e1a4):: -; 2::0_,2_0_0_0 __ -==-LL--=~~~----I ~ONSULTANT: !-u <( 0:.:: !- z OI >-~ zw <3 cc <( !-!-0::: -o z CL 0$ CC LU z z 0 -!-(.) :J 0:.:: I-(/) z 0 u w CL <( u (/) 0 z ~ CONSTRUCTION PLAN · . Drawr: Checked: __ .. ' .. - -TJIM.!:L. l·C 1.3 . ' I CONSTRUCTION LEGEND SYMBOL ITFM I I M.ATERIAL COLOR MODEL NO. MANUFACTURER OR SUPPLIER DETAIL REF. 0 C n· u' RED r ~NC RE-"' SOMBERO BUFF N/3' X c0; SANOJT --vL' -,.__,c.,, ,._., -! ,__ L.M. 5COFIE:LD CO. JOiNT5 ..t LiGHT SANDBLAST FINISH A/LC2.3 !-----4-------------·--r--·-·----·-··· -------!--------------1-----------·---- '2' CONCRETE P/\V1NG 2 I COLORED CONCRETE I SOMBERO BJFF H/'B" x ie•· SANcu, '\:::) J011'1T5 .t LIGf~T SANDBLAST Fl!'ll:3H L .. M. SCOFIELD CO. A/LC2.3 1------1---··----·-·---·--+--------------·"--·---------------~-------·-----·----·-·--·-r:;, NATURAL GP.EY l✓ITH MEDiUM BROOH FINISH 0 CONCRETE PAVING 3 CONCRETE AND SCORED $ EXPAl·JSIOI~ .IO!NT PER '°LAN. l./LC2.3 1------+-------··------+··--·-----·---I----------------------·------·----------·---- @Bl CO~ICRETE NATURAL GREY WITH MEDIUM BROOM FINISH 6" COl~CRETE PAVING 3 ANn s·roRF[":J , FX'-'ANSICN ,·)1N1· peep p, '.N .....--.-,, , ___ <:., __ f I ,_ )I ,._,(. , I L , .._ . ,_r_ , L/Lr2 • ,..., -.:> 1-----·-+---------·--------· ~----·----·--·---~-----.. -----------·------------------------------- 0 EXP.ANS!ON JOl~IT, TYP. B/L.C2.3 1------!----------------+---·--·---------------------·-----·----------·---·--·--------1 @ T'T'"'iCAL JOINT DETAIL C/LC2.3 -Q---+1-,-_Q_N_'_C_R_ .-,---T-. r-_-M-.0-,-,,c-_,T_R __ •. I. F-J---+-C-c--,-N-.c-,,-_,t:-T,-E------i1 ~N-,'1··T--l-JR-'./\-. -L-GREY \.:::,) -·-L "'-· ' ' • -H LIGHT BROOM F!NISH -----+---------+----------~------------------------+--------l K/LC2.3 0 SEE ARC.H!TECTURAL PLANS ----·-+----------------l------------------------··------------------------< (g) '-" ·--@-cc----t-·---------·-----j ---------~-N--A-,-.,,--U-R_A_!_-. -~----·-·---------------·-·1 I .l -.., 3 Po' ',Rl:::-1') 'N--1 A(.F.-20 --r,1,,~-,E·-, ::: c.i=, Tl'I'~ u __ ,..., l r' _, ---1. C L • "" ~ • ,, , ,.. L.',G-·t-tT, -~.AN. 'D-B'As·-, ~·1Nl"-H.. ,· . -,..._,,, ~,.__,., -l '--'<. .. .'!__ ''-" '-"R=L.··," _.,1 --I __ , ...., -.,._'" ',1'.'CRETF ' C • ...__._), i . . -- CURB !,ND GUTTER F";OR GONSTR.UCT!ON ~1t\TERl/-·L A.ND Ll\iOUT ~JEE C..!VIL El'!61NEER'S PL/\N. C-3 ABBR.I DESCRIPTION . -... ···i·--·--···· -----· . ----·-··. -· F.Oll. . t-ACt-OF BUILDli'JG ______ ,,, _________ ,, ___ _ F.OL. i-ACE OF CURB t -' . .. .. -· ----· ... . ------ P.CB. -~ -~CJ! N ~,-_fiEGI ~iNll,G . PA Pi_ANTiN6 AREA -·---·-·· •• -···----···· -. ····--------- -,'JJGN __ i AU GN [ I ( ;N~=r:~-;:, -L-1 NF ---t--i _,__ , '·" , ,. PL.A Y 5 TRUC:TURE LE<SEND ------------ SYMBOL I iTEM I @ I 100!21 CLUB HOUSE H/ARCH ROOP @ I !22537 4 PL.ACE SINGLE POST $!,"ING (CO/\T=:J CH,'\IN) __ @71 :L::5::UUL~T:::KET SEAT (2) ___ -· --·--- '' A I '1 S' I C1E' 'I ,IQFR .. ), ,ILJ.+ ,_ V'l,-.--_\_J !1!406 /\RC'i (4) I 123393 ,=!REPOLE 123254 H!GGLE LADD"'R I 16249 VERTICAL LADDER 11347 ARCH BRIDGE H/BARRIER 122915 5!NGLE NA.VE CL.!1'-·15ER ! !0450 OVERH!.::AD P,AR,ALU::L B:-\R5/:-fOR1ZO\',,lT AL L_ADDER. I ,1471 HL. SUPPORT I 1522:' SLANT HINDO~ PANEL 1 I 115236 B.ALL MA7E PA.NEL I 115243 SOUND CH1ME5 PANEL II i----·-----l-. '.1.'._24:~~uRv;::D TR/\NSFFR ~oD:~~-4_o_" __ DE:':_ _ ---··----···--·-, @) 1 120571 2-5EAT AiRP'...ANE I ---~ @ 120571 2 -SEr\T !,IRPLt\NE ! -------1 ® '0()()3" cf-R'''C: cpc c; 1 • 12·'""A·1·5• ~-! --' -.2 :.:;-· .: 1\1...? .J __ j_ ,.) .,,,1/'.I \ -::it:. . ) 1--~----------• MANUFACTUREf?, LA~JDSCAFE STRUCTURt:S, INC. CONT/,CT: TIM HOD6ES; /082 5. E:. BRISTOL 5'.JITE 204 NEWPORT PiE,A_C\7. CA 92660 (949) 553~6065 .... , '·•- ------._______~---- b I C' 8 1-7" R .. ' I 0 _, 63'-C" _____ __?4'-10" ' ~--g_•-~o~"_..,l 6'-o:_~ ' ' ! ··---),..~ --=15_•-0~" ___ 7 _ 1. SA:"' DEi( HEA.R ~>JW-'ACE PER MANUF·/\CTUR::"R'S Rf:C.0;-.,1ME:rJ.DAT!O:'-!S, EX(END 5URr'AC.E ,;,,, M!:,...IMUM OF !2'' l~~TO SAND A.REAS 2 . .SA.F--DEK BASE GOURSE. BASE TH!C.K.'-IE:SS PER MANU:"0ACTURt:R'$ RECCMMfC:NDATION3. BASED ON FALL ZCNE REQUIREMENTS FOR EACH PLAY SY'.:1TEM. lN5T!,LLER TO r"'ROV!DE: DIA&RAr--: OF 13A5E 'fHICKNFS-.-S TO LAND'..':,CAPE t\RO-HCCT PRIOR TO INSTA:.LAT10N 3. CONGRET!:: BI\SE 5LA5. TH!CKNESS P~K PLAY SURF.A.CE MANUFACTURER'S REC.Or"1M::"}lDATION$. 4. CL!:::AN Pl Al SAND. crnHRN'.,TOR TO SUBMIT SAl''iPLf. 5. CONCRETE HEADER ARO:JND TF?.2E ;.-.!EU_. MATC:-1 ,ADJACENT l"1ALi:', COl..OR t F!N:SH. 6. #3 ~EB.AR 12" O.C, CO"JT, 7. ~5 REBAR l'\T 18" O.G . 8. 4" DIA. SCH.40 PERFORATED DRA!M UME ?IPC WITH 6RNvEL :.-lRf•F'PED 11'! MIR.AF! F/18RIC.. SEE CIVIL PLANS r~oR Li\OCATiOt-lS. ! 4, i40 NC. /~!RAFI f!;__ TER fhBRIC S,\ND UNDERL.AIMEN!. OVER.LAP SIDES MINlf--'.UM 12" ,\T ALL ENDS, 1 :o. TYPICA;_ CONCRETE PAVING PER DCT /,IL r\, SHEET :...C:2.3. ii. CONCRETE ~ALL SEPERA':"lt>lS PLAY 5/\ND AND PLANTEf-c:'.· TO MATC.H ADJACENT HA.LK COL.OR. 12, (3) #.1 REBAR CO~T. ENDS TO 3ENL) AND EXTEND !NTO 510EHILK5 f, M:N. OF i2''. PROVIDE 3/8" EXPANSION J01NT$ A~ +/-10' 0.C. MAST!G TO M.A":CH (....ONC:.RETE, , 13. FiHiSH GRADE. ! 14. TH1C~-ENCD ~o~r;, .. c_?N~!;E'.~ r~~v!NG. SEE DfTAIL ~" ~1;Et::" LE?.S· ~ .... .. I 15. TREE GRATt: . ._,fa:. ,.Dk.,TRUCl ,ON LEGEND , ·OR MA,-.lUF-'r,GTL.JRr.:R AND MvDf_::L. _J i6. IRRIGATION L:hlE 5EE IRR!6h1:0N PL/\NS, ! 17. 0"-4" N:lROLIZE> f'ORE:ST FLOOR BARK MULC.H. ~1UPPLIC_D B'T hGLINAGt\ r-r.cRTIL.IZER CO . ., r-·---·· -----·-..,,p~ffi' "i-ieR•,,..--, i in l <!) N 1lP lL 31672 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2599 '1214 East Green Street Pasadena,CA 91106 62G 795-2008 FAX 626 795--2547 PREPARED FOR: IRVINE CQMMLN!TY DEVELOPMEN f COMPANY 550 Newpon Canter Dr!va N-awport Os.ad•, Cn.lifornla 9:.!660 (714) 720-2000 rl _C_O_N_S_U_L_T_A_f,-lT-,--·-··-··--··---- I L\ l-o <( 0::: 1- .q-l-o ...l <( z 0~ OI >-u z <( <( w O CO <( I-I-0::: -o z CL ~$ w z z 0 -l-o :::i 0::: 1-(/) z 0 0 LU CL <( 0 (f) 0 z ::j CONSTRUCTION LEGEND & PLAY AREA ENLRG. ~I ....,,..---d 111111 E' a 0. Drnwn: 8&.FF TJ/MH C z-.o ·cu "-0 "C :i; "" §E -" 0. , ~o N 2?~ ,; -•-ID ro .SCJ 0 J 0 0 " " 0 ~>-v? ~z C ~o .s '1.U CL ' I \ ' I z G) ,:_ i I, $LOPED CONGRE~TE CURr, 2. CURLl AND 6Ui'TCR. SEE C.iVll F'LANS FOR COf.!S TRUC:TION J. MO/sSlRIP, SEE DET/,:L K/LC2.3 4 ,\TRIIJM DRA:N P::R CIV!.. PLA\15 5. FIELD UGHTNG, PE'< L..IGHTING PL.hNS 6. Fie D PEr..JCE iN CUR~? AM!J &UHE'<, Sl=E 9ET A:L !(IL C2.2 SECTION PLAN VIEW Sloped Concrete Curb L /I---S-ca-le_:_3_14-,-.-1'--0-,,----------------------- ,··· C ;(, ;J (1'.1 (_'.'_ ,--------------------~ i. FENCE POST. 3!ZC: PER F'-A.!'1. SFF-DE7 Al~-.J OF THIS SHE.f'T FOR FOOTINGS, POST I IE:Stff$, AHD LA.iOUT. 2. CONCRETE GLJKB AN!J GUT n:R. 5EE CIVILS Pi...,A,NS FOR (.ON$TRUGT:Ort 3. Ht'1i5H GR.ADI::. 4. COMPfL TED SUBGRAD'.':. B. 4DO" O.D. SAl._\/ANIZED ?OST @-:-,-:-i1_~1;-,,-.G_1 ~_0t_e_t_o_F_ie_ld ____________________ _ I -r ~HAH$ MOPE. NO. 31-;1c-, C.ONC PE'DESTAL DR,Nr'.:NC, FOUNT t\iN 1/2'' o:A. 'L' A~O-tor~ 5C,L T (TYf..J_ r-o..:! 4; ·-7 I l 4. 6 1. 8. 9. 8" D:A, AMATEK Gf<.::::LN VALVE tlOX :J/,4'' GhTE Vt\LVE Hiii-t PEA GRAVEL ,\T 5/\SE. FLU5h 1-'!CI.Jl'l-:·!NG PI_/\TE PEP t~A~.:JF. :SPECS. I (ONCf<'.ETE P/\V;~,c, TO MAlCd FDJACENT" NALi:"., j FCOT!N5 Pr:F: M't',NUF. SPECS. ! ! 1/,:f l--i.N">ff ':0 SE;...;ER SYSH::':.M {5C..H, 40 P'/:~) SEE CNG!NEE-R'C:, PLA.t-,; FOR C.ONNF.-::.7:()',J._j -3/.•r' '.::.~UPf-'LY U:~=. 5CE f.:NGINEbR_":j Pl_AN f-'-OK SUP'f\_-f UNE CONNECTION. __ NOTES: rcx;01TA!i-~ 70 H.-"'Vf; u::~HT $A.HDBLA$T 1-lA1lX~AL E)<~'O:';,CD AG'5P..E:G.A.TE. FOUHTAIN 2,i-4AU. C0:"1Pi."f i~:TH A.0,A. ~":E:.GUIRME-i-.,!'=>. Section J Backstop and Field Fencing Plan I I i. 3. L P:TCHIN0 RUBDEi:;z 5TOV DOHN Bi TOMA.RK SPORTS INC. 2. I APER BRICKOU:ff P:ZOM 3" TO'<'" /,T RUBBER 3, !='URE UNGROUND C.LAY 4. qo% COMPACTfD SIJBGRADE PE'R GEO TECHN:CAL RE:f'CRTS COt·K,RETf' PINING PER ARCH:TECT-5 PLhN. .," R.A..DIU3 -cyP, I B!_EhJDED 40% BR!CK DUST, FINISH GRADE 60,, (LAL F.6. PD< Pl.AfL ____ J ~ Typical Footing l ~o ------------------------ i. 2.875" 0.D. GALVANiZED Vf:RTL'.',AL PIPE: RIBS. 2. 5.563'' OD. 6ALVANIZED ARCHED 0\/5:RHE'AD P!PE. 3, 2.675" G.D. GALVANIZED TOP' RAIL PIPE. 4. 4.00" O.D. G1\LVA:~IZED VER.TICt\L PIPE FENC!N6 POST_ 5. 3.6~-'S" OD. GALVANiZED MIDDLl RAl~ Pii::'E. • 6. ~,.5&3" O.D. GALVAl-.llZ::'D VERTIC.,\,_ ! Pif'E. POST, SLlF'PORTiNG t\RC.H'.:D II OVER!--if.:.-\D PIPL. 7. i.90" OD. GA.LVANIZED TOP f<.AIL I P!PE AT 6' FENCING. B. 1.90" OD. GALV/\NIZEG DOlTOi-'i ,, RAIL Pl:?E. I 9. 2.07?" O.D. GAL Vr\NiZE::D V:='RTIC.A.L !O. 2" b GAL'GE: COR:':: THER.1'1/\LLY FU5f:D GH.A,:N Lii'1K +=A,E,Ri(. Or, FIELD S!DE OF BACKSTOP TOR BOTT0;'"1 ,At~D COURSE. 11, 2." 9 61-.UGE CORE THERMA.LL "( r'US!':D CHA.IN UNr( F/\BRiC ON F1ELiJ 5!DE or· BAC-K51DP FOR l'-'.1:)DLE AN.D TOP COLR3E i2. GONCR.E'fE FOOT!NG, Si::E DE:i'A!L. !, SHEET LC2.2. 13. SATE ro FiCLD. SEE DET/\IL H, 5rlEFT LG2 .2. !4, DUGOUT R.r\MP. SFE DFTAIL. D/LC-2.2 NOTE:5, j; A. CONTF:.AC"f"OR ro SUPP;_.,. 2,:·t(JP DR.Av,ilN6S FOR APPP.OV AL fiEFORE c.o_"_s_i_R_u_c_T_lo_N_. ____ _ ' 5,'\F··T-GUDER HI DOlJl3LE FIR'.:~T BN:>E D"f TOM,-'\m::. $POi'<::~s ,NC.. 2. I 3. CON.CRETE fOOT!NC, ?ER M/•.t-.:,JF/·DfVRER.S ! SPECIFICATION~,. 14 CCJiS0 ACED SCB6RA0l" I LJ I ~---~· I NOTE ., CO!¼T ACT TOM,\RK SPORT:-, !hi::. 409-371-154/; ( Base and Anchor A >---------------------------------------~) Scale: 1/2" = 1'-0'' -·--------------------, i I HOME Pl .ATC --6EHER, C, 8UF-:Y I ·1 13"( 1 OMAR.K 5PORTS lt'-:C. I I, ~·-SRICK DUST IN FIE::LC. I I ~ COMPA.CTE.:0 5L.IBGRr\DE, NOTE: -GONTAGT TOM.-'\Ri<. SPORTS INC. 909-37!-!844 ----··-·- 2 CGr..JCl<.ET[; r"'GOT;i'-16 Pf.:R ,-..w,;u1~.~c11J'<'.t"R3 5PCc.:P;c.l\Ti0~6 ll ~~;;.~NEN1 5f,.T :S:i\CK 3. B!Z!CK DL.:ST 5EE ~>PECif=rcAT!ONS 4. FCNON/S ?OS"> NOTE: !1At-1UF/\'.'.',.-;·:_iRER: LA. STi::l~l CRAf'T PHONE-I-JO. 816-798-7"10! r b : ) ·-1 Or'JC~L:;Tf: DLJGOUf Rr.r,,;F' ;_.Q(,fo.7T'D AT ALL. MC-i- E:LD B.'\CKsTor., c,;.,·:Es (HIDTH oi:.: OPEf'l!NG) I Ol1P!\CTED 5LJ5~,RADE PER 6C:OTECH REPORT 1 3. BR!CKDUST i 4. CHA1NUNf..: BAGKS1CP AHD FOST ! 5. GONCRE:"E BAND I :-COLO JOiN1 , . /f3 REBAR. !:?'' O.C. frJR.OUGH eAND Al--!D Rhl"1P 31672 Camino Capistrnno San Juan Capistrano, CA 82675 714 661-?·127 FAX 714 248-2599 1214 Eaet Grecr1 Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 PREPARED FOR: ,-'({'?, ~~ ~0 IRVINE COMMU!,.JITY DEVELOPMENT COMPAI-..JY 550 Nowport C~nhJr Drive Newport Beach, Callfomla 92660 (714) 72.0-2000 CONSUL TANT: Revi,;;ioris /\ !__, __ , _____ ------------- 1-u <( 0::: I- '<;i" l-o ....J <( z ~-0 I >-u Z<( <( w um <( I-I-0::: zO 0 CL co s w z z 0 -l-o :::, n:: 1-U) z 0 u I.LI CL <( u U) 0 z <( _J CONSTRUCTION DETAII_S I. 111111 J ,o_b_~Ec ... 97-523 --·---·-·--I Dmwn: BI,t;..FF ~ C ro 0. ~§ ·.:::o "·-0 E 5,; ; 9 ' §E ! C N D g-' -ro·-f,j c~ ,,. Q) ,; ~a 0 (,,.,D~--Dugout Ramp Seciion/Detail ~ NTS I LC2.2 I -' 0 0 .i-; "' m zr-"' "z C -□ ('J a.(.) i a: I I ' I : I z L. .. ~-rn rn JJ \ I I ,, ' I 0:J.,®, • ' ' \ ! I K Concrete Mow Sirip 0 Concrete Paving ~3··,,,,1'.-li" I, NATUR.AL GO!',;CRETE MOhl STRIP hi TH MEDIU'-1 ~ROOM F11'.;l5H 2 !14 REBAR CONTINWUS (CENT:'::RE0) 3. 3/e,'' RADIUS, TYPICAL 4. 1/2" TO FINISH GRADE, L'\WI~. 5. 2 " ro FINISH GRADE, GROJi,DCOVER NOTE: F'ROV;J[ V2" ':HICI< FIBER EXPANSiON JOIN1 @ 40' o.c., t\ND AT 1\LL CHNlG[S IN DIRECTION, F-ILL JOl~Tr FLUSH HI frl i/2" x 1/:.t APPRU'/::.'..) S:UCONE: SE:AL\NT. PROV:OE 3/4' DEEP SCORE UNE @ 10' O.C. ' I. FINISH GR,\:Ji:.:. I (,ONCRETE Pf..\-'ING --REFE'< TO ' PLANS A.ND SP::.':CIFIC.A f,ONS FOR i ' :~1M1Srl, COLOR. I 3. )13 REB:\R A.T i8' O.G. Et\;'.:>i HI'-:(.! 4-SAND SJ:35l15E, I' I :;:;. C.OMPAC.Tt:D SU!30RAOE. (g0%) NOTE: a I TH!CKEN CONCRETE TO 6~ FOR 10' WIDE hALK ON WEST END OF SPORTS FIELD AND BEHIND BAS-EBALL BACKSTOP, SEE SHADED ,•\REAS ON PLANS. / iM Double Traffic Controller Gates Scale: i/4'' ,=; 1'-0" I. 12' TRAFP!G CONTROLLER GATE:~) PER URBAl-..J -'°\CGE550RIE$ ·' MODEL ll TC-iOO ? COMCRETE FOOTING AS 5FEC.if:ED BY MF0 3 Gf, 1·E LOCK T /\55 l..OCK PIN PER UR.BAN ACCESSORIES 5PE:CIFICATIO~. 5 4. ECO G/~ TE BOLLt\RD 4. COMP AC. IE:D 5UB6R:\DE': PER GEOlECl-iNICAL. R::'PORT N"' Single Traffic Controller Gate \..'....: l---s-,-.,1-e-, ,-,,-,-"-,-,~-,-,.------------------------------- ' ,. 2. r/\GE OF 6" OR 5" GUR.!3. GL!R.B SCORE JOINT, ALIGN NITH F---ROI\JT OP TACTILE STRIP. TYPICAL BOTH SIDES. ::-. SCE :"U,N:3 FOR N/\LK HIDTH 4. 0" RETA!N:NG CURB FLUSH H/51DEH:\C..K. ::>. ON LEVEL Si.,RfAGE AT TOP AND EDGES OF THE RAMP CONST!<'.UCT A TA.CTiLE STRIP !2" ~-JIDE: H/1/4" W!i.JE DEEP GROOVES 3/4" APART. '-----·----------------- NOTE:$: A. ACCESS RAMP AND SIDEJ,.JALK Rf:'TURN 5<-fALL B~ CONS TRUG TED OF 4' THICK COt~CRETf 5EE :JETA!L 6 SHEET C,-7. B. BOTTOM OF RAf"'.P, 51-iOULD BE FLUSH NITH 0lJTTER. C. h!FAKE'-NFD P~ANF ._i()INT~ SHALi_ RF: i" DEE;:, W/+" RN1P :'::[.;6E$. D, RA.MPS SHALL COMPLY N!T'-1 r\lL L.OGA,__ JURISD1CTION5. AhD ADHERE TO TH;:: LATEST TITLE: 24 6UDELINES. E. PR()VlDC HCRIZONTA!_ MEDIL:"-1 BROOM FIN15K i:-.1 CE:NTR/\L PORTIO!'i OF RAMF. G Handicap Ramp Detail Scale: 3f16'' = 1'-0" (])-'.. 'l' ol'-·-___ I N ' N BEVCL Barbecue Gri!I • SC<:ie: 1" = 1'-0" 2. 3. 5. 6. 7, GR.A\/EL BA.SE: H:'DR0-6ROH ~iX: GR.AS5Pr\VE 2.: GRASSPAVE 2 r'ILL: 5'JPPLiEF> 2 3 4. 5. BBQ GRILL. MODEL i 140-·00 Py~ ATHLETIC COMPI\MI 21/e,· O.D. PIPE (40'' L) 5iL!CONE SEAL AT FOOTING 36' x 30' CONCRETE P/\D CONCRETE FO:JT!t-:G, BEVEL (4l -W3 REBAR EACH 1---lAY, CONCRETE MOWSTRIP. PER DCTAI'... K THi5 5HE:t:·r. HYDROSROH f"11X G;;,,A55PAVC 2 FINISH GRADE. I" !N T w"RF, 2" IN GROUNDCOVER. 5UBCIKA.DE PER 0EOH.'.:Cl-iNIC.AL. RE.i"'O~T 6~AVEL BASE PRECAST 6" O.C:. NATUf~AL. (,OMCRt:::T[: PATH Mt\RKER.5 @ IC'-0" Q,C._ (SJBMiT 5Af'·l!"C'l.E FOR APrROVAL.}. TOP TYP GRhVEL SHALL B[: AN "OPENtt GRADI:P T(PE., f-,'S 0F'P05EP TO r\ 't>EN5F:" T"ff'F CO!'-:PACTr:D TO 95% r1A.Xl!"1Ul1. SIEVE ANAL ys:s BELO;.,.i: SIEVE ~,1Zf 3/4" 3/6" ll4 #.t'.cQ #200 % P.A,5SING !3"( H::'.IGHT. __ 100 85 60 so B Hr'D~O-GR.OH !S SPREAD AT A RATE OF SLBS. PER 10005.F. (Y:iXED IN I" OF SAtD ABOVE GRAVEL..; Tr'.E "&KASGF.AVE 2" /\RC FLr\CE~ ON THE GRAVEL BA3E :.-..JITH THE· ('>RID SIDE DOHN. THE Ul·~iTS ARE l'ffE:RLOCKE CONCRETE 5/\'..:9 SHALL Gt: GGED TO FIR!.>i" FILL TrlE RINGS TO A, DEPTH OF 1,25 INCHES FOR SEC:.Dlls.lS (~'11-TIC..H 1\L.LOV~S For.;:: l/4" OP SETTLEMENi' .AN;:~ COMPACTION). NO iJ::SS TH;\N !/4' OF S/\~D 5!---lOIJLlJ EE ALLO;siED TO COVER 11-iE R!NGS A!O-"TER GC!1PACi"l0"~ HAS BFE'N GOMPLE'TED. MAN-ARC RE..A.T!O~i5 C/i"1) s::n•-3772 ------------------------------------------ I I. i2' TRAFFIC GO~TROLLE'< GATES MO[)EL ff ; G·· 100 2. CONCRETE FOOTING A$ SPECIF:El) Dl MPG 3 Sh TE LOCK TABS LOGK Pll',l PER URBAN hCGESSORE';;S SPECIF!Cf..TiON 4 COMP/v'.:,TED SIJBGR/\DE i"ER 6.EOTEC:-iNiC./\L REPORT. ,r------=-"'-4;, ,: 3' •"' .L·-3'···0" ·""1 I I I I. 2. 3. 4 5. 6. 7. I. 2. i. I" .JIA. x .4" STA!NU:"::$5 STEB_ EiE BOLD. 2. 3/6" G/\l .. VA~llZED CHAIN NITH LOCK" 3, SOCCER SUPPORT 60AL. 4. POURED IN PLACED NATURAL GREI CONCRETE: hlTH ~1E:D, BR00i1 FINISH. 5. ~3 REBAR, 16" C.C. EAC.H v-!A'i" 6. CONCRETE CURB Ai'-ID GUTTt:R, SEE PLANS fOR CON3TRJCTION 7. LEAD .ANGHOR. POURED R.OK-it'!-P!_AC.E IN Wt-lCRETE PAD, D. C:.UB GR/\DE. Concrete Pad for Soccer Goal Seate: 1" c::c i'-0" Pct;RED If'.: PL-'IGE t\1\T-JRA!.. (.0~1C.RE1E. Hi'H L1GHI' SANDBLAST FINISH. 114 REBAR. GONT!MUOU5 TIP. TOOLED i/2" RADIUS. CONCREIE' P.A,ViNG PU~ DETAIL A THI$ 5HClT 114 HORIZONTAL RE::5AR. G0?'1PACTED SUBGRADE go% PER SEOTECi--lNiCAL REPORT. !½4 VE:R":"!Cf\l.. R:F'.:6AR @f24" OL HITH BEND, 3/8" Fi.::i.T VHH "H'· CAP MAS TIC 3f-::;\LA1-.JT TO MATCH c.or~CRETE, EXPA.N::·,10N JOIMT. lM VEf"s-:i"IC/\L REBAR @ 2-1" CL. NOTES: CONTRACTION STR!P FORMS t\J\lD h\RD TROWEL F1Nl5H ·AT T!ME OF CONS"'."RUCT:O'r\l. COhiSTRJCT C.0LD JOiNTS PER LA.YOUT Pl.AN. !N5Thl.L 3/B" f-.EG NllH 'H'' CAP AND .SE"-L HiTri HASTiC Sb\U::R. COLOR: TO MATCH CONCRETE, REBAR l'Q i~UN CON r-lNUOU~ n,ROU0'7 JOIN--;-5. iA iB Reinforced Concrete Paving Scale: 2" = 1'-0" Typical Expansion .Joint Scale: 2" = ·i'~O" (used in coricretes 1 $ 2) Typical Joint Detail .Scaie: 2"-::: i'-0" I I. I" i~~ TURF AND 2'' lhl SHRUB ,0,JSD GRCt.:ND GOVER AR!:"A5, 2. CONCRETE PAVING -REFER TO PLANS AND SPECIFiO\ TIONS FOR I r'INIS1'4, COLOR. 1 »3 REBAR A ... I[\" OL CACH HAY. I 5UBBASE: PER. 6[0 TECr!'G REPORT i ' COMPAC1l::9 5UBGRJ\D!=. (90%) J I. cc;,JCR.f:T[' P•W!N0 ~)EE: PL!\N OR 5PE:CIFICATtON'.::, r'OR CONCRETE F-1NISH At-.iD COI_OR. 2. REBAR AT 18" O.C.f.:ACH HAJ GOl·.fflNUOU5 Trl"<,OU6H ..JOINTS. 3. APPROVED MASTiC SEALANT TO MATCH GO'-iCRETE COLOR. 4. 3/8" FELT EXF-'Ais.l:";,ION .JOih!T nATEKIAL WITH ..:O!NT CAP ::>. SUBBi\SE: PER 6EO 'T EC H'S REF ORT. lj 1 ":Vis'" SAHCUL 2. CONC.R!:.'.TE: PA\'ll'<S. :?. ii-:3 R.!:.'BAF{ 4. 51_;5BA5E PER 6E:O TB..::.H::i REPOR !". tt3 DOI...JEL @ IB" ~).C. [MGED MiNIMlJM :2" I BOTH !:JIRECTIONS. P.ZOVl!JE C;\RDi30ARD ! AC P' ·c "'I ;::-==,,F oN--1DE 1· Vf'. . V V-,~•~v:.., C ,:;, • . 3/l'>" FLL T EXPr\NSIOht JOINT MATERi/\L WITrl JOl~n' CAP. I /\PPROV!:."D MASTIC 5f:,\L,4.NT TG MATCH GONCRETF: COLOR. 4. i/4" RA.VIU5, TYPICAL. 5. CONCRETE Pt'VlHG, PE!:2_ PLAN. ~ Doweled Cold Joint D ----~---------Sca!a· 1 1/2" -::: 1'-0" (used in concretes 3} - u /} I \ LJ IJ ln'I' 'If-0; ,~;~: I~ wA~/ w_m 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2599 1214 Ea!lt Green Street Pasadena, CA 91106 626 795"·2008 FAX 626 795-2547 PREPARED FOR: 1.R:Vll'JE COMMUN17Y DEVELOPMENT COMPANY 550 Newpa0rt Canter Dcive Newport Beach, Califomfa 92560 Cfi4) 720-2GUO CONSUL TANT: l -... I ;\ f_ \. ___________ , ___ ,. __ __ ,\ _(_'~-------- <( z o_ OI >-0 z <( <( w u co <( I-I-0.::: -o z !l.. 0> 00 > w z z 0 -I-t) ::J 0.::: 1-U) z 0 0 LU CL <( u U) Cl z :5 CONSTRUCTION DETAILS ~ C Job No., _ .. 97-523 • 0. -E Co ·2 u TJIMH ;2~ c--· "E Ou Oo '1.' ru ,;; fu -~Cl lC2.3 .., 0 "' zf--'\z _o Q_(j " a ' "" -' '" ~ C 0 +' ID w C ,:a c,_ I I i / z [_ < rn m Jj I i FTG h!IDTH L P! ... J)S 2'' ,, Ml N FORMWORf; PE:RT--·fl ':TED BEL.0~-.l SRAD~. UISLE53 F-U: _LY FORMED FULL, FORMED i 3 1/2" MIN STARTER WALL P.EG'D F·OR F'OOTiNG$ BELrn-~ GR,\DE. I 2. CU::'i\N TO.R!.c'.MO\if:: LJ,ITA:\!GE t SCtJV. 3. CURB CR STARTER WALL .::oRM 3 1/2'' !'~IN, 4. 2x6 MIN CONT. PLANK. c:c:. CUT BACK SPALL 6. 5TAKf5 NOT PERMITTED IN FOt."tnNG SECTION. 7. POUR JOINT (OPT} HOT:::s, /\. UNFORiv1CD FOOTING DEThlL MAI BE L:SED PROV!DED TRENCH IS 5T.A5LE .f. i\f-'PRGVCD BT STRUCTURAL EN6iNEER. f3. STARTER HA.LL 1$ RE:Q'D FOR t\LL MASONi~ '( ~ GONC. WALLS. C. SOLID FORM LUMBER MAI BE USED IN UNFXPOSfD COt'15TRUCTION IF IN GOOD SOOND CONDITION. D. AL 1\NGHOR SOL TS, R!::INFCRCING-, IN5ER15, ETC. TO BE FIR.r"IL I TIE:D IN f-'u\GE PRIOI< TO PU\CING CONCRETE. F. FOUNDATION CCt'--ICP.ETE Jv:AT BE PL.ACED CilRE'CTL ! l>(fO NEA"( PROVIDED i:-IE FOUNDATION 1·RE)~G: i,~ALJ_S ARE Si ,'\BLE ,-\S DETERMINED· Bi THC:: ARCHliF:::.T (S TRUC TURf,L ENG!NEER}, SUBJECT TO THE APPROVAL. OF THE STATE ARCHiTECT. IN SUCH 1c-, MAND.I\ TGR:r TO 1N3JRE C .. F..J\t--.: EAC.AVAilONS IM:"l[D!ATELY PRIOR TO AND DLJRIN6 1 HE PLACING OF GOt'1CRETE _ , Forms For Foundation I~ E ~ 1---S-ca-,-.-, -1,-2-.. -=-,-,_-□-.. -----------------------------~- 1/ () I b I. Bf'l5Kl:TBALL BhCKSTOP_ FR.OM L1\ t'YTE::'.!.., CRAFT. MODEL #0~5 H '/!t:-" DE:LUI.E F!BERG1_,o,55, l 2. BRE.AKN·--lf\l BA.Sf'.:E"BAL.L RiM FROM LI-, STEELCRAFT 3. NYLON NEi. MODEL. I.J$D-3 WITH cve.;-fRIE:D El"'OXY. 4. Bh51CETBAU. POST F'R.C)t'-~ LI\ STEELGRAF7'. MODE::L -:i12c.-vi- HiTH FONDERC.O,~T CASPAX-- ·7,1;:;z:;\t_ r.ion, 3/\C.KBOARD BRACE t\:. 50 TO BL POHDERCO,\ TE:D. E><Pf-.NSiON JOlrr;, T"'(:C>!C/,L POST TENSION °.A.VJNG PER DET/\!L G T~!$ $1-t[TT. TYPIC/,L CON(.P..LTF PAViNG PER DETAIL A. St-!Ef-:T LC2.3 e. COMPACTED SUBGRADE PER SOiL REPORT. 9. SLEE:VE: -SAMD FILL.., iO. CONCRETE FOOT!NG H!Tt--1 FOUR -#5 VERTi(.A:... REBAR 1...JITP. #3 TIES AT 5" 0.C. NOTE~~: ALL GOALS TO HA\/[: 7' POLE HITH GRAMENT STRIPES ,n EA.CH END. TWO 5E75 OF FOUR iNTER1:'.JR BE.~L T LOOPS, i :'.,FACE I' FROM TOP ANO I' l PROM BOTTOM. P.A,D TO BE .St::CURlD 31 USE OF ST,-\!t'-lL.E:'3$ STE::Ci~ "BAND:1·" THROUGH N:-ERIOR BELT !__OOPS. HOG Rl'-.16$ AND/OR LACES MUST SEC.URE GRA.MENT STRIPS TO Et\CH OTHE:i<. COLOR TO BE R.ED. R.E:'-'ER TO $PEC-IHCFriO~~~j P'OF) GECC-COLOR APPLICATION SPF:Cl!='IC.f-."flOHS / A I_ (4) ~ li5 RLBAR 1"0P 4 BOTTOM WiTH 113 TIES AT 12" O.G. REFfR TO D:':TAI!... C n-H$ SHEET. 2. DEAD ANGriOR '3. COMPACTED SOil .. 4 PERIMETER f-DGE BM. ?. 1/2" Di/\. Gt\l.-3LES t\l 3'·~5" O.C, EACH EA'( AT MID DEPTH CF SLAB. 6. #4 .A.T 4'-0'' O.C. f:AGH 0;.AY 2 i /2" ABOVE BA.SE. "7 SEE SPC:C5 R)R COURT FiN!:'}H AND COLOR. 8. .4" ::-)AND BAS::" H/ 10 Mil v::3Q'J~EN AT Ml:J ;)='PT!-' OF SAND L.AYER Typical Perimeter Section @ Dead Anchor Scaie· 112""" 1'-0'' ----,.-,-4-)---,-5-. _R_E_a_A_R--,o-·_r_t. ~T:oti l 1--.lllH #3 T;E-S A---; 12" O.C. Rt:FLR. 70 DJ;.:IA.IL C 1-JIS $t-;EE1. I . "2. LIVE/5iRC55 Af-..JCrOR. 3. COMPACTED SOiL. 1 1 /;_ f"E:Rll'1ETER EDl:.IE BM. $. !/2" CABLES /\7 3'-8" O,C. E/\CH (:/-,y .A.T MID DE:-'TH OF SLAB. 6. iM AT 4'-0'' O.C. EA(t-1 l---lAl' 2 i /2" ABOVE i3ASE. T SEE SP::':CS FOR. COLJRT flNISH _A}iD COLOR I, B. ,f' SAND BASE H/!O MIL Y!SQUEEN AT MID')E.i-'TH OP ! $AND !...A'1'ER, ~--..,-------·---.J ®--~-c~-,~-. i1_:-~=-i 1_P_0~_ri_m_e_t_e_r_S_e_c_t_io_n __ @_'.,_L_i_v_el_Stres_s_f:_n_c~_o_r _ i35'. BENQ_ c;o• BEND. COL.UMN .T~=IE~,O~R~B=c:=~A~M~5=' T=I R=R~U=P- R~:>D FOR t-:2 THRU 48 BAR R"'AD FOR W? ":l-t:<l! 1lii BAR R,·-12D FOR R:4 OR #ie BAR .. I 1(c\ l ~1,.._R_e_i_n_fo_r_c_in_~_S_te_e_l_D __ e_~_'.:__ii ____ , _________ _ ~ NotToScaio STRUCTURAL t✓OTES GENERAL 2. THC CONTRAC TO~ SH/\l..L VC~lr'f Ar--ID f3E RE:-1PON::,1BLE roR Ai-L DIMENSIONS A!'-.jD GOND!TIOC-lS /\T THE JOO SITL TH[ CONTRAC.10R SHALL BE RE:5PON5iBLE FOP E.F!ACING A.ND SHORir~G ALL EXCt\VATIGNS, TEMPO:-<'.hRY STRUC•U!~ES, AND PARflALLi CO>iPL.ETED PORTIONS OF THE HORK, AIL COND!Tt0N$ NOT SPECIFIC.ALL-;· SHO~H OR DETAILED $HALL BE OF THE SAME 71PE AND CHARt\G TER /\5 THOSE 5HOWN FOR 5il""!llf-5! CO~DIT10NS. 3. Al.I_ NORK AND MATf~IAl. SHAI.L COHFORM TO TH2: lNIFORM BUILDING CODE 1994 EDiTiON. 4, THE 51T"<.UC1 URAL DRANINGS SHALL BE COO:'<DINAT!::D N!TH .i\RCt-HECTURAL, MECHt\N,cAL, At~D FJ...EC..TRIGAL DRAHIN65. 5. NOTIFI THE STRUC.TL,RA:. ... ENG!NEER 24 HOURS PRIOR. TO PL.AGING CONCRETE. FOUNDATIONS I. FOOTiNGS 5~/\Ll. RE51 Ot'-1 FIR~-1, Ul'-lDISTLlRBE:D OR COMPACTED SOIL 1\T A M'Nlt-U'1 DCF'TH BELOH FiN!SH 6RA.DC OR. N.ATURA'..... 6Rl\lJ[ A5 $HOHN Qt,, THE r'OLNDATION DE"T AILS. SEE SOILS REPORT FOR COMPLE!E RECOMMEr--i;)ATIONS. 2. ALLOHABLC SOIL BEARl:--.:G VALUC:S .ARE BASED ON SOIL.'3 R::PORT DA7'ED .il,NE 20, 10,95 GY Nf'-'16 Al-..!D !,-J.C. 960!9-:2 ALLQJ,._jA3l.E BE.O,,RIN6 PRe~:;URI': :=,oo PSr'" (V.IN. i2" EMBEO.'--ff:'.1-..JT) LATER/\L Bi::AR!NG, 360 pn-:: FRiC.TION: OA REDUCE fR1(.TION OR PASSiVE PRE55UR.E BY 50 PERCBli HriEN COM.SINE PA55iVE PRE5SUR:": AND FRiC,T!ON. CONCRETE I. AlJ_ GONCRETE SHALL :-JAVE A MINl~UH ULTIMATE ,:::.OMPRE:'551\!E 5TRF.:r,..:GTH />-,"";' 2B DAIS AS FO~.Lrn,J::",: POST .TENSION S:_i\5: Si::E: NOTE f., OF TENt~IS COURT CONCRETE :,LAS Df.5KETBALL PC.ST f=OOTING: 2500 PSI MIN, 2. ALL COl'-:CRCTE 5H~LL hAvT. A 1--1/\>'.IMUM SLUMP NO GRE:\TER ":""HAN 4". 3. C[:'-·1EN1 5Hr\LL COHFORM 10 ASTM Ci:>O AND AGGREGi\"iE SHA.LL CONFORM TO .A.ST'--1 C33. USE li?E ii CEMe'iT. 4. r~'IX Df516NS $\-'ALL BE ,~1PPROVErJ DI TH~ STRUCTUR.f'.L Ei'--:6P>!EER PRIOR TO USE:, ,-\ND SHhi..L ec PREPARED iN ACCORDANCE v-JITH METHOD B OF U.3.C, 5EC:T'ON 1905 .2 3/4" MAX. AGSKEGAIE. 5, CONSTKUC:..T:at~ .JONrs !'OR SLABS or~ GR/--..DE Slif\LL 5C AS SHOHN o,-;: DRA),,!IN65 OP AS APPRO\/ED BY TrlE '.::ffRUCTUR,AL ENG-1NEER., PREPARE JOIN15 PER 1906 .4. 6. REFEX. TO TrlE Af.:.CHITECTUR,'\L PL.A.NS FOR MOULDS, C-ROOVES, ORN;\MLN\'$, CLIPS, OR T!::X.TL'RES REQUIRE) TO BE CAST !l\iTO THE COHCRETE .A.ND FO~ THE LOCATION OF DEPRESS'O~S, CURBS AND RAMPS. 7. C.ORr~t:Rf, or .SLABS, BEt\.MS, WAI.L:'.:'J, COL-~MNS. ETC. f,H.-'\!_L G!:' FGR!'"".ED WITH ·\ 3/A" GHAMF'ER UNLl::SS NOTf:D o·rt-tE:Rl.-JISE, REINFORGINS STEEL L P..ElNFOR.Cit-lG STEEL SHAU ... CONFORM TO ASTM A6:5 GRADE 40 FOR /14 i\l'-!D 5MALL.::-R N{D 6R.ADf.": 60 For:: #5 AND LAKGER, U.ND, t\LL Rf:INP..J~ONC➔ SHAL: __ 5E FROM IDENTiHJ.:D STOCK l--llTH MILL ANAL rSIS SUPPL..IEC-' . .AU. HELDED R[INFORC.!NS 5Ht\LL CONFORM TO ASTt-1 A706 . 2. A'. . .L REn~r=ORCING s1·1:::1::L. D0HEL5, ANCHOR BOLTS, ETC., SHA!..,L BE HELL 5[C..URf:D IN PLACE PRiUR TG PU·•DNG CONCRE:lt:. CON"TRt\ClOE C7HALI_ '.JSE 1CMPLA1T:S TO l~~SUR£ .A.CC:.UR.1\'"'."C PL.ACf:-MENT OF ANO-IOR BOL rs, DOH[':LS. Ere. 3. D0k~:::L'.·3 SHhLL BE PROVIDED A f POUR hN[) CONSTRUCT!ON JOifHS AN~) SHAU_ BE THE SAME S!ZF:: AN!.1 ::P,\CIN0 AS ThE REINFC'<Cll-..!6 SHO;.-.!N FOR Tt-lE :':iUBSf.Ql,:J:':t-.JT CO'.'-lSTRUCfr:JN -4. /\U ... GCNT!:'JU:.)li:j BARS ()C:?_ DOHE: ... ~) fkiALL l/\0 ::,o'' Dl.-\r1FTER$ IN COi'-<C~ETE ANG 40" D!A:"F:'TER::"., IN. Mr\SONRi. lJN: __ fSS :?.,HOWN OTHER.H1SE (2.!',"' M!i'<;d1UMJ, 5, P.!:=1NFORCING $H;\L.L \-!AVF TH[ FOLLOf-;:NG MIN:Mur--1 COVf:RS: COt~CRf iE AGA.lt'(5T EAR.frr NOT r.::0R.11ED 3" CONCR.ElE AGAIN.ST E.,0\F?.:"H F0RMED OR TROhiELED ~" " H.'\LL:3 N:D CURBS SL:\B ON GR.A.DE I '3/4" /\T CENH.':R BASKETBALL COURT POST-TENSIONED COf,IGRETE SLAB NOTES: SUB GR:\DL: S-DiL2; SHALL BE PREPAKE.D DY SATL.H~hTiNG THE 50!1 .. AS REC..OMMEND:::J iN THE f:,OILS EN61NEER5 ~EPOR I. 2, ·rHE SOIL. EN~?INEEJS:. .',.",HALL 11::::;;·r A'.~f) N"l;.,ROVt": ·:·H~~ SUb6Rr\OE Pl'<'EPA.RAT10N. PRIOR TO CASTING THE SLAB. 3. SHt)P DRI\V~!hi6::> FOi?. THE POST--TENSIONS CA:3LES AND .A.NC.HOR,AGE SHALL BE SUB'.·11'TTE:D roR APf"'F:'.OVt\L PRiOR TO PI-DP.IC.'-\rlO!'J OF ThE GA.8, .. E5. .4. ANCi-lOR.A.GE DEVICES 5hALI_ BE ;'JJPP1.IE;) Bl-AN rCBO APPROVE]) t--':Al-.!Uf,-\CT~RER. 5UBMIT iCBO RESf:/\RD-t RECOMMEND!',T!ON At.or~& NiHf :.;,HOP [)R,AJ,~iN&S f-OR .APPROv' Al .. 5. POSI--TENSl:JN SUBCONTRACTOf<S SHhLL S~JBMl'T E\liDf:NCE OF Al. LE/,ST 5 ·rc:AR;'; or-E':-<F'CRiE:'1CE V~I TH .::.iMILA.R Tl""PE PROJECTS. 6. GONCR.:::-rc SHALL !3E: 3000 PSi MIN. COJ'~1PR!::SS!VE :::HREN6TH AT 28 p1,;·::::, AND C."\5T WITH A SL'.)MP NOT TO EXCEED 4 !~CHES. Tt-:E M1\X .. v---.'ATEi<. CEMENT RATIO SH,\~.L ;'JOT EXCEED 0.45 USE TYPE ii CS-!ENT !r-ilTH POZzo;_,•,N. MAX hiATES::. SOLUBLE CHLORiL'C iOr--1 IN CONCRETE. ;v11x, DESIGNS TO STR~ . .rc.:.TUF!f..L ENGINEER FO~ REVIU--l AND N'PR(NAL PRIOR TO ORDERlr~c A.ND PULING ANY C.01'lCR:'::TE. 7 CONCP.::TE SURF AG:: SHALL BE TRUE AND MA l"CH rt-tL~ GFi\DE-3 >'10~ E:D ON THI:. APPROVED PLANS. Tfi!:::: SLAB S!iALL BE fL"•:r 10 HIT\-t!N :?/.::! INCil >~H!::N MEAS!.iRf:D ~..JITi-i A 10 FOOt ;':,TR.Ai6hT EDGE" AT l</,!'"f° L.OC.f,TJON. f~. P03r· TENS:ON CABLES :JHA~J_ BE 3/4 ,NCH 37 RESS REUEVED 7 h!IR.E STRAND CONFCR:"!11...:G TO .A.5TH A--416, THF C-/,BLES SHN.L BE CO/, !ED ViiTh A CORROSION RE5:STAN r GRf:A5F. ANiJ C:'.Nf::REIJ W! iH h PL t\STIC ~°>1-E:?-.,; H. 7 rll::: C./\Blf'..) ~)HA.LL BE SECURED !1'i PLACE AT M:D DLP'7H OF THf-SJ.AB BT S!JPPORl!NC, 0~ -r'Qp OF REINFORC.iN6 STEC!_, Ul. Tii'1A.TE :;'.,TRENG·n-1 CROSS 5EG'TiOr~AL AXE.A MODUL.US .ihCKINS r"CRC.E JALK1t~6 FORCE ELOi--l&ATiON TR/,NSFLR FCJRCE TRANsr+=::<. f-'ORCC E:I . .CJNSAl 10('. EFFECTIVE LOAD El_EN6ATION TOL~RANC'.:: =4i.3 f.si ""'.153 SQ iri =26.6 psi ,,.,33.0 Ksi ~.56 :nl [0 ft ,..,_7q :n/ !:'.J ft "-26.9 r;si "•+/-?% 9. 75% C,F THE POST TENS!ON:NG FORCE 5rlt\LL BE AFf'L:ED '24 HOURS AF~E.:R THE SLAB HAS PEEN CAST, THE RE"iAiNiNG ffl-.:S!O~l!NS SH,A,LL SE /,PPLiED HrlLN THE GL/\5 HI<, ODTA!t--lED BG% OP ITS S~i:CIF!ED STRENGTH. THE C.ONTRACTOX SH/\U .. TAK.F..: AND T[ST EXi"RA C-l'iJN')ERS OF THE SLAB TO VEkiFY ·11-1E CONCRETE: ~nREI-.JGTH. 10. TrlF. CO:•--JGRE-~i:: SLAB SHAL,_ BE CON'TINUOUSL I 1'10!S"T GURED° UNTIL THE TrlE FULL PRE:STRESS FORCE ~M:':, BEEN APPLIE[.) .. AS AN ALTER\.!AriV~ hPPROVED MEf'iBRANE COATINGS i'-iAY BE USED iF APPLIED I\! l;,.lO CO-\ TS f..T R.:6Hl AW3-u:s TO E:.A.::.H OTH[:R !N s--;-RICT l'\CC.ORDA:\jCC rllTH THE:: MANL!FAC iURERS REC.0M;"-"1[NDAT10NS. ii. IF-1.:.0NC.RCTF i.S PL.ACED IN hE!\HiER Wi--E:':R.i:: THL: TEMPERi\TURE !5 EXFEGT!::b ·:o EXCEED 50 DEGREE.5 FN•'<.H~HE;-:-OF< .N•ND SPEED f=XGEED!NC-, 'O !'"1?rl IH:: CONCRETE SHALL B:': PLACED !1✓ ACCCR9N-<CE v,'!TH Tf"II.-:: REQUiR.EMENTS OF AG' STANDARD 305-R 12. APPLICATiOt-l or CA3LE: rOR::'.!::5 5:+-lALL BE MOr-.ilTORED Bi A SPECIAL DEPUTY IN5Pf.:CTOR A.ND S'-1ALL !31:: f;STA:3:_13!-lED BY US!= OF A CALIBRATED PR:':SSURE GAGE. AND VERIFIED 5Y THE f:::,_.ONG.AT!ON OF THE CADLE3. 13. AFTER ALL THF: CABLES ARE STRESS!:'D TH:': Tr\iLS !:HALL BE BURNED OFF AND 7!--iE CABLE AN'.J EXPOSED ,\NUtoR GO,\TED HITH 5iKATOP I oe A~M.AITC CORROSION PK.OTEGTiON CO/\' ,NG Mt\TERIAL AFTER Cl.EANIN6 Ti/•E 20N~)IN6 S\JR.;:-:ACES. 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 651-71?7 FAX 714 248-25t-J9 ~2~4 East Green Street Pcs8deno, CA 81106 626 795-2005 FAX 626 795-2547 PREPARED FOR: H?VINE COMMUNITY DEVELOPMENT COMPANY' 550 N"'wpor1. Centa, Drive Newport Geach. Cnlifornia 92660 (71-4) 720-2000 CONSUL TANT: '-·--------------' Revi,,icns -s:;j" l-o ....l UJ Date z 0 -l-o ::, 0-:: 1- (./') z 0 () LU a. <( 0 U) 0 z <( _J 7 ST.RUCTURAL DETAILS .Job No : 97-523 TJ!MH lC2.4 I ill ro a " I i ' ____ ,. __ J I ' ' I ' ,, I I e,4 $HB C2 (2) EXISTING 3" SLEEVES, CONTRACTOR TO REViE~; STREET IMPROVEMENT PLANS FOR THE EXACT LOCATION, 36 SHB C w > <( z 0 U) co I 1/2" j .,. .r, ,.:j ·, ;, ;' " '·,' ,,., ' ,; I I . ' : .,·,·, , i ' \, ', "' \ \ I \ ' ' /,. / \ ,, ' \ / ,·1. ._·/\i, i·' \. \ f ,, " I' i I ' ' I : i ' :' I ' I I _.,, _,..,--' / : I ' ' : I' : '' .' " 'I,, ,', _ '' , ' i ' ' i I I ' ' i' ,' I ' ' C, -.\ \_ / ' ' I ' \ . ,., I \ // ' \ •. i ' 1 \ \ \ \_ '-, ; \ I / \ . ,. ' •, ,,_ i " ! .,,;,' , 1, I I ,: ,.;, :•/i,' 11 , ,'' 1: ' ' ·-.,.,,._, -- ;-; ,',' i i ' ' ' .'_( i i I I ' ! !, ' '" ::{; ••• '· I " \ IRRIGATION P.O.C. FOR CONTROLLER'S: 'A', 'B', 'C', ¢ 'D' THt~-LANDSChPE crnHRACTCR SrlAL.L PURCHASE.:: Af'.lD iNSTALL A 3" TJR.BO RECL-Al:-1E'.J HATER METER, WHERE SHO),',(N ON PLAH. A.t-10 VER1FY THAT THE STATIC PR::SSURE 15 143 _PSI PRiOR TO CONSTRUC,TION. CONTR\CTO!~ TC FUR.t-J1Sfi ND INST/\LL t<AINUNE (PER PLAN SIZE:· TO T•~REE (5) BALL VALVES, ONE (;) BASKET STRAINER. AND TO T/sO (2) QUICK COUPLER.$ Pt:i<. THE IRRIG,"-.TION LEGE:-;:> AND DET/,,!LS. (SEE PLAN roR SIZES). cmffKALTOR SHALL l~iSTALI_ rouR (4) GR.f5NOLD MAST!::R PRESSUR.E REGULATING VALVES, SEE LCGl:N:J FOR MODE .. NUM3C:R AND DETAILS. (SEC PLAl\ F"OR 51ZE5), C.00iT/'1GlOK TO INSTALL r·cuR (4) FLOH :"JENSOR, SEE Ll::GENC' FOR. MODEL N:JME:E::R t\ND DETAILS, PER THE Ml,J~~F"AC. TUREY..'S RECOMMENDATIONS. (SEE PLAN FOR 5iZE$), CONTRACTO!,{ TO FU:<N!5H AND :~61 ALL :\LL i"'-1AT!:'RIALS .AND LABOR TO E:XCUTE f,ND iN::HALL -~HIS P:J•.N. THC CO'·HRAGTOK SHI-LL C.ON!':ECT THE: 3" MASTER V.A.LVF-~'llRES, it THE 2" FLOW SENSOR. f"O CC~TROLI.Ek A53EMBL 1 'D' AS Tt!E t'-',ASTL:R C.Oi'HROLU::R ASSH1BL:'. ;f'JSTALL TH!:: BALL. VALVES, B/\SKET VALVES, ,-'IND 1::LOH saisORS !---llrHtN STRAINER, QUiLK COUP;_CRS, M.A.5Tl:::R fHF: !:JHRUB PLAi,.;1 !NG 1'.REf>S ONL i. THI: tLOH 5!:::NSOR f"!lf<E SHALL BE THE RA1i\Jl'1,A.5TER EV-C/'·'5-5EN CABLE. ALL r''LOH 5EN50R H!RLG GHr\LL BE ;N5TA.i..Lf:D WI rHIN A 1-1/4" SCH. 40 PVC CONDLIIT FROM TH:= FLrn-'1 5~N50R. TO INSIDE THE Cot':TROLLER A.55E:4BL Y. THE CONTRACTCR 5!-ihLL i"IAKE TH:': ~INAL COl'INEGTIONS FROM THE !:cL.CH SENSOR TO Ti-ft WNTROLLER h&:'>D'-:B:...tES. ALL --:·hF. MA!NUNE 5:iO!NN !NTH:': H.AKD5GAPE AREt\5 ARE DIAGRA,M:'"";1\TIG O~LI-TtiF. t'if-..lNL:Nt:(5) A!<'E IN1"E':NDED TO BE' INSTALLED VflHIN THE S!-1RUB /-,RC::A5 ONL I. ALL tviAiNL!NE, L1\1ERALS, A."-D W:RES Tt--:AT ~UN UNDER ALL H/.RDt:,CA.PL AREAS THAT /\Rt: StlOHN ON IHE PLANS SHA!....L BE Si.E.CVEJ 2 X'S THE ACTUAL PIPE SIZE HITH h SCH. 40 PVC SLEEVE, SEE DETAl!_5 FOR iNSTALU\TiON ANO DEPTHS. CONTRACTOR TO REJ'Ef"< TO ENGINffR'5 SEHER !: WATER: METER LOCAT!ON, TdE APPR.OVED CITY OP NEHPORT PLANS FOR THE EXACT riA T!;:R \ BEAC:i C.IV!L c-~ u u RECLAIMED HATER INFORMATION 87' v-lATER METER Elf:YATION;__ ~20, HATER POC H.6.L..L.-~--·"-··----C"iSc-,--- FOC ST Al IC PRE'35UR • 143 PSI REG'-.JIRED DYN.A.MIC PRESSURE..:..---o/:n5tT M.AXiMUM PEAK IR.R1GATION DEt1AN0;2..9.Q.....\Z:'!:::l CIVIL STATION NO_;.,_ __ "--·--· Mf.:T[R AD:JRESS,c· __ _ TOTAL. AREA SES::VJ=D:.__221."!:.?L. SQFT. r---rA.hA~ 6190.00L_GA'...../YR. EHU:..... 0BBIQ62 GAL./YR. SET PRV/MV FOR (.Ql,ffROLLE!<. 'A' AT;_-113.....PSI SET PR\i/1":V FOR. C::Jl',;Tf,WLLER 'B' AT; __ -112....PSI SET PRV/MV FOR CONTROLLER 'C' AT;_JE_PS! WA':-ER. METER STATIO\-l POINT: 2+50.%'. ____ _ RECI...A11'1ED METER ADDRESS: 141l !/4 E'&iBL-,TI:'.~ r· GFNERAL NOTFS Hi--lEN VCRTIC.AL. OBSTRUGTi0:'-15 (FIRE HYDRANTS. STR.E::'.iLIGHTS, TREES, ETC.) INTERFERl:' t.<ITH THE SPRhY ::.wnERN OF THE SPKI NKLER HE/\DS $0 /\5 TO PREVENT PROPER COVER.AS:::, 1HE iRRIGATIOt~ C..ONTRAClDR SHA'..-L ~iELD .ADJUST THC 5PR1NKLER SISTEM BY !N5TALUNG A QUARTER CiRCl...E OR H,\:Y' CIRCLE SPRiNKLER HEAD ON EACH SIDE:: OF THE. OBSTRUCTION $0 i'-.S TO PROVIDE PR.OPER COVERAGE. ALL ADJUSTM:::NTS Si-!ALL !3E MADE: /\T NO ADDtTiO!'~t~L C.0$T TO ThE OV~NER. (TYPICAL) ] .. REFER TO IR'.<.iGATiO~~ LEGEND SHEf::T L: .4 POR TriE. SITE ()t35ERVATiot-.J SC.hEDULL THE cor,ffRAGTOR !S RE5POl-l515LE FOR REV!E':WING. AND F=OLLCHi:-.JG TH£ OBSERV.A.7 ION SCHECUL.E. 3. THE IRRIGATION MAl~lLlhlE 4 tRRiGl-,110N Lt\TE:RAL';:; SHOHN 'fO BE INSTAL.L!::D ;N THE HARDSCAPE AREP.,3 /\RE $HOidt-: FOR DIA6RAMMA.TIC. PUK.P0.'3E$ or~L Y. ALL :RRIGATlmJ $Y3TEMS SHALL BE iNSTALLE!J NITHIN THE LANDSCAPED AREAS Ot✓L'T. 4. THf:: LANDSCf'P[: CONTRACTOR SHAi.L. iNST:\LL ALL BAU .. VALVES, BASK!::T 5TF'.AIHER QU:CK CO'.)PU:':R, MASTE:'< VALYES J':!Lrn,J SENSOR~ REMOTE CONTR(X .. VALVES' AND 5PA\?£ HIKE PULL 50:<J::S h!ITHlt'i 'rHE SHRUB PLANrlN6 ARCAS ONI-T. THE ONL I EXCEPTION i5 THE QU!GK COUPLERS c.OCAT!::D !N "THE BA?,EB/,'.J_ IN-FIELD f.:'.,I T!--!E fENCE: FOR DUST GON iROL F'L,'RPC5CS ONLY. REF!:::~ ·r O SHEET LI .4 it Li S FOR IRRIGATION i..ESEND, NOTE.S, A;'\D DETAILS. APPROVAL FOR CNS!TE RECU-,ll'1ED WATER S"(STEM ONL-r' t--lATER Mc:1ER.5 Af-.JD ALL C.ONf'l'ECTIOt,5 TO tRV!NE RANCtJ HATER. :.J!SRICT Fl'\CiUTIES MU5T BE APPLIED f---'OR./OR .APPR.O\.'E:D THR.Ot.Y..?H Tl-IE IRVlNE RANCH W.A.TI:R 'DI.STRICT 5Ul3DfVl510N/ DEYEL.OPl"rErrr SECTION. POR 5?E-C1r'iC REQUIREMENTS FOR FOR OfffAlt✓ING SERVICE CALL (94C,) .i:t53-5300. PC # /"i'bo/ _,.-, J ; -~--- ONSITE APPROVAL ;;,.ir-L''./,.~_dj, ..--DATE 6•_2;....__c;;e; _ ' --r-I,. ) C 10 : : • NORTH SCALE: 1''=20' " I , r" f / _____j LL ' ' \ , KEYMAP '\ \. .. / )E To: 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2599 1214 East Green Street Pasnciena,CA 91106 626 795-2008 FAX 626 795-254 7 PREPARED FOR: IRVINE COMMUNITY DF:VF.:LOPMENT COMPANY 550 Newport Center Orivo Newport Bemch, California 82660 (714) 720·2000 r _ .. I CONSULTANT: WP< I ~ :, DC I'-<( <( z t)~ ..... CL C0 I.!) OI ..,.. 0 >-t) I-z <( t) >-<( w <( 0 U 00 0::: <( I-I-DC I-0::: I Qt: -o s;;j-z CL I-<( ~s 0 w _j w z I I=- IRRIGATION PLAN Deawn: STA.FF Cl1ccked: T JiMH l1.1 z 0 -I-t) :::> 0::: I-lf) z 0 t) w CL <( t) lf) 0 z <( _J " .,_, 0 U) C -" CL 'Cl t!1 ti, t•·· ,, ~:.--/// ,1. : • \} /-}--·· (\i/: f' i vi n-u fl r1 0 Th n " ". ~-}' \1 u l). 44 SB ll \ '{ \ ',,(\), _v '/. ,• -· -· - 'j., ,'/ \ '•, ... ", ' 3 TR 15 C 15 TF I " 60 C 14 TF I 1/2" 15 C 13 SB I" TF I 1/2" •. --\ \ "· '· " " "· . . ., " . !7 C 20 SB I" ·--·-. 27 C 19 SB I 1/2" 32 c, 18 ' ' .. \ .... SB I i/2" C 17 SB C 16 l" C'1 C 39 4! TF i7 C 40 TF I " {j fJ 6 TF \ ,__, 50 C 33 7 \ ··-.. , __ _ ....... ·::_. C 24 C 23 13 2B 5B ·-, ., NOTE FOR CONTROLLER "A" CONTROLLER TO BE ;\ E:VQ'._lJTION -D~~L ST.AJ.:C: AlDi\E CONTR.0'..LER. CONlROtLER SHALi_ HE iNSTt\LLED ON !\ S~RCN6 eox BAO<BOARD. 1-':0DEL NUMB::R, I 1/2" 5B MODEL -If' HS-724-DX-IB--Y~i+-03-H~/JACK-i:;zC/PMRK\T SEE PO!¼T OP CClN!~EcT;ON t'iOTE FOR kDDITIONA.L EQJIPMENT ·ro 5E UTILIZED BY THC CONTROLLER. 42 TF 5 55 THE !20 VO~T POWER SUPR...-1· FOR HOO~.-UP OF IRRIGATION ASSEM3LY SHALL 5£: THE RESPONSIBIL11i' OF THE IRRIGATION CONTRACTOR. ~EfER TO ELECTRIC,\L PLANS FOR ,A,D!)ITIONAL INFORMATION. FINAL LOCATION OF CONTROLLER ASSEMBLY SHALL BE APPROVED Bi IHE O!,,!Nf:R.'5 AUTHORIZED REPRf:5ENTAT!VE PRIOR TO IN$TALLATiON. NOTE FOR CONTROLLER "B" GONTROL.LER TO BE A .. l=_Y.Ol.UTiON -DX2 STA.ND ALONE CONTROUJ'.:R CONTROLLER SHAi....L BE INST.AL.LED ON A $TRON6 BOX BACKBOARD. MODEL Nl.M5f:R: MODEL 11; ii5-724-DX-i8-HM-0'3-·i-H---l/JAGt',-iRC/PMRKIT SF:l:. POINT OF GONN!:-CTICN NOTE POR. ADD!T!Or-4AL EQUIP:V1ENT TO BE UTiLIZ.ED B'( H1C CCNTROLLER. THE 120 VOLT PO~--iER SUPPLY FOR HOO(-l;P OF IRRiG!,ilON h55E>1BL.I SHALL BE:: THE RE:GPONSIBll~i-;-1 or Tl-IE !RRIGATI0:'-1 CONTRACTOR. REFER TO E'Lf:CTRICAL PLANS FOR AD::JITIOt--.JAL NFORM.Al!ON. FINAL I_O(ATION OF CONTRQI_LER /\S5EMBL "1' SHALL !3E APPROVED Br 7"Hl:: ONNER'S AUTHORiZED REPRESEt--ff.A.TIVE PRIOq TO !NST/\L.U\TION. NOTE FOR CONTROLLER "C" CONTROL! ER TO BE A EVOLU i I Oh! -J)X2 ST Al'1D A.LGNE CONTRQ:_LER, GO¼TROLL-ER Sl➔AI_L BE i'.-.!STh:....U.:"D OM A 5TR0'.JG BOX Br\GKB0ARD. MOD£:_ NLHBEq_, Jv10DEL -11: H::':',-724-D>(-4e,-HM-03-r;H/ JA.CK-!RC./PMR1<1T sr--:r: POlr--.i--:" OF C..CNN:::::. ,·:oN NOTi:: FOR AOD!TIONAL EQLJIP'.'-1E;·,ff ro BE '.JTl!JZ[~D 51' THE CONTR.OL.LER. THE 120 VOLT PO!----lE.R SUPPL I FOR i-iOOK.-IJP OF IR;;zi6ATION ASSE::MBL T SHAL.L BC lHL RLSPDNSIBILITY OF0 THC :RRIGA'ION CONTRACTOR. REPER TO ELECTRIO•,L PLANS FOR. ADDITIONAL INFOK.MAT:ON. FINAL l_OG,\T!ON OF CONTROLLER .A.S:':EMBL Y SHA.LL OE APP!=ZOVED BY TH[ OWN~R'S AUTHORIZED R.::'PR.ESE."'-ITATIVE. PRIOR TO IN5TALLA'."<ON, NOTE FOR CONTROLLER "D" cot--. TR.OLLER TO BE A E:VOU.:TIOt-L::_12?-<__:__2 __ STN-m ALONE CONTROLLER.. CONTROLl.FR :':,,--IA'__!_ G!:: :MSTALLf::D t)N A :':,TRON6 BOX BACKBOARD. i'-"10DEL NUMBER: MODEL #: HS-124-DX--6-WM-0:3-PH/JA.CK-·IRC/PMR.K!T SEE POINT OF CO\✓NECTION NOT!= FOR AOD1TiQNAL EQlJP~EHT 7"0 DE UTILIZED BY TYE C..ONTRO_LF.:R. TriE 1.20 VOLT PO~ER f,UPPLY f"Oi:;c: HOCt.>-UP OF IR.RiGATION A52,E'.'15LY 5:-JALL B!:: THE RESPON:'IIBiLITI OF THE iRH.i6AT!lkl WNTR/\GlOR. REFER TO ELEC:-RICAL PL.ANS FOR ADDITIONAL 11'-J:='CJR.MA'fl'.Jl'<. F!l'-1/\I_ LOCATION OF CONTROkER t..:::.SEMB~ ":'' SH.'\LL Bi;: APPROVEC1 Bl ;"H= ON1'.if:R'S AUfHORIZ~D ~EPR.~Si=NTATiVE' PR:OR TO IN5TALLAT:ON. CONTROI_LER COMMUNiGATION NOTE: TH:?: CONfR.A.CTOR SHALL 1:--lSTAC..L, ~ COKNfLT E:J\GH CCN,-,-ROLLER ASS!."::l'<BLY v--!ITH TH~ RAINMASTER EV•-C,-'\B-COH C,\5LE: HITHINAN !" CONDUIT IN A 9Al:'.YY CHAIN 5T'(LE PER RA.ll'-!M.A.5TER PHOME COM"1UNIC.AT•ON DETAIL !IDXPHNiOA FOR EACH CONTROLLER i\SSFl15LY. f~OR FURTHER INFDRM/\TION REGARDING THE COMMUNICA.. T:O:>l INFORMATICN, REFER TO THE AUTHORIZED Rl-,INMA5TE:'.Z REPRE3ENTAT!VC, 1/: 'fH!::: RA1r-iM.-\STER DE5iGN &\JiDf:LiNE5. GENER.AL NOTES I. HHEN VERflC/\L OB5i'RUCTIONS \F'!RE YYlJRANTS. STREET'. . ..JGrlT$, 1R!::ES. ;':TC.) lt--nER?=ERE hliTH fhE SPRAY P/\TT'.;;RN OF THE 5PRIN<LER HEAD$ SO AS TO PREVENT PROPER COVERAGE:, Tl IE iXRIGATION CONTRACTOR 51-t,ALL FIELD ADJJST THE SFRINKLER SYSTEM er INs~·,ALLING /\ QUARTER CRC-Li:: CR HALF CIKCLC 5f-'RiNKLER HE:::AD o:'-l EAC..H SiDC. er lHE OLlSTRJ(JiOl'-1 50 A5 TO '.-'ROVIDE: PROPER COVERhGE. A(.L t\D.llJ3TME:Nf'S $HALL Bt: MADE: AT NO /\DU'.T!01':Al.. COST TO T~~E O~NE~. (TIP!CAL) 2, REPER TO l~("s'.IGATION LEGE'\D $Hf.:E1 t.lA FOR THE $;TE OB5CRVAT!ON SGH[DULJ:, THE CON-fRACTOR 1$ R!-;'.SPONSIBLt: FOR R::':VID-s;1NG, At-ID FOLLrn'11NG ·nff.: 03SERVATION SC!-IEDULE. 3, THE IRRIG/'ITION MA.INUNC i!: !RRISf.TION U\TERALS SHOWN TO BE INSTALLED IH THE +-tAR;:)SCA.Pf: A.REA.S A.RE 5HOH1--l FOR DiACR.AMMATiC P'.RP05ES ONLY. Al._l. IRR:GA":ION ~,fSTEMS SHALL BE iNSTALLED 1,·,UTHl:,,I_ iH': LANDSCAPED t\REA~ ON:."'":. 4. T~f,.. L/\_NDS~i\f.:E CONTt~~~~JOR ,~H~h-L IN;;,,ALL A.Lt.... o.A.LL VA ... yc._,, BA.:)Kf..:· 5TR.A!t-..JER. QUICK COUPLER. MASTER VAt~VES, FLOH 5EN50R5 REMOTE CONTROi- VALVES, f,ND SF'hRE: W!RE PULL BOXES WITHIN -,HE SHRUB PLANTlf'.16 AR!::AS ONL l, THE ONLY EXCEPTION ;3 THE. QUIC::-'. COU?LER!.J LOC.A TED !N THE BASEBA_;_~_ !N-f!CLD BY THE FENCE FOR DUST CONl ROI.. !-'URf-'OSE5 ONLY. ·. NORTH SCALE: 1 "=20' REFER TO SHEET Li A !. U .5 FOR iRRl6ATiOH LESEMD, NOTES, .AND DE"f"f\lLS. .A.PPR.OVAL. FOR ONSITE 'RECLAJMED v,!ATER SYSTEM ONLY HATER l'-'IETERS .AND ALL WNNECTIONS TO IRVINE RANCf.i kl\ TER DI.STRfCT FAC!LlT1E5 MUST BE APPLIED FOR/OR APPROVED THROL,'GH T7E !RVINE RANCH YJATC:K D!5TRJCT 5U51JIY!Sl0N/ DEVELOPMB{f SECT!ON. FOR SPECIFIC REQUIREMENTS FOR .f"'-OR OBTAIN!NG SERVICE CALL (g49) 453-5300. f'C # /i,/¢1/ /; JJ! -. ONS!TE i'\PPROVAL._;V~o/-~ -DATE_Q'<f• ?'f., KEYMAP I 31872 C;;imino Capistrano San Juan Capistmno, CA 92675 714 661-7127 FJ\X 714 248-2599 1214 East Green Street Pasadena,CA 91106 67.5 795-2008 FAX 626 795-2547 IRVl'\11::. COMMUNITY DEVELOPMENT COMP/~NY 550 Newport Center Dr!ve Newport Beach, Cnlifo,·r;!a G2G60 (714) 720-20()0 CONSUL TANT: Revisions I\ L ' 1-u ~ I- s;;!" l-o _j Job No.: Drawn: <( z u- 0 I >-u z <( <( w OID <( I-I-D:'.:'. -o z a.. o> (0 > n LU z Date z 0 -l-o :=, D:'.:'. I- C/) z 0 u w a.. <( 0 Cf) 0 z :5 iRR!GATIQl\j PLAN > C 97-523 C ~ STAF-F ~E -o ·c. ,:_) "-EC ~~ -~ Oo ru~· c~ ·-ru ..So L 1.2 _, 0 "' z>- sis ::'.l..0 " c;> M -' ~ © " 0 --- 0 (l) " C " "- ! 'ii ;; -; :~, / i i ! 7 GJ 2 C s: [D 2B I I 66 TF !5 SB I i/2" C 2B 2" C 29 I" \ 2" 54 56, C 26 25 TF 90 Tf 3B TF A 0, ,, ' 2" 69 70 TF B5 30 TF 30 B5 TF ! i/2" B4 80 TF 56 SB B3 31 5B B2 /2" I ! A6 36 SB 43 A5 TF I i/2" I ·; I _/ ~--, 1-'1 t Ll.5 FOR ..=.-·-.b.11 s ;, <:::-'-.JEr:l L • ~-~-"N[) D,._lrc, _ __,, P,,EFER TV ,,.1r, NO !r.:5, T\ -• nN LC:Gt ND, IRRIGATi _,, ' I • @ ! t---Al 14 --·-{-~1,;-, ;' SSFB ~~I'~ 14 SB A 3 17 I" 5B 80 ~ 0 r1 J l ::::J J I ' ' ' I •• -..:: ;· ,.--,,,·::, ,•,I --_,,_ --.. -.. ,,,, c---~,\·',,,_r,, (,: -. ---,, :-~0 •\ F;,--;, /., ' ~ \ -,, ,, ' ',, ' ' ---, - , >--v_:.c; ,,1 ,, .... _~, ' --,"-,'' '/'," f" • 1 .\\1 ! 1•J ', L i 1i i / ,-1 " \ ,Ir·,,\\, • ,...apistrano 31872 Camino .., CA 92675 San Juan C~it~~t~;4 248-2599 714 661-7i2, street 1214 EaSt G;:,,e:n91106 .,,. L Pa.sadena,,AX 626 785-254, 626 795-2008 F ---=-=~ PREPARED FOR: ~ ~~v .T ,-,OMPANY -VELOPMEN ~ _ OMMUNiT1" OE , ter Drive IRVINE C SO iVewpc,rt Ce~ -. 92'660 5 • h Cal1fom1a Newport ~781-0 720-2000 CONSULTANT: Revisioris By z 0 1-u ::J 0::: I- C/) z 0 u LU a. (5 Cl) 0 z <( ...J ;----7----~ 11 I 40 r==i:==1~r:c:=---1 KEYMAP IRRIGATION. • PLAN " 0 ru 0. E ic>o ·t:u o_ E§ EE 8g. ®" C> -o .fo -·-' -' 0 0: zt-z "'io iiu 0 'I 0 "' - 1B ru 0 ' ' 0 I ~ "' C rn 0: ~-~ ·= ~ • "" ~ ~ "'""' Gt::NER/\L IRR!Gi".TiON NOTES I. !T !5 THE RESPON.S!BIUTY OF THE :RRIG/d.lON CONTRACTOR TO FAM!LIARIZE HllviSELF WITH Al L --ADE ~1F-ERc·Nri=cc • -~("A•l~N Of" [ 'A' IS p•·-A"N'Nr '·'Al IS El"' c,-c 'Al [ _ t_:-,;;<, , 1..,r r ,.__: c.,...:.:.,·, LU,_ 1 l,;, ,.. A.J 1-....-.,~, 1 -.t: i i t r.::: v·,, ·---, -,,_., 1 ,t: ..:;:;H , __ COORD!NA·;·E HI~, v10RK HITH THE GENERAL CONTRACTOR !,ND OTHER SUB-C01'1TRACTOR5 -n-T'"-'r,·A"ON A'ID --E IN"-ALLA'l"N" ()-·1p·· c• El"'"""--H"' "U""U' A" I'" U'·'"DE~ ~vt< r1t: LU-..,, ,11 ·, 1' iH. ::ii.. l,v,· ~;-r<-·t: ::n_.--::v,::-..~ i ,J-<c,(j 'L711 N L,_:.:;i, :'l _1, ROADHAir"S, PAVING, STRUCTURES. ETC. 2. THIS DESiSN 15 Dl,AGRAMMA.TIC. t,U. PIPING, VALVES, ETC. SHOHN HITHIN PAVED ARE;\S ,S FOR DESIGN CLAR.IF!CA.TIOI~ Oi'lLY ,AND SHALL l3E !cl'.>TA.LLED IN PLA.NT!NG AREAS ,">IHERE POSSIBLE. AVOID ANY CONFUCTS BETHEEN T,-iE c3PRINKLER SY'.:,TEM. PL.ANTING AND A.RC'-:ITECTURAL FEATUR.E5. "-THc Si--'RINKLER Sl'STEM DESIGl'l 15 BASED ON T'-iE MINIMUM OPERA TING PRESSURE Al✓D THE Mt\XIMUi"'i !"LOf"-1 Dl"Mh~,D SrlOHN ON THE IRRIGATiOI~ DR.AN!l,65 AT E/\C'-i POINT OF CONNECTION. Tt!E IRR:GATION CONTRACTOR SH,ALL VERlt·Y HATER PRFSSURE PRIOR TO COM5TR.UCTION. REPORT 1\NY DIFFEREMCE BETHEEN THE NATER PRESSURE INDICATED ON THE D;;>AIA!iNGS A~!D THE ACTUAL PRESSLJ'<.E READING AT THE IRRIGATION POi~ff OF CONNECTION TO THE OWNER'S A.UTHORIZED REP!<.ESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF C.Or,STRUC:!ON, THE iRRl61\TION CONTRACTOR SriA.LL ASSUME FULL RESPONSIBILITY FOR .ANY REVISiOi'lS NECESSARY. 4 DO NOT NIU,FULL l' l~lSTALL. THE SPRINKLER SYSTEM /\5 StiOv-il, 01✓ THE DRAv,iNGS v,HEN IT IS OBVIOUS IN THE Fi:cl.D TH/,T OBSTRUCTIONS, GRADE DIFFc'REHCES CR D 1FFERENCFS l~i Tri!:: AREA DiMEi--!SiONS EXIST "fHA., MIGHT ~iOT HAVE BEEM CONSIDERED IN THE ENGl~IFER:NG. SUCH OBSTRUCTIONS OR D!FFFRENCES SHOULD :3E BROUGHT TO THE ATTENT10;,, OF THE OHi'lE'<'S AUTl--tOR'ZED f-<EPRESE:NTATIVE. IN THE EVENT THIS NOTIF!CATiON IS NOT PERFORMED, THE IRRIGATIOh CONTRA,CTO;;? SHA.LL. ASSUME FULL. R.E:5PON51B!Urr FOF: /\NI REViSiOf)S NECESSAP.i. IN A.DDITICN TO THE CONTROL HIRE SLEEVES SHOviN Ot✓ THE ,--)"'RACTOR C•"A'' BE RESP"N"'0 L"' -oR Tl -·s•r-,, L·-10N vl1'11, ,i ..., oH. LL.., . , ._. ,J, 0iD ;_: i. 71::: l1-l::i1r,.,_ i , OF SUFFICIENT SIZE UNDER ALL PAVED A,RE,AS. DR,AJ,,11NGS, Tl-!E 1Rf?16ATiON OF CONTROL Hl!-<E SLEEVES 6. INSTALL ALL PIPE MATERIALS AMD "EQU:PMENT AS SHOWN IN DETAiL5. USE T:=FLON TAPE OR TEFLON P1PE DOPE O~I ALL PVC Mf\LE PIPE THREADS ON ,ALL SPRINKLER. SHINS JOINT AND VALVE ASSl:MBLIES. 1 /\LL POP-UP T'r'FE SPRINKLER ;-:EADS INSTALLED IN S!-iRUB OR_ Gf~OUND CO\/Efs-'?. t'\R.E:/\5 SHN.L BF INSTA,LLED 50 THAT THE TOP OF THE SPRINKLER HEAD IS I" ABOVE FINISH GRADE. B. ALL POP-UP TYPE: SPRiNKL.ER HEADS INST ALi..ED IN L.r.1.,.,,1 AREA,S 5H/,LL BE !Nc:T ALLE:D 50 TH.AT TtiE TOP 0"' THE SPRINKLER HEADS ARf' FLUSH NITH AD.JACENT SIDEi---lAI.K OR CUR.!3. 9. f\DJUST!i,JG OF ,A.LL LA.kJN MEADS BY THE iRRIG.A.TiON CONTRACTOi?, 50 TrlAT THE TOP THE SPRINKLER HEA.D !5 !/4" A.BOVE F!NISH GRADE, SHALL BE ACCOMPLISHED i---llTHII✓ TE' "I()\ D' vc 'FTC" ,. '1"1F1 \ • 1· ~N p,·r· Tl"E ')I ., -R'S I' 11· 'JR1 7 FD nEPR-'F' T' Tl'JF , -,,H, -1 /\1,:::, /\ i-ra:::. i,1U ,CJ"-. Is__...', ,_, 1--C Ai!\/'.~, \'----t:( ,, _____ ., K_ t::::i __ '\,,11f\ _:_, !O. THE IRRIG1\TiON CONTR.ACTOR SHt\LL FLUSH A1'1D /\DJU51 ,ALL SPRINKLER HEADS FOR OPTIMUM PERl·ORMANC.E: AND TO PREVENl OVERSPRAY ONTO v.!Al.KS, ROf\DNA,5 ANLJ/OR. BUiLDiN65 AS ~1UCH A5 POSSIBLE. THiS 51-l/-\LL INCLUDE .SELECT:h!S THE BEST DEGREE OR, ARC TO FIT THE EXl:=HIN6 51TL CONDITIONS /\ND TO Ti-/~(OTTLE THE FLO!-~ CONTROL AT E?'-.CH \/ALVE TO OBTAIN THE OPTIMUM OFERATINC'? PR.E:="1su;:;;~E FOF< EACH '.:iiSTE('1. Ii. 120 VOLT ELECTRICAL POi-iER OUTLET t\ T THE AUTOMA. TIC CONTROLLER LOCh TION SHALL 5E PROVIDED Bi., OTHL~RS, IT 5HAl_L. BE THE RE:5PONSIBIL ITI OF THE !RRl6A TiOl'-1 CONTRACTOR TO MAKE THE FINAL hOOK--UP FROM THE ELECTRICAL OUTLET TO THE A•u-rOMA-1C '-N1·r-, 1 ~R • I I , , .....,U 1"-',l.)L_.__ l--, !RV!HF. RANCH WAE'.:R. DISTRICT 6Ui DELI NES FOR REGI_AI MED WATER USE Th8 f"ollcHinq guidelhes hove been established by the Irvine Ranch 1.--.Ja':'.er' Dbfrid in co0junction :-1it!l the On.1r.ge Count~ t-feolth De.parhnent and the. 5onta Ano Regional Ha';er Quality C0ntrol Boo~·d. They ore tc provide the b?$iC pararnenter~, fo:-the. use oi' reclaimed Hater in landscapel:rigation. To operate your system in compiionce Hitr1 these guidelines \.jOU musi: I. Irrigate beb-leen the hours of 9:00 p.m. and 6:CJO a.m. onk,i, ;,,,..!otering outside this tlrr:e frame ~ust be done monvolLJ r..ii+.h qu:'.llified supervisory person:.ei on site. No sy3t-ern shoi! at ory ii,ne be left unottRrlC:icd dc1~'.nq use ou+:~.1de the normal schedu!e, 2. Irrigate. in ::i mc.nncr i.hat will rn::minir:117.e rrnoff pooling and po;cc:ir1g. The aoplicailon rate shall not-exceed the infiltration rate.of tr-12 soil. rimers must be adjusted so os io bi:; co:,pa1ibie with the lowest soil inFiltrntion rate preserit. This pcoccdurc may be fadwkd by tb.3 effic:cnt schedul:ng of !-he automatic contro! clocks, G.e. emp:oying the receat fundon b break up :he to+ol irr:gction t:rne lnto cycle::. that Hill promote mox\mu:n soil absorp :ion). 3. Adjust sprny heads to elimicitf.' overspray odo areas not under the o:mtroi of foe cuslorner, For exarnp!e, pool decks, private p::iiios, stree~ and sid.-.:;,ia!k5. 4. Monitor a:1d r-,ai~1k11n -ihe S[!ste'.1'1 to m'riimize equiprient ond rnate;'.ol fo;!ure., Brc,>'.en ::-prhk:er r.eoJs, leaks. :.mrf!liab:e va!es, etc, ~,hould be repoired as ::.oon as thei,; become apparent. 5 E'ducoce oil maiutencnoe personnel. on o oonfoaws basis, of the preseuce of rec:loimM •oater, and the !-act that it b not :.:iopr oved for drini;.;ng purpose3. G:ven the high tur never rute of ernµlo:JRSS iri H1e icmds.cope industr>~, it *is impc.,r"\arit tni::;t t,'lis. in~,'.rmui.!or, b~ cii~~emina+.ed e:n ari olmos* 1aiiy basis_. it :s yo,1, t!ie. l .andsc:ore Coritroc'tor·, dv-' :s 1"espons;olc fer· cauco11n eoch a,:a ew,ry one c:-owr e1r1pio:.;ees. Obtain prior approval for ail proposed changes and modi.Picalions to any onsHe facilit'e~ .. Such changes rnu:::,t be subrl'"i!Hcd to, ond approved Dy, the !J!strid Engineeiing o/-f1ct; and tfosig:1ed i:'. accarckmce r...,i\h Dis~ri:.:t standards. " Fai1ure i:,1 comply with -::my or oil ot the above guidelines puts your system h v'.o!c:ition to tt·:e o;stricfs ru1e3 ond regubtions, ond i,.;ii: rE:$ult in termination Gt 51,:rvice unt;: ths appropriate corrective sfopo rave been taken. The lrvbcc, V-!cter District feels thoi the benefits to lxi ciedvr:d f'rom the sL1ccess;,_,i appkation of redairned water merit the operating requirements that hove l)eec1 c;,tdbliscied. ii· yo'.I have an;J qucst:o;is 10 I or it ...if; can be of any oc,::.i2,tanc0. picnsc do tY,t hlositcitc to call our irrigation J-.,-:itcr e:rcup at ('-149) 453-·53~ IRVINE RANCH HATER DISTRICT r<.ecydeC and Polqble Water Notes. A. The installation of the i! riga'tion Herter s0stern shall conform to the r·equiations for -the ·construction of irrigati(Jn wate: systerns within the Irvine Ranch Hater District (iRHD) ar:d the occornpariying plans and specifications. B. All onsite rec~clcd and i~otab:e Hater piping insta:ied on this project sholl be identified in acC'.ordar,ce Hii:h !RlAJD's reguia{ions and the irrigation speClficat!Ons. Rei-,::ycled Nater p;pi~g shaii be purple PVC mcmufod:Jred for recLJded (redair':1ed) water swstems. D. Marking' on the ourple PVC shall include the folm-.1ing: F Caution Recycied (or Reclaimed) Nater; nominai pipe size; PVC.-·-i 120; pressure rating in pounds per square inch ai 73 degrees; t\5TM designations such os i7BS, 2241, 2672, 313g. Printing shall be placed contlnuous!y on t!--Jo sicie5 of the pipe. A,11 :.eftJcle:._d i-:a!er s~rir:kter b0.>.~ 7ovecg:~ o~;d cynt~o! vo1vcs, isO:ation valves, quick couple.rs, and all oppur 1.enca ,ces _,holl .agged H, rr: ,denl1,1L..01:;on tag ... » -tags sha!I be weotheroroof plastic, 3n x 4"., ourpie in color ~-~ith tne Hords '\,-Jorning Rer:u:::::led ( of' Reclaimed) Water ·-Do 'Not Drink,i imprinted on or,e side, and :'t\ visa Agua frnpura -No T otror11 on the other side, I mr.rirtin.9 sha!I be permanent and black in colo:. Use tags as manufactured by T. Chrlsttd enterprises or cpproved equal. 2. One tag shall be attached to each appurtenance as folloHS, or ; )denl:fication shoil be aHix,ed to each irri:;3ation vo:ve lid cover and valve as folloHs: (a) identifly valve cover Hitn lobe' or branded hoi stamp that reads "Recycled (or Reclaimed) Nater Do Not [)rink'' or use purpie cover· Hith :iarne identiffc::itiori. (b) Attach tag to control valve sterr, dlrect!y or Hith plastic tie-Nrap or (c) Attach tog to control volve sole'loid wire directly o:· Hit0. piostic tie-wrap, (d) ;\~Tech to body of the relative app0rtencnce ;...i:th a plastic tie-r,,,;rap. Harn:ng tapes shall be used on ali coris-t.:1rt pressure main !ine piplr.g carrying potab!c wate~r, G. Y'-iarning topes shall be o minimum of 3 inches ~s..1iC:e and shall run contir,uou~I~ for the fmtire I H. I. .I. !cnqtn of ol! c0r·1S tort pressure main iine piping, The tape shail be o-t'tacheo: to the iop of 1J1e. oip0 h:ith plastic tape banded around :ne Horning tape and the pipe everlJ 5 feet on center. Warnina tcpe for the constant pressure potable Harnr piping shall be b:ue in co:or Hith the r,,,;01~ds °Caution Bur-ied Hoterllne BeloH" imprinted in minimum 1-ir~ch high letters black in colo1 Imprinting shall be contlnuo1~s and perrnanent. iRHD shall be notified iHo days pr:or lo the start oF Irrigation construction at (9.LJ9) 453-5300 arid each Hor'k day thereafter uritil co1~1p!etion of prcjed. ,A,11 pressure :nain ;ir,e piping from the recyc!ed Na-te; s~stem shall be installed to 1:-1aintoin 10 feet mini.r.um horizonta: seoarotion from oil potable Hotor piping. iAlhcre rccycied and potable i.--a·ter pressure main !;nc piping cross, the recycled wcter piping shall be installed belo~ t:-,e potable Hater piping 1n ci class 200 pu(p!e PVC sleeve. which ex.tends a minimum of 5 feet on ei-thcr side of the. potable 1--1ater pipinq. Provide o minimum vertical clearance of 6 iriches. Convent!ona! (. .. -!:',He) PVC pipe rnolJ be used tor sleeving materici! if it is taped Hith 3--inch ;....:ide purpie Narninq tope whicr, reads "Caution Recyc!ed (or Reclaimed) i,-kder .'1 K. The ift-lgoi-ion sustcm has bscn de.signed to operate beh,ieen the hours or 9:00 prr ond 6:00 om un1ess Otherwise' directed b!J the dis :-rict engineer, All nev--1 common areas ~~here rcc¼_ciea watc!r is used and that are accessible ro the oener•ai pu~ilic shall be posted Hith con~;cuo'.Js sions tho, !nciudc ';he f ol:01,.,/i'~1g Hording ln o size no less t1-1a:1 "4 inches hloh by B inches Hidec "Rt:Cl'CI..ED"HATER --DO No,· DRINK." OR RECLAIMED 1--lt\TER -DO NOT " DRli'-.lK.". Eoch sig:1 shoil al::o display an i~1ternationai symbol conveying the same Horning, 1'1. Adjust spray heads to eliminate ove,rspray onto areo~, not under the control of-the custcrr,er·. For examp1e. poo! d9ck.s, pr;vate oo:ios, 5freets, onll side.Holks, N. (.",ontad the iRHD ~fflce two d1Jlj5 orior to the irrioation sus7ern coverage test / ond cro:?s connedion test at (949) -~53-5300 and a"rro'nqe a Halk-tr.r6ugh of ~-the sy5tem. o. Failure to compiy with ony or ail of the above guideF'.7es v-1:11 place the system in violation of IRWD Rules and Requlations , and will resuit in termir:ation of sevice un-til the appropriate corTective measures hove been taken. P. l~arning tape 0:1 recycled v1oter constant pressure mainline piping is only olio1,..ed o:7 projsd--by·-project approval from the district engineer. If approved, i: rnust follow these installation S;Jecifications: I. Nornb?, tope shall be useci or1 oH constant pressure mal:ls 2, ~✓arning topc:• shoil be a rniriirnurn of 3--inches Hide and shall nJn continuously fo: the entire ier1gt11 of al! cons tan": oressLire rrdn li:ae piping. The toc:e sha!i be attCJched to the top of the pioe Hith plastic t!Jpe brn)ded cround the ~arr;ing tape a:1d the pipe every 5 feet on center. • 3. ~.orni;iq top9 for .the ,con~i.ont_ pre,ss,urA rtrp~cle~i wa,ter p\pJng sholl b~ p0rp.1e, in cobr t...J!th, the ,words· C.mition -· 1~ec4cled \or Rccia1mea) Water impnntea a mnimum of i --:nu; n1qi1 and bk-::ick 1n co:or. imprinting shall be CO'.ltinuous and permanent. TEl,EF"HONE NOTE: GENERAL NOTES: J;zf:MOlT:': C.ONTf~O ... VALVE:S, QUICK C00PL.E:KS. AND G/\TE VAL.Vf.:S, IN s:-:RUB PLA:-..fflNG i'\R.Ers CR AS APPROVED BY Oi✓NLR OR Ll\HDSC/\PE THE iRk!GA'TiCN cor·rf"'r<2.ACTOR .SHALL AD.JUST THE THROTT:...1NG STEM 1\1' EACH EL'.::CTR;C GQ),.ffROL VALVE SO THAT TH:: SPRINKLER '-!Et\D FARTHEST AND HiGHEEff !N f:LE\i,A.TiO!\ FROl-1 IT5 l"<.ESF'!::CTi•/F: C..O>HROc.. VALV[' OPERATE.$ Y'JITti:N THC: OPERI\TiNG ?r.2.ESSURE 51 .. IO~JN O~~ THE: IRRISh.TiO;'-i LEGEND. NOT TO E:<CEED FIVE (5) PSI ABOVE: THE. GIVEr,..J ont::R/\TiNG PKE5SUR.C. 13, C.ONTRAC:TOR SYA:...L. INSTi'..LL C.HECK. VALVE~, AS NEEDED TO ELIMIN/s,TE ! LOW HEAD DRA;NAGE.. 4. 1---iHEN VERTiCAL OB5TRUCT'ON5') {PROF'S, STREF:T i...lGHTS, TkEE::5, ETC.) IJ\iTERFERE hFTH THE .':,P;;.':_/\i P/\TTERN or THE SPRIN<1~ER HEADS 2,0 A'2, TO PREv'.:-::NT PROPER CCVL:'RAGi:. THE IRRIGATIO~ COMTR:\Cl"OR SH.ALL FIELD ADJUST THE: SPF:!NKLER 5Y5Tt:M Bi lt-,;Sl ALLINb A QU/>1Rl ER CIRCU::= OR. HALF C!RC.LE SPRINLER HEAD ON E,\0--1 5!DE OF-THE OBSTRUCTION SO A$ TO PROVDE :=:0ROPER CQf'.JERAGE. ALL /\DJUSTf"''iENTS SHALL. BE HAiJE AT NO ADDITIONAL COST TO 1HE rn--..1NER. (TIPICAU Rt:FER ro THE PHONE GONNECliON PLANS !-'RF.PARED f3"( 0MB p:___hf-it:, FOR TH:: IRR!Gt,TiON CONTROLLER ASSEMEUES THE CONTR/\CTOR SHALL LOC,'\TE, GONt-lEC.7' ,NTO THE I" ••• / COt-i[)Ull e: PH()NE GAB! .. E: AS R,EQVRf.J) Bl PACIF-IC. BELL .AND EXTEND ·;hE COi'-IDUIT t. CABLE: TO THE.: IRR.IGATION C.Oi'>JTROi...LER ,\3SE::MBLY. CCNTR.ACiOR SHALL PR.OV!DE: f-.N hDi:)RESS, Ar->lD MAKE f',,PFUC,AT!ON FOR SE?V!CE TO PACIFX, GELL. OBSERVATION SCHEDULE, ii fl-E LANDSCAPE: CONTRAC TO!Z SiiALl. BE: RE:5FONS15Lt:: FOR. SCHEDULINC:i A SITE OBSERVATION FOR THE 1R.Ri6/\TION SYSTE!'-': FOR A RE:V!E..J BY THE I IRRIGATION DESIGNER Ii. T~E: Oi.--iNER'S REPRESENT.'\TIVE 48 HOURS MINil"lU'.'1 I NOT1FICArlON TIMC:. THE FOLLOWING ITEMS BELOV'! SHALL BE SCHEDULED BY THE COf~fRACTOR FOR R[V:EY'~: I I) PR.E-JCB/KICK.-OFF Jv'EETIND. • 2) M/\INLl~!E, BASKET 5TRA!Nf:::R5. 1·1A.5TER. VALVES, F-LO.h! SENSORS INSIALUON REVIEV~ PRIOR TO 5ACKFiLUNG TRENCHES. ETC. IRRIGATION MAl'.'~!..INE PRESSURE TEST. 3) FINALIZ.i!-JG !f-lE L.OCAT!CN FOR THE CONTROLLE'<. A53EJ1BUES. I i 4) !RRiSATION COVERAGE TEf)T, 5) oss:::RVATION OF THE 1r<RIGATION AUDIT. __ j IRRIGATION LEGEND 5-rMBOL 0 b 0 0 e_ fil (D b. _Q 0 b. 6 n @ y 9 X;_7., @ y V Gi) ';J v' © (_i) 1601/ "--" QO' Z:fJ Mt\NU:"'ACTURER TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO IORO TORO TORO TORO TORO i<)RO TORC TORO TORO TORO TORO TORO TOF~O TORO TOP.0 TOR(; TORO 1 CF;<) -i-1)F<O TOl2.:'.J TOK·t:, TCJr .. ~o 1:)r-.U MODE:.. NO, 570Z-6P-COM--MPR-6Q-PC r."'i?OZ -6P -COM-'.'1PR-BH-PC 570Z-6P-COM-JvlPR-8F-PC S70Z·-6P-COM-MPR-i0Q-PC 570Z-f:P-C.OM··MPR-lOH-PC 570Z--6P-COM-t'1PR-· !OF-PC 570Z-6P-COM-MPR-i2Q-PG 570Z-6P-COM-MPR-12H-PC 570Z-6P-COM-MPR-!2F-PC 570Z-6P-CCi1-·MPR-15Q-PC:. 570Z -6P -C01'1-t'-1PR-l~--it-)-PC 570Z-6?-COM-MPR--15F--PC 5 70Z-! 2P-C0tv'.-MPR--6Q-PC 570Z -: 2P-·COl'1-MPR-·8H-PC 570Z.-12P-COM-MPR-BF-PC 570Z.-!2P-COl1-lvJP!Z-IOQ-°C j I 570Z-12--P-COM-MPR-10t+-Pl" 5702 ·-i2P-C.OM-MPR-IOT-PG 5702-· i2P--·COM~MFR-IOF-PC 570Z-12r5--COM-MPR-12G-PG 570Z-12P-COM-MPR .. "12l-'-PC 570Z-12P-C-OM-~"PR-15Q-PC 570Z-12P-COM-MPR-·15H-PC 5,70Z-12P-COM-f"1PR-15F--PC ;<1-~-j()()F-f·:~OGJ XP· '?DOP-r'--OCi X.P· ~OOF -Gl ·-07 /F--300P-F-<f":, ,_.:{)4 -00--02 3'6· c,c "()1 :".C:•4-C0--0! >-;T•-,,.:,,:x. ;~r' .. +1··· 00 :x:P. · .':,!):~)HF-' .. , f-"--C,C-) Xf-:'.-·',(>(_JH~:i-I-" .. ()"/ /P· 3C,C-tf-'-·()--·C-S DESGR.IPTl0f>1 6" POP-·UP 5PRt\ Y t IEAD 6" POP···UP SPRAY ! lEAD 6" POP-UP SPRAY HEAD 6 1' POP-UP SPRAY HEAD 6" POP-UP SPRAY HEAD 6" POP-·UP ~.PR.A'( HEAD 6" POP-UP SPRAY tiEt\D 6" POP-UP $PRAY HEAD 6" POP-UP SPRAY HEAD 6" POP -LJP SPRAY HEr\D 6" POP-UP SPR,\Y 1-lEAD e POP-UP SPf~A1·· HEAD 12" POP-UP SPRAY HEAD 12" POP-UP 5PRAY tiE,4.D 12" POP-UP SPR/\"Y HCAD 12" POP-UF SPRAY i~EAJJ 12" POP-UP SPRA I HEA.D 12" POP-UP SPRAY HEAD 12" POP-UP 3P~AI HEAC 12" POP-LIP SPRAY f·tEAD 12" POP-UP 5PRl'\Y HEt\D 12" POP-lJP SPR/\ Y HEA'.J ·:::,MA.LL. Ti_l~'.F f~'Ui':'-UP l<J/i'(Jk~ ~:t-V\LL TUF,.T FO:-'-UP !-s:X)l{)F:: '..:';M,ALl il.lRF· POP-t!P ROTC:~< $MAL i ·;uF.f POP {JP !<~07/)R SM/\LL. ·ruRF ;-:'r)P-UP F~OT('R SMh.1 . TUi-;:::fc: "OP ··UP ROT-:)~ 5M.At . .l_ TUFZF ;::'1)P-·UP eOTDR :~f'-'!/,.LL. TiJf?J'-P01:;_ U~" ROI r)R Sf'':1\l .. L, TUF?.F F'OP-··1...iF' t20TOF :?-,l'!N..l. "i'Uf<F !-'Oi:,_ l Ir-' b?.OT,:,"JF..;: .SHKUE, ROIC:R t---11<::,H POP-UP Sl·:RUB R.!1··:()!~ 1-HC7!! PCP--UP .SHRU:"~ 1~() ICIR HIOi :-''OF--1.Ji~-,- S:-IX.L.:E-, ROT(.>K f1l1..":,fi POF-·i.JF' ::,.d~u=-~ ;.z,:.:n,~)f? Hl6H ;::>()P-Ui:.,, 7 PATTERN 13' O .24 30 QUARTER B' 050 30 HALF B' 1.00 30 rULL 1 10' 0.40 30 GU.ARTER, ,O' 0.71 30 HALF IO' 1.40 30 FULL 12' 0.50 30 QU.ARTER 12' 1.09 30 HALF :2' 2.19 30 PULL.. !5' 0.55 30 QUARTER I k' I .65 30 HALF 15' 5.0 30 PULL 8' 0,:24 30 QU/\RTER E/ O .50 30 Hr\LF 8' 0.76 30 270 B' 10· 10' !O' i2.' 12' 15' i5' i5' 1.00 I 0401 0.71' .76 1,-,1-g --o; ~.;9 ! 2_,g I I 0.85' 1.65 3.60 10.0 !0.0 !0,0 ':P' 4D _,,a' B.0 '35' 3.i -· __ , i ,: ... , ::;,:,_, 0,..L :7.9' i.l 2<:l' 4.2 T)' 0.5 .22' 3.0 17' 0.7 I / i.2 30 3C 30 30 I FUI.L OUARTER HALF 270 FULL 30 i QUI\RTER 30 HALF 30 FULL 30 QUARTER 30 60 40 4() 40 40 40 40 40 AO 40 4C· .4(,\ H.A.LF FULL ruLL OU,'.RTf'!-s? !-:A-LT f'.!..JLL ou,;,,k·1·cR _Hr\LF f'LJU., HALF I !AU---- PLL ... Ht\Lr:c i'.CIJL_ 1. !.6 40 3.1 6,2 I .I 2.2 !5 FULL :JUAk 'ER. @ P\ ! ½:_.:;, I f rA' C' 3.0 4C I 7' "' ,,__:J ;:2: ;:: .F 1 I I ~,1 ! -HA Tl"~ METcR. s, ZE PER PL AN 0,7 2.4 -·--~-,-------l fsl i--JAYh!A.RD BASKET .STRA.INER -MODEL. !f72 s1r1PLFX FLANGED, Y-!ITH A. 40 MESH 5T/-.INL.E55 i l:::.J 51EEL B/\SKET STRAIN.ER, .SiZE PER PLAN. 8 @ 0 G) i><l I Gk!SHf,LD 2!65 fLAN6·ED f.:POXI C.Oi~dt:D PRE5SUR::l:: Rf.::Di..}.::.IN6, SURGE: .ANTIC!PAT!ON 50U"::NOID MASH':P Vt\L.\IE, 5iZE PE'<. PLAN. R.AINMASTFR EVFM-Pl50 FLO~-.! S~NSO!Z, WIT~ f.V-Ci\D-5EN CABLL Wlll-ilN A i--1/4" WIRE CONDUIT FROM THE FLOW SENSOR TO THf.:: C00Rf'.5PONDIN6 CONTR.OLLER, 0Ri5v-.!OLD Dv-l-PR.\! PRESSURE REGUL.!\flNG RC:MOTE CONi .. ROL Vf-.l..VE SiZE PER PLAM. R.Alh:5iRP #4-4f'.JP (:)UICK". COUPLER. VAL.VE WI fH V!NIL COVER.. Sf::E IRRIGr.-noN PLAN :-:oR. LOCh TION. M.A,TCCJ 754 5ERJE5 FULL PORT BAU_ \.'.A,LVE C.RISPiN UNIV[RSAL A1R/VACUUl--'. RELE:F -L( .. -!O, SEE PLAN roR LOC.t\TIONS. ,'\N:J :'.:EE ll!E 1R.~.!Gt\T10N DETAiLS FOR FURTHER !NFORMt\TION. IRRIGATION GONfROL SISTEMS ~ND SE<s;.v:c:::s, ~s!A..LL MO~:NiED STAIN:...::ss STEEL.. CONTROLLER ASSEMBLES . ;:=oR PRICING AND ORDERING WNTACT: HARK. PED1C.ONE i\T (7!.£<) 639-9[~B6. SE£ CONTROLLER'. NOTE ON rn--1!::El' ~1.2 FOR MODEL H 4 LOCA 1 !O'.i. CONT ROLLER "A" CONl fs?DLLER "B" CONTROLLER "C" CONTROLLER "D" ELECTRICAL SERViCE FOR. THE: IRRl6,A,T!O\i. CONTROLLER SHA;_L BE F"<.OV'DED 2-1 ·rHt: ONSITF FLEGTRICAL CONTRACTOR. SPARE J,,.l!R[ PUU .. ·-BOX. Tv-10 (2) BLUE SPARE HIRES 36" LONG COIL. WITH A 9' ROJND VAVLE BOX. RECl .. Al!"'ED HATE1< IRRIGATION SYS1El"'.-·1'1AINUNE. SCH. 40 FU~FL~ ?VC: i'' -I 1/2" (blJRY 24'' UELOK f:NISH GRADl':), CLASti 315 PURPLE PVC, 2" -2 1/2" (BURY 24" BELON P:INISii GRADE) AND . RING "'."IGHT GLASS 2CO PURPLE 3" ,t LA!".'!GER (BUR:-< 36" 5;;"1_0H Fl~4:5H 6RA.PE). ANY MAINLl:,!E 3" AND t..,",,~6ER SHALL USE THE ~EEMCO THRUST RE~,TP...AINT SYSTEM ONL"f, C.ONCRE::TE 7t~RU5T 6! .. 0CK5 hlLL NO'T BE ALL0--1 FOR THIS PRO.JEC T. i=oR. F-URT~ER. INr'ORMATICN ON LFFMCO COt-,,TACT, MR. TO\'-l GENTILE OF 61:NTl~E/M.:RXi\T AS50GIATES A"; (949) ,fSB-0129. CL.ASS 200 PURPLE PVC LATERAL PIPE. i E'Xl~,TiN6 PiPE SL.EEVE .. (PER STRF:F:" iMPROVEMFhl Plj\NS). ;r,iHEN_ RhDIU'.:, CF 5PRlt'-lKL.E:R HEADS, REQ:JIREf) FOR. PROPER COVERA?E. IS t"ESS fHAN RADIUS SHOh!N ON L:':'G:_J-:ND,, H 1E CONTR.ACT'OR 5:-iALL EQU!P HEAD WITif THE TORO "?CD'S" PRESSURE COMPENSATING DEVICES FOR FL()H . AND RADIUS CONTROL. SELECT THE PC.D DEVICE SEL.EC.Ti01'.l. CHART FOK l'-PPROPRiATE RAD!US. . . . /\PPR.0\//<l_ FOR ONS!TE R.EC:.L.A+./f"iED r/ATER SiSTE:f'·f ONLI i J.,JATER i"':ETERS ;\N!J ALL CC'NNEGTiON$ TO /R\/ll'-!f: R,'¾i':GH ~-.!ATER I DlSTR.iCT FAC:LITIE5 MUST BE APPLIED FOR/OR APPROVED THROlJ6H THE IR\/INE RANCH f.-.l/\TER iJiSTRJCT SUSOIViSiOr'<!/ DEVELOPMENT SECTiON,: FOR 5PEC/FiC REQUIR::'MENTS FCR FOR OBT,<\!NIN6 SERV1C:1;, C/,LL (CJ4Cf) 453-530C. PC it /4/ot./ ✓; I ~ --· ---- ONSiTE APPROVAL~, ../4( ~·~D.t\T!=. C,· 9· '-7Q __ ... / ~ ,, ' I" 10 ~ ) I I~ I 1J~ Jl c.-,.:, I I I ---. -~ -·· . . 31872 Cam[no C~pistrano San Juan Capistranc, CA 92675 714 651-7127 FAX 714 248~2599 i 214 East Green Street Pasadena. CA 91106 626 795-2008 FAX 626 795-2547 PREPARED FOR: IRVINE COMMUNITY OEVF:LOPMENT.COMPANY t,50 Newport Center Drive Newport Beach, Cal:fomia 92660 (714) 720-2000 CONSUL TANT: Revisions I'-..... C'0 L0 ..... I-u <( a: I- I "1" I- 0 ....I Job No.; ~ DC <( <( u CL z -OI 0 >-u z <( >= <( LU 0 U Ill <( I-oc I-a: oc -o z CL <( ~s w LU z I F IRRIGATION DETAILS z 0 -I-u ::) a: I- Cl) z 0 u LU CL <( u Cl) 0 z ~ i? ru a. E -"o Drawn: ST,\Ff 'Cu E"E= E~ 00 () g. ~j ·~ © .!;;;Q -- ..., 0 "' z >--,,:Z ~a a.u 0 ;; '"I -2l 0 D 0 ii ,o C 0 ii: ! I ' 0 ' --·--·~-----~ ., -, f' • ' ,; :g c-j. " \ ~ \ ~Sj/ r ~-:=;:, I,. ... ~ / ':i.r"' ~ ~ -Z 0 z C ·7 :s,. OJ rn :u , 18\PPROVhL FOR ONS/TE RECLJ\iMED V'~AlT:R $,'5TE:'1 ONLI I WATER Mt:! ERS AND AU.. CONNECTION$ TO IRVINE RANCH 0-1,"1.TEq D:STR.!CT F/\GlLJTiE5 MU5T BE APPLJED FOR/OR APf"'ROV!::D 7HKOUGH Trlf: !RVINE Rt\NCH J,-lATJ=R DISTRICT 5U8:DIV1Si0f'l/ DEVELOPMENT SECTION. FOR 5Pe'.::.iFIC REGUIREl"1ENT5 FOR FOR Of:ffN~i!N6 5ERVIC:t SALL (941) 455-5300. PC # /~':_:/___ .'." .: j .f /! -,. -_, ON5iTE ,A.PPR.OVAL i:· .£7_ .,,-¥ ~.i,,. ___ ,,.__DA TE---2..'._:;'' ,_.,,._,_,. _ ,__.:..> / ~. .J ,,. I" 1 I !, IRRIGATION Hf.AD PER PLA'-s:. 2. 2:DGE OF PAVIN6. HEA'.:JER O'<. !3l!ILDING V~ALL. 3. SCHEDULE 80 P.V.C. RISER.· 4. MARLC:X STREET E.L 5. $TR.EFT ELL. 6. P.V.C LATERAL L!NE. 7. P,V.C. ELL OR TEE. NOTE: A. ALL THREAD SH,ALL BE r--;RA.PPED V\ITrl TE:Fi~ON T.~.J>E_ ~ Pop-Up Spray Head 1_ I ;--~ N.T.S. J I. SET ROTOR FLUSH ;,,.)ITii AD.JACENT HALK OR CURD ht-JD 4" ABOVE F!NISH GR/\DE IN OP!::N AREAS AT '"tlME oi= INSTAL.LA.TION. 2, r"INISH GRADE. 3. l✓ALK OR CURB, 4. ROTOR HEAD PER LEGt:'ND. ::'·. PVC 5CH. 50 NIPPLE. 6. A'\Jl'I-VRA!N VA.LYE (.HHERE OGCUR5). 7. PVC TX T 90 D:::GREE ELL. t';_ ELL ... SCH. "1.Q PVG. 9. PVC SCH. BO NIIPPLE -12" LO½G. 10. LJ\TER.AL LINE Plr'E AND 'FIT11NGS. I/. i" 1N TURF ARl'.:AS AND 2" IN GROUND GOVER. NOTE·- ,\. USE TEFLON TAPE ON ALL M.A.1....E PIPE TrlRE/•.DS. B. ADJUST SPRINK:._~R H!=ADS TO PROPER HEIGHT PR:CR TO E\!D OP MAiNTEN/,NC.2 L:E_R_!_o_,_'·----------~ Toro 300 & XP 300 Series Pop-up Rotors N.T.S ~-···· r 1; Ii ' _Ji ST AN ... E55 STEEL Pl~E- ASSEl'-IBLEO Bl',CKBO/\RD 2. JUNCTION BOX FOR 120 VAC PO..,-..!E:R 3. FINISH FLO-JR 4. ! ;/2'' DIAME'ER $(.J--1. 40 CONDUIT FC:< 120 VAC .-.liRC: 5. i 1/:2" PIAME:ER SCH. 40 CONDUIT FOR. SPARE i<EMOTE CONTROL WIRES 6. V~ALL MOUNTED CONTROL: ... ~R 7. 4" DIAMETER .SC!IAO GONDUI T FOR GOtfrROL ~-,!IRES 5. I !/2'' DIAMETER SGH. 40 CONDUIT f;OR TEiX":PHONE CABLE I i/2'' DIAMETER so~. 40 CONDUIT FOR Fl"Q;,,-t SENSC,R WIRE$ 10. I !/2" DiA.ME~B<, SCH. 40 CONDUiT FOR MASTER VA'....V!:: REMOTE CONTROL H:RES II. I" D:AMf..:TER SC...H. ?;J CONDUIT If. t::V-G/',5-.COM CABLE FOR THE GOMM1..iNICA.TirnJ Bt'.TH!::EN f:'ACH CON TROLL ER ASSEMBL.. Y. THE CONTRACTOR SHALL BID SO' OF EV-CA9...C.OM Ci\ELE FOR EACH CONTROLLER t\SSEMB:... Y. Controller Assembly -\t'Val! Mounted Backboard N.T.S, I. GALVANIZED Els!CLO.SURE N,,-r~ A,CGr'::SP, HATO-i DOOR AV.A.ILADLE .AT S ¢ J SUPPL'( (71,1} 670-1903, f'I-Jtf: FOR FO:Z THE D~CLOSL-RE TO BE DARK GREEN, .AND Tl JE PAl'\'T r'OR THE AIR V/\CULM TO EE PJRPLE PER R:":C.LAIMED HATER 5lr\NDARD5 2. i" CRISPIN LNIVERSAL AiR./VAG)UM RELIEF L:L.-iG 3, RECi_AIMF.D WATER TAG 4, l3P.AS~) NIPPLE 2" LENG--;-H 5. HATT$ B-6000 I'' BR.1\SS BALL. VAL.VE 6. t3RNSS NIPPLE -STUB M:N. 2" ABQVE FINISH ScJRFAGE OF P.A.D I STA.lNLCSS S:EEL NUTS AND BCJI_T5 !t"\5TAL.LED PER 8-~CLOSUR?. Mf-,NL.Ji=.A.CTUREE.'$ RECGMMENDA.TiON 8. MiN. 6" TI---JICK COMC. PAD. REFER 70 MANU:='ACllJRi:::R'S RECOMMENDAT10N 9. FIN:5H 6R1'.DF.: iO. 90% COMPACTED 5UBSRAf)I: Ii. 2'' ELL !2. EPOXI COATiNG 13. PEA GRAVEL i. I" !N LAWN, 2" :N GROUN!:%::0\IER. 2. PVC 90 DEGREE: El_L. 3. GREEN COLORED RECTANGULAR VALVE BOX WITH LOCKING GOVER AND VALVE IDENTIFICATION. S:'.:E SPECIFIC,~ nrn..Js. 4. "cRi5Tl TAG" J.,~ITH 5TATION Nut1BE:-s.'.. 5EE 5p;-::c1FIG,~TIONS. 5. "PENTiTE" HIRE CON5:CION Kl~-OR .APPROVED EQUAL. 6. REMOTE Wt,ffROL VAL.VE. (PER LEGEND). 7. C:JNTROL AND COMMON hi RES W:Th EXPANSION LOOP. 6. PVC ~ATERA!... LINE. 9. F'VC MALE ADAl'.,1 OR, 10. PEA SRAVEL. (3 GUBIC f'EET) IL SPEARS SGH. 80 UNION, SE:E SPECS FOR MODEL ~U1'1BER. 12. PVC MAINLINE AND FITTING'.?,. 13. SCH. 50 PVC 3' NIPPU:. 14. 16" MINIMUM FROM ANI HARDSG/\PE AREA A. NOTE; ALL THREAD$ :SHA!....L BE HR.APPED NITH TC:?'LON TAPE. NRAP HIRE 15 TIMES AROUND •" DIAMETER PIPE TO CREfsTE EXPA!',SION LOOP. PL.A.CE REMOTE:: CONTROL VAL VE BOX i 2" f-'ROM HARDSCAPE EDGE HHERE ADJACENT. ©-~T_e 3 _m_o_te_C_on_t_ro_l_V_a_lv_e ____________ _ Quick Coupler Valve in Box N.T.S. 2'' IN GROUNDCOVER. /\REAS, :'' iN TURf ARF.:AS. :2, INST A!.J_ QUICK COUPLER 1/-.i GREEN COLORED ROUND PLASIIC VA:...VE BOX WITH LOCKING CCVER.1 BR/\ND COVES: H: TH "QVC". 3. GUICK. COUPLER \l,\L.\/2 PER LEGEND. 4. THO (2) 5TAINLE:3,S STEEL CLAMPS. 5. ONE (i) CU. PT. OF PEA GRAVEL AT BASE OF V/\LVl:: BOX. 6. PVC :'£:.H. 60 N!PP'.E LENC~H AS R:EQU!REP. 7. PVC MA!~JL1NF b, PVG E"::LL. 9. 5TREE1 ELLS THO {2) :<!::QUIRED. 10, PVC $CH. eo 10•; NIPPLE:. IL PVC TEE PITTiNG. 12. 3/4" Gi\LV. PIPE STAKE ?.-4" LDMG. !3. FINISH GRADE. 14. iB" MINIMUM FROM ANI HARDSGAPE ARCA NOTE: A, A~L -;-HRC/\DS SHALL BE hR!\PPE[) NJTi-1 T::.':FLON TAPE. PLACE QUICK C.GiJf'LER VAi_VE BOX t2" FROM HARDSGAPE EDGE !.-..!HEN ADJACENT ;~O~l-PR255URE LATERAL LIJ,;E P!P:N6. 2. F'Rr':SSUR.E MAIN LINE PiP!N6. CONTRO[_ HIRF.:5 -BU:~!DLE ,A.i-.lD TAPE' EVER! TEN FEE::T. INSTALL 3. ADJAO::NT TO PRESSGR!.: MA 1:,.t LINE. 4, COMt'-fL<N:CAT!O:✓ C/\BLE CONDUIT (WHERE REQUIRED). 5. APPROVfD TOP 501L OR SAN'.J 6/\GKFILL. -PROV:DE 3~ UNDER PIPE /\hf) f)' ABOVE: P1PE. 6. S~E IRRl0.A-.TION SPECS i--""'OR BACKF,J_L .AND COHPAC.TiDr-..1 REQ:JIRE!V:ENTS. 7. F!NISH GRADE. t'-..OTE: .A. MiNtNUM BACKFil.L Dff'T'-15 FROM GRADE TC! i'OP er MAINLlt'iE: 24" lt-1 PLI\NTING .ARt:AS, 56'' Ut,JD!:"~K PAVED ARF.::,-\S. I. TURf--' POP-UP ROTOR, SEE ~.EGEND POR TYPE 2. PINISl·t 6RAD!:: :', b" CL.. 200 PVC SLEEVE 4. SAND FILL 5. SPEARS PVC. SCH. &O TEE :3 X TX 5 6, SPEARS Sf-.JiNG ...:O:NT A25EMDLY, MODEL !l-5811-01012 ~1. l-1-.TERAL PIPE B. SUB_ GRADE ,--..,_ Ballfield Turf Rotor r 'H 'i-----------------l H ; '-.:J N. T. S. L FINIS~ GRADE 2. PLASTIC R[CT/'.N6LE VALVE BOX. 6. SPE,\R5 5C,~. BO PVC CLOSED NIPPLE PER PL,'\N PCR THE BAI-L VALVE s:zE APPLl!:::.D -ENGINEERING PRODUCTS #i015 HITH 'T' COVER LID #10:;')1-26 7. SPEAR5 '.:;,Ch, 50 PVC 2" HiPF'L.E, S!ZE PER PlJ\N. PER BALL \/1\L.\iE SIZE 3. PLA3T\G REClANGLE VALVE BOX EXTENflON5. APPLIED !::NG1NF.ERlt-~S PRODUCTS, HODEL iji015-X6 BOD'r 4. BRASS BALL VALVE B. SPEt\R.S 5CH. 80 ST AINLESZ:l 51El'.:L REINFORCED Ui'"ilON. S!Z.E PER BALL '/A!...VE: SIZE. (SR-FIPT X SR-·FIPT) H/EPD~ 0-RING SEAL 5, SPEARS SGH. -40 PVC MA!..E ADAPTOR (SLIP .X MIPT) 9. IRRIGATION M1\INLINl::: -S1ZE PER PLAN !0-PEA GRAVEL ROCK -12" MINIMJM DEPTH. INSTt\Li_ PEA GRAVEL 3" MINIML!l1 8:'::lOND • THE PEPJMETER OF THE VALVE BO>( ~ , Ball Vaive With Unions Assembly A 1----------------------------------- , -1 r,tr,s. L PL.AS'TiC V.AL VE: BOX -REC.T ANGLA~ 2. FINit:>H GRADE: 3. BhSKET STRAINER 4. BRAS:':; MALE: ADAPTER 5. 6" BRAS~ NIPPLE 6. BRASS THf-.?.f::A'.J FROM hATER METER 7. BRASS 4:, Dtt,REE THS?E1\D~D ELBm~ 1 1 5. $Pf:AR5 SCH. I:',() PVC UNION (SR-FIPT X SR-FtPT) 9. PVC. l!'<.RIGATiON MAiN! . .-ihiE, SEE LF:6EN9 FOR TYPE AND LiNE SIZE ;Q, SC.IL 80 PVC.. 45 DE'GREE ELB::>H ii. SCH. 50 PVC CLOSED NIPPLE 12. SCH. 80 PVC.. MALE ADfJ>TER 13. PEA GRAVEL $U"1P 4 (C-UBiG FED) ©-~:sket Strainer Assembly 1. PL.A5TIC VAI_VE BOX -RECT/\NS!...A.R 2.. PiNISH GRAD:: 3. MA5 Tf::R V f'.J_ VE 5. 5CH. BO 6" N:1-'PLE 6 PVC IRRIGATION M,\!NUNf: FROM BAS<.Ef STR:AtNER 7. SCH. BO PVC 4~· DE:CREE. Tf---'RE::1--..DED CLEOh! 6. SPEARS SU!. BO PVG GN:ON (SR--FIPT X 5F<-FIPT) C., PVC IRRIGATION MA:r-.;UNE 10 FLOVJ SENSOR. SEE LEGEND F-OR 7 YPE. ANO LIN:: SIZE 10. 3Cl1. 60 P\1C. 4$ DEGf~EE ELBOH IL SCH. 50 PVC CLOSED f~iPPLE 12. 4 CU, FT. PEA GRAVEL SUMP !3. CHRISTY'S TAG ~iC:-MAX-P2-RClP2 -{" C' 1---M_._a_s_te_r_'_v_a_l\_'e_-_R_e_c_:_a_im_e_d_\_AJ_a_te_r __________ _ N.1.S Flo1,v Sensor I. PLAST!C \i;\L\IE BOX --R5C:"/~N6LAR. 2. HN15H GRADE: 3, FLOW SENSOR 4. Rf-,iNMASTER FV-CAB-SE:N GABLE ;::ROM FLOW $ENSOR TO COtHROLLER ·' 5. CONDLJIT BUSHING 6. h!ATERFROOF DRY ::PUCE CONNECTOR -1. 3/-4" ELECTRIC,:'\,_ CONDUIT AND SWEEP ELBOhJ 8. :RRIGATiON 1·1/\IN!....i~~F FR.OM MASTER VAL.VF: g_ :307. 40 PVC REDUCING COUPLER .\ TIJ) I " u ': ~ ' I I ·--' -· ···-... ----···----... -·· 31872 Camino Capistrano San Juan Capistrano, CA 92675 71-4 661-7127 FAX 714 248-2599 1214 East Green Street Pasadena. CA 91106 626 795-2008 FAX 626 795-2547 PREPARED FOR: IRVINE COMMUNITY D!?:VELOPMENT COMPANY 550 Ne•Nport Center Drive Newpo,i: 13eac.:h, Ct11ifomia 92660 (714) 7:20-:2000 CONSULTANT: <;:j" l-o _j IRRIGATION DETAILS Chocked: TJ/MH l1 z 0 -1-- 0 => er:: I-- Cf) z 0 0 w a. <!: 0 Cf) 0 z :5 ' ' ' I ' ' / / z f-7:: ~ ~ ch ,-· ? ·= [O m JJ I \ I \ i I ! ! ! I ! I I ! I I I I I " UJ > <( :z 0 Cf) -00 I I \ I I ! I I ··== /,,,'l,:, /,,:, ,;,',e,,,;, -t--~,-i< ,.v .. * ,i, * ~ ,., /,-,',!,:', j//f/-'lij'/,,il>*t.*4 ~/,I,:, 1/.,:, ¢•~ •• 41/ -'l-1/1/,11//,-' t;, l:._@i A,_,.__,'; 0 Q ",, ,-__At,'!,, 0 154 5 SAL 56 46 - 10 ·--·-·----------,,,_=--~- PIT TOB I Pihl ELD RH/\ IND • • I I i 1- \ I • • • ••• • • • * * / 'ir'ih /;' ,:., ,;, ;;.-,.. // /," A ' " ,.. ,,. a " ***'"~'-' *•*•* .,",," •· -1;1.... " ..... lie* "' ~ ·*• (' 0 ll ' / //" /1/ I~ I 107 I GAL. 290 BAC GLU I GAL, 36" o.c. 434 ELE PUN ---95 I SAM MEX ---------+---------------! GAL, " I 48 o.c . 98 I HET ARB ---------r-------------- 1 GAL, • 48" O.C. 866 MYO PAV I GAL. ' 371 RHU INT I 6AL, 36" o.c. CAL Hi\E 36" 0.C. PLA,NT LEGEi'~D ' ,. ~, T-_ R_E_E_s~i---B--o-T-/\_N_I c--A--.1-h-1A_r-_1_E--i~c-o·-M-M_o_N_N_A_I_'1_E __ -1---s,-zE ___ s_P_Ac-1N_G_1 __ D_E_T_A_1_1 _s __ _______ ._] ___ -------·-·-------+-·-----+----------------+-----------1 PIN ELD i PINUS ELDARICA AFGHAN PINE 24" BOX/36" oox:PER PL.AN D < e, SHEET L2.4 !----------------------------+------·---·-1--------------"· ---- ' PLA RAC I PLATNUS RACEMOSA ··----CALIFORNIA SYCAMORE 36" BOX/60" oox1PER PLAt:il-D_I_G_,_s_H_E_,E_T_L_2_.4_-I POD GRA ) POCOCARPUS GRACILIOR FERN PINE 48" BOX !PER PLAN D t G, SHEET L2A ,--·----------------,..------------+----------•--+------+------------! POP NIG QUE AGR 1,_P_O_PU_'L_U_5_N_IG_R_A_'_1T_A_I._IC_A_' --·-! LOMBARDY POPULAR __ S_f:i'_B_o_x iPER PLAN DIG, SHEET L2.4 ' GUERCUS AGRIFOLIA ] COAST LIVE OAl:....___! __ 36~"-BO_X====:~i',..P=E=R==P=L=A=N::D==l=_G-_-,=S=H_.-E=E=T=_L-_2 ___ .4=: ! SPACING DETAILS SHRUBS: BOTANICAL NAME COMMON NAME SIZE t-----~-------------·--+---------------1-----,---+-----------1 I ACA RED ACACIA REDOLENS PROSTRATE ACACIA I GAL 30" O,C, A,13 IC, SHEET L2.4 BAC GLU CAL HAE CAR MAC GOP Kl:< DIE VEG ELE FUN HET ARB HEM H'r'B MYO PAG Ml'O PAV P!T TOB RHA IND RHJ INT SAM MEX STR REG TRA JAS ViB SUS f---------------------+-------------------·•~r--------+--,---j--------· --- BACCHARIS GLUT!NOSA II MULEFAT I GAL 36" O.C, A,13 I C, SHEET L2.4 -c-,•iUANDRA HAEMA-,--o--c-E_P_H_A_L_A--+PINK POWDER PUFF --··---.;.' _:_G_A_L_+-_36_" _o_.c:-A,B_t_c_, _S_H_EE_·_T_L~2~.-4_.., i GAR155A MAGROCARPA 100XWOOD BEAUTY' l GAL 2411 O.C. A.,B 4 G, SHEET L2.4 rcoPROSMA KIRKll 'VISTA VERDt:' l PROSTRATE' WPROSMA----L_I __ G_/\_L--!-.~-o_.c-_--_~,B I G, SHEET L2.4 ! DIETE5 VEGETA FORTNIGHT LiLY I I GAL F 36 O,C. A,13 4 C, SHEET L2.4 I ELEAGNUS PUNGENS -SILVER.BERRY --,,_ I GAL 36n-51::,-:-I A~B I C, SHEET L2.4 (~~ETEROMELEs 'ARBUTIFOLTA ___ , __ ! To1w---·-------·---·-~--.. ------+.-71-CGAC---45'· O.G. I A,O ¢ c: BHEET L:2.4- .,, _______ ·--------·-·---------~-----"-·-·--------""""-----------------·--·-·--·---·-----lf-______ _::___:__i _ --···------------- HEMEROCALL!S HYBR!D (EVERGREEN) DAYULL, (RED) I GAL 18 O,C, A,B 4 C, SHEET L2.4 f------------------------------------4------,---_______ , M>'OPORUM 'PACIFICUM' ' MYOPORuM I G,<.L 36' O.C, A,B ~ C, SHEET L2.4 -· -------. -------•--·-,-------l-----f---,.----------------j i M,OPORUM PARVIFOLIUM M,OPORUM I GAL lo" O.C, A.El t C, SHEET L2.4 !-------,_, __ , __ -----, l-=T~O-BI-RA __________ ----t--71 ~"--AL-+-~'36~'"' ~O~.C~.-+; ·cA-c.Bc-. ~.-'--~,-Sc-H-cE=E=-1~L2.,--.4c-l ; PITTOSPORUM TOBIRA VARIEGATA -• c------------------+-----------·---------f---.,-----1----··-··-----L---------- i RHAPIOLEP!5 !NDICA 'CL.ARA' RHAPIOLEP!5 ! GAL ~ 36" O.C. ) A,B_ It G, $HEET L2A [@~US'lNTEGRiFOLiA _ -----~=-~-·::::~_~j-L_E ___ M_C?N-AD-EBERRY ___ "_, _________ +--,-G-A-.L-i 4811 O,G. A,B 4 c., SHEET L2,i_ ! SAMBUGUS MEXICANA j MEXICAN ELDERBERRY I GAL : 36" O.C. A,13 4 C, SHEET L2.4 : STRELITZIA REGINAE -·-••": BIRD OF PARADISE ----·---5 6AL.--j--3-6_",.0-,-c-... ,..,-.-,B-4-·-c:-sHEET L2.4 , ________ ,, __ ,,_ ----· ____________ 1 ____________ .,_ -------!------+----·--· -- 3b" O.G. A,B It G, ~HEET L2A -·-·-·----~-----------, 36" 0 ,C, A,B 4 C, SHEET L2.4 , TRACHELOSPERM\JM Ji,SMINOIDES l STAR JASMINE i GAL i VIBURNUM SU5PENSUM 7 VIBURNUM ----·~---------+--5-G_A_L __ 2" LAYER OP 0"-4'" NITROLiZED BARK McJLCH TO BE PLACED UNDER ALL SHRUB AREAS. REFER TO SPECIFICATIONS. SUPPl.lED 131', AGU!NA6A FERTILIZER CO, ALL TREES "IITHiN 5'-0" OF ANY HARDSCAPE SHALL RECEIVE ROOT BARRIERS SUPPLIED B, DEEP ROOT GORP. ALL TREES IN TURF AREAS TO HAVE ARBOR GU,\RDS B, DEEP ROOT CORP. (650) 344-1464 , ALL TREES IN TJRF AREAS TO HAVE 2' RADIUS ASUiNAG/\ FERTILIZER CO. 0"-4'" N!TROL!ZED I FOREST FLOOR BARK MJLCH AROUND TRLJNK. 10 20 40 I r: NORTH SCALE: 1 "=20' KEYMAP l j 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-712.7 FAX 714 ?:48-2599 1214 East Green Street Pasadena, CA Si 106 625 795-2008 FAX 626 795<!:547 PREPARED FOR: IRVINE COMMUNiTY DEVELOPMENT COMPANY 550 Newport Center D~lve Revi~lons f'... ~ ("I) I.() ~ I-(.) <( 0::: !- '<;j" !- 0 _J N .. wpoti Beach. California 92660 (714) 720-2000 Date ,.,,,, "2= z QC 0 - <C <( I- zC:. 0 CL ::) OI 0::: 0 >-(.) I-z <( en >= <( w z 0 o ca 0 ~~ (.) ~ w 0:: -o 0.. z 0.. <( <C 26 s 0 w ff) w z Q z :r: <( ~ _J PLANTING l l PLAN I 111111 ~ C JO-b No.: 97-523 m C. Drawn: BfAFF Chec\(ed: TJiMH l2.1 .?c E ·1::8 "-0 Effi 0 EEi el 0~ ! ., • Uc' " Cl-I f,j ·~ ~ i rn _c, Cl ., .J 0 0 "$ "' 2~ Cf) C :So .,,, Q(.) Q, I I ' i " u {; u ,. ·" / z $ 0: m L I I 11 " l:i u ii u \l n n ii C I} u \j t\ I) u ll u 513 I GAL. 266 I 6.AL. 566 I GAL. 154 I GAL. 875 I SAL. 473 5 6AL. 5 15 GAL. HEM ARB 70 48" o.c. I 6Al. I 5AM MEX 45" o.c. EL.E PUN 56" o.c. BAC GLU 56" o.c. RHU INT 36° O.C. \ \ , ' ' I i : ' I i \ \ ··------+-----------/36''-_246 CAR MAC \ ' 606 MYO PAV \ \ \ \ I G/',L. !8'' O.G. PIN ELD 24 -24" BOX 5 -36" BOX I PER PLAN --------------------------------... ---...... ... I ------+----------~ DIE VEG PLANT LEGEND I GAL .. 36" o.c. BOTANICAL NAME COMMON N.AME SIZE SPAGINS DETl\lL.5 -----1--····--------· ---+-------·------+-------~----+----------! PlN t:LD PLA RAG POD GRA POP Nl6 QUE AGR 5HRUB5 AGA RED BAG GLU GAL HAE GAR MAC COP KIR DIE VEG ELE PUN HET ARB HEM HYB MYO PAC MYO PAV PIT TOB RHA IND .. RHU !NT 5AM MEX STR REG TRA JAS YIB SUS . "'"' " ., .. ,. ., ! ' ' i ~·----- PINUS ELDA.RIGA PLATNUS RACEM05A PODOCARPUS GRAGILIOR POPULU5 Ni6RA' '!TALIGN QUERGUS AGRlf'-OLIA BOTi\NICAL t'-IAMF ACACIA REDOLENS -------- BAG CH AR IS GLUTINOSA GALLIANDRA HAEMATOCEPHALA ·-·- AFGHAN PINE 24" BOX/36" BOX PER PLAN D ~-G, SHEET L2.4 CALIFORNIA SYCAMORE 36" BOX/60" BOX PER PLAN D < G, SHEET L2.4 ,._ ·-· ____ .,. ______ -·- FERN PINE 48" BOX PER PLAN D 4 G. SHEET L2.4 PER PLAN D l G. SHEET L2.4 PER PLAN D t G, SHEET L2.4 -----~---,----~----!---------! COMMON NAMF 5PACN6 DETAILS PROSTRr,TE ACACIA i MULEFAT --··-~ _,·-~_s_-A_Cl39·;-o-.-c-. .,__A-,B-4 c, $HEET_L_2_.4_, i GAL I 36'1 O.C, A,B it C, SHEET L2.4 I PINK PO-'N_D_E_R_P_U_F_F __ _ • A,B 4 G, SHEET L2.4 I GAL 36'5 O,C. CARISSA MAGROGARPA 'BOXWOOD BEAUTY' I GAL 24" O.G. A,B 4 C, SHEET L2.4 GOPROSMA KiRKII 'VISTA VERDE' I PROSTRATE COPROSMA I GAL 36" 0 .C. A.B 4 C, SHEET L2.4 DIETES VEGETA FORTN!GHT LiLY ! 6-, .. -L--f--=3-6w0.C. A,B ,t G, SHEET L2.4 !Ei.EAGNUS PUNGENS SILVERB_E_R_R_Y____ GAL 36 0.C. A,B t C. SHEET L2.4 ~OMELES ARBIJTH"OLI,'. TOYON ---··--'--c-o,G-cA"'L--t-48"'"'0"'.'G-. t-A-,-B-t-G, SHEET L2.4 -------1-~-G=A~-+~15""~0~.c. ' HEMEROCALLIS HYBRID (EVERGREEN) DAYLILL T (RED) L A.B t G, SHEET L2.4 I P R I GAL 36" O.G, , MYOPORUM 'PAC.IFIGUM' M1'0 0 UM A.B 4 G, SHEET L2.4 f -----·--·-6A' 1£Y' O.G. : Ml'OPORUM PARVIFOLIUM MT'OPORUM ~ A,B 4 G. SHEET L2.4 PITTOSPORUM TOBIRA 'VAR!EGATA' TOBiRA GAL --+-----------c--ccc-c--..,--l RHAPIOLEP!S iND!CA tLA.RA' RHAPIOLEPl5 GAL 1 36" 0.C. A,B 4: C, SHEET L2.4 -·--------f----------------·+----~----·--t----------l RHU5 INTEGRIFOUA LEMONADEBERRT I GAL I 413" O.C. A,B S C.. SHEET L2.4 SAMBUCUS MEXIGANA MEXICAN ELDERB_E_R_R-.1'=====--1--G-,',.L i-36" O.C. A,B ¢ c~y;HEET L2.4~ STRELITZiA REGINAE BIRD OF PAR/'.DISE 5 GAL 36' O.G. A,B 4 G. SHEET L2.4 , ' +-----e------+-----------1 TRAGHELOSPERMUM JA5MINO;DE5 I STAR JASM;NE I GAL i 36" 0.C. A,'l 4 C, SHEET L2.4 ----· --·-·-··---· ---·---.. ·------1 --------------"--,---· --+---··-----------·------··-· . ----.. ------ VIBURNUM SUSPENSUM ! VIBURNUM 5 GAL ! 3e OL. A,B t C., SHEET L2.4 .1--------------L--'-'---L-----L---------l TURF ON SPORTS FIELDS (SOCCER FIELD t BASEBALL FIELD) TURF SHALL BE SHALL BE H,DROSEEDED NITH ; AGRONO-TEG BALLFIELD MIX 2A, 11\LL OTHER Tl-'RF AREAS IN THE PARK NILL BE HYDROSEEDED lc!ITH , AGRONO-TEG BALLFIELD MIX IA. AGRONO-TEG 1-800-543-4109 1-------~----'~-----------------------------·--------------' 2" LAYER OF 0"-4" NITROLIZED BARK MULCH TO BE PLACE[:, UNDER ALL SHRUB AREAS. REFER TO 5PEGIFIC.ATION5. 7 SUPPLIED BY, AGUINAGA FERTILIZER GO. I ALL TREES NITHIN 5'-0" OF ANY HARDSGAPE SHALL RECEIVE ROOT BARRIERS SUPPLIED B, DEEP ROOT CORP. ,~LL TREES IN TURF AREAS TO HAVE AROOR GUARDS BY DEEP ROOT CORP. (650) 344-1464 • • ,ALL TREES IN TURF AREAS TO HAVE 2' RADIUS AGUINAGA FERTILIZER GO. 0"-4" N!TROLIZED FOREST FI.OOR BARK MULCH AROUND TRUNK. I GAL. 24" o.c. .--/\.l, < ! GAL. 36" o.c . ; I AGA RED I PER PLAN QUE A6R PER PLAN RHA IND 36" O,G, \ □ .□ D □ □ [1 □ [l iJ D □ □ I sTR REG I 47 36" BOX IPOD GRA i PER PLAN ' 15,486 SQFT j TURF PER PLAN 44 POP NiG ....------+---~-----·---24" BOX PER PL1\N 16 Pl.A RAC (MUL T 1-TRUNK) PER PLAN i,630 5QFT TURF BLOCK PER PLAN 6" CONCRETE 0 10 20 PER PLAN P1>----rl---1 NORTH SCALE: 1 "=20' I GAi ... ,,. KEYMAP _J .31672 Camino Capfstrano San Juan Capistrano, CA 92675 714 661-7127 FA-"< 714 248-2599 1214 East Green Street Pasadena, CA 91·106 626 795-·2008 FAX 626 795-2547 PREPARED FOR: 1RVINE COMMUNITY 0£VELOPMENT COMPANY 550 Newport Cantor Drive Newport Bm,ch, Ca!ifomla 92660 (714) 720-2000 CONSULTANT: Rcvis•o_n_s ____ _ ;,, L-" ___ --.. -·--.. ·--·-· -... --·------ '~ l-o ~ !- <( z 0~ OI >-0 z <( <( w 0 CO <( I-i-0:::: zO ~~ UJ z Dute z 0 -l-o ::J 0:::: I- en z 0 0 LU a.. <( 0 en Ci z ~ PLANTING PLAN >-I C: ; m, 0. i z,E I ·c8 ' I "-I ~§ Checked: T J!MH cc o-Ll §- rua) ·~ b _Q l2 ? i1 -=,.L= -' 0 "" z>- 515 O.<..l 0 0 ' M '. ~ ~ Q 0 •' 0 U) " ro a: ' I ' I ' i ' \ l u □ □ □ □ □ □ □ □ □ D D □ [1 D D D D 0 [} a f!j u fl 1l I] I I f . I l i I f ; 1 ! , i 0000000 'b O OJ.9 0 0 , I ! 1 i ,, / ' 1 f 1 ! f ' I /. e,g RHA, IND 1 GAL. 36" O.C. TURF PER PLAN COP KIR I GAL. 56" O.G, ·-- i i j ! 24" I ~·-· --.--1 --1-,....___--., j -i' • "o'oo 000000 0,00 00 ocoooo 00 0 _o Qo , , • I ' ' ,i ' ' ·-------.. 1.. / I I --... 1, ·---- PLANT LEGEND --~ 1 l'fn\ Ir;:;;::=;-;=:;-~ TREES BOT ANICAL_N_A_M_E _ _.._C_O_M_M_O_N_· _N_A_M_E_,f--__ s1_zE_· -~-s_PA_c_1N_'G-+-_D_E_T_A_I_L_S _ _, I W I Q) PIN ELD _P_IN_U_S_EL_D_AR_I_C_A _______ +-A_FG_HA_N_PI_NE ______ -2_4_"_ElOX_/_3_6_"_BO_)(_ _PER PLAN D 4 G. SHEET L2.4 1 r 1 1L PLA RAC PLATNU5 RACEMOSA ____ CALIFORNIA SYCAMORE 36" BOX/60" BOX PER PLAN D t G, SHEE~_l:_2_.4__ ~ 1 ~ POD GRA PODOCARPLS GRACILIOR FERN PINE 48" BOX PER PLAN D 4 G, SHEET L2.4 ------+------------+------+----+---------! POP NIG POPULUS NiGRA 'ITALICA' LOMBARDY POPULAR QUE AGR QUERCUS AGRIFOUA COAST LIVE OAK SHRUBS BOT ANIC,AL. NAl'1E COi'-1MON NA.ME ACACIA REDOLENS PROSTRATE ACACIA BACCHARIS GLUTIN05A MULEFAT ----CALLIANDRA HAEMA TOCEPHf,LA PINK POl,,IDER PUFF 36" BOX 56" BOX SIZE I GAL PER PLAN D ¢ G, SHEET L2.4 PER PLAN D t G, SHEET L2.4 SPACING DETAILS SCI' o.c. A,B t C, SHEET 1..2.4 ---+-----; l GAL 56" O.C-. A,B t C, SHEET L2.4 I GAL 36" 0.C, A,B ¢ C, SHEET L2.4 .~---,--------------+------+--·--- CARISSA MACROCARPA 'BOXHOOD BEAUTf' I GAL 24" O.C. A,B ¢ C, SHEET L2.4 COPR05MA KIRKil 'VISTA VERDE' PROSTRATE COPR05MA --+--··--· ------GAL 36' O.C. A,B ¢ C, SHEET L2.4 DIETES VEGETA FORTNIGHT LILY •~=--------+ ELEAGNUS PUNGEN5 51LVERBERRY 1 GAL 36 O.C. : A,B t C, SHE:::T L2.4 I GAL 36' 0.C. AB ¢ C, SHEET L2.4 ACA RED BAC GLU CAL HAE CAR MAC COP KIR DIE VEG ELE PUN HET ARB HEM HYB MYO PAC MYO PAV PIT TOB RHA IND RHU INT SAM MEX STR REG TRA JA5 VIB 5U5 1--H-E_TE_R-OM-ELES-A-RBU_T_iF_O_L __ IA---+-T-O_Y_O_N_. ---------I GAL i-48 0.C. A,B 4 C, SHEET L2.4 HEMEROCALU5 HYBR-ID-(E_V_E_R_G_R_E_EJN_) __ D_A_Y_L_IL_L_Y--c(R_E_D_) _________ -+·-1-G_A_L/·re.~0~.c-.--+--A-B_!_C_,_S_H_'E_E_T_L2_.4__, ------+~, ·cG~A~L-.;.....3~6~''' o=.c-1_ 1 .. -·-·1 i · I L. ---•-·--'·--,_ t MYOPORUM 'PACIFICUM' MYOPORUM MYOPORUM PARV!FOUUM MYOPORUM PITTOSPORUM TOBIRA 'VARIEGATA' TOBIRA RH/\PIOLEPIS INDIGA 'C.LARA' RHAPlOLEP!S --··-------1------------- 1 RHLS INTEGRIFOLIA LEMOl'1ADEBERRY C....-------+-----------------+ 5AMBUCU5 MEXICANA MEXICAN ELDERBERRY f--------------------i- STRELITZlr, REG•NAE BIR'.:> OF PARADISE I GAL I GAL I GAL i GAL I GAL AB 4 C, SHEET L2.4 A,B 4 C, SHEET L2 .4 36" o.c. AB 4 C, SHEET L2 .4 ---t----------------, 36" O.C. A,8 t C, 5HEE 1 L2A -+------+------------< 48" O.C, 3tt o.c. A,B t C, SHEET L2.4 ----------A,B t C, SHEET L2.4 5 GAL 36" O,C. A.B ¢ C, SHEET L2.4 __ .,,,,_, __________ ,_, _,_ __ --------+----., --------+---------- TRACHELOSPERMUM JASMINOiDE5 STAR JASMINE I GAL 36" O.C. AB ¢ C. SHEET L2.4 f--~===~c~=~===~~~+------------1-------1------c VIBURNUM SUSPENSUM VIBURNUM 5 GAL 36" 0.C. A,B 4 C, SHEET L2.4 TURF ON SPORTS FIELDS (SOCCER FIELD 4 BASEBALL FiELD) TURF SHALL BE SHALL BE HYDROSEEDED HITH AGRONO-TEG BALLFIELD MIX 2A ALL OTHER TURF AREAS IN THE PARK WILL BE HYDROSEEDED WITH AGRONO-TEC BALLF!ELD MIX IA. AGRONO-TEC 1-800-545-4109 2" LAYER 01° 0"-4" NITROLIZED BARK MULCH TO BE Pl.ACED UNDER ALL SHRUB AREAS. REFER TO SPECIFICATIONS. SUPPLIED BY, AGUINAGA FERTILIZER CO. '"""'"""'"' ALL TREES WITHIN 5'-0" OF ANY HARDSCAPE SHALL RECEIVE ROOT BARRIERS SUPPLIED BY DEEP ROOT CORP. ALL TREES IN TURF AREAS TO HAVE ARBOR GUARDS BY DEEP ROOT GORP, (650) 344-1464 ALL TREES IN TIJRF AREAS TO HAVE 2' RADIUS AGUINAGA FERTILIZER C.O. 0"-4" NITROLIZED FOREST FLOOR BARK MULCH AROUND TRUNK. i ' i I I f I ( , ' ' ' I f 1 • 1 ! l ' ! I I I\ ,, 24" V 872 ,,/ I GAL. 245 ! GAL. 815 /1GAL. I 24" 21 1147 ! GAL. NORTH. ELE PUN 36" 0.C, DIE VEG 56" O,C. ! ACA RED QUE AGR I I PLA RAC (MUL Tl -TRUNK5) ~g~ I PER PLilN I MYO PAC 38' O.C. 40 SCALE: 1 "=20' I I 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2599 1214 East Green Street Pasadena, CA 9·1106 626 795-2008 FAX 626 785-2547 PREPARED FOR: (£1~ ~-:) IRV:Nfc' COMMUNITY OEVE'LOPME::NT COMPANY 550 Newport Canter Drive Newport Beach. California 92660 ('/·14) 720-2000 CONSUL TANT: Revic,lo,is /.\ =~-.. --~--·---···· !\ ___ _ !-- 0 ~ !-- <( z o_ o:r: >-0 z <( <( w 0 CO <( !-- !--0::: -o z 0.. ~$ w z Dritc z 0 !-- 0 ::) a: 1--U) z 0 0 w 0.. <( 0 U) 0 z ~ 1 ....... Job No .. Drnwn: Cf1oc!,ed' PLANTING PLAI\J 97~523 T.i!MH I I ' , I 1 I • g C ,.: C• C, , ... ,:: -~ ; :·, •q $. ' • I 0 IJ ~I ~ ' 2 ~-~-·7 "' OJ ~j iTI m JJ .. 0 ( SECTiON A-=-- ~ I -..Y ~1-----! L ,/1 (3l s·• I !;IN, I n~ .. ~ A-A l\_i ::r---0 ii ' //1 'jJ":";l:.1: ,.,,,~·;,···-;;f,"'-J;',t::" ••-••••• -">••~-s•m•-,-'"' i "-·'~/jf'"','!;!"l(;';JJ?,0i;.,c.'t, ~-;w'''Br,'?;tj~"?~t \1,.} • \~:<f';'. •';;,:,.-j'':.~ ; M-i~ "· /1 I I / I \ ' L CONCRETE CURB OR HARDSCP.PE. 2. FiN1S!-!ED GRt.DF.. 3. SIDEWALK OR WAL.L. 4. DEEP HOOT f'RODUCT INC. fWOT BPRRiER. 5. f;i" GRAVEL. 5. DRiPLINE OF TREE (IJEFiNE:D DY TH~ f,ll~liivfUM $Pfa.C!~1G DIS1 ANCE !f~ TH!: C;TY OF NEWPORT TREE PLANTING GUIDELINES. NOTCS: A. POSITION BARRIER AS CLOSE 10 CURB OR SIDEWAUZ AS POSSJRLC.. RAISED ROOT PROTECTORS SHAL'... BE F AC!t.lG TOWARDS THE TREE. 8. TOP OF BARRIER SHALL 3E 1" ABOVE .F!t~ISHE'.) GRADE. C. I_FNG/H OF ~OQT BARRIER SHAU BE EQi.]AL TO THE AS Dff!NED BY TH[ Mi'-:lMIJNM SPACING D!STANCE IN THC CITY 0' IRV!N[ rREE PLAN TiNG GUIDELINE. D-ROOT 8<\RRIER SHAL..l BE 24" TO ClJRB AMD 12 " TO ADJACT TO WALKiWAL':... ®__!:i~ear Root Barrier N.T.'::i r 5 r-CTlnN 6-' ,,.,. 4tS' on Siope COMMUNiTY NALL. 2. 5T/;,,INLE5S ,STl:EL 3/6" E'(E SC.REH, 3. 1/2" LEAD SHiELD E'.'1SEDDED IN DKIU ED 4. E"iE SCRE'H L.OCATION.S TYPICAL g PLACES, 5. FINI::.',~ GRADE 6. vlNE PER PLANTING PLAN. 2. 4. 5. 6. I , ! '. NOTES: f,TRIHG NC. g GAU6t: V-!l RE BETHEF.N C:iE SCREWS HORIZONTALLY ONLY. ATTACH 1~nRE WiTH A J'-'.'N. OF 4 '"WRNS. PA!N"T EiT': SCRL:J,,;5 AND hlRE TO MATCH v-l/s.LL. ATT t\CHE VINES N!TH 6REEN NURSER! TAPE, _________j TWO -2" DIAMETER GA.VA.f..JIZED STEEL POLES. STAJ<ES SHALL BE PLACED AT l~iGi-11 Al✓GLE WIT!-, THE D1RECT!O"l OF THE PREV.AJUNG WINJ. 8' LONG FOR 5 GA'...LON,. 10' LONG FOR 15 GAL.LON, 12' L.Qr.;G FOR 24'' OOX. ·'CYNCH ·r IF.:" -LOOP AROJND TRE[ Ar\lD ST AKE AND SCREW. EARTH WATERING BASIN, NO, L.A~Grn TH.".N ROOTBKL RAKE OUT AS DIRECTD .. DEPRESSED BAS::,,/ WITH 1'' ~AYER M!JLCli ~ REFER TO PLAt-JTING SPECiFJCAT:C~1S, CROWN OR ROOTB.ll.LL 2" A80Vi: FiNISr-' GRADE. 8AC1<FlLL MiX PER PLANTll\3 SP[C!F!CATIGr~s. EXiST!I\JG GRJ\DE; NOTE· PLAr--;T PiT SHOWN !S FO.~ 15 GALLOt,.,J S:ZE. FO'? LA.RGER MATERIAL, PLA:'ff ?IT SHA.LL BE 18" LARGER THAN DOX S!ZF.: ON AL.L SIZES Ais!D NO D~EPrn TH.!\i'-i tlOX DEPH:, , ID SPACING -C"'.lEE PLANT LEGEND ~-· SPt\C.il·~G --S!::E PLt\NT LEGEND Shrub Planting Scale: 3/4" = 1'-0" Double Staked Tree Planting Scale: 1/2""' 1'-0'' 1/2 5Pt\GiNG -SEE PL:\NT LEGEND. 2. • EDGE OF CURB E.DSC OF PAVING f'ACE OF HALL I. DEPRESSED BhSIN ~ITH MULCH REFER T 0 PLANTING SPECiFIC.ATiONS. 2. CRONN OP SHRUB TO Bt: PLANTED l/2." ABOVE FiNISH GRADE. 3. ROOTBALL. A PREP/\~ED 5ACKF'ILL 1-11x PER SPECtPICATIONS, I. DEPRE55ED i3t\51N W/ I" OF 1":UGH. SEE SPECS. 2. CRON[·.; OF SliRUB TO Bl': F'LAN1t:D i" /\t30VE F.6', 3. ROOTB,A,LL. 4 PRE0 ARED BACKP1LL MIX PER SPEOFIChTIONS. WATER SETTLE, 5. PLANT TABLETS. SEE SPECIFICATIONS. 6. EXISTING GRAJE, 7, UNDISTRUBED SOIL SC-Al:(_lfY SIDE$ :\ND BOTTOM OF PiT. I. THO -2" ~IAMETER X B' LONG TREATED LODGEPOLE 5T AJ:'..E5 FOR 5 G./\!....LON. 10' LONG LODGEPOLE ST r'.KES rOR 15 G/-.LLON AND L AR.GER PL.AD:'. 5TAKE:5 ;,.,-r RIG1--tr hN0L2 TO PRE\/AIL:NG WIND OR ,A5 DIRECTED BY .I\RCHITECT.- 2. "CYNCH TIE"--.. -LOOP /\ROUND TR.EE AND STAKE AND ::;JCREW. 3. E,AR.TH WA TERiNG BASIN. NO LARGER THAN ROOTBALL. R,\KE OUT AS DIRECTED. 4 BACKFILL M:X PER PLANTING SPECIFICATIONS. 5. PLANT!j\;G TABLETS PER PLANT!NG 5PECIFIC/\.T!ON5 NOTE PU\NT Pl T 5HOY~N IS FOR IS GALLON S!ZE. FOR LAR6f::R MATERiAL, PL.A.NT PIT SHALL BE i8" U'.RGER THAN BOX 51ZE ON /\LL SIDES AND hlO t)EEPER THAN BOX DEPTH, 3i872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2599 1244 East Grnen Street Pasader.a, CA 91106 626 795-2008 FAX 626 795-2547 PREPARE.J FOR: ~i ~vv IRVtNt=. COMMUNITY DEVELOr'M~NT COMPANY 550 Newport Canter Drive Newport Beach, Cslifornia 82660 (714) 720-2000 CONSULTANT Revisions I'--,..... ('I') LO ...- !-- 0 ~ !-- I "¢" !-- 0 _j By \/ ~ cc:: <IC <( 0 0,,,, z -0 I 0 >-u z <( >= <( w 0 0 ro ts !-- cc: !.Y'. -0 cc:: z CL 0 <( s ro w LU z I I= PLANTING DETAILS DatG z 0 -!--u :J n::: I- (J) z 0 u w CL <( 0 (J) 0 z <( ...! 111111 ~ 0 Job No.: a ~ Omwn: Cnockod: T J/MH E ;,,a ·cu ' "-' 0 EC 9 E~ "' o• -08-,h .-$ C !'; I~ ro 0 l2.4 _, Cl 0 ~ a:: a z>-if/ ::iti 1' 0 O.(.) ~ ' ,-, C ':; ' " j .~: ,, ., ~ ,' " 1; ' ' ,. ' " ,0 ·S F" ~ .g;;, ~s:Jl .,,,, .t: • ~ ... ~ PR1VATt Hl!.lclf.ER'S NOTICE TO CO~TRACTQR T!iE EX:STENCS Jfll.} ~CC.\Tiet. 0'° #./-l'f IJND".J!GROJND IJTILIT'! PIPf.~ {JR STR'JCTi.!R(S SHOW>; ON THlS PLAN ME OBTAIMC!l f'!'I A S!'.,O..~CH Cf i,'{,IJLH!Lt RFC/JRDS, TO TeiE 8ES"!" Of OUR Kt-r:IWLCOGE TlltRE ARE "° EXl'5'flNC 1JTIL:T1cs ::xCEP'f >S SHOWf< ON THESE PLANS. 11-!t C';)N'l"!'W.:lo.1 IS REOUIR!::0 TO TNCE !:!UC PRECAUTIONARY l,ll:.:ASURE:S TO 1.!fVJTECT THt: IJTIUT\ES SHOWN AND ».': OTHER L,Nl;:S CR STRUCTURES SliOW~ CW 11£.SE PLIJJS. ALL CON1HAClOHS ,>,ND StitlCONTRACTQF/5 PEWORMlNC WORK SHOW['! 0~ OR RUA.TED TO west P~.WS SHN..L CONIX,,CT THEiR CPERATIOHS so 11-JA'f t.!..L EMPLOYITS AkE PROVPEO ,\ SAVE PLACE TO WORK AND THE PU3LiC IS P~OTECT(C. ALL CONTilACTOOS N<O SUllCC~ACTORS SHALL COMPL 'I WITl-1 Trlr "QCCl..if'AT!ONAL S.'i"E:W ;J,D H:.'.i<i nJ ~EOULATION'' OF THE •.I.S. DEPA~T~nn OF LA9C>ls mn w;TH TK!:: STATE CF CAl,F()f!;/iA DU'A'?TflfN) OF INDl.,STf!IAI. 1'!:CATIONS' "CONSTl{IJCTION S,'FETY ORDDlS.'· __,,,,.,::> "<AC70R fURTHe:R AGREES THAT HE SIW.L ASSU~ SOLE ,11\0 COMf>LE'iE RfsPQ"~ff'Y FOR ::,;.._;OB SITE CONDITION OIJRING THE COURSE OF CO!~STRUC110N or lHIS :::::<OCT, rNCLUOJNG •y Ot ALL HR~Ot-.'S ;IW PRORATE>IHAT THIS ;m.:.~.Jr~EIAD'~ ,A.L APPlY CONrro/UOUSL "l'. T BE Ll)jl:"EO T(J :mRMAt. wom,1NG HOIJRS: ~ 1/riHt CONTRMTOfl SHALL DEFEND. IND£!., 11."SJ H6LD HMJ,;LESS FROM NM U~c:.~. OR Al.lEGEO. IN CONNECTION l'<<TK TH: 'l'MANC!: CF OF WORK ON THI"' /•'-CT, EXCtPTiNC FOR l:AfllLITY AAISlfl(; FRO!.' THF; ~CLIC:l!NCE OF ~,lR O;t THE fNGlNEER. CCNSTRiJCTION CC1'TIUC.fOR AGR~~ /OROJ,,'fCE WIT/-! CE:NER,\J.L'( ACCtPTW CONC:TRIJCTION f,'R.t.c;-1cr::s. COclSTRIJCT!QM<' ,,..""' -U.CTOR WILL f!E REOUIREC TO N:,SUME $CUC NiD COUPl.i:rt flES!;,~.;1CiTY ct, '-,,,'t._:ITE COfm!TION~ DlITTING TH:: COURSE OF CONtrf<:JCll_9~HE Pr.tCJECT~'~',; ~Al'"ETY OF M.L ?ER!>ONS A.'-0 PROPERTY! THA~Tl11S :i:;::~..:ENT SHAl.~ 8E Mmt ro~~TINUOUSLY AND t!OT SC, Uhl!TE!) TO .• JL W01'i<:IN<l OOIJR:S, ,WO CONSiRUCll.,;,...,,._·QNTtlACTOR HJRTHrR AGRP: OEFEt-0, !NDV.tNIF'{ nm MOW CESiCN PROFES~~ARMl.[SS fROM N-,1'(/__r ;.LL Ll,\51LI r,. REA!. Of! ALlEGrn, IN CONillCTION .¥1T!-l .,....._ ~~rnRM>.NCE OF wP"":. . rns PROJECT. (Xct:FflNC Lll\81LllY .•,M$1NC FROM Tr1C sou: f.~~~ ~.re. Of.SIGN PROFESSIONAi... ·~ I ! ! l I ·,. ! r-----~---------1 DRY UH.ITV I CONOlJITS~1 SLOO EX. CONJUiT -. • _ _j ELECTRIC ROOM • I I ": I I '' 'I ' , • : j NOTE: INTERCEPT EXISTING BUILDING CONDUIT i,EFER TO ELEC. ENG. OR/>.WINC FOR LOCATION MORE 1HAl1 4 FOREJGN tJT!LITY CCN!)UITS JOiNT TRENCH.Jlil,'J.J. 4 00 LESS roRtlCN t)11UT'r CONDUITS 0 1\J 20 30 ~-----SCALE IN FEET ORMER CAP [-:31D0 F CON ,--------------r-- 1 T R ··• •• \ .... . ' .. •• •••.• \\•···. .. ' ' • ' :· \ \ L 2. CO!HR/\C7ilR NOfES Ca!I "Unde,·l)r(XJ!,d S,;ir.;1c!< Al!w-r" 1 i50Ql 4~2-41:!5 <:J mlrtiITTJm of ~8 :.ours orl er 1-<'l criy exMvct 1 on, Even thou oh ex r st !no fao • ! 11· I es ere mar-Ked t;,y er/ utl I ity repr-esen+ot1ves, Contro:ctor ls r-asµonslo,e for eX'.pcs!ng and prot~Qting-ln~picoo thos~ fool I l+leG, t>:ntn::c7or ls to refer +c, c,,.,, I end Arcnitecturc: <l:'owings t:,r and oropased fac1 I !ties, (~o+h above cround and b~iow Qrcundl, Tr,is plan T,,; -Fe< tiiddinq ond r,er•r;-,itJ-;nq purpo':'es ::inly. Actuol constructlon <:!oc,.i:oontc;. w! 11 be pro,·loed b'-'f ocoh dry utl I rtr <'.lleno)'. Controctor c.-,a1 I be n;.epor,sl bi Iii for I nstcl tat on o-t each dry u, 1 ! i y syotem l n (.lCGon.Jam:.0 wltn ecch dry ur!!1ty ai;:s'lcY's spaciflco1ions, pollc!es or.d p;cotrces of Which the Contrcctcr is to be ·morouqhly foml 11ar. \'i!1Bn QC$-~ to IK :n::,1al1ad wi:h otr,er rJry wtliitles, Co.-,fructor wiil :>e resp<X1slblo fer za'ld shadlno end proper sopar~trcn Trom the other ut1 !!ties. Cont,.aotcr 1,hou 16 note +1101-the 0(.1/J p tpo I I ne chonsioz d I root I on at shon:, anQlt;s, not on a r<idh.ss ; I Ke 1-r.e ott·10,r er-:,, wi"i I lTfee. cont,ootor w! I I ba qrnpon:s'ble for tile sxca11ot1on neoessary -fe>r Gas to occorrpl lsh It s 1n$tol kit1on. I Trenche:a: sl'o' I o! low room for-CTV foci I I ties, r.o:-rnoiy 2-3" ,::ondults with iGTer01sJ Tr-i!!neh1nc c::>ntr-octor-shol I notl-fy Cox Cc,;m.mlcotlor;s CorrrrerotGI Constn.io71on \ coontrnotor. Mr Rod R(,X,n::is at (5~9) 7HH2150 G minrrum of 72 tv:x.irs prior to 1· o;:,er;iJr;,9 tr'anc:"les, Tl",ls will allow Cox to roobliezei for th& lnstolla'."icn of· their foo, , . ras. . 6, LQDC-rlons vf CT\! crd T,!.C. vcuits m.Jy er ITl(l,' not ba sciown fer citirffy. , Exoct I oco~ l on of CTV ond T. I. c, vcu ! ·ts ar-e -to t,a esi ob I ! shed thr-ough a I 8, s. coon.a nctec effort by corrt;actor and UTl I i ty Consu i tont, <:onstruct1on olvno on &Xlf,tin,;i ,st.-ee:,t ,.;1101: tollo,; w.,\,T.c..e:. Mon•.1ai ;,uld8l!m;s, I For· t,of-fi.:: ~oritro1 ref,;r ~o e4-re<H irrn:;,rovemr1i trof,'io cont,.ol plans. Pre-T,,mch Meeting not;+;ooticn sl10\I be gl,·er 12) "'eeks pr•ior to i"renchlno to al !ow tl16 schedui 111,;i oi' e<ich ut! ! :t::, lnsµec-tvr. 1 4" 10) """""" T(.I CAP .\ HANDHOLE TO PAYPHONE \ \ \p~_llfJ.LJ:!ANDHOLE (10~1/2"X17"X12") CONCRETE ,, -Num.>:)r ,:,f Tc; (!,'lhOC1e (,:,n1t..: 1 t c: PACIFIC BELL PAY TELEPHONE /,1~------Siza ci TB1epi-,cn,:; Conduits /-,::J.:...1---·--Duer t.mk Foc+o,;ie-str c1ct,.,,re to \~ s;tn .... ~t<.:n;,. ~.,, struct<.,r-$ ta C'Jp. u C ONLY 10[~ --~-----·-------------, I PLA.NS PREPARED BY, RGI UTILITY CONSULTANTS D ,\ QK 1 M,, : ' i i '' I . I ' i' I I ~ -a .~ ;jj t ;: \ ~ ~ '\ .,:i:=., ) ~i.ll j ~ rJ. 1. 2 ' 3. 4. 5. I I _DOMESTIC IJ'JA TfER MOT!ES A. THE WATER SYSTEM IS TO BE INSTALl.£1) BY THE OEVELOPER. All WATER SYS1EM WORK SHALL CONFORM TO 111E DISlRICTS "PROCEDURAL GUIDELINES ANO GENERAL DESIGN REQUIREMENTS" AND •cONSlRUCTION MANUAL", AS LAST REv1SED. 8. THE DIS1RICT ENGINEERING OFFICE SHALL 8E CAW:D FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WllilK AT (9491 453-5300 OR (949) 45J-5615. , .. . C. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFEClED AGENOES AND THE CON"fRACTOP. SHALL BE HELD ON THE JOB SITE 48- !iOURS PRIOR TO START Of \'/ORK. D. TH£ WATER SYSTEM JS TO BE STAKED BY THE DE\/ELOPrn's ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. E. ANY WA1ffi SER\o1C£ FOUND TO BE l\1THIN A DRl\1£\YAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. F. ALL MAIN UNE VAL\,ES SHAU. BE MAiNTAINED SO AS TO BE ACCESSIBLE DURING lllACT DEVELOPMENT, ANO ALL VAf.VE STEM TOPS HA\JNG OVER 46-INCHES OF COVER ~All REQUIHE AN EX1£NSION AS PER DRAV,ING Vl-8- G. IN RESIDENTIAL STRECTS, THE TOP OF 111E PIPE, 10-INCHES AND SMAllfil, SHALL BE A MINl!.IUM OF 42-INCHES BELOW "lllE flNISHED STREET SURFACE AND 48-INCHES BELC'!I flNiSHED STREET SURFACE ON ALL PRIMARY ANO SECONDARY STREETS. H. All FIRE HYDRANTS SHALL BE SET \~TH THE BOTTOM FLANGE 4-INCHES ABOVE TI-If. CONCRETE PAO OR SlDE'IIALK Y,HHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET moM TH[ ECR OR BCR AT INTERSECTIONS. I. All \'/ATER MAINS 6-INCHES HIROUGH 12-INCHES SHALL 3E CLASS 150, A\WiA C-900 PVC, UNLESS OTHERl\1SE NOTED. J. NO TAPS OR 0111ER CONNECTIONS SHN.l BE MADE TO EXISTING DISTRICT VIATER MA!NS PRIOR TO CONDUCTING AN APPRO\!EJ PRESSURE TEST ON THE NEW WAIBl DISTRIBUTION SYSTEM. TAPPING SLEEVES s;;ALJ. BE PRESSURE TES1Ell IN AN APPROl'Efl MANNER IN THE FlEtD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN UNE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. K. \'/HERE METERS AND METER BOXES ARE LOCATED 11111ilN SLOPES, ll-iE ANGLE METER STOPS SHALL BE SO LOCATED 1HA T TrlE METERS AND BOXES \',1ll BE PARAJ.l.£1. AND FLUSH, RESPECllVEL Y, VMH THE FINISHED SURFACE. L. NO METER IS TO BE PLAC£0 vnTHIN ANY SIDEWAil< OR DRIVEWAY AREA. M. CURBS SHALL BE INSCRIBED V,llH A "Vf INDICATING LOCATIONS OF All. DOMESTIC \'IA lER SER\IICES. N. INDMDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PW!AB!NG CODE If AI/ERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBffi V,HH TIE DOWNS FOR ALL VALVE LOCATIONS. P. THE CONlRACTOR SHALL EXPOSE All JOIN POINTS TO THE EXISTING DOMESTIC \'/ATER SYSTEM FOR VERIFlCATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. Q. CURBS SHALL BE INSCRIBED \\11H TIES FOR AlJ_ MANHOLE LOCATIONS. R. THE CONTRACTOR WORKING ON IRW!l WATER UNES MUST HAVE A 'C-34' LICENSE OR A CLASS • A" C-£NERAL CON1RACTING UCENSE. OFF-SITE RECLArn.!lED \/\JA TIER NOTES (1) AlL OFF-SITE RECL~IMED WATER S'tSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE ~Trl lliE REQUIREMENTS OF THE DOMESTIC POTABLE WATER SYSTEMS. (2) RECLAIMED WATER PIPE SHALL BE PURPLE PVC C-SOQ PIPE, EITHER CLASS 150 OR 200. !JARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WAlrJl. DiP MAY BE USEO Vt.TH "fHE APPROVAL Of THE DISTRICT BUT If MUST BE MARKED \~TH PURPLE MARKING TAPE. (3) ALL 1-INCH ANO 2-INCH COPPER SERVICES SHALL BE \'/RAPPED CONTINUOUSLY V!fri PURPLE MARKING TAPE FROM END TO END. PRIVATE ENGINEERS NOTICE TO CONTRACTOR(Sl THE E)(ISTENCE AND LOCATION Of ANY UNDERGROUND UTIUTIES AND/OR STRUC1\JRES SHOWN ON TrlESE Pl.ANS \'/ERE OBTAINED SY A SEARCH OF THE AVAlLAflLE RECORDS. APPROVAL OF THESE PU.NS BY THE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS Of 111E LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTIU1Y AND/OR S1RUC1\JRE V.iTHIN THE UMlTS of· TH!S PROJECT. THE C!ri Of IR\ANE CON"fRACTOR IS REQU!REll TO TAKE All DUE PRECAUTIONARY MEANS TO PROTECT THE UTIUTIES OF RECORD OR NOT OF RECORD Oil NOT Sr.OVff, ON 1HES£ PLANS. RELOCATION OR REMOVAL OF 14iY EXISTifW UTIUT1ES SHAll BE P'RFORMEO ev .. .. Tr!E RESPECT!\<£ U11UTY 01'.l'IERS, AT TrlE EXPENSE OF THE DEVELOPER. 1'1E GRAD!NG CONTilACTOR SHALL SATISFY HIMSELF AS 10 TrtE GRADING QUANTITY AS SHOWN ON TI-115_ FLAN AS PART OF H,S BID. !TIS REOUESilll THAT THE GRADING CONTRACTOR NOTIFY 1H!S PRIVATE ENGINEER BY CAWNG AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADiNG OPERATION IN ORDER THAT THiS OfflCE MAY PERFORM A flNAL INSPECTION TO . COMPLY l'.l"Prt OUR GRADE CER11FlCA TION COMMITl.lENT TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. C1TY or IR\.lNE. UNAUTrlORiZED CHANG!:S & USES: 1HE ENGINEER PREPARING THESE PLANS 11LL NOT BE i<£SPONSJBl£ FOR. OR LIABLE FOR. UNAUTHORIZED CHANGES TO OR USES OF lHESE PLANS. All CHANGES TO 1HE PLANS MUST 8£ IN IRlllNG AND MUST 8E APPROVED SY THE PREPARER OF THESE PLANS AND TrlE CITY OF IR\i1NE. .,JOIE'J SITE SAFIET'l CO!trRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONS!BiUTY FOR JOB Silt CONDmoNS DURING TliE COURSE OF CONSJRUCTION OF lli!S PROJECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY; THAT 1HiS REQUIREMENT SHAll APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACfOR SHALL DEFEND, INDEMNIFY AND HOLD TrtE O\TrlER AND lHE ENGINEER HARMLESS FROM M'Y AN~ AU. UABILITY, REAL OR AU.EGFD, !N CONNECTION WITH THE PERFORMANCE OF WORK ON mis PROJECT, EXCEPTING FOR llABIUTY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR lHE 8-IGINEER. - ' . SIE\,'\fEI'! NOTES A. THE SH,'ER SYSTEM IS TO BE INSTAHFD BY 1HE 0£VELOPE!l. /\LL SE\\tR WORK SHAU. CONFORM Til 11-IE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMEliTS" AND ·coNSTRUC110N MANUAL", AS LAST REv1SED. 8. TrlE SEl'iffi CONTRACTOR SHAU. HA\/E A COPY OF 1HE DISTRICTS STANDARD SPEC!FlCATIONS ON THE JOB. C. THE CONTRACTOR SHAU. OBTAIN A crrr OR COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-Of-\'IAY. D. THE D!STRICT ENGINEERING OFFICE SHAU. BE CALLED FOR INSPECTiON FOUR (4) WORKING DAYS BEFORE START Or WORK AT (714) 453-5380 OR 453-5615. E. A PRE-CONSW?UCTION CONFERENCE SHALL BE HELD 46 HOURS BEFORE STARTING CONSTRUCTION WORK. F. THE CONTRACTOR SHAll LXPOS£ ALL JOIN POINTS TO 1HE EXISTING SE\\1:R S'tSlEM FOR '11:RIFlC.~TION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. G. STATIONS SHOWN AS o+oo.oo ARE SEl',!'R STA110NS AND ARE INDEPENDENT OF Ali OTHER STATIONS. H. All LATERALS ARE TO BE STAKED SY A SURVEYOR BEFORE TRENCHING AND A COMPLE1£ Sc, Of CUT SHEETS SUPPLIED TO THE DiSlRICT INSPECTOR. I. AU. SEWER MANHOLE LIDS ARE TO HA Vf "IR\',!l" CAST THEREON AS SHOWN IN DRAV,iNGS S-4. J. THE DISffilCT l~lL INSPECT AND TEST TIIE SEl'-1:R COLLECTION SYSTEM AND LATERAL SEWERS TO THE PROPERTY CLEAN-OUT. PRIVAlllY O\'.'NED SE\\l'R U.TERALS FROM THE PROPERTY LJNE CLEAN-OUT V,lll BE INSPECTED AND TES1ED BY THE CITY OF IR\!1NE CR 011-IER APPROPRiA 1I AGENCIES If OUTSIDE THE Ci!Y OF IRVINE. K iNFil1RATION AND AIR TESTING OF SEWER LINES S!-lAU. BE IN ACCCRDANCE \~TH lliE rnsm1crs "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREJAENTS" AND ·coNS1Rur.110N Mft.NUAL", AS I.AST RE\<lSED. L Ali SEWER LINES SHAU. BE BALLED IN THE PRESENCE OF lHE DIS1RICT INSPECTOR BEFORE COMPl£110N CF AlJ_ LEAKAGE TESTS. M. PIPELJNE LEAKAGE TES1S SHALL BE MADE IN 11-tE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFlLL HAS BEEN COMPLEIB), COMPACTION TESTS ON BACKFlU. HAVE BEEN MADE, AND THE BACKFlll HAS BEEN ACCEPlEl SY TI1£ DISlRICT INSPECTOR. N. ALL SE\11:R MAIN LINES 6-·INCHES ANO LARGER ARE TO BE iNSPECTED BY Tl-IE DISJRICT USING A CLOSED CIRCUIT TB.E\l!SION SYSTEM. A \olDEO TAPE RECORDING VILL BE MADE Of THE iNSPEC110N. 0. THE CONTRACTOR IS TO PROIADE lHE DISTRICT \',11H AN AS-BUILT St.1 OF JOB PRINTS \\HH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. P. BEFORE FlNAl. ACCEPTANCE. THE DEVELOPER'S ENGINEER SIGNING THE PLANS SIJ,'ll FURNISH THE DISTRiCT V,HH A SET AS-BUILT MYLARS OF THE SEWER PLAN. Q. CURBS SHALL BE INSCRIBED VATI-1 AN •s• INDICATING LOCA110NS OF ALL SE\'IER I.A lfRALS. R. · CURBS SHALL BE iNSCRISf.D l',m-J TIES FOR All MANHOLE LOCATIONS. S. TiiE CONTRACTOR l'/ORKING ON IRV,\l SEVIER LINES MUST l!A\iE A "C-34' LICENSE OR A CU.SS "A" GENERAL CONlRACilNG UCENSE. T. TRENCH BACKFIU., ON ;.LL SEI\ER AND WATER TO BE DEDICATED TO 111[ DISlRICT, SHAlJ_ BE COMPACTED TO 90% RE1A11\/E DENSITY AS DETERMINED BY THE fl\!E-1.AYER TEST METHOD (CALIFORNIA 216G). TESTS \\lll BE REQUIRED EVERY 300-ITET Of lRENCH OR AS DETIEllUINE'J BY ll-iE OISJRICT INSPECTOR. THE DEVELOPER SHALL SUBMIT \\111TTEN RESULTS OF COMPACTION TESllNG TO THE DISTRICT BEFORE ACCEPTANCE. IF IN OEDICATIED SlREET OR FU1URE STREET, COMPACTION l\1ll BE AS REQUIRED BY GOVERNMENTAL AGENCY HAIANG JURISDICTION. BUT NO LESS 1HAN 90% REU.11VE COMPACTION. U. DISTRICT ¥,1lJ_ INSPECT AND TEST MAIN UNE SEY,fR ONLY. SEWER LA TE..'iALS FROM THE MAIN LINE OR PROPER1Y IJNE TO BUILDINGS THAT ARE PRIVATE WLL BE INSPECTED AND TESTED BY THE CITY OF IR\1NE COMMUNlTY DEVELOPMENT DEPARTMENT ()fl OTHER APPROPRIATE AGeNCIES IF OUlSlDE THE CITY OF IR\olNE. . EXCAVATION PERrc11T PURSUANT TO ASSEMBLY BILL 31l19, NO EXCAVATION PERMIT /~~--IS VAUD UNLESS ll-lE FOU.Ol',ING IS PERFORMED: ~ 1. UNDERGROUND SER~CE ALERT HAS BEEN CONTACTED AND • HAS PR0\1DED INQUIRY I.D. # 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAlN AN • INQUIRY I.D. 0 FROM UNDERGROUND SERVICE ALERT AT LEAST 2 WORKING DA 'tS PRIOR TO THE COMMENCEMENT CALL TClL FREE OF EXCAVATION. 1-800··422-4133 BEFOR£ YOU DIG SiGNED . DATE __ ~[JJTt[nA\IT i"\ 1,-;VII' ! 8 1------i---- Mli~ . U '~ ~ll t-··· ~ ... 1----7--·--· I ~ ~ TOU. FREE c~----._·· -1--1 , ~✓, 1-aoo-422-4133--• ri 3 ;_/./ AT I.EI\ST nvo DAYS ----2 '" ...___ ~'I.!: YOU 0:3 , ' ' UNDERGROUND SERVICE Al.fRT or SOUTHERN CALIFORNIA . NO. !DATE . INDIE>I'. r.1AP SCALE: 1•~100• EXISTING 8" RW LINE CONSTIFIUCTION NOTES NO. OES!.>l1F1!0N -110::o:::;:CTIC t':I A TECl -(I) ----·- REMO\£ DUSTING TEMPORARY BLO\'/-OFF AND JOIN EXISTING. --·-Q!JANTI"iY"] - . . ·--·-·-·-·-·----·-·· ---.-----· 1 EA. ·-·--·~-.. ------· -~·-·"·----.--.... -• -·· @ FURNISH & INSTALL S" PVC, CL 150, C9QO \'/ATER LJNE. BEDDING PER i.R.W.D. SID. W-11. 424 LF. ·----·•·-·· @ CONSTRUCT UlRUST BLOCK PER I.R. W.D. sm. W-12. 1 LS. © CONSTRUCT DUCTILE !RON BEND AS REQ'O PER PLAN. (,;.. PER PLAN) 1 LS. -® FURNISH & !NSTALL FIRE HYDRANT PER I.R.W.D. SID. 1'1-6. 1 EA. @ I flJRN!SH & INSTALL 2" SER~CE PER I.R.W.D. sm. W-2. i EA. (J) f1JRNISH .le INSTAU. 2" REDUCED PRESSURE BACKFLOW ASS'Y PER 1.R.W.D. SlD. W-20. (PRiVATE). 1 EA. ® FURNISH & INSTALL 2" PVC, SCH. 40 \'/ATER LINE. BEDDING PER I.R.W.D. sm. W-11. (PRIVATE). 189 LF. ® ------ REMOVE & DISPOSE Of EXISTING RIP-RAP TO 5-FEET OF V/AlER LJNE (BOTH SIDES). 1 LS. nt::CLAl:.~:EO t'1ATER . I® FURNISH & INSTALL 3" TURBINE METER iN VAULT PER I.R.\'I.D. STD. NO. W-17. 1 EA i "@' FURNISH & INSTALL 8°X4' TAPPING SLEE\iE & 4• PUSH-ON X FLG TAPPING VALVE PER 1.R.W.D. SID. W-7. . 1 EA. .. @ REHO\!l: EXISTING VAL\£, RW lJNE. & 8L0\'/-0Ff. -----· @ i FURNISH & INSTALL SUND fl.ANGE. - Sr'.:t'R:fl ® ----- FURNISH & INSTALL 6" VCP SEWER UNE. BEDDING PER LR.W.0. SID, S-5. (PRIVATE) @ CORE DRILL EXISTING MANHOLE & CONNECT 5• VCP PER DETAIL 2 ON SHEET 2. @ F!JRIIISH & INSTALL 6" CLEANOUT PER I.R.W.D. sm. S-9. (PRIVATE) ® RECHANNE!. MANHOLE BAS£ @ CONSTRUCT MANHOLE PER I.R.W.D. SID. S-1, (PRIVATE) NOTE REGARDING IESTlf,1A TIED OUAJJTITIES THE ESTIMATES OU/\NTITIES />S SHOWN HEREON ARE PRCMOED FOR S.4TISFYING PlAN CHECK lNFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORl.l AN INDEPENDENT ESTIMATE OF .•.LL QUA"1lmES AND SHAU. USE SAME />S A BASIS FOR HIS BID(S) AND/OR CON1RACT{S). . ORANGE COUNTY FIRE AUTHOR!TY . 1 LS. 1 EA. 165 LF. 1 EA. 2 EA. 1 EA. 1 EA IRVINE RANCH WATER DISTRICT VICINITY ~.1AP NlS UN!VERSlTY OF CALIFORNIA I / IRIANE I SAN JOAQUIN HILLS \ TRANSPORTAl!ON CORRIDOR I ~ I \ 0',Si .. {iii, .. ..... . -.I; <;, IT \J;";f~ "'ei.°-1,;, ~ C)~I) \ V'p0t, ~'f' / ~c,'ll • I \\ ~Cl<'ll ;?~/ <i!J:; " ~ \ \ LIEG!END p,E!Bll?EVIA TIONS A F.H. " VALi/£ ---PROP. EASEMENT PROP. WATER LINE --EXIST. WA lER LINE DW Ff FH FLG INV J.R.W.D. MH POC PVC RW so ST. STA VCP DOMESTIC 1'/A T<.Jl FINISHED FLOO!l FlRE H'rllRANT fl.ANGE IN\IERT IR\1NE R,~NCH IVATIER DISTRICT MAN!lOLE POINT OF CONNECTION POLYVINYL CHLORIDE PIPE RECLAIMED \'IA 11:R STORM DRAIN STREET STATION VITRiflED ClA Y PIPE IE}{ISTiNG UNOERGROUl\lD STRUCTURES THE EXISTENCE AND LOCATION OF A~Y UNDERGROUND PIPES OR CONDUiTS SHOWN ON UlESE PIJ.NS ARE OBTAINED BY A SEARCH OF THE AVAiW!LE RECORDS. TO THE BEST OF OUR l<NO\'ILEDGE, THERE ARE NO f.)(JSTJNG UlllJTIES EXCEPT />S SHOWN ON THESE PLANS. THE COh'TRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER UNES NO[ OF flECORD OR NOT SHOWN ON THESE PL'-NS. IT SHALL BE THE CONTRACTOR'S RESPONSIB!UlY TO NOTIFY TliE OWNERS OF THE UTIUllES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRA.CTOR FURTHER ASSUMES ALL IJABILITY AND RESPONSIBILITY FOR THE UNDERGROUND um.ITT P!PES, CONDUITS OR SffiUCTIJRES SHOWN OR NOT Sc10WN ON THESE Pll<NS. THE CONTfll<CTOR SHAU LOCATE ALL lfTILITIES BEFORE CONSTRUCTION . DR.A \!IJING SHEIET !NDIE}t r SHEET 1 SHEET 2 TITLE SHEET WATER, RECLAIMED WA l t:.R & SEWER PLAN NOTICE TO CONTRACTOR FOR APPROVAL OF FIRE HYDRANT LOCATIONS ONLY. FOR APPROVAL OF WA1ER, RF CLAIMED WATER, PURSUANT TO .~SSEMBLY BILL 3019, NO EXCAVATION PERMIT IS AND SEWER FACILITIES. VALID UNLESS THE FOLLOWING IS PERFORMED. ' 1. UNDERGROUND SERVICE ALERT H,:,.S BEEN CONTACTED AND ---HAS PRO\i1DED INQUIRY I.D./1 APPROVED BY DAlE APPROVED BY DATE 2. T!iE UNDERSIGN AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D,# FROM UNDERGROUND SER\IICE Al£RT APPROVED BY SEPARATE !NSTRUMEfH --··--------·· (1-600-422--4133) AT LEAST TWO (2) WORKING DAYS DATED SUPERVISED BY DATE PRIOR TO 1)-;E COMMENCEMENT OF EXCAVATIO~l -··· - REVIEWED OY DATE SIGNED DATE - T PLANS PREPAf1ED BY: . .. ---------1 'Q'?-oHSS/o,y; \'llATER, RECLAir.~ED 1/'JATER 13, SEt'\IER MCE PROJECT NO. ---<Y~A .4l CEViL iyj~ ❖\'-'it -410 <"'-1-: mrub~ 1 Et<lGtNEERmG 1r!lPR o VEr!liE~rr PlA~JS 35,03 -·-/;:; ,c, ~~ ------..... ---;; Q: {'fl\~• LAND -- fl~ C-23971 ~ .,,\;;;-•'{1;;:,;/•Sl'~,--J _,, SUll\lEYll\lG I .. ·-I \~ Exp. 12-31-01 ... r :, '™™-' :e:az:wwz ARROYO PAR!{ ! I SHEET _! __ ,. !100 S. COAST HWY., #318 PH: 949-376-6407 ~~~ ----~----LAGUt:iEACH, CA 92651 FAX: 949-376~6417 I __ 2_ ·-----i -~Cl \f,____ 7..h~\-· ______ .. ___ -------OF • REViS!Ol\lS i RICHARD A. MOORE, RC£ 2.3971 DATE NEt'\/PORT BEACH, CA I i i l I I I I I ! I I • I I ' i ! I i I ' / ·' rn 'll JJ ~ ; ~ ,.__'l.g " ~ (~ s#l) ::; " ' " .. " ., "' . .. /:j a 0 ' • ·, N ' • " ,.; ' • I I I J_ "--·"' CL INTERSECTION - - --- _,, STA. l+oO:OOBAYS'WATt:R STA. 10!!+03.70 BISON A\/L rrr FLOW RE-CHANNEL EXISTING _/ MANHO!.£ BASE INVERT---' p~q PLAN 2 CONNECTION TO EXISTING l\!lANHOLE 2 N. T.S. / I I, 'I 1, J --"' 4 / / +-------------------------------1 .. (\ \ \ I \ ' / -\ ElilST. 48" SO , EXIST. 10" S .,,. -" / \ ' ' I i I ' ' ' I I ' . I / ' • I i I \\ ,\ \ PROP. 8" l'l, 35.03 /