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HomeMy WebLinkAbout26 - PH-1 - Attachment 6 - 4/21/2015ATTACHMENT 6 0 W o m y I� y [1nI]� II�I✓/j' M (\/�^��� [I�nll]� � V P \(\`L^v\�/\ \/\\^-+\�/\ (/�p�11 C � m y IL D °E to 0 y *A . i Newport 5Ivd. Fairview road �`� m� a. W y 22,5I Newp®rt 5®u I evard ®® v� ®eta Mega, California �2627 ANN: 41�=IIS=02 O GENERAL NOTE5 STORMWATER POLLUTION PREVENTION PROJECT SUMMERY SHEET INDEX VICINITY MAP I. CONOMCTILN SHALL BE IN CONFORMITY WITH THE LEANEST EDITIgN STORMWATER POLLUTION PREVENTION DEVICES AND FRALTILE6 SHALL SITE SUMMARY' ARCHITECTURAL: CF THE UNIFORM &IILDIWi CODE NBC) AND (CBC) AND ALL APPLICABLE BE INSTALLED ANO/OR INSTITVIFD AS NECESSARY TO ENSURE NORTH LOCAL COMES AND OROINMICEB. COMPLIANCE TO THE LIN OF COSTA MESA AATER WALITY STANDARDS BITE AREA 12(x00 SP T-I TITLE SHEET :- THE .5-CONTRACTOR SHALL VERIFY ALL DMENSION6 AND CONDITIONS CONTAINED IN CHAPTER S. WATER OF DI VISION 6 OF TITLE 6 OF THE CONVENIENCE STORE + 1,199 9F CE ST SP- SPECIFICATIONS W AT JOB SITE PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING RV AND SHALL REPORT ANY pISCFEPPNLIE910'bPIIHA CONTRACTORS' COSTA MESA MMILIPAL LODE AND ANY EROSION CONTROL PLAN A550VATED WITH THIS PROJECT. ALL `- H OEVILC9 AND PRALTILE5 SHALL BE CANOPIES . ]/OSB BF SP-2 SPEGIFIGATION$ W N DO NOT SCALE THE DRAWINGS IN ANYTIME. FAILURE OF &IB-CLNTRALTGR TO REPORT OI^LREPANCIES OR CONFLICTS MAINTAINED, INSPECTED ARDOR MONITORED TO ENSURE ADEWANLY PARKING REQUIRED 5P-5 5PEGIFIGATION5 $S TO THE ARCHITECT PRIOR TO COMMENCING (WORK ELI "VE THE SUB-CONTRACTOR'S RIGHT TO RECEIVE PAYMENT FOR ADDITIONAL IWPoC AND PROPER FUNCTION TNRONNNOIIT THE WRATION OF THE CAIKTPoILTION PROJECT. SALE'S AREA 6S0 5F a I/150 + 3 STALLS $T-1-I EXI5TIN9 517E PLAN 3- FAILURE W THE SUB-CONTRACTOR TO REVIEW AJD COMPLY WITH THE coMPL1ANLE To THE WATER OUPLItt STANDARDS AND ANY COLD T DRY STORAGE SCO E- a 1/10. • I STALL 5T-1 PROPOSED SITE PLAN o APRICABLE ARCHITECNRAI. AND STPoICTIRAL ,'£WIREMENT9 FRIDR i0 EROSION CONTROL PLAN A C ATEM WITH THI5 PRO.IELT INLLWEB, P IS NOT REQUITED• 4 9TPLL9 ,' a Ey F LCHHENCRG WORK SHALL WAIVE THE &1B- coNTRACTavb RGNT To LIMI2D TO THE FOLLOWIMS REONREMEMS: A-I FLOOR PLAN -ELEVATION 'PA RECEIVE A DITICNAL PAYMENT FOR ANY REM WZH THE SUB-CONTRACTOR &NWLD PARKING PROVIDED A-2 ELEVATIONS -SECTION a !J OBSERVED M LOMPLETAG THE GENERAL REQUIREMENTS P210R I- SEDIMENTS AND OhDR POLLUTANTS SHALL BE RETAURTE ON SITE IMTIL PAWING 5 STALLS l r TO OCATTENCING THE NOR, 4- ALL OIMENSILN6 ARE TO THE FACE W STUDS OR FACE OF CONCRETE PROPERTY DISPOSED OF, A!ID MAY NOT BE TRANSPORTED FROM "ALL FOR STALL FOR H/G . STALL A-S ROOF PLAN -REFLECTED GELAG PLAN OR CENTER OF WALL UNLESS OTHERAME NOTED. THE SITE VIA SHEET FLOW, SHALES, AREA DRAIN, NARRAL DR/J"E, PROVIDED- 6 STALLS AD-] DETAILS B- FRAMING CONTRACTOR SHALL CHROMATE WJTH CONCRETE CONTRACTOR cOLRESS IXy WINO AD-2 DETAILS TO VERIFY THE LOCATION OF ANCHOR BOLTS PRIOR TO CONCRETE WJRK 2- 5TOLKPILE6 OF EARTH AND OTHER CONSTRUCTION-RELATED LANDSCAPE PROVIDED: 16.5% 2,100 SF 6- FRAMING CONTRACTOR SHALL PROVIDE BALKING AND BLCGI'M FOR MATERIALS SHALL BE FROTELTED FROM BEING TRANSPORTED FROM AD-5 DETAILS FAIRVIEW RD. ALL PLLMBIN . LIGHTING, APPLIANCES AND ALL OTHER SUBS WHICH NEED THE BITE BY THE FORGES OF WIND MID WATER PLOW. ZONE: 62 BLCCKIIK6 TO PERFORM THEIR WCAI T- FRA m CONTRACTOR SHALL VERIFY THE LOCATION OF RECESSED S- WEB,, DILE SOLVENTS, AND OTHER TOXIC MATERIALS SMALL ME AD-4 DETAILS LIGHT AH PGS, ROOF VENTS, ETC. STORED IN AL.CRDANCE WITH THEIR L15TI`G ANO ARE INCT TO AD-5 DETAILS PROJECT SITE 0- THE SIID-CONTRACTOR SHALL FILLY PROTECT ALL ADJACENT CONTAMINATE THE COIL AND SURFACE WATERS. ALL APPROVED PROPERTIES BEFORE COMMENDING ANY WORC. STCRASE CONTAINERS ARE TO BE FRDTELTED FROM THE WEATHER GRADING B DRAINAGE S- EACH SUB-CONTRACTOR SHALL PROTECT FEDESTRAN'6 RIGHT OF WAY A6 SPILLS MIST BE CLEANED W IMMEDIATELY AND DISPOSED OF IN A REWIREM BY LOCAL CODE6. 19- EACH S'JB-CONTRACTOR SHALL CONSULT WITH REPRESENTATIVE PROPER MANNER 5PILL5 MAY NOT BE WASHED INTO TIL ORAIN6E G-I TOPO / SURVEY y ABBREVIATIONS OF CITY AMC UTILITY COMPANIES BETaRE coM'IENCING AD"I OR CONNECTING TO SYSTEM, NOR BE ALLOF FD TO SETTLE OR INFILTRATE IWO'WIL G-2 GRADING B DRAINAGE NOTES N 6 _ OR 6E-R PIPING, WIRING, ETC. AND REPORT ANY PROBLEMS TO THE 4- EXCESS OR NASTE CONCRETE MAY NOT BE IW51ED INTO THE G-5 &RADIN6 $ DRAINAGE PLAN C GENERAL CONTRACTOR PI WAY OR ANY DRIER ORANGE 5Y MM. FRMVISIONS SHALL BE II- OMB6ION OR CONFLICTS BETWEEN VARIOUS ELEMENTS CF THE DRAWINGS, NOTES AND DETAILS SHALL BE BROWHT TO THE ATTENTION LP THE MADE TO RETAIN CONCRETE NA5TE5 ON SITE UNTIL THEY LAN BE V Q ARCHITECT AND RESOLVED BEFORE PROCEEDING WITH T{E YtlRC DISPOSED OF AS SOCIO WA5TEB. V a Q- CONTRACTOR SHALL INSTALL TEMPORARY TOILET BEFORE START OF JOB. g TRFvyI AND fAli%iR,'LTION'OLIO W45TE5 9HN18E DEPOSITED A.G. ASPHALT CONCRETE &ALV. GALVANIZED CC d B- DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS DETAILED DRAWINGS TAKE PRECEDENCE OVER DRAWINGS. IMO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF L-I LAND$GAPING A/C AIR CONDITIONING &T,. &LASS f" 2 1a- TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL 16 BLOW1 RAINYATER AMC DIEPERSAL BY WIRD. AL. ALUMINIUM 6YP. GYPSUM Sr B- WRITTEN DIMENSION. NOT SCALED DIMEN91ON0 SHALL BE USED. b- SEDIMENTS AMID OTHER MATERIALS MAY NOT TRACKED FROM BRI. BROAD H.G. HOLLOW GORE o I6- WNBRE A DETAIL. TYPICAL DETAIL, SECTION TYPICAL SECTION, O2 A NOTE IS 6HOIW FOR ONE CONDITION, IT SHALL AL. APPLY FOR ALL LIKE OR STE . W THE SIT^ B V57 MST TRAFFIC TIE CONSTRUCTION ENR L BE ROAOHAY5 MST Be STABILIZED PS ro vEP051T5 SHALL BE BLDG. BUILDING H.M. HOLLOW METAL ei SIMILAR CONDITIONS WLE95 NOTED OTHEIR ISE SWEPT IF IMMEDIATELY AND MAY NOT BE WA51ED DOWN BY RAIN BLK6. BLOCKING PL. PLATE n- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPOYBIBILITY FOR JOB SITE CONDITIONS DURING COURSE CF CONSTRUCTION OR OTHER MEANS. BM. BEAM PLYWD. PLYWOOD `J S. LP THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. T' AW SLOPES WITH DIST.RBED SOILS OR REMOVED VEGETATION GLC. CEILING R.D. ROOF DRAIN 0 THIS RE ILIFEM NT SHALL APPLY CONTINWSLT AND NOT BE LIMITED TO 5HALL BE STABILIZED TO INHIBIT EROSION BY WIND AND WATER. GOR, CLEAR ~ O NORMAL IIpRCING HWMG, AND THE CONTRACTOR SHALL DEPEND, INDEMNIFY S- STORMWATER POLLUTION PREVENTION DEVICES ANO/Oft PitAOTICES REINF. RIENFORGE5, COL. COLUMN 6 b LEGAL DESGRPT ON AND HOLD THE O= AND THE ARCHITECT HARMLESS FROM ANT AND ALL LIABILITY, REAL OR ALLEGED, IN CCNNELTICN WITH THE FEROq'IANCE OF SHALL BE MODIFIED AS NEEDED A5 THE PROdST PR06RES5E5 D.F. DRNKNE FOUNTAIN RM. ROOM C WORD ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE TO ENSURE EPFECTIVENE55, DIA. DIAMETER S.G. 50LIP GORE IN THE CITY OF COSTA MESA, CW OF ORANGE, STATE OF CALIFORNIA. NEGLIGENCE OF THE OWER OR THE ARCHITECT. IB- AS AN A09OLUTE MINIMUM, ALL ELECTRICAL CONDUITS METALLED NAIDER THE SOH. SCHEDULE DN. DOWN SHY. SHEET CONCREtE SLAB SHALL BE SET AT A HMIMNNH DEPTH CP 36 INCHES BELOW THE FINISH FL�R ALL TELEPHONE CONDUITS LANCER THE CONCRETE SLAB PROJECT DIRECTORY THAT PORTION OF LOT S OF TRACT NO. 156 IN THE CITY OF COSTA MESA, CC111NFf OF EA. EACH SHTH G. SHEA7HIN6 SMALL BE SET A PIM PLY CF 241NC-Bb BELOW THE FINISH FLOOR ORANGE, STATE OF CALIFORNIA, AS SHONTI ON A MAP RECORDED IN BOOK 11, PAGE ALT ELEC. ELECTRICAL SIM. 51MILAR ELECTRICAL AND TELEPHONE CONDUITS CCCUR IN THE 6AME TRENCH OF MISLELLANEO5 MAPS, IN THIS OFFICE OF THE GOMTY RECORDER OF SAI. ORANGE ELEV. ELEVATION ,IP,.H THERE SHALL BE A MINIMHN OF 12 INCHES SEPARATION BETWEEN THEM QwNER+ LO)MY, DESCRIBED AS FOLLOAC. E0. EGEUAL SPEC, 5PEGIFIGATION IS- OBSERVATION VISITS TO THE PROJECT SITE BY THE ARCHITECT SHALL ACT BE CONSTRUED A6 ANY INSPECTION AB YEWIREP BY CODE. �T RQhIrn Qn, UOIOIT -I(J BEGINNING AT A POINT IN THE CENTERLINE OP FAIRVIEW RD. FORMERLY (SANTA ANA ROAD) 6000 FEET AIM, C157AW NORTH 001622^0' EAST 422.1I FEET FROM THE INTERSECTION STOR. 570RA 5E EXIST. EXISTING THF. THICKNESS 20- ALL MATTERS OF COLOR TEXTURES, DEBGN AND INTERPRETATION OF OF SAID CENTER LINE WITH THE NORTHWESTERLY LINE OF SOUTHERN PKIFIC RAILROAD R16M F.D. FLOOR DRAIN PLANS SMALL BE REFERRED By THE CONTRACTOR TO THE ARCHITECT. N.Aport Blvd. 4 FQIRV IOW OF WAY AS 5HOWN ON SAID MAP THENCE S TH B N ISISO' EAST 8000 F TO THE TELE FIN. FINISH TYP. TYPICAL COSI. M06Q, GA POINT OF BE61NNIMB FOR THIS DES'RIPTIONI THENCE PARALLEL WITH SAID LEMER.IN.E NORTH W/ WITH ONNER5HIP OF DOCUMENTS TEL: (949) 351-6469 OOK2230' EAST 121BI FEET: THENCE AT RIGHT ANGLE5 TO SAID CENTER LINE' TH 09N631BO" EAST FL. FLOOR WI' WOOD 1I FEET TO A POINT 1N A LIM PARALLEL HRH AND DISTANT NORTHWLSTERLr 2O5DO FEET, &A. 6UI DRAWINGS AND SPECIFICATIONS AS INSTRUHENT6 OF SERVICE ARE AND SHALL MEASURED AT RIGHT ANGLES FROM THAT CERTAIN S HEA5T LINE OF SAID LOT B SNCAN ON i K y REMAIN THE PROPERTY OF THE "OPTIMA CONTRACTORS' WHETHER THE ARCHITECTURAL, STRUCTURAL, POINT OF BEGINNINb. PROJECT FOR WHICH THEY ARE MADE IB EXECUTED OR NOT. THET ARE NOT SAID MAP AS HAVING A LEM57H OF 36059 PEST; THENCE ALONE SAID PARALLEL LINE TO BE USED 8Y THE OWNER ON OTHER FROJECT6 OR EXTENSIONS OR EL.Eii7RIC AL, MEfiHANIGAL 401 56'10' WEST MI 62 FEET; THENCE NORTH 69,,2rS, WEST 49.19 FEET TO THE TRE 3 ALTERATIONS TO THIS PROJECT EXCEPT' BY THE AGREEMENT IN WRITING AND EXCEPTIN6 THEREFROM A PORTION OF SAID LAND ANY AND ALL RI6M5 OF INGRESS OR 55RE55 WITH APFROFRIA'IE COMPENSATION TO THE ARCHITECT. OPTIMA GONTRAGTORS FROM SAID LAN. TO OR FROM THE FREEIWIY PROPOSED TO BE LONSTRULTFUJ UPON LANDS G VS t p ANY CLAM ARISING CUT OF OR RELATED TO THE ABOVE "AIA ARTICLE" 15 COLUMBIA _ LYAB SO NTH EASTERLY OF SAID LAND, PROVIDED, HOFNEVER, THAT SAID LAN. $W+LI. A&R UPON BE 9UMI TO ARBITRATION PRIOR TO ARBITRATION THE PARTIES SHALL ENDEAVOR TO RESOLVE DI FUM5 BY MEDIATION IN ACCORDANCE WITH THE Opp IRVINE, GA 926 2 i p AND HAVE ACCLS TO A FRPNTAbE ROAD WHICH WILL EE CONNECTED WITH SAID FREEWAY ONLY AT SUCH AS MAY BE ESTABLISHED BY LEI AUTHORITY, A5 RESERVE. IN THE DEEMS FROM THE O "AIA MANUAL'. TE_: (949) SOT-2914 I STATE OF 6ALIFORNIA REGORDEV _ANUARY 4, 1962 IN BOOK 999 OF OFFICIAL RECORDS AND (OaT T-1 EMAIL: 5(IIOMR®QEt.TIOE RECOR.ED APRIL 19, 1962 IN BOOK 6000, PAGE 9O6 OF OFPILIAL RUCCROS AN. RECOROED tl APRIL 19, 1962 IN BOOK 6000 PAGE OF OFFICIAL RECORDS. A FAIRVIEW RD. �.��E. a ➢ �,� fM9P4G.r8MT/RWILiI tF tNF� �r F'hi O PM1 IF ���1 Fig � �� 1111 EXITi XM EMD1G f/AG PRNG �F DIG 1 .EYR Li ¢ reFnaF� J ® LTJ —/ / A PNALT PA"N ms,¢WocWmr ��11 PAIM reirnEiean ♦ q\ '2a\ ♦ O \ O .%gym c.... ri "I.. M. 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STd L ipi4 9iALLe RpNCED G OidLLe La DSCAPE PROVIDED- 21351 2690 BF ZONE, c2 ---. \ hQ c rr pAi ` r s��fR Da~ � PRCPJ6ED G6iGRE s I 11 }69Drv-r, I dl 1EY WL&NW r �� au xlaun 9r. r � r 11Y 1� PROP05EP SITE PLAN NORTH SCALE. I" 40'-0" SITE 4 ARY: SSR • 13b2O S` IEI CE STG .ISN EB dI£d . 1ABB BF P4RKING RECNIRED s4e's.f 099 eF.V6O. 5sTIL9 COID DRi BTCRN.E 069 V I I/.0 . (yL TO AL 6141-0 R =a P ♦ 6iALIO PARCING PROVIDED 9iM'OPF9 9i41 = 6 9141-0 9i4L FCR N/C . STd L ipi4 9iALLe RpNCED G OidLLe La DSCAPE PROVIDED- 21351 2690 BF ZONE, c2 ---. IXI..YWII APN: 415-112-02 ST -1 R ,rP B M] SEESE xo STORM DRANAGE POLLUTION PREVENTION TR DIJLLBrMTO 4m 819 WXIBrev, DLID Are, warreD1-PAWaLAM, p I1 � IY.eE Bre TWa,9latE1ueaRR a a i oPIBRLcn W uasre n4reR1aL, GR W49iEYNreR C£NER4rEp CN GRbrtLC! W dIEB CR BT CQIBT0G11W ACiIVIilE9 &1aLL BE PL4CE0, CWvt'TED DR DIKA14pt® IMD ThI@ 9iRE¢i GJRER R81LR'IDR4M STSreR ®�'B®® NOTES ll " G I- uue9B anerawBE BXcux aI vRAwrr AL1. 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V' eTfME 111EtTP, PNIIPS to COLW Bn.RRTT1YpE FFCFltP $ £' OU VI'd.FARiBP, i � a MAIN (WEST) ELEVATION A-1 � IA II li I II ® P 1✓ � �La I 1 1 11 I �I i — V�/PY i II I Ii I CONVENT.___.. ..: ENCE STORE � •��'�P'''=`' fER�Bm,ICAR+L�r I I I I w 111 II/ Il 1P I �I I Il19 BOFi ON4YW�pTTw��P rr- r-- --�L 11;I SOLTN ELEVATION I NORT+4 ELEVATION ,mom wI�R� d �,I��r,1, s mm�TEEW ED' r Twmm. E A .-1 PfoST 7.9 5MTK ttF4'%' fiTP. &0.1iP. o' m. P1L MERCR WNI9 5'ttp. 0/[E0.1G KV510 ww M7 Nb W PAWWM 5A'IIKttF9W . .Wmmm .Wm CCLm LR DTP. m.. R�D 94iT NYYgtIM FLCF RATER M. fLWMY Dm 10 MWM TILE W W41E Molm 0.TWX.O 9EA Fwh RA'1LE ttR. 1 � .� R -U BAtt XLLAipll ,mom wI�R� d �,I��r,1, s mm�TEEW ED' r Twmm. E A .-1 PfoST 7.9 5MTK ttF4'%' fiTP. &0.1iP. 6A'iVKfr N- 6T R. ¢RD. P1L MERCR WNI9 0/[E0.1G KV510 ww M7 Nb W 5A'IIKttF9W . DTP. m.. R�D 94iT NYYgtIM AREA OWCE � CL}ICFEIE eLaD cx CGpACIED 0DLL SECTION I'A—Till V4` . I'-0` FA A'REE AT MVL R m w FLrueCp 816A1N�G EAST ELEVATION 4--b- (V EEM '-6'fE)BELMRR CIS 5 e'^ ® � dkd• STFI IEBE � _ _ _ �.Be ' To MATCH Ewa i � � _ � o � py aU LRff W E%ISTMGlS LAVCPI' A (A o STCHE TILE y� yr o iO MATCH MM E BIBiNG UigPI' '/� � 1 fAY PANTY! v+ m w 6 d4d'fE191EEL IL'EE IIYPJ �iu' V `oU w e 4s o CANOPIES SECTION "AA" I� v c e Z 4 �E0 a vl \ PARTIAL EXISTINr5 CANOPIES W ®_O SCALE: V4' = 1'-0" f aI� W CJJlCPY fASCIA4 V W PERSTM AR 16PAINT L yy F y to 16 GA9 9TATIG OKH X W rc Q U i z ; O 0 s T '_ dxd' STEEL TE IN BMW fN UsTYw U TOMTCHELCGTOMTCBG. d o I I I I biONE TILE 50CNE TILE I I TOIMTCH BLO'G 70 MATCH eLCG. I I CANOPIES ELEVATION "All CANOPIES ELEVATION "E3'I 6GALE: IH' . 1'.0" BCALE: V4' . I'.0" fL 2y B i v ooh 0 A-4 TYPICAL CANOPIES SECTION 'IAA" B ALE: IH" .I'-0" LnaR AE CANOPIES ELEVATION "AI' SCALE: V4" . 1'-0" I I CSM T II II I I I / V� A \1 I MODIFY EXISTING; CANOPIES OC V, 1/4" . I'-0' CANOPIES ELEVATION °B° B E. V4" . I'-0" W. N CO) d /P O t Q J V W 1- oy co X W -------------------------- I I I I � S I �p�pIAE S I --' // pkp'BftEL TBE IiTPJ � � E CANOPIES ELEVATION "AI' SCALE: V4" . 1'-0" I I CSM T II II I I I / V� A \1 I MODIFY EXISTING; CANOPIES OC V, 1/4" . I'-0' CANOPIES ELEVATION °B° B E. V4" . I'-0" W. N CO) d /P O t Q J V W 1- oy co X W LONG. LW WALL 0• THICK LONG BLAO i f B Oi 19 CONGO PAVINb CON.. CAP THICK CMN WALL XCO FMIBH MATCH ILDING COLOR TOOLED EDGE I" DIA. P.Vs. PIPE WEEP HOLE - 6'-m° O AC, OR CONC PAVING GRACE \� WHITE III =111=1 MICAL =1 ELNE LINED TYP EQUAL TO COLOR �L- 5%92 50. IN THE // 0 I� 590] FEPERA. STANDARD Ill m OPTION; PAINT LINED WHITE LT 11111 1� • BA CKG. NOTE: NOTE : �ePnce SEE SITE PLAN FOR LOCATION 0IMEMBICN6 SHALL BE IN ACCORDANCE W/ETATE HANDICAP REGULATICNW NOTE LEE SITE PLAN FOR L0CATILN9.: ONAWIT ISO. TRASH ENCL. PLAN m• 1 TRASH ENCL. SECTION —T -3H. 1'-m° 13 CONCRETE CURB Irz^ ° 1'-0° 9 INTERN. HANDICAP SIGN 5 TYP 3/4°. r -m• PARKING STRIPING 1/B" ° 1'-0" I 1-L C I C: I/a1r-o• W 2-11 ADHZIN O ANCHORS T PA ANGLE OT PRECAST CON L. CAP EOJAL EQUAL 0 -„,-,,, -^�"'^ y CONTRACTOR SHALL HORIZ CANE ROUT T b. SI C%TQ10 INTO EXTRUDED CONCRETE CONTACT GOVERMENT 22 GA GA.V AT EMERIOR FACE FOOTING < PILL YVLONL CURB BET -M EPDXT AGENCY TO OBTAIN REQUIRE TOOLED ECCE COFfdKaA O STT. G1RCM CO. PATTERN PAMT TO MATCCOLO 10 h /' _ \ + 1y -- 4'Y14' LTF HINbE B/IB PILLOT MELD P1L APdJAbI FOND FEC DIV. OF OR SPEC. STA2 9” I" CF CALIF. RQiB YEIN.°LEB IAT �„ YNB SWT• COMPILATION IN T SHALL COMPLETE SIGN TEXT. GRADE PJIILDING COLO ________ ________�__ 0 TE 31:]y.I/4 MB01tNKQ FNCM08 BR LWEK ry,11=7 MAFLECTO: .. CMI WALL NIM M y AG PAVIWa � BEEO EptLLY TCRIZED P41M AG HAVING — � •6 STIccM FINISH I \ II ��11���L / :p E MtMdBtM04 KKd10 cApow W1Y K T9YRO I:1Yitl AT OR FO OR POROEL4IN ON METAL — BIJTf HRGE I uUW •_ti �_JIII � c 0LM = BWKM- WKK CHITS — _ - - 5 § MK® YI tl DE E LE WHITE LETTERS ONABLUE "y J y Irz' - L NA RDI T®W®Mi EQUAL TO T r , - `-'-' MIN EBR BIM.LEO MY -S RtlBLttEO AT S Mo INC.No. S. Mo. ero. sss CUPS EEYONL VERY CANE TACK MSLD y- 6A 6ALV 60RRWIAMV BTL An III RmwI imam M BY MPTIq.': BOLT m MSIDE FACE CLCRO OO. PATRRN -9 WRW �bBTl1 �1-pIWO SIIBSTI IITE COMMERCIAL cos€ Wu m =111-111-1�—� -III=III=TTI=111—W—W—�I m I1I Wy yy{-III=� SIGN OOMPLYMG WITH 24 CAC, SECTION 2.1103 ]•_m• COLOR J COORS TRASH ENCLOSURES G•TEE. _I I1=1I I-111=1I =iT�—Tr—r_I A CH V BUROING C 5HA1L MATCH W BALDING COLOR I. GATE 19 ALL NOTES - Irz° DIA GALV STEEL POST IN FOMT PRIMO ALL EIS OONE'IRI,'LTION. GM.^OTH, 0 W POST? POST To MATCH CH 9. RAW, 9. PRIME AND PhINT I. +'-0° LONG AT SMILE EPAOE. •R EASE BASE BWLDINi COLOR 2. 6'-0" LCtYa AT DOUBLE SPACE. F8, - QATE AT TRASH ENCLO. v+°' 1'-m" I8 TRASH ENCLOSURE E/4• • r -m•' 14 CONC. WHEEL STOP Im 1HANDICAFFED ENTRY SIC. Irz• = r -o'• Im ° r -m• 6 CONC CURB 8 CUTTER w•' • r -m" 2 /- TE 3#x3/16 TACK WELD 22 GA $ALV CORN'ATED GTL CURRO CO. PATTER)'.' NOTES: I. GATE IS ALL WELDED CONSTRICTION. 2. GRMD ALL YELPS SMODTH, 3. FRIME AND PAINT, PAINTED METAL SIGN AT PAPoCMG SPACE PER TITLE 24 SECTION 2-T02(.J WITH WHITE INTERNATIONAL ,TTM STOL LF ACOESSIBILITT ON BLUE BACKGROMD. I IQ" DIA GALV STEEL POST IN CONCRETE FOOTING PAW POST TO MATCH EASE BNILDMi COLOR NOTE- SIGH MAY BE MOUNTED B FACE IB WALL OTT WITH BLTT AT 3'-0° ABOVE FINISH G¢ADE. CONC APRON O - BEE TRASH ENCLOSURE I 3^ • I' -m^-- 19 15 II HANDICAPPED STALL SICs 1 uz" • I• -m" _._ I I PLUSH CONIC. AT PAVING I 1x••1' -m" 3 FFFFE I PAVRG 12 I CONC; WALK AT CURB I I Ix• ° I' -m" I S B' -m• 5.0n F_0. COIL WAIX G�OV H/C RA°tP��-- CON. G RO BEYOND �A4 PAVING SLOPE 1°n nPK � .. _ _ _ __ _. iiI AD-2 4 PAIWM ROAD PLANTING LI=GsND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. REMARKS "29-95 IPUANA TIPU TIPU TREE 24" BOX 5 STANDARDS IUPANIOPSIS CARROTWOOD EXISTING PROTECT IN PLACE NACARDIOIDES IGUIDAMBAR AMERICAN adAIII UM EXISTING PROTECT IN PLACE TYRACIFLUA PLANTING LEGEND 5Y,7O06 BOTAN CAL NAME COMMON NAME 6= Q$y $E}] S BC@wu® OeP v.¢mNPPP m¢¢TNA F.mPm. N.,.aF Wwma ® �a�woiow .rswl. ¢cu n t.m•ea ® Nmlm>�—WLxuumpp eau P a m ea YN>@ :wcueAoxw ecP.cH... ¢eu a T. l l NORTH LANDSCAPE PLAN SCALE: I"•10'-0° 12 2'-0" O.C. 53 3'•0" O.C. 14 4'-0" O.C. 192 1'-6" O.G. 61 3'-0" O.C. 3 REMOVE FROM STAKE. ATTACH TO WALL PLANTING NOTES A. CONTRACTOR IS TO REVIEW PLANE, VERIFY BITE CONDITIONS AND PLANT GUANTITIE6 PRIOR TO IN&TALLATION, CONFLICTS BRTLEEN THE 61TE AND THEM PLANS OR WITHIN THREE PLANE SMALL BE 5RDU6HT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRRBRNTATIVE PRIOR TO LANDSCAPR INSTALLATION. ANY DEVIATION FROM THE PLANS OR EPROIPICATIONS I$ TO HAVE WRITTEN APPROVAL B. ALL TREES &TALL HAVE A MINIMUM IV:' CALIPER AT A POINT 6 INCURS ABOVE ROOT BALL. ALL OTHER MEASUREMENTS SUCH A$ NWIBER OF CANES, BALL 0150, GJALITY DESIGNATIONS, RTO. SHALL BE IN AOCOROANOE WITH THE LATEST EDITION OF "HORTICULAVRAL STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. INC." G LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACPiWT BY CONTRACTOR PRIOR TO I, • ALLATICN. D. PLANT NG DETAILS FOR PLANTING AND 6TA'KING AND NG REGUIRSM NTS. R. FERTILIZER FOR ALL CRCUND COVER AREAS SHALL BE AS SPECIFIED WITHIN THE SPECIPICATIONO, F. THE LANDSCAPE CONTRACTOR &HALL MAINTAIN ALL PLANTED ARRAS BY MEAN$ OF CONTINUOUS WATERING, PRUNING, RA101N6 TREE BALLS WHICH SETTLE BELOW ONE THAT THE PLANTS ARE HEALTHY AND 10 READY TO BE TAKEN OVER BY ANOTHER MAINTENANCE COMPANY P APPLICABLE G. REFER TO SPEOIPICATIONB FOR STANDAROS OF MATERIALS AND LLORKMAN&11P H. PIN104 GRACE TO BE I" BELOW TOP OP CURB OR WALK FOR TURF AREAS, 2" FOR GROUND COVER AREA$. I. CONTRACTOR TO INCLUDE IN HIS BID THE REPAIR OP ANY AND ALL DAMAGE RE%ULTINUi FROM INSTALLATION OF UTILITIES. REPAIR TO INCLUDE ALL DAMAGED IRRIGATION AND PLANTIN6 ITEMS CONNECT TO MWSTUNG CONDITIONS J. ALL TREED WITHIN T OF HARD6GAPE ELEMENTS, SUCH AS CURB&, W4L0, EUILDINGB OR WALKS, SHALL Bfi PROVI08D WITH DEEP ROOT BARRIER CONTROL DEVICES OR EGJAL. K. ALL PLANTING AND IRRIGATION ON THIS PROJECT SHALL ADHERE TO CITY OF COSTA MESA LANDSCAPE BTAVDARDO. L. ALL SMRU 4FICUINDCOVRR AREAS SHALL RECEIVE Y MINIMUM MULCH COVER, L-2 SHRUBS O* GARDENIA JASMINOIDES GARDENIA 5 GAL 'KLEIM'S HARDY' ® PHORMIUM TENAX FLAX 5 GAL 'MAORI CUEEN' PITTOSPORUM TOBIRA TOSIRA 5 GAL 'VARIEGATA' O HEMEROCALLIS HYSRIDA DAYLILY I GAL 'PARDON ME" ® RHAPHIOLEPIS INDICA INDIAN HAWTHORN 5 GAL 'CLARA' VINES PARTHENOCISSUS BOSTON IVY 6 GAL TRICUSPIDATA PLANTING LEGEND 5Y,7O06 BOTAN CAL NAME COMMON NAME 6= Q$y $E}] S BC@wu® OeP v.¢mNPPP m¢¢TNA F.mPm. N.,.aF Wwma ® �a�woiow .rswl. ¢cu n t.m•ea ® Nmlm>�—WLxuumpp eau P a m ea YN>@ :wcueAoxw ecP.cH... ¢eu a T. l l NORTH LANDSCAPE PLAN SCALE: I"•10'-0° 12 2'-0" O.C. 53 3'•0" O.C. 14 4'-0" O.C. 192 1'-6" O.G. 61 3'-0" O.C. 3 REMOVE FROM STAKE. ATTACH TO WALL PLANTING NOTES A. CONTRACTOR IS TO REVIEW PLANE, VERIFY BITE CONDITIONS AND PLANT GUANTITIE6 PRIOR TO IN&TALLATION, CONFLICTS BRTLEEN THE 61TE AND THEM PLANS OR WITHIN THREE PLANE SMALL BE 5RDU6HT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRRBRNTATIVE PRIOR TO LANDSCAPR INSTALLATION. ANY DEVIATION FROM THE PLANS OR EPROIPICATIONS I$ TO HAVE WRITTEN APPROVAL B. ALL TREES &TALL HAVE A MINIMUM IV:' CALIPER AT A POINT 6 INCURS ABOVE ROOT BALL. ALL OTHER MEASUREMENTS SUCH A$ NWIBER OF CANES, BALL 0150, GJALITY DESIGNATIONS, RTO. SHALL BE IN AOCOROANOE WITH THE LATEST EDITION OF "HORTICULAVRAL STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. INC." G LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACPiWT BY CONTRACTOR PRIOR TO I, • ALLATICN. D. PLANT NG DETAILS FOR PLANTING AND 6TA'KING AND NG REGUIRSM NTS. R. FERTILIZER FOR ALL CRCUND COVER AREAS SHALL BE AS SPECIFIED WITHIN THE SPECIPICATIONO, F. 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