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N a m m Z m 0(A O N N n 0 O~ s' r W W A A W C m 3x Z 0 v m ❑❑❑ 0 N N O m = m CO CD C: CD 0 Z 700- F124 _ pO Jin G7 o °� d —z� Wz N 0 N N3 -. m C, C7 y D N m � c m cn O Ati 3b 4S .i 011, -01 4 � SAN", II�E�j�r�' f !y ys `Vyficy y i, Y 1V �1Wj R k h y p f 4 � SAN", y ry Y 1V f Lv f �� 3 GR&A7 THINGS TO Comm mmummm=- .. ¢v nv- at .. 'I JOHN WAYNE AIRPORT �pa Y h C� h CITY OF COSTA MESA UPP ha EF 1 .5 uM s qy NE OR CE PACOC OCEAN OPROJECT LOCATION VICINITY MAP GENERAL NOTES INI PRECISE GRADING & EROSION CONTROL PLANS A FOR s 4 NEWPORT HILLS SHOPPING CENTER - BANK OF AMERICA """` 2600 SAN MIGUEL DRIVE INIVER9TY PROJECT LOCATION. /-SNE LOCATION MAP NEWPORT BEACH, CA 92660 I. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN ME PUBLIC RIGHT-OF-WAYNTILITY EASEMENT. 2. ALL WORK SHALL CONFORM TO CHAPTER 15 OF ME NEWPORT BEACH MUNICIPAL CODE (NBMC), ME PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF ME PERMIT. 3. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 4. SANITARY FACWTES SHALL BE MAINTAINED ON ME SIZE DURING ME CONSTRUCTOR PERIOD. 5. WORK HOURS ARE LIMITED FROM T:OG AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 5:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF ME NBMC. 6. NOISE, EXCAVATION, DEUMRY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF ME NBMC. Z. ME STAMPED SET OF APPROVED PLANS SHALL BE ON ME MR SRE AT ALL TIMES. 8. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 9. APPROVED SHORING, DRAINAGE PROVISIONS AND PRORWVE MEASURES MUST BE USED i0 PROTECT ADJOINING PROPERTIES DURING WE GRADING OPERATION. 10, CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WIN WE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL 11. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY ME CITY MACHO ENGINEER AND PROCEDURES SHALL CONFORM WIN CHAPTER 15 OF THE NEAR. 12. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 13, FAILURE TO REQUEST INSPECTONS AND/OR HAVE REMOVABLE EROSION CONTROL DEMCES ON -Siff AT ME APPROPRIATE TIMES SHALL RESULT IN A 'STOP WORK' ORDER. 14, ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WIN GLUM JOINTS.. 15. NO PAINT, PLASTER, CEMENT, SOIL. MORTAR OR OVER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM ME SIZE. EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEMCES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONMOL MEASURES SHALL BE IN PLACE AT ME END OF EACH WORKING DAY WHENEVER ME FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING ME REMAINDER OF ME YEAR, THEY SHALL BE IN PEACE AT ME ENO OF THE WORKING DAY, WHENEVER ME DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. TEMPORARY DEBITING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE CURATOR OF ME PROJECT. REQUIRED INSPECTIONS 1. A PRE -GRADING MEETING SHALL BE SCHEDULED 4S HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIML ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR WEIR REPRESENTATIVES. REQUIRED RED INSPECTIONS WILL BE OUTLINED AT ME MEETNG. 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF ME SUB -GRADE PREPARATION FOR ME PAVING WITH ME FOLLOWING PEOPLE PRESENT: OWNER. PAVING CONTRACTORS, DESIGN CAL ENGINEER, SOILS ENGINEER. CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT ME MEETING. GRADING FILLS/CUTS 1. GRACED SLOPES SHALL BE NO STEEPER NAN 2 HORIZONTAL i0 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO ME FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTIR LEST METHOD 1552. AND APPROVED BY ME SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO ME OVERALL COMPACTON EFFORT APPLIED TO ME FULL AREAS. 4, AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY ME SOILS ENGINEER PRIOR TO PLACING OF ME FILL 5. HILLS STALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. T. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. VE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO ME PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO ME PLACEMENT OF HILL IN EACH RESPECTIVE CANYON, 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN ME FIELD FOR ONE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY ME SOILS ENGINEER. THE BUILDING DIVISION MAY REQUIRE CORING OF CONCRETE RAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. ME STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY ME BUILDING DIVISION. 12, LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WN CHAPTER 15 OF ME NEMC. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOM DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTAL GEOLOGICAL HAZARDS, ME ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO ME BUILDING OMSION FOR APPROVAL 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY WE ENGINEERING GEOLOGIST AND SOILS ENGINEER, WE SOILS ENGINEER WALL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM ME BUILDING DIVISION PRIOR TO CONSTRUCTION. 15. ME ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST ME CONSTRUCTOR OF ALL BUTTRESS PLUS AND ATTEST TO WE STABILITY OF WE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE ME ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTUREO OR FAULTED AND WALL READILY TRANSMIT WATER. IF CONSDERED NECESSARY BY ME ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. IZ. ME ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTONS DURING GRADING. 18. FORMATION OF NONCOMPLIANCE: IF, IN ME COURSE OF NLRLLING WEIR RESPONSIBILITY, WE CIVIL ENGINEER, ME SOILS ENGINEER, ME ENGINEERING GEOLOGIST OR ME TESTING AGENCY FINDS MAT ME WORK IS NOT BEING CONE IN CONFORMANCE WIN WE APPROVED GRADING PUNS, ME DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO ME PERSON IN CHARGE OF ME GRADING WORK AND i0 THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. DOCUMENTATION 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY WE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATORS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT ME WORK WAS DONE IN ACCORDANCE WIN ME FINAL APPROVED GRADING PLAN AND STATE ME NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATORS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OVER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANCES MADE DURING GRADING AND THEIR EFFECT ON ME RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATOR REPORT. HE SHALL PROVIDE W17EN APPROVAL AS TO ME ADEQUACY OF NE SIZE FOR THE INTENDED USE AND COMPIETDN OF WORK IN ACCORDANCE WN ME JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY ME ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF WE GEOLOGY OF WE SIZE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND ME EFFECT OF SAME ON RECOMMENOATONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO WE ADEQUACY OF ME SIZE FOR ME INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. EMERGENCY TELEPHONE NUMBERS NOTES: I. ISSUANCE OF A BUILDING PERMIT BY WE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPUCANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST WE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN ME CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM ME PUBLIC WORKS DEPARTMENT 3. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OCTOBER BEFORE STARTING GRADING, FOR ANY MONUMENTS ANN WE LIMITS OF PERMIT/WORC 4. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTNRES WITHIN ME PUBLIC RIGHT-OF-WAY/UTMtt EASEMENT 5. THE LANE PROCEDURES PER NEED GUIDEUNE C.02 - IDENTIFICATION OF FIRE LANES, MUST BE FOLLOWED. 6. FINAL APPROVAL IS SUBJECT TO ACTUAL FIELD ACCEPTANCE TESTING UTILIZING PRE DEPARTMENT APPARATUS. BASIS OF BEARINGS WE BEARING OF N8717'56'E ALONG ME CENTERLINE OF PORT RAMSEY PUCE AS PER PARCEL MAP PMB 119 PG 49 WAS TAKEN AS ME BASIS OF BEARINGS FOR MI5 GRADING PLAN. PROJECT BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED LOCALLY UPON A CHISELED "X' ON TOP OF CATCH BASIN IN PARKING LOT. SURVEY ELEVATION - 86JOD SITE AREA: ME AREA OF WORK FOR ME SUBJECT PROPERTY IS AS FOLLOWS: AREA = G.0666 ACRES (2,900 SO. FT.) NOTICE TO CONTRACTOR ME CONTRACTOR SHALL ASCERTAIN ME TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE TERRY P. AN - R C.E. 68466 URBAN RESOURCE 23 MAUCHLY, SUITE 110 IRVINE. CA 92618 (949)222-9095 PROJECT LOCATION LOCATION MAP NOT TO SCALE EARTHWORK QUANTITIES EARTHWORK QUANTITIES CUT 2 CY FILL 2 CY SHEETINDEX SHEET DAY SOUTHERN CALIFORNIA GAS COMPANY600 624-119 SOUTHERN CALIFORNIA EDISON COMPANY 100 611-1911 AT&T TELEPHONE COMPANY800 332-1321 CITY OF NEWPORT BEACH UTUMS DIVISION 949 644-3011 GRANGE COUNTY SANITATION DISTRICT 219 962-2411 TME WARNER CABLE 214 542-6222 COX COMMUNICATIONS 949 220-2020 NOTES: I. ISSUANCE OF A BUILDING PERMIT BY WE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPUCANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST WE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN ME CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM ME PUBLIC WORKS DEPARTMENT 3. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OCTOBER BEFORE STARTING GRADING, FOR ANY MONUMENTS ANN WE LIMITS OF PERMIT/WORC 4. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTNRES WITHIN ME PUBLIC RIGHT-OF-WAY/UTMtt EASEMENT 5. THE LANE PROCEDURES PER NEED GUIDEUNE C.02 - IDENTIFICATION OF FIRE LANES, MUST BE FOLLOWED. 6. FINAL APPROVAL IS SUBJECT TO ACTUAL FIELD ACCEPTANCE TESTING UTILIZING PRE DEPARTMENT APPARATUS. BASIS OF BEARINGS WE BEARING OF N8717'56'E ALONG ME CENTERLINE OF PORT RAMSEY PUCE AS PER PARCEL MAP PMB 119 PG 49 WAS TAKEN AS ME BASIS OF BEARINGS FOR MI5 GRADING PLAN. PROJECT BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED LOCALLY UPON A CHISELED "X' ON TOP OF CATCH BASIN IN PARKING LOT. SURVEY ELEVATION - 86JOD SITE AREA: ME AREA OF WORK FOR ME SUBJECT PROPERTY IS AS FOLLOWS: AREA = G.0666 ACRES (2,900 SO. FT.) NOTICE TO CONTRACTOR ME CONTRACTOR SHALL ASCERTAIN ME TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE TERRY P. AN - R C.E. 68466 URBAN RESOURCE 23 MAUCHLY, SUITE 110 IRVINE. CA 92618 (949)222-9095 PROJECT LOCATION LOCATION MAP NOT TO SCALE EARTHWORK QUANTITIES EARTHWORK QUANTITIES CUT 2 CY FILL 2 CY SHEETINDEX SHEET NUMBER TRE SHEET C-1 DETAILS, PARKING NOTES AND WANTITIES C-2 DEMOUTON PLAN C-3 PRECISE GRADING PLAN C-4 EROSION CONTROL PLAN C-5 LANDSCAPE IMPROVEMENT DETAILS C-1 LANDSCAPE PLANTING DETAILS C-2 PLAN PREPARED FOR IRVINE COMPANY RETAIL PROPERTIES TIO INNOVATION IRVINE. CA92612 0491220-2000 PLW PPEPMFD 8I: ONwX N: wi[ URBAN RESOURCE WpQFFsspA, un /n/x1e TITLE SHEET a e CALL TOLL FREE �` •�� ' �' °`°°''m IT: °"" NEWPORT HILLS SHOPPING CENTER Ue N,nvzale 800-227-2600 ' `""""'"°'° NOAS � BEFORE YOU OIG * unsp6p9 * cxLCI®Ix: nae NEWPORT BEACH, CALIFORNIA $ w ue w/npole CITY OF NEWPORTBEACH 9 BUILDING DIVISION OF] N0. OAff gEM510NS fNGR WIPRIA Wff TERRY P. AU RUCHE No. 66465 DAM 19- REMOVE EXISTING CONCRETE SIDEWALK. 1,257 SO. 7.. �- SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. 437 SQ FT ®- GAMUT AC PAVEMENT V OUTSIDE LIMITS ON PROPOSED 142 SO. Fr. CURB/GUTTER OR EXISTING CURB/GUTTER TO BE REMOVED 124 SO. R. AND REMOVE EXISTING AC PAVEMENT. 50 LF. ®- EXISTING STRIPING TO BE REMOVED BY AS GRIND AND Oel¢dAbie Weminge OVERLAY. SEE PRECISE CRACKS PLAN. 1 LUMP SUM O - REMOVE EXISTING CURB ACCESS RAMP, 41 I.S. ID- REMOVE EXISTING TRUNCATED OOMES/DEIECTABLE WARNING. 25 SQ. R. 0 - REMOVE EXISTING SIGN, POST k FOOTING. 33 S0. FE. 10- EXISTING CONCRETE WHEEL STOP. REMOVE AND STORE IN 1 U SAFE LOCATION. TE BE RE-INSTAIIED AFTER AC GRIND 1 U AND OVERLAY. SEE PRECISE GRADING PUN. PER CITY OF NEWPORT BEACH STANDARD DRAWNG STD -%D -I- AND PEP V --NJ "u Lou AD PAVEMENT 0.125' MIMMUM AND OVERLAY WIN NEW AS PAMNC TO RNISH SIRFAIE MAIMS PER PUN AND PER GEOIEOHICAL 1,257 SO. 7.. RECCWAPNATWS Q2 - CONSTRUCT ps/2ms FLUL DEPTi ASPHALT CONOREIE OVER NATIN£ COMPACTED TO 9R AND 136 SQ. 7. FEN O:OTEC1NICA1 RECOMMENDATIONS Q3 - CONSTRUCT MODIFIED CURB TYPE A (P.DC. CURB AND GUTTER) PER CITY OF Mach te, 20D5 NEWPORT BEACH STANDARD DRAWNG STD -102-L MODIFIED CUTTER WDTHS 50 LF. TO MATCH EXISTING CONDITIONS Oel¢dAbie Weminge '044- CONSTRUCT WHO TYPE B (P.00. CURB) PER GUY OP NEWPORT BEACH Revised: May 11, 2010 STANDARD DRAWNG Sm -182-L So- INSTALL 41 I.S. APPROVED DETECTABLE WARNING SURFACE PER CITY OF NEWPORT BEACH SID -181-L AND PER MHEND GIPeR HINT DrIVIIE 1- 24 SC FT w vrr rvN UN SN EI c-2 SEE SHEET NSTALLRACCSIBLEADDITIONAL N07S SEE SHEET C-5 FOR ©- ARRANTY RAND WSIGNAGE IDENTIFICATION SIGN PER DETAIL LEFT HEREON ..L CURB; ps/2ms ElfedWC Dab PARKING STALL WN PAVEMENTIAMARKINGS PER 2016 CBC 1113-502 SEE I EA Mach te, 20D5 `B PUIIIIes ga CDC 113313.0.8 SHEET C-2 FOR ACCESSIBLE PARKING STANDARDS. Oel¢dAbie Weminge 'CBC 11273/51 Revised: May 11, 2010 Q- PAINT PARKING STRIPE PER CITY OF NEWPORT BEACH STANDARD DRAWNG STD -605 -L-A k 18 LF. CITY OF NEWPORT BEACH 0565-2019 THE SIGN MUST BE Z4 PERMANENBLUE OF 3'-0" APART STD -505 -L -B. QB -INSTALL 4' P.CG. SIDEWA1K OMRLAREA ON CENTER ape` PER CITY OF NEWPORT BEACH STANDARD DRAWNG STD -%D -I- AND PEP 272 SD FT ` 3p6"X<5 LANDSCAPE ARCHITECT DETAIL ON SHEET C-8, O -INSTALL CURB ACCESS RAMP PER 2015 CBC 1113-405. - CONSTRUCT 7q SQ R. 9.00 yr16• 6' CONCRETE CURB RB PER GEOTECHNICAL ENGINEER'S 5 BOTTOM OF THE SIGN -T PANT 11 - OMACCESSIBLE 3.00' PARKING SPACE MUSTACCESSIBLE HAVE AN ADDITIONAL PATH OF TRAVEI, USE SAME COLOR AND SIZE STRIPE AS USED AT I LUMP :TUM NO IGHT MINIMUM FINEIYVAN-ACCESSBLE' E i25G• BELOW THE LD SIGN ACCESSIBILITY SIGN ACCESSIBLE PARKING STALLS. ENSURE THAT PATH OF TRAVEL DOES PAVEMENT MARKING WITH INTERNATIONAL ACCESSIBILITY PAVEMENT MARKING WN NOT EXCEED R IN DIRECTION OF TRAVEL AND DOES NOT EXCEED 2% CROSS A INTERNATONAL ACCESSIBILITY • SIGN CENTERED AT BACKGROUND A MIN. 36' % R SYMBOL 'NO PARKING' SLOPE. -INSTALL INTERIOR END OF PARKING 36' PARKING WHITE BACKGROUND PAVEMENT A MIN. 36" X 36 - SPACE SPACE SPACE FDR PERSONS WITH DISABILITIES MUST HANDRAILS ON 6"X7' WALK ADJACENT CURB PER LANDSCAPE 69 LF. • S0. IN. MIN. SIGN AREA BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY 12" HIGH LETTERS ON ACCE SS ARCHITECT DETAIL. SEE SHEET C-6 FOR DETAIL, COLOR AND FINISH PER AISLE. SPACE, CONSISTING OF THE INTERNATIONAL SYMBOL OF DETAIL -INSTALL PARKING WHEEL STOP PER 2015 CBC II8-502, PER i®— 1 U LIGHT BOLLARD FOOTING PER PERMIT. REFER TO ELECTRICAL 7 CA ENGINEER'S PUNS AND DETAIL ON SHEET C-8. NOTE: F—INSTALL DEEPENED FOOTING ON HANDRAIL CURB PER LANDSCAPE DETAIL ON SHEET C-6. ADDITIONAL FOOTNG DEPTH PER PLAN 1® -CONSTRUCT 16 LF CONTRACTOR TO PROVIDE A DETECTABLE DETEI 4• FCC. SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWNG SO. FT. WARNING PRODUCT SAMPLE TO THE SID -180-L.280 BUILDIING INSPECTOR FOR APPROVAL OF COLOR TO I—BSD'-1 I EXISTING ENTRY MONUMENT SIGN CALL TOLL FREE (a 1-800-227-2600 BEFORE YOU DIG TECIURAF aa.saem..se W mAMBM mvmaria Iae�a�E"�.,�u"o�u LrteFec`NW ED BE 9 euN N uHFSa jNM,,FeCl:lHas WMMnN6AAEIHINLI+Is TCURAI FPm"ZoM:faL ASw'AWLEg6' msl seLxoss I4.+-+ Garr, Cllu of Newport Beach• BNIVIIno Department ' BUILDING CODE POLICY IDENTIFICATION SIGN PER DETAIL LEFT HEREON ..L CURB; ps/2ms ElfedWC Dab Bub eat Poli Na Mach te, 20D5 `B PUIIIIes ga CDC 113313.0.8 RAVteed:Odoember8, 2000 Oel¢dAbie Weminge 'CBC 11273/51 Revised: May 11, 2010 CBC 1121B,3.1(8$a) Celsoma 11I Code Been. 11338.8.6. IMRSH) and 1121B.3.1(BHeb ell MquM We lee of 81.1amppmvmtl debatable Worming pmdoas. The Sale of Celffomle Is M The amcess of demeaning a podded evaluation process. In the Haim, the SIMB accepts a RvaYssr waamly from Na manufseWrer of The dobsciable warning pmtluct(son AMeched buffal Tim Cay of Nowpod Beech Build, Depedemal amerces Stale disabled meads reguWllD fapdvatepmpedy. When lmqul natlakclablonihotptsrMs. U,a they of08A fBud. ANAWNIildsals eal.mh toBudP ned 111d1 magin.Uror the Division of Stale AohiaN III ented!san antl pmdued romdo o he Issued, for tdetestableCity f N preduc h le Will --81111 A end fame O year is on t leaved, The Gty a NI m Beemh will f thiel t ble Min (5) year Molded wortmMy pmNdad by the manufecWrer of tlatecable worming Padueda end tltrablbnel audem. Womanly shell Intlicatm comPlimnes wllh amhh(cWal sleMeNs as published In Me arrant etllllon of Ne California Building Standards Coda, and dao Inedude durability otlWdm which Indlcaa net the shops, Bohr hemmed, donPomallon, GGGnCemcsne epuato quaky, resYlanes, and etlachmantwfll not cogretle d9nslcantlyfor at seed mre(6)yesm Afar Insist lnetasmden. Not Eegmde ogNganardy+' means thel the Modud maintains At Waa 9D Moment of sed epprevetl deelgn chareaedatWm, metleWnlned by Ma enforcing agency. Asp, of the podool wsmetdyshall be Banned onto the dulwings. Deadl of the huneled domes sHlla to CBC Fles. 11 RHMA Is rtIMI on the plans. ThB City Of N -I Besal also accepts Managed domes to a equam 0" pattern Bad D6APoIicy IR 1184 and DSA cMI dWgmm I.M.Machstlh Attachment Jey Elbetta. Building Dimdar IDENTIFICATION SIGN PER DETAIL LEFT HEREON ..L IDENTIFICATION SIGN PER DETAIL LEFT HEREON ..L CURB; ps/2ms RAO CORNERS T RADI)MIN. N PORCELAIN STEB `B BEADED TEXT OR EQUIV. mm®n Ice Mrz s/n/a1e p DIAGONAL C. _ POST -MOUNTED SIGNS REFLECTOSTRIPES A MAX, CITY OF NEWPORT BEACH 0565-2019 THE SIGN MUST BE Z4 PERMANENBLUE OF 3'-0" APART OMRLAREA ON CENTER AND, WHEN IN A PAIR ` OF TRAVEL, IT MUST BE— E POSTED AT A HEIGHT OF 9.00' 9.00 PARKING ONL WHITE 80" MIN. FROM THE MIN. MIN. s BOTTOM OF THE SIGN TO THE FINISHED GRADE. VAN gCCESSIBIE VAN -ACCESSIBLE SIGNSMINIMUM RI2 325C EACH VAN -ACCESSIBLE ADDITIONAL SIGN 3.00' PARKING SPACE MUSTACCESSIBLE HAVE AN ADDITIONAL SIGN OR ADDITIONAL SPACES: LANGUAGE THAT STATES ffi NO IGHT MINIMUM FINEIYVAN-ACCESSBLE' E i25G• BELOW THE LD SIGN ACCESSIBILITY SIGN PARKINGPLACED PAVEMENT MARKING WITH INTERNATIONAL ACCESSIBILITY PAVEMENT MARKING WN FINISHED GRADE AT SIGN NOTES: SYMBOL WHITE ON A BLUE A INTERNATONAL ACCESSIBILITY • SIGN CENTERED AT BACKGROUND A MIN. 36' % R SYMBOL 'NO PARKING' IN WHILE ON A BLUE INTERIOR END OF PARKING 36' PARKING WHITE BACKGROUND PAVEMENT A MIN. 36" X 36 - SPACE SPACE SPACE FDR PERSONS WITH DISABILITIES MUST MgRKINC IN MIN. • S0. IN. MIN. SIGN AREA BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY 12" HIGH LETTERS ON ACCE SS • POSTED AWACENT TO AND VISIBLE FROM EACH STALL OR SIGN PERMANENT ENT AISLE. SPACE, CONSISTING OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY; A PROFILE VIEW OF A WHEELCHAIR WITH GIN OCCUPPM IN WHITE ON DARK BLUE BACKGROUND. A. ACCESS AISLE: 5'-O' MIN. WIDTH AT TYPICAL STALL. B' -D• MIN. WIDTH AT VAN ACCESSIBLE STALL. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH DIAGONAL STRIPES A MAX. OF 311 ON CENTER IN A COLOR CONTRASTING WIN NOTE: THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. ALL SPECIFICATIONS SHOWN HEREON ARE BASED ON THE 2016 C.B.C., B. WHEEL STOP REQUIRED IF WALK IS ONLY THE MIN. 4' WIDE (UP TO 6. 11U. NOT REQUIRED FOR WALKS 6' WIDE OR CHAPTER 11B REQUIREMENTS. PLEASE REFER TO SAID DOCUMENT FOR GREATER. FURTHER INFORMATION. C. STRIPING: STRIPES TO BE PAINTED A COLOR COMRAUING WITH PARKING SURFACE PREFERABLY BLUE OR WHITE. IDENTIFICATION 819M REQUIREMENTS PAVEWNTIMRKING REQUIREMENTS ACCESSIBLE PARKING STANDARDS URBAN HlsouRCE a tv miD,d D3-13-19 P. AN R.C.E. No. 60466 PATE w_. ps/2ms DETAILS, PARKING NOTES AND QUANTITIES NEWPORT HILLS SHOPPING CENTER NEWPORT BEACH, CALIFORNIA poem err w wrz nv:cls nRWS0NS%:UiERRt mm®n Ice Mrz s/n/a1e CITY OF NEWPORT BEACH 0565-2019 BUILDING DIVISION SHEET C-2 OF 7 I SCALE: 1" = 5' 1 1 1 92898 92 8DES � I 1 i(D L=2.96' k JOIN \II \-�� ,T47 x c,, r - .47 92 94FL JOIN / 11 l EXISTING ENTRY MONUMENT SIGN k I k ` 1 III 1 k lI 'Ammm k l 1 III 1 11 / m®m k\ I III k Il I n \k III 11 z ii I * (z.ex1 11 111, 11 q$/ / gat \ I 11 I r I I FS EG 1 II 1 / / JOIN I 11 1 LIMITS OF PERMIT/WORK /I (O I \ 1 11 1 �k Il $) f 9314 FS JOIN \ 1111 , (93.3JOIN II III of II % l3°n- 2 III 1 93.45fs II 1111 II 4 L=17.15' \ -m It I I I 2 b Z (BUSY) 11 I /DSI 71s _. C C-JOICIT X11 11 O 111 . N�•( i 83.6 4.1 1X11 1 2F5 1,2ll •� 915 1, X X11 Y fE5]6 A�26.: 11 III 95 65F6 I 96. f 1 11 `"GF_5.61F6 X 8 TCI II v'. 95 66F5/Gfi I XII 95 LI 8 . TO 1, 8 •95]5F3/GB-II T LIMITS OF PERMN/WORK I XVII O. O CF .O.25$9T 9 T •, 95] FST 564 (0 11 II .6CF _ �S 95.57 (95,6611 "` I L-516 1 1�0 Z TC II X1111' jJ598 .;..1 p556F5 FS III•eI444'1111 o GB 'll p11 Lam-- [ I9<ED r 1 X11 1 4:195 0 (1 I I v II 1 95 7 I11" 94 z 1, X16. W2/h 1 In (95.90._x -FF__._.. OF PERMN/WORK I I N �A % m t k PAVEMENT LEGEND I ;.I CONCRETE PAVEMENT DGRIND EXISTING AC PAVEMENT 0:115' MINIMUM AND OVERLAY FULL DEPTH AC PAVEMENT 111, NII % 1` V.. 9lW fiB S 2 T lI / cB '. ii k 11 II g6 v 1 I sa. Fs IT I 1111 FS 11 B% l \k\ lI l 11 II 4 I L 89 --9.4 4 ^�� / / 1 k\ / / 11 JOINFL kms$ / 5% MAX SLOPE m LEGEND BC BEGINNING OFAD ASPHALT CONCRETE NEDGE PRECISE GRADING CONSTRUCTION NOTES OF GUTTER ORINO D(STNG AC PAVEMENT 0.125' MINIMUM AND OMDSAY MATH NEW AC PAMNG TO RNISH SURFACE ELNATONS PER PLAN AND PER CEOTEC NIGL DRAIN BASIN RECOMMENDATION& CONSTRUCT FULL DEPTH ASPHALT CONCEDE CAN NAIW COAPACIED TO 95% AND ®6UGU7TER PER GEOTECHNICAL RECOMMENDATIONS CONSTRUCT MODIFIED CURB TYPE A F.C.C. CURB AND GUTTER) PER CITY OF GUTTER FLOWLIN TO MATCH EXISTING CONDITIONS. ®-CONSTRUCT CURB TYPE B (P.C.C. CURB) PER CITY OF NEWPORT BEACH BOWLINE STANDARD DRAWNG STD -182-L 05 -INSTALL APPROVED DETECTABLE WARNING SURFACE PER CITY OF NEWPORT I 1111 III I I BEACH SID -161-L AND PER BUILDING DEPARTMENT REQUIREMENTS. T� 5% MAX SLOPE C-2 FOR ADDITIONAL NOTES. SEE SHEET C-6 FOR MANUFACTURES WARRANTY ALL CURBS PER URBSPECIFIEDHEIGHTS TCITY O NOTE TO O T REACH NEWPORT BEACH STANDARD. ACTUAL CURB HEIGHTS S 5% MAX. G ` f p �0 r'"Fi A �+ •G� \�\� •J O] -PANT PARKING STRIPE PER CITY OF NEWPORT BEACH STANDARD DRAWNG } 1ID-805-L-A & SID -805-L-6. INSTALL 4" P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STANDARD alE 6.33% MAX SLOPE ER PLA PER PLAN PER PLA RECOMMENDATIONS. 11 - PAINT ACCESSIBLE PATH OF TRAVEI. USE SAME COLOR AND SIZE STRIPE AS TPeuc�nnu Peru TPeuannu ux Ut SECTION a -n PAVEMENT LEGEND I ;.I CONCRETE PAVEMENT DGRIND EXISTING AC PAVEMENT 0:115' MINIMUM AND OVERLAY FULL DEPTH AC PAVEMENT 111, NII % 1` V.. 9lW fiB S 2 T lI / cB '. ii k 11 II g6 v 1 I sa. Fs IT I 1111 FS 11 B% l \k\ lI l 11 II 4 I L 89 --9.4 4 ^�� / / 1 k\ / / 11 JOINFL kms$ / ACCESSIBLE PATH OF TRAVEL ACROSS GUTTER LEGEND BC BEGINNING OFAD ASPHALT CONCRETE II 11 2 I i PRECISE GRADING CONSTRUCTION NOTES ORINO D(STNG AC PAVEMENT 0.125' MINIMUM AND OMDSAY MATH NEW AC PAMNG TO RNISH SURFACE ELNATONS PER PLAN AND PER CEOTEC NIGL DRAIN BASIN RECOMMENDATION& CONSTRUCT FULL DEPTH ASPHALT CONCEDE CAN NAIW COAPACIED TO 95% AND 1 ES I I I LIMITS DF PERMIi/WORK I 11 I II II 1 ,I 1 I I I 1111 , I 1 II II I I, 11 I I PER GEOTECHNICAL RECOMMENDATIONS CONSTRUCT MODIFIED CURB TYPE A F.C.C. CURB AND GUTTER) PER CITY OF NEWPORT BEACH STANDARD DRAWING STI -182-L MODIFIED GUTTER WOLFS TO MATCH EXISTING CONDITIONS. ®-CONSTRUCT CURB TYPE B (P.C.C. CURB) PER CITY OF NEWPORT BEACH EC EG EDGE OF GUTTER EXIST. EXISTING B FLOW LINE FS FINISHED SURFACE OB GRADE BREAK HP HIGH POINT LP LOW POINT MOI MIDDLE OF CURVE ROD POINT OF CURCIE PRC POINT OF REVERSE COMPOUND CURVE ETOP OF CURB (x.xx) Exlsnrvc ELEVATION X.%X% SLOPE STANDARD DRAWNG STD -182-L 05 -INSTALL APPROVED DETECTABLE WARNING SURFACE PER CITY OF NEWPORT I 1111 III I I BEACH SID -161-L AND PER BUILDING DEPARTMENT REQUIREMENTS. T� DETECTABLE WARNING SURFACE SHALL BE WAUSAU TLE, INC. ADA TRUNCATED DOME WARNING TAOISTS2 AS SHOWN ON SHEET C-SEESHEET C-2 FOR ADDITIONAL NOTES. SEE SHEET C-6 FOR MANUFACTURES WARRANTY ALL CURBS PER URBSPECIFIEDHEIGHTS TCITY O NOTE TO O T REACH NEWPORT BEACH STANDARD. ACTUAL CURB HEIGHTS S ©-INSTALL ACCESSIBLE PARKING STALL WITH PAVEMENT MARKINGS AND SIGNAGE G ` f p �0 r'"Fi PER 2016 DEC 11B-502. SEE SHEET C-2 FOR ACCESSIBLE PARKING �+ •G� \�\� •J O] -PANT PARKING STRIPE PER CITY OF NEWPORT BEACH STANDARD DRAWNG } 1ID-805-L-A & SID -805-L-6. INSTALL 4" P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STANDARD alE DRAWING SID -180-L AND PEP LANDSCAPE ARCHITECT DETAIL ON SHEET C-6. Q -INSTALL CURB ACCESS RAMP PER 2016 CBC 118-405. WILL WLL VAgY AT E%ISTNG CURB JOINS ELEVATIONS PER PLAN. Q�— CONSTRUCT 6" CONCRETE CURB PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 11 - PAINT ACCESSIBLE PATH OF TRAVEI. USE SAME COLOR AND SIZE STRIPE AS URBAN RESOURCE "' oN=`ga F. 9 n„o,a TERRY P. AU R.C.E. No. 6BN66 03 IpAlE USED AT ACCESSIBLE PARKING STALLS. ENSURE THAT PATH OF TRAVEL DOES ux Ut NOT EXCEED 5% IN DIRECTION OF TRAVEL AND DOES NOT EXCEED 2% CROSS SLOPE. �-INSTALL HANDRAILS ON 6"%]" WALK ADJACENT CURB PER LANDSCAPE ARCHITECT DETAIL. SEE SHEET C-6 FOR DETAIL COLOR AND FINISH PER ILIA w/n/vole DETAIL. INSTALL PARKING WHEEL STOP PER 2016 CBC 118-502. 1®- LIGHT BOLLARD COOING PER SEPARATE PERMIT. REFER TO ELECTRICAL mTE /I]/.,8 ENGINEER'S PLANS AND DETAIL ON SHEET C-6. �,-� 0 -INSTALL DEEPENED FOOTING ON HANDRAIL CURB PER LANDSCAPE DETAIL ON SHEET C-6. ADDITIONAL FOOTING DEPTH PER PLAN PAVEMENT LEGEND I ;.I CONCRETE PAVEMENT DGRIND EXISTING AC PAVEMENT 0:115' MINIMUM AND OVERLAY FULL DEPTH AC PAVEMENT 111, NII % 1` V.. 9lW fiB S 2 T lI / cB '. ii k 11 II g6 v 1 I sa. Fs IT I 1111 FS 11 B% l \k\ lI l 11 II 4 I L 89 --9.4 4 ^�� / / 1 k\ / / 11 JOINFL kms$ / l 9 JOIN i l / LEGEND BC BEGINNING OFAD ASPHALT CONCRETE II 11 2 I i DRAIN BASIN 1 ES I I I LIMITS DF PERMIi/WORK I 11 I II II 1 ,I 1 I I I 1111 , I 1 II II I I, 11 I I k \ / / /�k/ I // / /I OFF / // / / / // // I BASE / / / lI I 4TC I I l l lI l I I l /I / % / lI lI l l lI EC EG EDGE OF GUTTER EXIST. EXISTING B FLOW LINE FS FINISHED SURFACE OB GRADE BREAK HP HIGH POINT LP LOW POINT MOI MIDDLE OF CURVE ROD POINT OF CURCIE PRC POINT OF REVERSE COMPOUND CURVE ETOP OF CURB (x.xx) Exlsnrvc ELEVATION X.%X% SLOPE I 1111 III I I l I I I I l 11 l l lI / I l I l I ALL CURBS PER URBSPECIFIEDHEIGHTS TCITY O NOTE TO O T REACH NEWPORT BEACH STANDARD. ACTUAL CURB HEIGHTS S PLW v6bYR0 Bf. LlYWN alE WILL WLL VAgY AT E%ISTNG CURB JOINS ELEVATIONS PER PLAN. e CALL TOLL FREE —800-227-2600 BEFORE YOU DIG URBAN RESOURCE "' oN=`ga F. 9 n„o,a TERRY P. AU R.C.E. No. 6BN66 03 IpAlE elwTEssso k4�e Y s6H6e _� EW.9/b/19 t �Op Gv"gyp ux Ut o/n/xle PRECISE GRADING PLAN NEWPORT HILLS SHOPPING CENTER NEWPORT BEACH, CALIFORNIA olslwTU M: ILIA w/n/vole mLam W: LR mTE /I]/.,8 CITY OF NEWPORT BEACH BUILDING DIVISION "C4 N0. MITE REWSIONS ENCR APPRW WTE BASIN 1 GO Z G) m r 0 m EROSION CONTROL NOTES ®—INSTALL GRAVEL BAG BERM (MINIMUM 2 BAG NIGH) PER CAUFORNIASTORMWATE EIDST MANAGEMENT QUAEMENT ASSOCIATION (CASOA) CONSTRUCTION BEST MANAGEMENT PRACTICE FOR CONSTRUCTION - SECTION 3 EROSION AND SEDIMENT CONTROL BMP NSE-6 CATCH BA9N INLET PROTECTION PER DETAIL HEREON. ®-INSTALL CONCRETE WASHOUT AREA PER CALIFORNIA S70RMWAMR DUALITY ASSOCIATION (CASOA) STORMWATiR REST MANAGEMENT SEDIMENT FOR LFIN9WUCTON - SECTION B EROSION AND SEDIMENT CONWOL OMP XWCTON 1 LIMITS OF 273' OF PERMIT/WORK b 86 5#AC / CATCH BASIN 2 CATCH _I� INSTALL CURB S I X Ivv �}O SILT PROTECTION sroreM DRAIN /i/ PIPE "/ EROSION BAGS CATCH BASIN BERM DETAIL INDEX MAP 1" = loo' URBAN RESOURCE Lw lila/sole EROSION CONTROL PLAN CALL roLL FREE (QD l.UA,GPA°°"NEWPORT HILLS SHOPPING CENTER 1-800-227—'2600w¢ NEWPORTBEACH, CALIFORNIA BEFORE YOU DIG ua w/CITY OF NEWPORT BEACH XXXX-2019 03 -13 -le NO. BATE RNSIONS ENGR APPROV DATE TEARY P. All RLE. No. 68488 MT[ BUILDING DIVISION SHEET D -j OF 7 EROSION EROSION BAGS SECRON IrA EROSION CONTROL INDEX MAP 1" = loo' URBAN RESOURCE Lw lila/sole EROSION CONTROL PLAN CALL roLL FREE (QD l.UA,GPA°°"NEWPORT HILLS SHOPPING CENTER 1-800-227—'2600w¢ NEWPORTBEACH, CALIFORNIA BEFORE YOU DIG ua w/CITY OF NEWPORT BEACH XXXX-2019 03 -13 -le NO. BATE RNSIONS ENGR APPROV DATE TEARY P. All RLE. No. 68488 MT[ BUILDING DIVISION SHEET D -j OF 7 D1-112"40, TUBULAR METAL RAIL, PAINTED Q EMBED POSTS IN CONCRETE AT TIME OF CURB IMEE Iry 'BRONZE METALLIC SYSTEM" By SOUTHERN CONSTRUCTION, DO NOT CORE INTO Or UMT Bo IARv ORENT LIGxrim4AREs OWAUSAU. PAINTING TO MATCH REST OF CENTER. CONCRETETO SET POSTS, nDJAcexr PEDlasrRlaN RAMP. rOPGF wauvuEM 112;' MITER CUT CORNER AT END POSTS II$'p NATURAL GRAY CONCRETE CHEEK CURB, LANEPNL. aErEAEm E¢cralcuvwdANOP 1'J1 1-1IPO.D. TUBULAR METAL POSTS. LIGHT ACID ETCH FINISH. MAINTAIN HEIGHT sPEcs. EQ. EQ. O CONSISTENT ABOVE ADJACENT NAME. TOOL OMUNTING HARENNARELED MANUFACTURFA WAUSA U TILE, INC. INTERMEDIATECING AS REQUIRED, SHALL 6 INSTALLED ALL EDGES WITH IIT' RAO, INSTALL TOOLED / f ROVIOEDNANDwARE. 1NSTALLPEA WARNINCPAVER WARRANTYSTATEMENT AT E0. SPACING AS REQUIRED, 6'-0' O.C. MAX. MAxuFAcnREx'ssPEmeuTlDNs. 1131 JOINTS AT S'O.C. MAX, q 2 Q LaNauTE PAD, COLOR AND FINISH TO MATCH 15{, PAj tl k4 URBAN Q 6" O. C. EACH WAY. MAIM AIN 2" ADIACENTLONLREMSERe. PROvlpek• 5 Dem: Moreh 8, 2619 �1 CLEAR FROM ALL EDGES. 3 RADms ALouvauepcFs Projeel Name: NexpaAHMShopping Ceamr-RnnkeFAmmioe A AS Aron LONMER CURE ATEA! IIQj ib 'Iii.. hII COMPACTED SUBGRADE. O nP'EEFEv ProjeNAddreee: 2600 San Miguel Drive ] AUPuns CItyISMte/ZIP: NewPorlHncM1. Ca.93GW DE 4 I@4 ADJACENT RAMP PER PLAN. REFER TO CIVIL 5e OS AVJAMxicox6aeTERAMP, aEFFAnwarvs. III© MUFACIED SEB.G RADE PFA CINL PLANS. III (; ExcmEERIRGPuxs Wausau Tile, Inc., Tr rants Its ADA -2 "north, Truncated Dome WarningPavers for a P jgi1 FINISH SURFACE OF ADJACENT PAVING . a III— 7 ALCALENTFlNISHGRADEIPLANnNGARFw perlatl of3 yeen a9mmmeing from date aM1lppingDmmplelt Waawu Tileint xamnM I w 1 z III _III I5 "' 0 m@e PmpeetyO BAR.ner)ahnvq Tb alesta(NCLUD rG AULL naaadp11, III..; T ilp FINISH GRADE III— — © REINioacEMENr PER EI[cTRICALENGINEUS 61nMd beRN agalnbt manufnclarera deR[If (mCLDDINC ALL TERMS ON TIfE Puxs REVERSE HEREOF). Wausau Tile, Inc. will mmanuramn Wooden Paten mhlcM1 fall to OPROMmEELETATELL CWTILLr,CI SAL' PER meet the followings—Coed by poor xorlwmvhlP in mmuraaarloB: Weu,vu ADA -2 B MWUFACrURENSSPECIFIIGOONS. Detectable Wamin Pavers tp be eons Ilan) nun the Stott of Calmar, DIou,seen, of IIZ4 ], ,j NOTES 1� EACH F FROM OND NO 3PQcTE EDGE.1OWEts: Si use Arvond In the 201e l(orart lRll&d.of ll the aandedus Rbars'bMNersda Havdmda Sedan 1 6 EACxrQ. DONE EPAr UGEOFCOxCTTE@ tad Include inthe2012(arcurrent)clition ofs,essided,eguDNng 5mndanli Cods, m swIM:1�-ra F.REASE,fgRE AFTERAwroACJACENi sad Includes durvbWty crilerie that sh pe, color hstceae, eonRrmNiav, muodrov<me Secfion•PDsf Embed Section 1. POUR FOOTINGDEAGAINSTSOIL REO y CaURFAIL PA3TAwaeA6E. Scale: 3l4"=1' -D" ALL WELDS SHALL PER SOILET WELD. © ecousHa queeryy reaWevm evtl aHeeM1mmt will votdelt adeelgm@av8y. Srale:3l4"=1'-0" / IIAUD1uo Arquay. 2. ALL WELDS SHA LLB BE FILLETOTH. L PEROMALIA L AROUND. GRIND ALL WELDS SMOOTH. ENcwrPA Wausau TEs, III oWausau over pookof Tofthia MUENO are Ensuedmthe DwnNDa orlTEN PontIof the THE DESC Pateta. TITHER ACE NO WARRANTIES WHICH SAINT METAL SHALL BE METALLIZED, PRIMED, AND p ( EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. Na mananty steins q EQ. SPACING ttP. a Ep. SPACING ttP. q PAINTED.MATfE FINISH. J 5'-p'MAX 51-01, MAX odd be accepted unions all bills are paid In full to Wausau'19t lot 7 3" LEVEL W ✓�E'1')l WAUSAU TILL INC. - G� pI 13"LEVEL 2 Rig 5 al "ogIIlI 7 rcofl 3 I NAucx JwWRL Won.n T ilet. BDivisio n SoieRep rceNlmlive WauemTilelic. 9 gl 3 'j xmEs 3. �I 01 RAN, I, REFERRIELECTRILALENGINEEIYSPIANS �I $.Is 1=M! FOR FOOTING SIMPLY REWFpRLEMFNT, 16" QI �I 2.RMERMEIVILFNGINEER9 PW15FORTOP OF FOOiINOELEVARONS. 5 "I 4 3^ LIGHT BOLLARD DETAIL EnlcxnosoLwm P6Ins1am• SCALE I••1'a >Is.89Jtam51@4sm 9 1?C1 Ea RYdWrytRfNSSS5.l6i1 NWryRtlleppl4Ts5Wi1$ - I.' a.�.M., xswwmaumemR•annWmeLmR Efevalf 5 1 - SCaIB: L4"=1' -D^ 10 1 Ir. 2 1 va• {{I corvwETEPAvIxc T $1 LAUDEIUsro0LE0J01M 12'WOE. DETx SHVLLEOVPII/drHILYJlE56DF5LAE ®1Iv I4 UEe4WLUFJOAN CEPTHSHOLL W EAINITTICnNE550F61AS • • a IY1 TOMORRAWLIRTDMPTANADJACEM WALK ADJACENT HANDRAIL AND CURB DETAIL D -Hand SCALE: X4-=14 - cODUNG.CNJOIRTS SCALE:314"=1'-0" 019'WIDEFOANEWTUnU5Rc sFALANTarvu LLFANSUCAS4NOTOMAICTEENSEETE. 4 1 P 3 REFER TO SPECIFlDDION55HEET FOR AnortloequxrORMATION Contraction Joint O AWACExivERACAL SITE ELEMENT v '' Tooled Contraction JOlnL Sawcut s=rs BUILDING WALL, EQ ___ srcle'a=rn• xa. } -�-`r Z MAETLHISPERA. NGPERGEOLECHNOILAL REPORT CLE ( I )TI Igi 1B'LONGSMOOTHROUNDEOWELOROTIER ' REINFORCING PER GELEMSHNICN-REPORT $ECl'onas. 2N11'. 6 IN'- I OI NATUMLGRAYCONLRETEPANNGWIIN NIGHTACOFINIFELCOULIMAN AUIU6ATALL Isolation Joint FYQSEU EDGFSCONIINVOU3. 6ob:3=1'-0' OY]RESARMIN AT IE•OCE W.ATCEMM NOTES DF POUR. OR AS REQUIRED BY 1. SEEM TO DOES AND SPECIFICATIONS GFNECXNICAI REPORT. HOLD T CLEAR OF 6HEEi FORADDITIONALINPOTMATUM ALL EDGES. 1 6 4 1]I Z MEER TO CON SIRUCTmN DIEDFOR JOINT OJOINTS PER CONCRETE JOINTS' METAL AN. LOCATIONS. OLONSTRUCTIONPIAN. 3.00. TRACTID J01Nr55HN1BEM6TALLEE ., FINISHGRMEOFPIANTINGARFABELOW PERPIAN,ATAMAXIMUMOFCU•v.0DR PEs, GE01ECXNICAL REPORT. .OR SURFACE CCONTRALTORSHLLLMARRALLPROPOSED (DAGuECTED TERSTU pEPERGECTELHNICAL SAWCUT JOINTS ON PREPARED CONCRETE REPORT. ry g SUB AND FAR APPROVAL FROM LANDSCAPE 1111 EEI I ARCHREL rA0R1QuGTALIATON. FWTINGEIMENSION6AND REINFORCING ➢ PERs1flUCNMLENGINEER SWXERFSTA PLOVE SORT BE INS, Construction ilOn JOlnt COUSTRULTI0NJ01 ANDA BE INSTALLED 0 6,ak: T=1'ff gNOSHALLNOi EXCEEDB'P IN WIDM. OPMca1 SCPLE:I=1'd• PPrvJOFb ECALEI+IU' •�' CONCRETE WALK DETAIL e PIPN PR6YRo M A. Sr: mR �? URBAN RESOURCE pgprfssl w 3/O/LOTH LANDSCAPE DETAILS 8 DETECTABLE WARNING WARRANTY :BEFORE LL TOLL FREE y9 r q°kY11 ANSImsD% MR '"- -0-227-2600 C e �� mpylEla NEWPORT HILLS SHOPPING CENTER _" YOU DIG ewe � cxEaaLo m: Isis o EV.v/3D/1G a NEWPORT BEACH, CALIFORNIA W ",/IDLE so N0. 0.4H RED, O3-q-19 •SOP uuad t CITY OF NEWPORT BEACH x.>=-2019 ENGR APPRW DAR HRRf P. AU R.0 E. No. 66x66 DATE __ BUILDING DIVISION m=v r.R�� .v I 1 11 II x ANP FAGGING gXE 0 pOMMAN '1 RPE^STNO IINSIRUN PHIL DW @ M4RMxDM Dl0 i6 FpSN o (1 ) 1 k ttN AOJACMT AND USING (E D. ) S NECE4PPY 1 XII II 11 1 / (62)NEW YW M RAUGH., US OAU I g 1 III-. tl 1 0�1. 1 xll u - 1 I11 •d 1 II I11 ;. I 1 XII •. 1 I Pw EwsNVG IIIESSMA. DR sCAF 3E TO ATCB Ensnrvcx( Iz ocl _J SE 11 �l LI XI��„ I1. II 11 XII x I 1 II I 1 11 11 I + II it 111 - I k l�l \xvk IS PIP m x .ST.. INMLL ....aN'UME JnIN' 1 X6(S DAL O 2A-O.C)AS NECESSARY \A, 'f I SE II . II ii i RP uF m uemx ADw"EDSI1i a I lI l l (i TYPICAL SHRUB PLANTING — REPLACEMENT LANDSCAPE PLAN x l Ilk /1 k l l AO !/ / l !j IxRu NO (15 A lA6 W S') AS NE' D Ewsnxo rys wl o so- o.c) As xscsss.wr t SECIIOT SV a I•°1' SHRUB PLANTING DETAIL Z Plan View Triangular Spacing sale1=1 a QHRSHALLSE LA-11.1FROGNEGIL CUSROWN I. AMONG FINISH GRADE AND SLOPED FOR OMINAGE AVOID PIANPNG IN FRONT OF I111.10. SPpgY HAASE TO PDOVIOELIFARANCE WXENPObSISLE. ,HIGH WATER RETENTIONRWNCHALLDE REMOVEOPRIORMTHEENDCFTXE MAINTENANCEPERI00, INIbXGPADE. THISEMRBET NATNES01l PLANT FERTILQERTADLETSSHAr"'PSER" bELowc PAGE .DU.1111PRFIPNnxG ,(Y�NmESANDSPECIFICATOGS (M.-PENOEOPERSGRPERSPECIFICAnONAND APPRWEONORTCULTIMLSDILS REPdiT. (aS'MINIMUMCOM SIGHOLL—ENCKFILL PERAPPROVEOHORTICULTURALWILs REPORT, 2. BACKFRL IMTERaLSHALL NOT HAVE PARTICLES GREATER MAN IR'. 6. PLANT PIT ROLE SHALL SE EKCAVATEO TOA MINIMUM OF V VIGER AND 6' DEEPER TIGHT FORGERY CONTNNM 4.. 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