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S-2002-1.1X V Y 1 n Q J 4 i W 11- EARTHWORK ON -SITE 1. EARTHWORK SHALL CONFORM TO THE APPLICABLE ORANGE COUNTY GRADING ORDINANCES AND CONDITIONS OF APPROVAL OF THE CITY OF COSTA MESA. 2, CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS BEFORE PERFORMING EARTHWORK. AREAS PREPARED TO BE FILLED SHALL BE INSPECTED BY THE ENGINEER BEFORE FILLING. 3. TESTING AND OBSERVATION DURING GRADING WILL BE ARRANGED BY THE OWNER. IF NECESSARY, A WRITTEN COMPLIANCE REPORT WILL BE PREPARED AT THE OWNER'S EXPENSE. 4. CUT AND FILL AREAS SHALL BE PREPARED BY REMOVAL OF SURFACE SOILS TO FIRM MATERIAL AT LEAST TWO FEET BELOW EXISTING GRADE. THE RESULTING SURFACE SHALL BE SCARIFIED TO A DEPTH OF EIGHT INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION. AREAS WITH EXISTING SLOPES OF 5:1 OR GREATER SHALL BE KEYED AND BENCHED. 5. ROCK FRAGMENTS OVER 6 INCHES IN DIMENSION AND PERISHABLE OR UNSUITABLE MATERIAL SHALL BE EXCLUDED FROM THE FILL. 6. CUT SLOPES SHALL NOT BE STEEPER THAN 1.5 HORIZONTAL TO 1.0 VERTICAL TO A MAXIMUM HEIGHT OF 20 FEET. FILL SLOPES SHALL NOT BE STEEPER THAN 2.0 HORIZONTAL TO 1.0 VERTICAL. 7. CONTRACTOR SHALL PREVENT DUST FROM DAMAGING OR CAUSING A NUISANCE TO ADJACENT PROPERTIES AND PERSONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EFFECTS OF DUST FROM THE PROJECT SITE. DUST CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT. 8. CONTRACTOR SHALL IMMEDIATELY REPORT ANY SIGHTINGS AND POTENTIAL SIGHTINGS OF RED IMPORTED FIRE ANTS TO THE RED IMPORTED FIRE ANT PROJECT (714/708 -1910) AND THE OWNER. 9. GRADING AND PAVING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN " GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS" DATED FEBRUARY 23, 2001 BY GILES ENGINEERING ASSOCIATES. 10. A COPY OF THE GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS DATED FEBRUARY 23, 2001 BY GILES ENGINEERING ASSOCIATES, INC. CAN BE OBTAINED FOR REVIEW FROM THE OWNER. 11. NO LOADING OR UNLOADING OF MATERIALS SHALL TAKE PLACE IN A PUBLIC RIGHT OF WAY WITHOUT THE EXPRESSED APPROVAL OF THE AGENCY HAVING JURISDICTION. 12, ANY MATERIAL CAUSED TO BE DEPOSITED ONTO A PUBLIC RIGHT OF WAY AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REMOVED AND CLEANED UP IMMEDIATELY. CAUAVA IIUN 91 UUMII, TAMUJ FILL 1253 CUBIC YARDS IMPORT 1212 CUBIC YARDS THE ABOVE QUANTITIES ARE APPROXIMATE IN PLACE VOLUMES CALCULATED FROM THE EXISTING GROUND TO THE PROPOSED FINISH GRADE OR SUBGRADE. EXISTING GROUND IS DEFINED BY THE CONTOURS ON THE PLAN. PROPOSED FINISH GRADE IS DEFINED AS THE DESIGN SURFACE ELEVATION OF EARTH TO BE CONSTRUCTED. PROPOSED SUBGRADE ELEVATION IS DEFINED AS THE DESIGN SURFACE ELEVATION OF EARTH TO BE CONSTRUCTED BENEATH PAVEMENTS OR STRUCTURES. THE EARTHWORK QUANTITIES ABOVE ARE FOR BUILDING PERMIT PURPOSES ONLY. THEY HAVE NOT BEEN FACTORED TO ACCOUNT FOR CHANGES IN VOLUME DUE TO BULKING, CLEARING AND GRUBBING, SHRINKAGE, OVER EXCAVATION, AND RECOMPACTION, AND CONSTRUCTION METHODS. THE CONTRACTOR SHALL PERFORM AN EARTHWORK ESTIMATE FOR THE PURPOSE OF PREPARING A LUMP SUM BID PRICE FOR EARTHWORK. THE BID PRICE SHALL INCLUDE COSTS FOR ANY NECESSARY IMPORT AND PLACEMENT OF EARTH MATERIALS OR THE EXPORT AND PROPER DISPOSAL OF EXCESS EARTH MATERIALS. EASEMENTS EASEMENTS FOR #2053 NEWPORT BLVD. ARE SHOWN PER CHICAGO TITLE CO. PRELIMINARY REPORT #203008296 —MO8 DATED OCTOBER 26, 2000. <8>----IN AN EASEMENT FOR PIPELINES, DITCHES, AND AQUEDUCTS, RECORDED JANUARY 29, 1920 BOOK 351 PAGE 42 OF DEEDS. EASEMENT IS UNPLOTABLE, DOCUMENT IS ILLEGIBLE. TO REMAIN —AN EASEMENT FOR ROAD, RECORDED APRIL 16, 1951 IN BOOK 2170, PAGE 607 O.R. 8 AND RECORDED NOVEMBER 6,1953 IN BOOK 2608, PAGE 394 O.R.. (PRIVATE) 6 AQUITCLAIMED, INSTRUMENT NO. 2002 - 0036379 SA — — — —AN EASEMENT FOR PUBLIC UTILITIES (GAS CO.), RECORDED IN BOOK 2548, PAGE 123 O.R. TO BE QUITCLAIMED UPON RELOCATION OF UTILITY 6A ----AN EASEMENT FOR PUBLIC UTILITIES (EDISON), RECORDED OCTOBER 19, 1953 IN BOOK 2596, PAGE 6, O.R.. TO BE QUITCLAIMED UPON RELOCATION OF UTILITY 7A — — — —AN EASEMENT FOR ROAD & PUBLIC UTILITIES, RECORDED NOVEMBER 6, 1953 IN BOOK 2608, PAGE 397, O.R.. (PRIVATE) QUITCLAIMED, INSTRUMENT NO. 2002 - 0036379 --AN EASEMENT FOR ROAD, RECORDED NOVEMBER 6, 1953 IN BOOK 2608, PAGE 394, O.R.. (PRIVATE) QUITCLAIMED, INSTRUMENT NO. 2002 - 0036379 AN EASEMENT FOR WATERLINES IN FAVOR OF MESA CONSOLIDATED WATER DISTRICT PER BOOK 13764 PAGES 455 -459 O.R.. TO BE QUITCLAIMED UPON RELOCATION OF UTILITY EASEMENTS FOR #2051 NEWPORT BLVD. ARE SHOWN PER CHICAGO TITLE CO. PRELIMINARY REPORT #203008249 —MO8 DATED JULY 20, 2000. NO EASEMENTS PER THE ABOVE MENTIONED TITLE REPORT. EASEMENTS FOR #2075 NEWPORT BLVD. ARE SHOWN PER CHICAGO TITLE CO. PRELIMINARY REPORT #203008337 —M08 DATED AUGUST 16, 2000. O — — — —AN EASEMENT FOR ROAD & PUBLIC UTILITIES, RECORDED AgIN BOOK 2145, PAGE 109 O.R.. (PRIVATE) 9 —AN EASEMENT FOR SANITARY SEWER & APPURTENANCES IN FAVOR OF COSTA MESA SANITARY DISTRICT, RECORDED IN BOOK 11953, PAGE 548 O.R.. —AN EASEMENT FOR PUBLIC UTILITIES, RECORDED AS INSTRUMENT NO. 85- 293060, O.R. —AN EASEMENT FOR PIPELINES, RECORDED OCTOBER 20, 1987 A 3 AS INSTRUMENT NO. 87- 586057, O.R.. A NOTE: ALL RECORDED EASEMENTS TO BE VACATED SHALL BE VACATED BY OBTAINING 6 APPROVAL FROM EASEMENT HOLDER PRIOR TO ISSUING PERMITS, GRADING AND SITE IMPROVEMENTS. LEGEND W EXISTING WATER LINE BW BACK WALK E 2' FROM OR AS NECESSARY TO PROTECT STRUCTURE FROM VEHICULAR DAMAGE. EXISTING ELECTRIC LINE CD CURB DRAINS CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS. G ELEVATOR HOLDING TANK (HT -1) SEE PLUMBING -4.0. EXISTING GAS LINE FH FIRE HYDRANT SDL2 N DETAIL I" BELOW ON THIS SHEET AND DETAIL 16, SHEET A -6.3. EXISTING SANITARY SEWER LINE FS FUTURE SURFACE S SD SDL3 EXISTING STORM DRAIN LINE FG FUTURE GROUND OHW HANDICAP SPACES = 2 EXISTING OVER HEAD WIRE INV PIPE INVERT 40 SIC NOTE FOR CONTRACTOR: EXIST. SIGNAL INTERCONNECT CABLE PP POWER POLE REGARDING SIGNAL INTERCONNECT CABLE 0.5OX SDL5 PROPERTY LINE PB PULLBOX — — (AFTER REPAIRS) FROM CONTROLLER AT BAY STREET TO CONTROLLER AT VICTORIA 2.OX FLOWLINE OH OVERHEAD SAWCUT AND MATCH EXISTING CABLES PER CITY OF COSTA MESA REQUIREMENTS. 12" REMOVE EXISTING PER CITY OF COSTA MESA STANDARD DWG. NO. 811. CURB FACE TC TOP CURB 3945'09" E SD HANDICAP ACCESS ROUTES NEW STORM DRAIN LINE TELE PB TYPICAL N 46'18'16" SAWCUT TSPB TRAFFIC SIGNAL PULLBOX PVC SEE SHEET A -1.1 SITE PLAN FOR HANDICAP ON —SITE PATH OF TRAVEL AND 13 CONSTRUCT 24" DIA. RCP 2000 —D STORM DRAIN LATERAL ZL FIRE HYDRANT SMH SEWER MANHOLE DETAILS. 15 BORING LOCATION W WATER RELOCATE FIRE HYDRANT AND WATER VALVE TO LOCATION SHOWN ON POWER POLE WM WATER METER WV WATER VALVE 0 NEW ASPHALT PAVING METAL ROLL 30 COSTA MESA STANDARD DRAWING NO. 311. CONTRACTOR SHALL VCP VITRIFIED CLAY PIPE 0 NEW CONCRETE PAVING RECONSTRUCT A MINIMUM OF 1' OF AC ADJACENT TO NEW GUTTER. 16 CONSTRUCTION NOTE (85.76) EXISTING ELEVATION TO MATCH DEPTH AC OVER NATIVE. 85.76 PROPOSED ELEVATION 4A EASEMENT REFERENCE REMOVE EXISTING PER CITY OF COSTA MESA STANDARD DRAWING 85.76 EXISTING SPOT ELEVATION 8812 BENCHMARK 31 NO. 811 AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF COUNTY OF ORANGE FOUND BRASS CAP MONUMENT AT 20TH ST AND NEWPORT BLVD., STAMPED "1E- 112 -91 ". ELEVATION = 88.505 DATUM: NORTH AMERICAN VERTICAL DATUM 1988; 1995 ORANGE COUNTY SURVEYOR ADJUSTMENT. f%f%kICT01If%Tif%kl IJf%TCC a r%11A1JTITICC C4ZT1UATC'4Z nu —CITE SEE SHEET C 1 5 FOR UTILITY REQUIREMENTS) TRAFFIC CONTROL NOTES OCONSTRUCT MIN. 3" ASPHALT CONCRETE (TYPE B) OVER MIN. 6" AGG. BASE COURSE COMPACT TO MIN. 95X RELATIVE DENSITY, AND COMPACT TOP MIN. 8" OF NATIVE MATERIAL TO MIN. 95% RELATIVE DENSITY PER DETAIL "A" ON SHEET C -1.0 IN DRIVE AREAS. OCONSTRUCT MIN. 3" ASPHALT CONCRETE (TYPE B) OVER MIN. 4" AGG. BASE COURSE COMPACT TO MIN. 95X RELATIVE DENSITY, AND COMPACT TOP MIN. 8" OF NATIVE MATERIAL TO MIN. 95X RELATIVE DENSITY PER DETAIL "B" ON SHEET C -1.0 IN PARKING AREAS. OCONSTRUCT 6" CONCRETE CURB (TYPE A) PER CITY OF COSTA MESA DEPARTMENT OF PUBLIC SERVICES STANDARD DWG. NO. 311. (290 L.F.) OCONSTRUCT 6" CONCRETE CURB AND 18" GUTTER TYPE "C -6" PER CITY OF COSTA MESA DEPARTMENT OF PUBLIC SERVICES STANDARD DWG. NO. 312. (655 L.F.) OCONSTRUCT CONCRETE "V" GUTTER PER CITY OF COSTA MESA DEPARTMENT OF PUBLIC SERVICES STANDARD DWG. NO. 118 (MODIFIED TO 1.5'). (210 L.F.) 163 CONSTRUCT SECURITY FENCE AND GATE PER ARCHITECTURAL PLANS. 7 SAWCUT AND MATCH EXISTING 8 CONSTRUCT MIN. 4" THICK CONCRETE SIDEWALK. SCARIFY AND COMPACT TOP MIN. 8" SUBGRADE TO MIN. 90% RELATIVE DENSITY. FOR SURFACE, COLOR, AND TEXTURE, SEE ARCHITECTURAL PLANS. (1310 S.F.) 8 g LANDSCAPE AREA, SEE LANDSCAPE PLANS. 10 TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS (UNDER SEPARATE PERMIT). 12 CONSTRUCT MIN. 6" THICK P.C. CONCRETE PAVEMENT WITH #3 REBARS AT 0 18 O.C. PER DETAIL "C" ON SHEET C -1.0. (250 S.F.) 14 CONSTRUCT 12" DIA. SDR35 PVC STORM DRAIN PER CITY OF COSTA MESA 8 DEPARTMENT OF PUBLIC SERVICES TRENCHING DETAIL STANDARD DWG. NO. 813 AND PROFILES SHEET C -1.4. (540 L.F.) 15 CONSTRUCT 4' DIA. MANHOLE PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS 321 -1, 324 -1, AND 630 -2. 16 ADJUST TO GRADE (ITEM AS INDICATED). 17 CONSTRUCT BROOKS PRODUCT 24 "x24" TRAFFIC GRATE CONCRETE CATCH BASIN WITH GALVANIZED FRAME, PRODUCT NO. CB -2424, OR EQUAL. t8 CONSTRUCT BROOKS PRODUCT 12 "x12" TRAFFIC GRATE CONCRETE 0 CATCH BASIN WITH GALVANIZED FRAME, PRODUCT NO. CB -1212, OR EQUAL. 40 CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL "D" SHEET C -1.4. CONSTRUCT 4" PVC STORM DRAIN CONNECTION TO ROOF DRAINS (SEE 22 PLUMBING PLANS). CONNECT TO 12" PVC WITH 12x12x4 TEE. (15 TYP.) 23 CONNECT 5" ROOF DRAIN TO BACK OF CATCH BASIN. 24 CONSTRUCT CONCRETE FLUME PER DETAIL "E" SHEET C1.4. 25 CONSTRUCT 5' LONG CURB HEIGHT TRANSITION (FROM 6" TO 0 "). 26 CONSTRUCT BROOKS PRODUCT 12 "X12" PARKWAY GRATE CONCRETE CATCH BASIN WITH GALVANIZED FRAME, PRODUCT NO. CB -1212, OR EQUAL. 27 CONSTRUCT BROOKS PRODUCT 18 "X18" TRAFFIC GRATE CONCRETE CATCH BASIN WITH GALVANIZED FRAME, PRODUCT NO. CB -1818, OR EQUAL. 28 CONSTRUCT 18" DIA. SDR35 PVC STORM DRAIN PER CITY OF COSTA MESA DEPARTMENT OF PUBLIC SERVICES TRENCHING DETAIL STANDARD DWG. NO. 813 AND PROFILES SHEET C -1.4. (275 L.F.) 29 NEW 6' WROUGHT IRON FENCE, SEE ARCHITECTURAL PLANS. NOTE: DETAIL ALSO SHOWN AS DETAIL 16 ON ® ARCHITECTURAL SHEET A -6.3. ROLL —UP DOOR BOTTOMC NTS 1 _ I l i �l 1 1 1 lei Newpura Freeway (SP55) (SOUTHBOUND LANES) Grading, Paving, DDr ha(r e And Street Irn rovements Plan EXIST. A.C. PVMT. PROTECTION/ REMOVAL NOTES OPROTECT EXISTING UTILITIES IN PLACE. NOTES: 1. STATION 00+00.00 CENTERLINE INTERSECTION OF BAY STREET AND NEWPORT BLVD. PER RECORD OF SURVEY 82 -1161 BK. 104 PG 29 R.S. 2. WORK WITHIN PUBLIC RIGHT OF WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY OF COSTA MESA PUBLIC SERVICES DEPARTMENT. 3. PARKING STATISTICS: 14— STANDARD STALLS 18'x9' 2— HANDICAP STALLS 18'x9' 4• ROOF DRAINAGE BUILDING "H ", BUILDING DOWNSPOUTS DISCHARGE AT GRADE AND SHEET FLOW TO ON —SITE GUTTER. 5. WRITTEN PERMISSION SHALL BE REQUIRED WHEN GRADING ENCROACHES ONTO ADJACENT PROPERTY. LINE 3 CONSTRUCT TWO STEEL BOLLARDS PER PSI STANDARD DRAWING 3.1.2 SPACED ALL WORK DONE IN AND /OR ACROSS NEWPORT BOULEVARD SHALL BE 35 2' FROM OR AS NECESSARY TO PROTECT STRUCTURE FROM VEHICULAR DAMAGE. PERFORMED IN ACCORDANCE WITH CALTRANS STANDARD PLAN T11— TRAFFIC 36 SITE PLAN, SHEET P CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS. W ELEVATOR HOLDING TANK (HT -1) SEE PLUMBING -4.0. 12" 8 37 CONSTRUCT BEVELED EDGE AT ROLL UP DOORS IN REAR OF BUILDING A. SEE SDL2 N DETAIL I" BELOW ON THIS SHEET AND DETAIL 16, SHEET A -6.3. PARKING STATISTICS FOR NEW BUILDING "A": 38 CONSTRUCT CURBSIDE GRATING CATCH BASIN PER APWA STANDARD PLAN 303 -2, PVC 0.50X SDL3 W =2' -11 3/8" (SINGLE GRATE), H= 0.05', W AND A AS SHOWN ON PLAN, REFER STANDARD SPACES = 14 E TO DETAIL "J ", SHEET C -1.0. HANDICAP SPACES = 2 39 NEW ELECTRICAL TRANSFORMER, SEE ELECTRICAL DRAWINGS. SDL4 40 A EXISTING ELECTRICAL TRANSFORMER TO BE REPLACED, SEE ELECTRICAL DRAWINGS. 3 NOTE FOR CONTRACTOR: ®41 CONSTRUCT HANDICAP RAMP ALONG WALKWAY PER PLAN AND DETAIL "J ", THIS SHEET. REGARDING SIGNAL INTERCONNECT CABLE 0.5OX SDL5 CONTRACTOR SHALL PROTECT EXISTING SIGNAL INTERCONNECT CABLE IN PLACE CONSTRUCTION NOTES OFF -SITE IF DAMAGED, CONTRACTOR SHALL INSTALL NEW CABLE WITHIN EXISTING CONDUIT 55.37 24" (AFTER REPAIRS) FROM CONTROLLER AT BAY STREET TO CONTROLLER AT VICTORIA 2.OX SDL6 STREET. CONTRACTOR SHALL INSTALL 12 PAIRS OF #19 SIGNAL INTERCONNECT 7O SAWCUT AND MATCH EXISTING CABLES PER CITY OF COSTA MESA REQUIREMENTS. 12" REMOVE EXISTING PER CITY OF COSTA MESA STANDARD DWG. NO. 811. 0.5OX 11 CONSTRUCT TYPE II DRIVEWAY APPROACH PER CITY OF COSTA MESA 3945'09" E STD. DWG. NO. 514 OVER 6" CMB AND MODIFIED PER DETAIL "H" HANDICAP ACCESS ROUTES PVC SHEET C1.4, TO COMPLY WITH A.D.A. REGULATIONS (W =20', X =4', SDL8 N 46'18'16" Y =7' FOR SOUTH DRIVEWAY, W =39', X =4', Y =7'FOR NORTH DRIVEWAY) 58.80 12" PVC SEE SHEET A -1.1 SITE PLAN FOR HANDICAP ON —SITE PATH OF TRAVEL AND 13 CONSTRUCT 24" DIA. RCP 2000 —D STORM DRAIN LATERAL ZL PARKING. SEE SHEET A -1.2 FOR HANDICAP NOTES AND SHEET A -6.5 FOR SEE PROFILE SHEET C -1.4. DETAILS. 15 CONSTRUCT 4' DIA. MANHOLE PER AMERICAN PUBLIC WORKS A ASSOCIATION STANDARD PLANS 321 -1, 324 -1, AND 630 -2. 6 tg RELOCATE FIRE HYDRANT AND WATER VALVE TO LOCATION SHOWN ON PLAN SHEET C -1.5. REMOVE EXISTING AND CONSTRUCT TYPE A -6" CURB PER CITY OF METAL ROLL 30 COSTA MESA STANDARD DRAWING NO. 311. CONTRACTOR SHALL O' 0002, SEA RECONSTRUCT A MINIMUM OF 1' OF AC ADJACENT TO NEW GUTTER. �® THE NEW SLOT PAVE STRUCTURAL SECTION SHALL BE 12" FULL DEPTH AC OVER NATIVE. EXi T.1�9 REMOVE EXISTING PER CITY OF COSTA MESA STANDARD DRAWING 8812 31 NO. 811 AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF JOIN 1EXITI. 1 COSTA MESA STANDARD DRAWING NO. 412 OVER 4" CMB. PAVNE 32 TRENCH AND BACKFILL IN ACCORDANCE WITH CITY OF COSTA MESA 88. STANDARD NO. BOTTOM BAR 87 88 RUCTURAL BE310" ACSLOVERY6"AGGILBASELOVER 6" OF AND S'A55P COMPACTED SUBGRADE TO 95%. IrZ MA 112 htA?C. A712 SLOPE AT 112 SLCFI_� 33 ADJUST ITEM AS INDICATED TO FINISH GRADE. 34 G RELOCATE EXIST. OMNIBUS SIGN AS SHOWN ON PLAN. MAX NOTE: DETAIL ALSO SHOWN AS DETAIL 16 ON ® ARCHITECTURAL SHEET A -6.3. ROLL —UP DOOR BOTTOMC NTS 1 _ I l i �l 1 1 1 lei Newpura Freeway (SP55) (SOUTHBOUND LANES) Grading, Paving, DDr ha(r e And Street Irn rovements Plan EXIST. A.C. PVMT. PROTECTION/ REMOVAL NOTES OPROTECT EXISTING UTILITIES IN PLACE. NOTES: 1. STATION 00+00.00 CENTERLINE INTERSECTION OF BAY STREET AND NEWPORT BLVD. PER RECORD OF SURVEY 82 -1161 BK. 104 PG 29 R.S. 2. WORK WITHIN PUBLIC RIGHT OF WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY OF COSTA MESA PUBLIC SERVICES DEPARTMENT. 3. PARKING STATISTICS: 14— STANDARD STALLS 18'x9' 2— HANDICAP STALLS 18'x9' 4• ROOF DRAINAGE BUILDING "H ", BUILDING DOWNSPOUTS DISCHARGE AT GRADE AND SHEET FLOW TO ON —SITE GUTTER. 5. WRITTEN PERMISSION SHALL BE REQUIRED WHEN GRADING ENCROACHES ONTO ADJACENT PROPERTY. LINE BEARING DISTANCE PIPE SIZE SLOPE SDL1 N 33'57'38" W 120.47 12" PVC 0.50X SDL2 N 39'40'18" E 149.93 12" PVC 0.50X SDL3 N 39'48'31" E 147.43 18" PVC 0.50X SDL4 S 54'28'14" E 127.64 18" PVC 0.5OX SDL5 S 50'01'11" E 55.37 24" RCP 2.OX SDL6 N 39'45'07" E 105.17 12" PVC 0.5OX SDL7 N 3945'09" E 105.17 12" PVC 0.50X SDL8 N 46'18'16" E 58.80 12" PVC 5.OX JOIN EXIST. A PAVEMENT JOIN NEW CURB W/ EXISTING EXIST. A.C. PVMT. r e , EXIST A.C. PVMT. t0 NOTE: PARKED CARS SHALL NOT ENCROACH INTO THE REQUIRED 48" CLEAR PATH OF TRAVEL. CURB RAMPS SHALL COMPLY WITH 1998 C.B.C. SEC.1127B.5. OENTERLINE NEWPORT BLVD. PI NYTNIf: M ev U e 1:20 MAX. gEya© LIP 1! MAX. TYP r -1:12 WU(. OF S ESE GRAMS IL-RATT THE SPECWFIC AEOUIREMEY'S � 7N SLPLCa1G OF SPO j' AND ONSST�TIIION, ONLY 45 Nv AI(; A &ABA 2 V %AA AV I I A I'a ♦ I Am /�M 1"=20' 0 20 40 60 urlow ground Servk* Alert of Southern California Calk TOLL FREE 1-800 422 -4133 TU /A WA�VIa1A 11�V0 �CCA�C VNI AIA 11,zaw-w 104 James Goodma ArcHtectur 31732 Rancho Viejo Road - Suite E San Juan Capistrano, California 92675 949.493.0740 -Voles 949A93A719 - Fax i An Architectural Corporation Member American institute of Architects PenfleW & Smite CMI Engineers 101 East Victoria Street Santa Barbara, Caftmia 93101 805.963.9538 -Yoke 805.966.9801- Fax cpg®penfieldsmith.com Peter Brandow & Assoc" Landscape Archkects 20301 SW Birch Street -,#102 Newport Beads, California 92660 949.261.6066 - Voice 949261A064 -Fax pbrandowOaoi.com i LICfflC for � S�obage Publk Storage 99 -332 2051 -2075 Newport Blvd. Costa Mesa, Califomia pubic Storage, hc. 701 Western Avenue Glendale, California 91201 818244.8080 - Voice 818543.7341- Fax JAtzpatricklipubikstorage.Com Project Number 2022 Drawing Number 2022a201 Issue Dates Building Department Submittal -April 6, 2001 Plan Check Corrections - August 27, 2001 A Added Features within State Route 55 P.O.W. A.W. - September 10, 2001 2 Plan Check & Owner Requested Corrections October 8, 2001 2L Plan Check Corrections- December 13,2002L Plan Check Corrections- January 7, 2002 Qj Plan Check Corrections- January 31, 2002 Ag Plan Check Corrections- February 5, 2002 Qg Plan Check Conectlom- February 13,2W2 A Bulletin 3- Mardi 15 , 2002 /1 Nktin 10- April 23, 2002 May 31 Requested Revtsbrrs (krOding B) - May 31, IOD CkrBlatkn -June 19, 2002 4 'PA -0 I vu �,I Grading, pacing, Drainage And Street �rnprovernents C 03 14115.01 14115C3 -5.dwa